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HomeMy WebLinkAboutPermit L06-003 - TATU SHAILESH - SHORT PLATAJMER SINGH SHORT PLAT LAND DIVISION LAND DEVELOPMENT 13702 — 41sT AV S L06 -003 • City o f Tukwila Department of Community Development July 20, 2006 Shailesh Tatu, P.E. ICON 1082 Kirkland Avenue N.E. Suite B Renton, WA 98056 RE: Short Plat L06- 003 —Ajmer Singh 13702 41 Ave. S. Tukwila, WA Dear Mr. Tatu: plat application (No. L06- applicable City code requirements. Based SEPA The Short Subdivision Committee has completed review of your short p all app conditions stated below. The City submittal, and determined that i comp granted subject to the application does not require A Responsible preliminary approval is gran previously determined that this an Responsible Official has environmental determination because it is categorically exempt• on the latest project TMC 18.104.170. Based anted subject to the conditions stated below. This letter serves as the approval is granted Decision p submittal, preliminary -apP There are three basic steps in the short plat approval process: I, Preliminary Approva reviewed by the ■ your his letter constitutes y preliminary approval. The application was P and approved with conditions. The condition imposed Short sur the short Committee plat lat is consistent with the Criteria for Preliminary P mposed are to ensure Tukwila Subdivision Code. listed at TMC 17.12.020 C in the E xaminer, and any appeal approval decision is appealable to the Hearing t 9, 2 er, For any appeal This short plat aop appeal period on Augur must be filed before the the the Planner• a ppeal information, co lIF Q: \Singh short plat L06- 003 \Singhp relimapprov.do NOTICE OF DECISION 1 Steven M. Mullet, Mayor Steve Lancaster, Director 07/13/0 _..., oft1R8 • Phone: 206- 431-3670 • Fax: 206 -431 PRELIMINARY APPROVAL CONDITIONS 1. Apply for a Public Works type `C' permit, after rlimin L_____a� short plat approval. & t t' Wa I 2. Unimproved right -of -way at the North end of 41' Ave. South and short plat, shall be paved to match the existing roadway. (See C -2 arc ent to the proposed attached) 3. Remove existing features from the right -of -way; includin landsc and debris. (See redlined C -2 attached) g aping, fencing, wheel stops, 4. New street pavement shall be sloped and constructed, to provide d new catch basin. Street runoff shall not flow onto private property. rivate drainage to an existing or Utilities l_ 5. Pursuant to the Tukwila "underground ordinance ", all utilities shall be placed underground. 6. Extension of the sewer and water As -built plans shall be provided to' the Public�Wo� �l be a d by the appropriate utility. Fire Protection 7. The new fire hydrant shown on the Water & Sewer plan sheet C -3 shall sixty (60) feet farther south, and within the 41 Ave. South ri gbe inftalled ht -of- -way. Maintain a minimum distance between the new fire hydrant and the ex' (See redlined C -3 attached) ><stmg power poles. General 8. You will need to obtain all required permits prior to beginning sewer permits, contact the individual provider District. For til�he, r City of Tukwila u For s contact and Tukwila Public Works at (206) 4 33 -0179. contact 9. Install all required site improvements, including those proposed in and those identified above as conditions of a the short plat application complete civil plans prepared by a licensed civil e You will need to provide signed, Rt Q:\Singh short plat L06- 0031Singhprelimapprov.doc 2 07/13/06 10. Prior to Final Approval and recording, you will need to submit a copy of the short plat map with original signatures (owner) and signatures and seals (surveyor, notary). The map shall include the short plat number, the word "Declaration" (not "Dedication ") and the Assessor's number as noted. II. Final Approval Expiration The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). You may apply to delay installation of the site improvements up to six months beyond final approval subject to the approval of the Public Works Director. A financial guarantee must be provided to ensure installation. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, you will bring the documents in to the Tukwila Department of Community Development. The Chair of the Short Subdivision Committee will then sign your short plat. This constitutes a grant of final approval. 1. The final approved short plat must be filed with the King County Department of Records by July 20, 2007, one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. III. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County, see the Recording Procedures handout. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded original to the City of Tukwila within 4-6 weeks, at which time your short plat is considered complete. You can shorten this processing time by hand - delivering a copy of the recorded short plat to the project planner. Rf Q: \Singh short plat L06- 003 \Singhprelimapprov.doc 3 07/13/06 Sincerely, In many circumstances, building permits on the short platted property may not be issued until a .copy of the recorded short plat (or original) is returned to the Department of Community Development. Steve Lancaster Chair, Short Subdivision Committee Enclosures: Site Plan Water /Sewer Plan Paving/Drainage /Grading Plan cc: Jim Morrow, Public Works Director 1 :311 (please initial your approval) Nick Olivas, Fire Chief e .X51 e ini ► : your approval) Rf Q: \Singh short plat L06- 003 \Singhprelimapprov.doc 4 07/13/06 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I, HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Project Name: %I: A„11/. Notice of Public Meeting " Mitigated Determination of Non- Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Perso n requesting mailing: Y-4 ( __ Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 V Other AJ1\CQ ( TO/I Was mailed to each of the addresses listed on this day of, in the year 20 ()Le P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: %I: A„11/. L " -O --73 Project Number: L Mailer's Signature: Sy1/qW/, g C.. --- Perso n requesting mailing: Y-4 ( __ ;g Was mailed to each of the addresses listed on this day of, in the year 20 ()Le P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Ajmer Singh 13702 41' Avenue S. Tukwila, WA 98168 August 6, 2008 RE: Ajmer Singh Short Plat, File #L06 -003 Dear Mr. Singh: This letter will inform you that the one -year, one -time extension on the preliminary approval for the Ajmer Singh Short Plat, located at 13702 41" Avenue South, expired on July 20, 2008. The file has been closed. A copy of the letter (dated 6/28/07) that granted the extension is enclosed. If you wish to proceed with subdividing your property, you will need to submit a new application for a short plat, and go through the review and preliminary approval process again. Sincerely, Cel� XDX Rebecca Fox Senior Planner Enc. 1 Department of Community /' evelopment Jack Pace, Director CC: L06 -003 Dave McPherson, Tukwila Public Works Don Tomaso, Tukwila Fire Department Shailesh Tatu, P.E. RF 1 Q: \Singh short plat L06- 003 \L06 - 003 — EXPIRATION-- 8.6.08.doc Jim Haggerton, Mayor 08/06/2008 Ajmer Singh 13702 41 Avenue South Tukwila, WA 98168 • City of Tukwila Department of Community Development June 28, 2007 RE: File #L06 -003, Ajmer Singh Short Plat Dear Mr. Singh: Thank you for your letter of June 27, 2007 requesting a one -year extension of the preliminary approval for the Ajmer Singh Short Plat ( #L06 -003). The Ajmer Singh Short Plat received preliminary short plat approval on July 20, 2006. TMC 17.12.040 provides that the Short Subdivision Committee may grant one extension of not more than one year if a short plat is not recorded within one year of the date of preliminary short plat approval. The request must be made in writing prior to the expiration of the short plat. Your request for a one -year extension has been granted. The conditions of the Preliminary Short Plat still apply. Please note that the Tukwila Municipal code does not permit more than a single, one -year extension to be approved for short subdivisions. If the final short plat is not processed (i.e. recorded with King County) by July 20, 2008, then you must re- apply for a new short plat and go through the preliminary short plat process again. If you have any questions, you may phone me at 206 -431 -3683. Sincerely, /ZAecfL_- t Rebecca Fox Senior Planner CC: File L06 -003 Dave McPherson, Tukwila Public Works Don Tomaso, Tukwila Fire Department Steven M. Mullet, Mayor Steve Lancaster, Director Rf 1 06/282007 n:\Sineh short nlat L06-003\ L06- 003.SinehPrelimF.xtension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 20060803001052 WHEN RECORDED, RETURN TO: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Grantor: Ajmer Singh, a married person, as a separate estate RECEIVED COMMN TY DEVELOUP ENT 20060 803001® CITY OF run. PAGE00! OF 005 88.00 08/03/2008 12 KING COUNTY, UA Grantee: City of Tukwila, a municipal corporation of King County, Washington Legal Description (Abbreviated): A Portion of the NE '/4 of the SW 1/4, Sec. 15, T. 23 N., R. 4 E., WM. Full Legal Description is found on Exhibit `A' of this document. Assessor's Tax Parcel ID Number(s): 736060 - 0270 SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between Ajmer Singh, a married person, as a separate estate, ( "Grantor), and the City of Tukwila, a Washington municipal corporation ( "Grantee "). RECITALS WHEREAS, Grantor owns and has applied for necessary permits to develop certain real property (the "Property ") legally described in Exhibit A, which is attached and incorporated by reference. WHEREAS, a portion of the Property contains sensitive areas and the Property is adjacent to sensitive areas of potential geologic instability (potential slide areas). WHEREAS, as a condition of the issuance of short subdivision approval, land use permits, and/or construction permits for the Property, the Grantee required the Grantor to execute and record this "Sensitive Area Covenant and Hold Harmless Agreement" to hold the City of Tukwila harmless from all loss incurred as a result of any landslide or seismic activity, or soil disturbance. WHEREAS, Grantor assumed this obligation in order to obtain said short subdivision approval under permit no. L06 -003, and/or construction permits for the Property. WHEREAS, Grantor has performed a geological report, prepared by GEO Group Northwest, Inc., dated August 31, 2005. WHEREAS, the parties agree that this agreement constitutes an arms length, bargained- for agreement, which includes a waiver of liability that runs with the land for risks created by the proposed use of property because of the shape, composition, location or other characteristic unique to the Property sought to be developed. NOW, THEREFORE, the parties agree as follows: AGREEMENT 1. In consideration of Grantee issuing development permits, which constitutes good and valuable consideration, the receipt of which and the sufficiency of which the Grantor hereby acknowledges, the Grantor shall defend, indemnify, and hold the Grantee, its officers, officials, employees, agents, and assigns harmless from any and all claims, injuries, damages, losses, or suits, whether brought by grantor or third parties, including all legal costs and reasonable attorney fees, arising out of or in connection with any injuries or damages to persons or property caused in whole or in part by any landslide or seismic activity or soil disturbance on the Property, legally described in Exhibit A, which is attached and incorporated by reference. 2. Grantor on its own behalf and on behalf of its heirs, successors and assigns hereby waives any right to assert any claim against the Grantee, its officers, officials, employees, agents, and assigns for any loss, or damage to people or property either on or off the site resulting from any landslide or seismic activity or soil disturbance on said Property by reason of or arising out of the issuance of the permits) by the City for development on said Property except only for such losses that may directly result from the sole negligence of the City. 3. Grantor will inform its successors and assigns of said Property that the Property is in an area of potential geologic instability (potential slide area), of the risks associated with development thereon, of any conditions or prohibitions on development imposed by the City of Tukwila, and of any features in this design which will require maintenance or modification to address anticipated soils changes. 4. Grantee's inspection or acceptance of any of the Grantor's construction or other work either during construction or when completed shall not be grounds to avoid any of these covenants of indemnification. 5. This covenant and hold harmless agreement shall be a covenant running with the land and the rights and obligations contained herein shall run with and burden the Property, including each parcel comprising the Property and shall inure to the benefit of and be binding upon the Grantor and Grantee, their successors and assigns. IN WITNESS WHEREOF, said individuals ve caused this instrument to be executed this 24)1, day of Ma , 2006.:` Auth. Signature Authorized Signature STATE OF WASHINGTON) )ss. County of King ) I certify that I know or have satisfactory evidence that AJYYt2►' SI ngh is /aye the person(e) who appeared before me, and said individual acknowledged that he /shed-they signed this instrument and acknowledged it to be his /heir free and voluntary act for the uses and purposes mentioned in this instrument. Dated May 24 2006 && a. �.,, �� U Aiic. A. Dead Notary Public in and fo he State of Washington residing at genfoh My appointment expires 6- 16 -O,' DATED this I ? day of GRANTEE: CITY OF TUKWILA ATTEST: gyp. J. S.4.11r Q_ \ 5 g1oa ;A 01 Ali 4% ,o G ta_ print name , 2006. STATE OF WASHINGTON ) ss. County of King ) On this t day of , 20 b , before me, the undersigned, a Notary Public in and for the State o Washington, duly commissioned and sworn, personally appeared 1. Q. h . ■ and 3� v' E . Ca r. v, , known to me to be the Mayor and City Clerk, respectively, of CITY OF TUKWILA, the municipal corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said municipal corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. WITNESS my hand and official seal hereto affixed the day and year above written. AbeiAAA 0 13 co ba 1 S. 5 NOTARY PUBLIC in and for the State of Washington, residing at (Zero' --o ) we‘51-. . my co w, w, o n e x e i Ce5'. 3 -a' -I0 EXHIBIT A LEGAL DESCRIPTION OF PROPERTY THAT PORTION OF LOTS 1 AND 2, BLOCK 5, TRACT A AND A PORTION OF SOUTH 137th STREET (GARDEN PLACE), ROBBINS' VIEW TRACT ADDITION TO RIVERTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGES(S) 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE SOUTH 89'52'24" EAST ALONG THE SOUTH LINE THEREOF 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCH NORTH 2703'34" WEST 42.97 FEET; THENCE NORTH 0'55'41' WEST 126.25 FEET TO A POINT THAT LIES NORTH 7639'09' WEST 58.07 FEET FROM A POINT ON THE EAST UNE OF SAID LOT 1, 153.15 FEET NORTH OF THE SOUTHEAST CORNER THEREOF; THENCE SOUTH 78'39'09' EAST 58.07 FEET TO SAID EAST UNE; THENCE SOUTH 0'07'36' WEST ALONG SAD EAST UNE, 33.15 FEET TO THE NORTH LINE OF THE SOUTH 120.00 FEET OF SAID LOT 2; THENCE SOUTH 89'52'24" EAST ALONG SAID NORTH LINE, 45.00 FEET TO THE EAST LINE OF SAD LOT 2; THENCE SOUTH 0'07'36' WEST ALONG SAID EAST LINE AND ITS SOUTHERLY PROLONGATION, 150.00 FEET TO THE CENTERLINE OF VACATED SOUTH 137th STREET; THENCE NORTH 89'52'24' WEST ALONG SAID CENTERLINE 30.00 FEET TO THE EAST MARGIN OF 41st AVENUE SOUTH; THENCE NORTH 0'07'36' EAST 30.00 FEET TO THE SOUTH LINE OF SAID LOT 2; THENCE NORTH 89'52'24' WEST ALONG THE SOUTH LINES OF SAID LOT 2 AND LOT 1, A DISTANCE OF 50.00 FEET TO THE TRUE POINT OF BEGINNING. i / WHEN RECORDED, RETURN TO: Ajmer Singh 13702 41 Avenue South Tukwila, WA 98168 Document Title(s): DECLARATION OF EASEMENT Reference Number(s) of Documents assigned or released: NONE Grantor(s): Ajmer Singh Grantee(s): Ajmer Singh Legal Description of the original parcel Please see attached exhibit A. Assessor's Property Tax Parcel/Account Number: 7360600270 Page 1 of 3 EXHIBIT "A" ORIGINAL LEGAL DESCRIPTION: (STATE PLANE BEARINGS) THAT PORTION OF LOTS 1 AND 2, BLOCK 5, TRACT A AND A PORTION OF SOUTH 137th STREET (GARDEN PLACE), ROBBINS' VIEW TRACT ADDITION TO RIVERTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGES(S) 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE S8T51'02 "E ALONG THE SOUTH UNE THEREOF 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE N25'02'12"W 42.97 FEET; THENCE N01'05'41 "E 126.25 FEET TO A POINT THAT LIES N76'37'39"W 58.07 FEET FROM A POINT ON THE EAST UNE OF SAID LOT 1, 153.15 FEET NORTH OF THE SOUTHEAST CORNER THEREOF; THENCE S7617'39 "E 58.07 FEET TO SAID EAST UNE; THENCE S02'08'58"W ALONG SAID EAST UNE, 33.15 FEET TO THE NORTH UNE OF THE SOUTH 120.00 FEET OF SAID LOT 2; THENCE S8T51'021 ALONG SAID NORTH UNE, 45.00 FEET TO THE EAST UNE OF SAID LOT 2; THENCE SOTO8'58"W ALONG SAID EAST UNE AND ITS SOUTHERLY PROLONGATION, 150.00 FEET TO THE CENTERUNE OF VACATED SOUTH 137th STREET; THENCE N8751'02"W ALONG SAID CENTERUNE 30.00 FEET TO THE EAST MARGIN OF 41st AVENUE SOUTH; THENCE NO708'58 1 30.00 FEET TO THE SOUTH UNE OF SAID LOT 2; THENCE N8751'02"W ALONG THE SOUTH UNES OF SAID LOT 2 AND LOT 1, A DISTANCE OF 50.00 FEET TO THE TRUE POINT OF BEGINNING. I EXHIBIT " B " DECLARATION OF EASEMENT SHORT PLAT FOR AJMER SINGH L06 -003 KNOW ALL MEN BY THESE PRESENTS: That Ajmer Singh, being the fee simple owner of the following described property: Please see exhibit A and having subdivided said premises into parcels do hereby declare, convey and quit claim, and dedicate the following described easements over, under, across and through said premises: PRIVATE INGRESS, EGRESS & UTILITY EASEMENT LEGAL DESCRIPTION That portion of Lots 1 and 2, Block 5, and a portion of Vacated South 137 St. (Garden Place), Robbin's View Tract Addition To Riverton, According to the plat thereof, recorded in Volume 17 of Plats, Page 90, Records of King County, Washington, Described as Follows: Beginning at the South East corner of said Lot 2, thence S02° 08' 58 "W along the projection of the east line of said Lot 2 a distance of 30.00 feet to the centerline of said vacated street; thence N87° 51' 02 "W along said centerline a distance of 30.00 feet to northerly projection of the East margin of 41 Ave South; thence NO2° 08' 58 "E along said projection a distance of 30.00 to the South line of said Lot 2; thence N11° 55' 38 "W a distance of 65.12 feet; thence N23° 31' 23 "W a distance of 12.95 feet; thence S87° 53' 26 "E a distance of 51.45 feet to the east line of said Lot 2; thence S02° 08' 58 "W along said east line a distance of 74.88 feet to the True Point of Beginning. Page 2 of 3 PURPOSE: The afore - described Ingress, Egress & Utility easement is hereby created and dedicated for the purpose of providing ingress and egress from all portions of the realty first above described abutting thereon and for installation in said easement premises of all utilities including, but not by way of limitation, water, sanitary sewer, storm sewer, gas, electricity, and cable lines. BENEFITS: The afore - described easement is hereby dedicated for the use and benefit of all portions of the realty first above described abutting on any of said easement, and the owner or owners thereof, their heirs, successors, and assigns; and said easement shall be deemed covenants running with the land. MAINTENANCE: All maintenance, repair and/or rebuilding of private driveways and utilities within the easement described in the attached legal shall be by the owner of the parcel having the use thereof and their heirs, assigns, or successors. IN WITNESS WHEREOF the above named owners have here -unto set his hand and seal this day of ,2006. BY Ajmer Singh STATE OF WASHINGTON) ) s. s. COUNTY OF KING ) On this day personally appeared before me Ajmer Singh to me known to be the owner and which executed the within and foregoing instrument, ana acknowledged that the signed the same in their capacity as owners as the free and voluntary act and deed for the uses and purposes therein mentioned. . Subscribed and sworn to before me this day of , 2004. Print Notary Name: EXHIBIT "B" DECLARATION OF EASEMENT SHORT PLAT FOR AJMER SINGH L06 -003 Notary Public in and for the State of Washington residing at Page 3 of 3 Violation Location: • 13702 41 Ave S File #: RFA05 -076 Owner Name: ` - er Singh Address: 46 St. City /State/Zip: Tukwila, WA 98168 Code Enforcement 6300 Southcenter Boulevard Tukwila, WA 98188 (206) 431 -3670 FAX: (206) 431 -3665 The undersigned City of Tukwila Code Enforcement Officer, hereby certifies and states that is declared to be an Unfit Building in violation of Tukwila's Municipal Code (TMC), TMC Chapter: Title 16.04.020 Specifically: Hearing Date Hearing Time Hearing Location Building S TIT Tukwila Municipal Code § 8.45.140 International Residential Building Code R105.1 "Any owner or authorized agent who intends to construct, enlarge, alter, repair, move, demolish or change the occupancy of a building or structure....shall first make application to the building official and obtain the required permit." International Residential Building Code R113.1 Unlawful Acts. "It shall be unlawful for any person, firm or corporation to erect, construct, alter, extend...any building...in violation of any of the provisions of this code." International Residential Building Code R113.3 Prosecution of Violation. "...the building official is authorized...to require the removal or termination of the unlawful occupancy of the building or structure..." International Residential Building Code R113.4. Violation Penalties. "Any person who violates a provision of this code or fails to comply with any of the requirements... shall be subject to penalties." Illegal construction - addition on w Permits and inspections. You are hereby notified of a Complaint Hearing before the Tukwila Imp r g m July 6, 2006 11:00 a.m. 6300 Southcenter Blvd., Tukwila, V\ m ra -a c0 ru By receipt of this Complaint of Unfit Building, you are required to at Officer at which all parties in interest shall be given the right to a: testimony regarding the complaint. At any time prior to or at the tin. N o the Complaint. All rules governing the procedure of such Hearing, Department of Community Development. U.S. 'Postal Serv •CERTIFIED MAILTM RECEIPT .. '.(Domestic Mall Only; No Insurance Coverage Provided) For delivery; information visit our website at www.usps.com, N Postag O Certified Fee 0 p Return Receipt Fee (Endorsement Required) Restricted Delivery Fee ni (Endorsement Required) r9 N 0 Total Postage & c PS Form 3800. Sent To $beef iVinfro:; or PO Box No. My, baate, ZIP' FFICIAL USE Ajmer Singh 13702 41' Ave South Tukwila, WA 98168 Bent To Ajmer Singh :o:: 4220 S. 146 Street or PO Box No CIO; s zta Tukwila, WA 98168 Postmark Here ,zeed.A-chm/W C , C AhozdA /teez4 aid volietod, 7,71/76. WASHINGTON ASSOCIATION OF BUILDING OFFICIALS I Ppm/will 414,wrid 131 I ////daid R 11313 gzelacativi afdie pa+ igegetZe PO Box 7310.Olympia, WA 98507 -7310 (360) 586 -6725 • Toll -Free (888) 664 -9515 • Fax (360) 586 -5538 • E -mail: wabo @wabo.org • Nome Parcel Map and Data Parcel Number Address Zipcode Taxpayer 7360600270 13702 41ST AV S 98168 NAVARRETE SALVADOR The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or Implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County." King County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. http://www5.metrokc.gov/parcelviewer/Print_Process.asp 04/12/2005 lc (11 Civil/Transportation Engineering [Infrastructure Consulting Corporation] Surveying ]Construction Management May 22, 2006 Ms. Rebecca Fox, Senior Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 Re: Ajmer Singh Short Plat —L06 -003 — Responses to Review Comments of 4 -12 -06 13702 41 Avenue South Dear Ms. Fox, Thank you for your concise and clear review comments. Attached are two sets of the drawings revised to address the above comments dated April 12, 2006. Following is the manner in which the comments have been addressed. Preliminary Short Plat Approval Requirements 1. A copy of each of the four easements shown in the title report is attached as requested. These easements are depicted on the plat map and the drawings. 2. The trees in question, is a cedar hedge located within CRS — a Construction Road Stabilization area. This hedge is to be removed to facilitate the development of a residential driveway. 3. The grading that was shown encroaching on to the property to the west is corrected to be within the property limits. The rockeries proposed along the property line are less than 4' in retainage. These rockeries will require about half a foot deep trench for foundation. We do not need to encroach adjoining property for such a shallow trench. 4. Existing and proposed water & sewer services for lots A & B are shown on drawing C -3. 5. Proposed locations of other utilities (i.e., electricity, gas, telephone, cable) for lots A & B are shown on drawing C -3 for coordination only. Preliminary Approval Requirements NECEMEO OTY OF TUKWt1A MAY 2 it 2006 PERMIT CENTER 1. Legal descriptions for the proposed lots and proposed ingress /egress & utilities easements are included on the plat drawings. 2. A draft copy of the private ingress /egress and utilities easement to be recorded at King County is attached for your review as requested. 3. The short plat lot closures are attached as requested. 4. The lots are to be labeled A and B. Final Approval Requirements Civil Plans / Site Development Plan 1. It is noted on the civil plans / site development plans that individual house foundation and drainage system shall provide a specific geotechnical assessment with final design recommendation. ICON 1082 Kirkland Avenue NE, Suite B, Renton, WA 98056 Phone (425) 272 -1020 0 Fax (425) 272 -1021 a subsidiary of SACORP (Both are certified M /DBE firms Ms. Rebecca Fox Department of Community Development City of Tukwila May 22, 2006 Page 2 of 2 2. It is noted on the civil plans / site development plans that the geotechnical engineering report, by GEO Group Northwest, Inc. dated 8/31/05, and subsequent geotechnical reports shall be complied with. Short Plat Survey Recording Document 1. Legal descriptions for the proposed lots and proposed ingress /egress & utilities easements are included on the plat drawings. 2. It is noted on the plat that individual house foundation and drainage system shall provide a specific geotechnical assessment with final design recommendation. 3. It is noted on the plat that the geotechnical engineering report, by GEO Group Northwest, Inc. dated 8/31/05, and subsequent geotechnical reports shall be complied with. 4. The original legal description on plat sheet 1 of 2 is corrected. 5. We have verified that the ingress /egress and utilities easement is to be approximately the east half of the new lot 1. 6. The final short plat map will include an original stamp and signatures by the Land Surveyor. General Comments 1. The applicant will apply for a public works permit after preliminary short plat approval. 2. All utilities including power will be underground per City of Tukwila ordinance. 3. Prior to work within the City Right of Way, the owner /applicant will sign and notarize a Hold Harmless Agreement. 4. Work within City Right of Way / Street Use as part of the Public Works permit will be supplied a Bond and Insurance. 5. The applicant will request a building permit after the final short plat approval. 6. A transportation impact fee will be paid to obtain the building permit. 7. The rockeries /retaining walls, if they are higher than 4 feet or surcharged will require separate building permit. If the above responses are acceptable, we request approval of the submitted material. If you need any other information, please call me. Thank you. Sincerely, ICON Shailesh Tatu, P.E. Area Manager statu @iconengrs.com ICON 6300 Southcenter Blvd., Suite 200; Tukwila, WA 98188 Phone (206) 241 -3100 9 Fax (206) 439 -9447 a subsidiary of SAC . RP O Both are certified M /DBE firms 357 14 213 100.31' S87 ° 53'26 "E ( Traverse Summary ) Closed Loop 8 Points From 221 To 221 Horizontal Distance: 394.74 Feet Slope Distance: 394.74 Feet Area: 7994 SqFt 0.18 Acres Area Lot A 7994 SqFt 0.184 Acres 50.00' N87 °51'02 "W [ Error Summary ] Relative: 1 : 0 (Closed Loop) Linear:0.00 Feet Direction:NO °00'00 "E Northing:0.00 Feet Easting:0.00 Feet Elevation:0.00 Feet Angular: None [ Closing Points ] Point Northing Easting Elevation From 221 178633.8817 1282122.1760 0.000 To 221 178633.8817 1282122.1760 0.000 Correct 221 178633.8817 1282122.1760 0.000 0 0 c ci 223 CO co 0 N z 30.00' co m 222 N87 °51'02"W 221 358 0 20' OM MN I mg State Plane Lot Closure Lot A 215 357 [ Traverse Summary ) Closed Loop 7 Points From 358 To 358 Horizontal Distance: 371.31 Feet Slope Distance: 371.31 Feet Area: 6740 SqFt 0.15 Acres [ Error Summary ] Relative: 1 : 0 (Closed Loop) Linear:0.00 Feet Direction:NO °00'00 "E Northing:0.00 Feet Easling:0.00 Feet Elevation:0.00 Feet Angular: None [ Closing Points] Point Northing Easling Elevation From 358 178738.6846 1282126.1094 0.000 To 358 178738.6846 1282126.1094 0.000 Correct 358 178738.6846 1282126.1 094 0.000 5 8. 07. S76 . 3T3 8, E . Area Lot B 6740 SqFt 0.155 Acres 100.31' N87 °53'26"W 216 m 217 45.00' S87 °51'02•E 0 20' II• Ns I State Plane 219 358 Lot Closure Lot B 01 IJ ro CD 1J m U1 01 v m North Line Vacated S. 137th St 51.45' (3 S87 ° 53'26 "E . tom bo co co in cn ▪ c, ^ • o t3! N_ C/) W r w co In b O to to co O N M O °0 VI N 30.00' N87 ° 51'02 "W 0 MN MI East Line Lot 2 20' Easement For Ingress, Egress, and Utilities Legal Description: Lot A: (State Plane) That portion of Lots 1 and 2, Block 5, and a portion of Vacated South 137 St. (Garden Place), Robbin's View Tract Addition To Riverton, According to the plat thereof, recorded in Volume 17 of Plats, Page 90, Records of King County, Washington, Described as Follows: Beginning at the South West corner of said Lot 1, thence S87° 51' 02 "E along the South line thereof a distance of 10.00 feet to the True Point Of Beginning; thence N25° 02' 12 "W a distance of 42.97 feet; thence N01° 05' 41 "E a distance of 36.59 feet; thence S87° 53' 26 "E a distance of 100.31 feet to the East line of said Lot 2; thence S02° 08' 58 "W along said line and its Southerly projection a distance of 104.88 feet to the centerline of Vacated South 137 St; thence N87° 51' 02 "W along said centerline a distance of 30.00 to the East margin of 41 Ave South projected northerly; thence NO2° 08' 58 "E along said projection a distance of 30.00 feet to the South line of said lot 2; thence N87° 51' 02 "W along the South lines of said lots 1 and 2 a distance of for 50.00 feet to the True Point of Beginning. Legal Description: Lot B: (State Plane) That portion of Lots 1 and 2, Block 5, Robbin's View Tract Addition To Riverton, According to the plat thereof, recorded in Volume 17 of Plats, Page 90, Records of King County, Washington, Described as Follows: Beginning at the South West corner of said Lot 1, thence S87° 51' 02 "E along the South line thereof a distance of 10.00 feet; thence N25° 02' 12 "W a distance of 42.97 feet; thence N01° 05' 41"E a distance of 36.59 feet to the True Point of Beginning; thence N01° 05' 41 "E a distance of 89.66 feet to a point that lies N76° 37' 39 "W a distance of 58.07 feet from a point on the East Line of said Lot 1 that lies 153.15 feet North of the Southeast corner thereof; thence S76° 37' 39 "E a distance of 58.07 feet to said east line; thence S02° 08' 58 "W along said East line a distance of 33.15 feet to the North line of the South 120.00 feet of said Lot 2; thence S87° 51' 02 "E along said North line a distance of 45.00 feet to the East line of said Lot 2; thence S02° 08' 58 "W along said East line a distance of 45.12 feet; thence N87° 53' 26 "W a distance of 100.31 feet to the True Point of Beginning . Legal Description: Easement For Ingress & Egress & Utilities That portion of Lots 1 and 2, Block 5, and a portion of Vacated South 137 St. (Garden Place), Robbin's View Tract Addition To Riverton, According to the plat thereof, recorded in Volume 17 of Plats, Page 90, Records of King County, Washington, Described as Follows: Beginning at the South East corner of said Lot 2, thence S02° 08' 58 "W along the projection of the east line of said Lot 2 a distance of 30.00 feet to the centerline of said vacated street;thence N87° 51' 02 "W along said centerline a distance of 30.00 feet to northerly projection of the East margin of 41 Ave South; thence NO2° 08' 58 "E along said projection a distance of 30.00 to the South line of said Lot 2; thence N11° 55' 38 "W a distance of 65.12 feet; thence N23° 31' 23 "W a distance of 12.95 feet; thence S87° 53' 26 "E a distance of 51.45 feet to the east line of said Lot 2; thence S02° 08' 58 "W along said east line a distance of 74.88 feet to the True Point of Beginning. 8105040821 MUTUAL EASEMENTS FOR SEWER AND WATER This agreement is executed on April AC , 1981 by and among James E. Toulouse. Richard H. Toulouse and Ernest J. Funk. WITNESSETH THE FOLLOWING: RECITALS RECCE F CASHSL A. James E. Toulouse owns as his separate property the house with a street address of 4102 South 137th, Seattle, Washington, located on the following described real property situated in King County, Washington, to -wit: That portion of Lots 1 s 2, Block 5, Tract "A" AND a portion of vacated South 137th Street (Garden Place), Robbins View Tract Addition to Riverton, according to the plat thereof as recorded in Volume 17 of Plats on page 90, records of King County, Washington, described as follows: Commencing at the southwest corner of said Lot 1; thence S 89 °52'24" E along the south line thereof 10.0 feet to the True Point of Beginning; thence N 27 °03'34" W 42.97 feet; thence N 0 °55'41" W 126.25 feet; thence S 78 °39'09" E 58.07 feet to a point on the east line of said Lot 1, 153.15 feet north of the southeast corner thereof; th ^nce S 0 °07'36" W along the east line of said Lot 1, 33.15 feet; thence S 89 °52'24" E along the north line of said Lot 2; thence S 0 °07'36" W along the east line of said Lot 2 and its southerly extension, 150.0 feet to the centerline of vacated South 137th Street, formerly Garden Place; thence N 89 °52'24" W along said street formerly East View Street; thence N 0 °07'36" E along said street margin, 30.0 feet to the south line of said Lot 2; thence N 89 °52'24" W along the south lines of said Lot 2 and Lot 1, 50.0 feet to the True Point of Beginning. B. Richard H. Toulouse owns as his separate property the houses with street addresses of 4102 1/2 South 137th and 4019 South 136th, Seattle, Washington, located on the following described real property situated in King County, Washington, to -wit: That portion of Lot 1, Block 5 and Tract "A ", Robbins View Tract Addition to Riverton, according to the plat thereof as recorded in Volume 17 of Plats on page 90, records of King County, Washington, described as fol- lows: Commencing at the southwest ^.orner of said Lot 1; thence S 89 °52'24" E along the south line tnereof 10.0 feet to the True Point of Beginning; thence N 27 °03'34" W 42.97 feet; thence N 0 °55'41" W 126.25 feet to a point that lies N 78 "39'09" W 58.07 feet from a point on the east line of said Lot 1, 153.15 feet north of the southeast corner thereof; thence S 46 °40'49" W 93.72 feet to the west line of the east 80.0 feet of said Tract "A "; RECORDED CHI': rs MAY 4 4 20 IN 'Q' RECORDS ; ELECTIONS MK COUNT 1`. { .:V1E'E '..... 1 . 8105040821 thence S 0 °07'36" W along said west line 100.0 feet to the north line of the south 120.0 feet of said Tract "A "; thence S 89 °52'24" E along said north line and along the south line of said Lot 1, 90.0 feet to the True Point of Beginning. TOGETHER WITH an easement for road purposes over the north 10.0 feet of the south 120.0 feet of the ease 80.0 feet of said Tract "A ". SUBJECT TO easements and covenants of record. ;11 C. Ernest J. Funk owns as his separate property the real estate described below: That portion of tract 67, Riverside Inter- urban Tract lying southerly of South 136th Street. ALSO that portion of Tract A, Robbins' View Addition to Riverton lying north and west of a line described as follows: Beginning at the intersection of the westerly boundary of said tract "A" and a line parallel to and 120 feet north of, when measured at right angles to, the south boundary of said tract "A "; thence S 89'52'24" E along said parallel line to a line parallel to and 180 feet west of, when measured at right angles to, the easterly boundary of said tract "A "; thence N 00 °07'26" E along said parallel line 100.00 feet; thence S 89 °52'24" E, 10.00 feet; thence N 00 °07'36" E; 90.00 feet; thence S 89 °52'24" E, 900.00 feet; thence N 00 °07'36" E to the northerly boundary of said tract "A" and the end of the line described. AND TOGETHER WITH an easement for road pur- poses over the north 50 feet of the east 80 feet of said tract. D. The three afore - mentioned houses are now served by a sanitary sewer which goes across the property of Ernest J. Funk. The Funk property in turn is served by a private waterline which goes across the Toulouse land. The parties desire by this instrument to establish their mutual rights to continue use of the existing sewer and water lines. Now, therefore, In consideration of the mutual promises here inafter set forth, the parties enter into the following: AGREEMENT 1. Each of the parties has an easement over the lands of the other to continue use of the existing sewer and water lines. 2. Each party shall have the entire cost of maintenance, repair or reconstruction of the line which serves his property. Provided, however, that with respect to the sewer lines of the Toulouses' the cost of maintenance repair or reconstruction shall be borne in equal shares. When necessary to repair, clean or reconstruct a line the party for whose benefit the easement is given shall have the right of entry on the lands of the others for that purpose. ■ ■ 3. This agreement shill be a conversant running with the land and shall be binding upon all parties, their heirs and assigns. In witness whereof the parties have executed this instrument on the day and year first above written. STATE OF WASHINGTON ) )ss. COUNTY OF K I N G ) On this day personally appeared before me James E. Toulouse, known to me to be the individual described in and who executed the within and foregoing instrument and acknow- ledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this .1 ; day of April, 1981 STATE OF WASHINGTON ) )ss. COUNTY OF K I N G ) . e y.d '•James E. Toulouse r 4.4 .i:/ Richard H. Toulouse t .0 60- t.. �✓ Ernest' J. Funk NOTARY 'PUBLIC in and for the State of Washington, residing .. at • On this day personally appeared before me Richard H. Toulouse, known to me to be the individual described in and who executed the within and foregoing instrument and acknow- ledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of April, 1981. 1 ( , NOTARY PUBLIC in an for the State of Washington, residing at __,, STATE OF WASHINGTON ) )ss. COUNTY OF K I N G ) On this day personally appeared before me Ernest J. Funk, known to me to be the individual described in and who executed the within and foregoing instrument and acknowledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this i;ay -of- April, 1981. c /1-C.- N NOTARY/PUBLIC ih and for the C State'of Washin on, residing at L.;- .. , U FILED for Record at Request of NACINTOM r ^,;.IE, nLANKINSH!P & AUS 5LArTLE. WA 981 • ■ . 8106160674 MUTUAL EASEMENTS FOR SEWN. AN WATER This agreement is executed on April %1„ 1981 by and among James E. Toulouse, Richard H. Toulouse and Ernest J. Funk. tITNESSETH THE FOLLOWING: REC I T A:S OM A. James E. Toulouse owns as his separate property the house with a street address of 4102 South 137th, Seattle, Washington, located on the following desc"ri::ed :cal property r•7 situated in King County, Washington, to -wit: That portion of Lots 1 s 2, Block 5, Tract "A" AND a portion of vacated South 137th Street 5 (Garden Place), Robbins View Tract Addition to Riverton, according to the plat thereof as recorded in Volume 17 of Plats on page 90, records of King County, Washington, described as follows: Commencing at the southwest •orr.cr of said Lot 1; thence S 89 °52'24" E along the south line thereof 10.0 feet to the True Point of Beginning; thence N 27 °03'34" W 42.97 feet; thence N 0 °55'41" W 126.25 feet; thence S 78 °39'09" E 58.07 feet to a point on the east line of said Lot 1, 153.15 feet north of the southeast corner thereof; th ?nce S 0 °07'36" W along the east line of said Lot 1, 33.15 feet; thence S 89 °52'24" E along the north line of said Lot 2; thence S 0 °07'36" W along the east line of said Lot 2 and its southerly extension, 150.0 feet to the centerline of vacated South 137th Street, formerly Garden Place; thence N 89 °52'24" W along said street formerly East View Street; thence N 0 °07'36" E along said street margin, 30.0 feet to the south line of said Lot 2; thence N 89 °52'24" W along the south lines of said Lot 2 and Lot 1, 50.0 feet to the True Point of Beginning. B. Richard H. Toulouse owns as his separate property the houses with street addresses of 4102 1/2 South 137th and 4019 South 136th, Seattle, Washington, located on • the following described real property situated in King County, Washington, to -wit: . That portion of Lot 1, Block 5 and Tract "A ", Robbins View Tract Addition to Riverton, according to the plat thereof as recorded in Volume 17 of Plats on page 90, records of King County, Washington, described as fol- lows: Commencing at the southwest ^.orner of said Lot 1; thence S 89 °52'24" £ along the south line thereof 10.0 feet to the True Point of Beginning; thence N 27 °03'34" W 44.97 feet; thence N 0 °55'41" W 126.25 feet to a point that lies N 78 °39'09" W 58.07 feet from a point on the east line of said Lot 1, 153.15 feet north of the southeast corner thereof; thence S 46 ° 40'49" W 93.72 feet to the west line of the east 80.0 feet of said Tract "A "; • • thence S 0 °07'36" W along said west line 100.0 feet to the north line of the south - 120.0 feet of said Tract "A "; thence S 89 °52'24" E along said north line and along the south line of said Lot 1, 90.0 feet to the True Point of Beginning. TOGETHER WITH an easement for road purposes over the north 10.0 feet of the south 120.0 feet of the ease 80.0 feet of said Tract "A ". SUBJECT TO easements and covenants of record. C. Ernest J. Funk owns as his separate property the real estate described below: That portion of tract 67, Riverside Inter- urban Tract lying southerly of South 136th Street. ALSO that portion of Tract A, Robbins' View Addition to Riverton lying north and west of a line described as follows: Beginning at the intersection of the westerly boundary of said tract "A" and a line parallel to and 120 feet north of, when measured at right angles to, the south boundary of said tract "A "; thence S 89 °52'24" E along said parallel line to a line parallel to and 180 feet west of, when measured at right angles to, the easterly boundary of said tract "A "; thence N 00 °07'26" E along said parallel line 100.00 feet; thence S 89 °52'24" E, 10.00 feet; thence N 00 °07'36" E; 90.00 feet; thence S 89 °52'24" E, 900.00 feet; thence N 00 °07'36" E to the northerly boundary of said tract "A" and the end of the line described. AND TOGETHER WITH an easement for road pur- poses over the north 50 feet of the cast 80 feet of said tract. D. The three afore - mentioned houses are now served by a sanitary sewer which goes across the property of Ernest J. Funk. The Funk property in turn is served by a private waterline which goes across the Toulouse land. The parties desire by this instrument to establish their mutual rights to continue use of the existing sewer and water lines. Now, therefore, In consideration of the mutual promises here inafter set forth, the parties enter into the following: 1. Each of the parties has an easement over the lands of the other to continue use of the existing sewer and water lines. 2. Each party shall have the entire cost of maintenance, repair or reconstruction of the lin3 which serves his property. Provided, however, that with respect to the sewer lines of the Toulouse's' the cost of maintenance repair or reconstruction shall be borne in equal shares. When necessary to repair, clean or reconstruct a line the party for whose benefit the easement is given shall have the right of entry on the lands of the others for that purpose. AGREEMENT STATE OF WASHINGTON ) )ss. COUNTY OF K I N G ) On this day personally appeared before me Ernest J. Funk, known to me to be the individual described in and who executed the within and foregoing instrument and acknowledged that he signed the sane as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this ' day of April, 1981. NOTARY PUBLIC in and for the State of Washington, residing at ; / , ....,. .......... .. 3. This agreement shall be a convenant running with the land and shall be binding upon all parties, their heirs and assigns. In witness whereof the parties have executed this instrument on the day and year first above written. STATE OF WASHINGTON ) ) ss. COUNTY OF K I N G ) S. .TE OF WASHINGTON ) )ss. COUNTY OF K I N G ) James. Toulouse Richard H. Toulouse Er: est J; Funk On this day personally appeared before me James E. Toulouse, known to me to be the individual described in and who executed the within and foregoing instrument and acknow- ledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. i GIVEN under my hand and official seal this ' day of April, 1981 f NOTARY PUBLIC in and for the State of Washington, residing at On this day personally appeared before me Richard H. Toulouse, known to me to be the individual described in and who executed the within and foregoing instrument and acknow- ledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official seal this ' day of April, 1981. ) . NOTARY PUBLIC in and for the State of Washi•: ^ton, residing at •• • 8107220758 Mutual easements for sewer and water This''aareoment is executed on April rte , 1981 by and among_ James E. Toulouse, Richard H. Toulouse and Ernest J. Funk. A. James E. Toulouse owns as his separate property the house with a street address of 4102 South 137th, Seattle, Washington, located on the following described real property situated in King County, Washington, to -wit: That portion of Lots 1 s 2, Block 5, Tract "A" AAD a portion of vacated South 137th Street (Garden Place), Robbins View Tract Addition to Riverton, according to the plat thereof as recorded in Volume 17 of Plats on page 90, records of King County, Washington, described as follows: Commencing at th.' southwest corner of said Lot 1; thence S 89 °52'24" E along the south line thereof 10.0 feet to the True Point of Beginning; thence N 27 °03'34" W 42.97 feet; thence N 0 °55'41" W 126.25 feet; thence S 78 °39'09" E 58.07 feet to a point on the east line of said Lot 1, 153.15 feet north of the southeast corner thereof; thence S 0 °07'36" W along the east line of said Lot 1, 33.15 feet; thence S 89 °52'24" E alone the north line of said Lot 2;' thence S 0 °07'36" W along the east line of said Lot 2 and its southerly extension, 150.0 feet to the centerline of vacated South 137th Street, formerly Garden Place; thence N 89 °52'24" W along said street formerly East View Street; thence N 0 °07'36" E along said street margin, 30.0 feet to the south line of said Lot 2; thence N 89 °52'24" W along the south lines of said Lot 2 and Lot 1, 50.0 feet to the True Point of Beginning. 8. Richard H. Toulouse owns as his separate property the houses with street addresses of 4102 1/2 South 137th and 4019 South 136th, Seattle, Washington, located on the following described real property situated in King County, Washington, to -wit: t portion of Lot 1, Block 5 and Tract "A ", Rob 'ns View Tract Addition to Riverton, accor i to the plat thereof as record - • in Volume 1 of Plats on page 90, record of King Count Washington, described s fol- lows: MUTUAL EASEMENTS FOR SEWER AND WATER WITNESSETH THE FOLLOWING: RECITALS ,_ a_ ►i -. Commencing at the southwest ^.•rner of said Lot 1; thence S 89 °52'24" along the south line thereof 10.0 feet to the True Point of Beginning; thence N 2 4 '34" W 42.97 feet; thence N 0 °55'41" W 26.25 feet to a point that lies N 78 ° 3 9" W 58.07 feet from a point on the eyt line of said Lot 1, 153.15 feet north of•the southeast corner thereof; thence 4-46 ° 40'49" W 93.72 feet to the•west 1 ling of /the east- 80.0.feet of said Tract' "A "; 17442' MAY 4 42o P!' ' RECORD` •t i_LEC7rNS 8107220758 port ract Ntvc:,:ijo Interurban southeily of South lir..th Stroct. ALSO that portion of Tract A, Robbirs. Vi ..'w Addition to Riverton lying north and west of a line described follows: Beginning at the intersection el the wostorly boundary of said tract "A" a lino parailel to and 120 feet north of. wher measured at riot'. andlos to. the south boundary ot said tra4t "A thenc-. S :9°:12 alond :;aid parallel lire to a I.nc parallel to and 160 root west of. when measured at right an....es to, the easterly boundary of said tract "A': thence N E along said parallel line 100.00 feet: thence 7 toot: thence N C 0 0 7 '35" E. 9U.00 foet! tnt:noc. F. 0 0.00 feet! thcncc 00 F to the northerly boundary cf said tract - A' ard the end of the lino do: Vacated 40th Avenue South adjoining. AND TOCETHE1 WITH an oasemont for road purposes 'v,:: the north - - 4 ) feet of t h e e ast 60 foot of said tract. .i, TOGETHER WITH an easement for rood purposes over the north •-.. 10.0 feet of the south 120.0 feet of the east 80.0 feet of • said Tract "A". CV CD SUBJECT TO easements and covenants of record. II I OD S :V CV CD !'hat portion of Lot.. 1 a Block 1. Tract' ' .. AND pot t 1' •t: o vacated South 137th a :re e't leer den Place). Robbins View Tract Addition. to RI Cerlon, a:'eo :dines to the plat thereof as re'iorded in \ 17 of .'tats on pa: :e •.. records of Keno County wil_ht:. :ton, described a: follows: . ommer:e'l: " at t he' sot :t hwest cornet of said Lot 1: thence S .I S9 ° 5= _L aio' ei the 9outh lire thereof i..i` feet to the True t'tlint J' Beginning: thence` N 2 id 42.`+ feet; thence N ' °.;5' 41" W ^ 1 . 26.25 feet! thence S 7S °39'O9•' E 58.0 feet to a point on the east line of said Lot 1. 153.15 feet north of the southeast corne: thc'r'..of' thee S 0°07'3b" W F i Lot 33.15 feet . thence S along the east line. of said et 1. 89 °52'24" F along the north line of the south t2t'.0 feet of said Lot 2 45.0 feet to the east I :far of said Lot 2: thence S 0 W along: the oast line of said Lot 2 and . its southerly extension. 1.H.t' feet to the centerline of vacated South 137th Street, formerly Garden Place; thence N W along said street centerline 30.0 feet to the east margin of 41st Avenue 'cuth, for : :ierly East View Street: thence .N 0 E :long said street near in.. 30.0 feet to the South lines of Said Lot 2: thence N 8' " 52'24" W along the south lines of said Lot 2 and Lot. 1, 50.0 feet to the :'rue Point of Beginning. SUBJECT TO easement and covenants of record. That portion of Lot 1, Block. 5 AND Tract "A'', Robbins View Tract Addition to Riverton, according to the plat thereof as recorded in Volume 17 of Plats on page 90, records of King County, Washington, described as follows: Commencing at the southwest corner of said Lot 1: thence S89 ° 52'24" F alone{ the south line thereof 10.0 fret to the True Point of Beginning: thence N 27 W 42.97 feet: thence N 0 ° 55'4]" W 126.25 feet to a point that lies N 78 W 58.07 feet from a point on the east lino of said Lot 1, 153.15 foot north of the southeast corner thereof: thence S 46°40'49" W 93.72 feet to the west lire of the east 80. ii feet of said Tract "A": thence S 0 " W a.lot;ei said west line 100.V feet to the north line of the south 1M.0 feet of said 'react "A": thence S 49 °52'24" F along said north line and along the south ling of said Lot 1. 90.0 feet to the ' "rue Point of Be»tinninet. _. ........ r...... - ss.ix _ Nigive:i.LiA l•:sEaM:ti.y � f etati i, .�.... shc .t71.: .._t, .., :..,..... :1: .1� .t 7'71•. , 1.:. he . r. .l;..l .l: ., . .... I : w l t n - . � i it'!', , • 1 : h.A . •' i•. . h . . 1... .1'..iPc! :t .. .h. day .171.. 1 f tr... .l?':'. .• '.critton. ST;,TF OF WASHINGTON ) COUN"'Y OF I I 'v c 1 •. i ,1Tt'. I iii Ill: <p ♦.I. .. .� t • . J une tM37 Funk On this dad' personally apt ■eared before rlr James E. Toulouse, known to ,me to be the individual dosrribcd in and who executed the within and ft. instrument and acknow- ledged that he signed the same as his free and voluntary act and deed for the uses and purposes therein mentioned. GIVEN under my hand and official sal this day of April, 191 • STATE OF WASHINGTON 1 1S . COUNTY OF K I ` G 1 NOTARY PUBLIC in and for the State of Washington, residing at • On this day personally appeared before me Richard H. Toulouse, known to me to be the individual described in and who executed the within and foregoing instrument and acknow- ledytd that he :;.i.Tn the : as his free and voluntary art and deed for the ur7cs and purposes therein mentioned. GIVEN under my hand and official seal this day of April, 1981. NOTARY PU3LIC in and for the St.lt.e of Washington, residing at. OP ) :OUNTY OFKING on this day personallv appeared le:f%ro me Ern....:;! j. Funk, Known to me to be the individu.11 .i.-:“ in ana whe executed the within an.: foreoein.: inz:trument and acknowledoed that he signed the same as !ree A:la voluntary act and deea for the w:es and purposes tnerein !new.ioned. GIVEN under my hand and official seAl this dav of April, 1981. 1; NORY PC!ALIC In and for the State of Washington, residing 41 at FO P it 377.41est ct .10DN D. MANKINSIIIP 7703250669 EASEMENT GRANTORS, Harold E. Toulouse 4102 S. 137th St.. Seattle, WA 98168 Fur and in consideration of one dollar ($1.00) and other valuable considerations, the receipt of which is hereby acknowledged, grants and conveys to GRANTEES, VAL VUE SEVER DISTRICT, King County, Wash - .igton, a Municipal corporation, an easement and right -of -way, over, across, along, through, and under the following described property situated in King County, Washington, to wit: THE SOUTH 10 FEET OF THE EAST 30 FEET OF: LOT 1 -2 BLK 5 ROBBINS VIEW TR ADD TO RIVERTON 5 175 FEET OF 1 LESS POR LV N OF LN RNC FR PT ON E LN 153.15 FEET N OF SE COR TAP ON W LN 162.08 FEET N OF SW COR TGW S 120 FEET OF 2 & POR VAC ST ADJ. For the purpose of constructing, installing, reconstructing, replac- ing, repairing, maintaining and operating a sewer pipeline and lines and all necessary connections and appurtenances thereto, together with the right of ingress thereto and egress therefrom for the pur- pose of enjoying the easement, and also granting to Grantees and to those acting under or for Grantees the use of such additional area immediately adjacent to the above easement as shall be required for the construction of the sewer pipeline or lines in the easement, such additional area to be held to a minimum necessary for that pur- pose, and immediately after the completion of the construction and installation, or any subsequent entry upon the easement, Grantees shall restore the premises as near as may be to its condition immed- iately before such construction or entry. IN WITNESS WHEREOF, Grantors have hereunto set their hand this day of T , 19'77. STATE OF WASHINGTON ) ) SS COUNTY OF KING 196 EXCISE TAX NOT REQUIRED King Co. Recd; ds Division On this a day of a dN , 197/ , before me the undersigned, a NOTARY PUBLIC in and for the State of Washington, duly commissioned and sworn, personally appeared 14A4gi. v j!.. 1 n r..r - ow Sc to me known to be the individuals described in and who executed the foregoing instrument; and acknow- ledgsd to me that (Yi - He, ) signed and sealed the said instrument as (Trals., His, Her) free and voluntary act and deed for the uses and purposes there ni mentioned. t• :ITNESS my hand and official seal hereto affixed the day and year in this certificate above written. NOTARY PUBLIC in and for the State of Washington, residing at 8 - -2o • • City of Tukwila Department of Community Development Steve Lancaster, Director Shailesh Tatu, P.E. ICON 1082 Kirkland Avenue NE, Suite B Renton, WA 98056 RE: First Comment Letter- -Ajmer Singh Short Plat —L06 -003 April 12, 2006 Dear Mr. Tatu: Your application for a short plat located at 13702 41 Avenue S., Tukwila WA was found to be complete on March 2, 2006 for the purposes of meeting state mandated time requirements. The Short Subdivision Committee has completed its review and has the following comments. Prior to receiving Preliminary Short Plat approval, you will need to address the following comments : Rf 1. The Title Report that you have provided describes four (4) easements that have been recorded (See portion of Title Report enclosed.) Provide a copy of each easement. This will determine that the lot is buildable and not hindered by easements. 2. Civil Site Development Plan (C 1— attached) -- Verify that you are not clearing trees in the area marked "CRS." 3. Civil Site Development Plan (C2—enclosed) Verify the limits of work. On C2, you are showing contour changes beyond the property lines. How will you construct the rockeries on the property line? Will you need a temporary construction easement? 4. Civil Site Development Plan- -Show the existing and proposed water and sanitary sewer service for Lot A and B. 5. Civil Site Development Plan - -Show the proposed location of other utilities (i.e. electricity, gas, telephone, cable) as applicable for Lots A and B. Pace I of 3 04/12/2006 Steven M. Mullet, Mayor 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washineton 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 As a condition of receiving Preliminary Approval, you will need to address the following comments: 1. Write up the legal descriptions of the proposed lots, including all easements. 2. Provide a draft copy of the Private Ingress/Egress and Utility Easement for review by Public Works. This shall be a separate document from the Final Short Plat map, and will be recorded at King County. The language for the easement should be clear on who will maintain the driveway and installed utilities. (See sample enclosed.) 3. Provide a copy of the short plat closure for the new lots. Allowable error of closure shall not exceed one foot in 5,000 feet. 4. Verify if the new lots are to be labeled Lot A and Lot B, or Lot 1 and Lot 2. Prior to receiving Final Short Plat approval, the following comments need to be addressed: Civil Plans/ Site Development Plan- 1. Provide a note that individual house foundation and drainage system shall provide a specific geotechnical assessment with final design recommendations 2. Provide a note to comply with the Geotechnical Engineering Report, by GEO Group Northwest, Inc., Dated 8/31/05, and subsequent geotechnical reports. Short Plat Survey Recording Document- 1. Plat Survey- -Show the proposed legal description for the lots, and legal descriptions for the ingress, egress and utilities easements on the plat survey. 2. Provide a note on the final short plat map, to comply with the Geotechnical Engineering Report, by GEO Group Northwest, Inc., dated 31 August, 2005, and subsequent geotechnical reports. 3. Provide a note on the final short plat map stating that the individual house foundation and drainage system shall provide a specific geotechnical assessment along with final design recommendations. 4. Revise the final short plat map, sheet I of 2. Correct the original legal description as applicable. See Exhibit "A" from Title Report — enclosed. RI Page 2 of 3 04/12/2006 (t:'•Singh short plat 1.06 - 003''' 1st comment -inlb needed.doc General Comments: 1. The applicant may apply for a Public Works Permit after preliminary short plat approval. 2. All utilities including power are required to be underground, ear City of Tukwila ordinance. 3. Prior to work within the City right of way, the Owner /Applicant shall sign and notarize a Hold Harmless Agreement. 4. Work within City right -of -way Street Use as part of the Public Works permit requires a Bond and Insurance. 5. The applicant may apply for a Building Permit after the final short plat approval. 6. A Transportation Impact Fee will apply to the Building Permit. See Public Works Bulletin no. A3 — enclosed. 7. A separate Building Permit is required for Rockeries/Retaining Walls if they are greater than 4 feet high and/or surcharged. If you have questions regarding these comments, please contact me at 206 - 431 -3683 or via e -mail at rfox @ci.tukwila.wa.us. Please note that I will be out of the office between April 13 and April 24, 2006. Sincerely, ( iC>4- Rebecca Fox Senior Planner Enc. 5. Revise the final short plat map, sheet 2 and 2. Verify if the Private Ingress /Egress and Utilities Easement is to be approximately the east half of new Lot "A ". 6. The final short plat map shall include an original stamp and signature by the Land Surveyor . Rf Page 3 of 3 04;12/2006 Q:ASingh short plat L06-003\ 1 st comment -info needed.doc STANDARD STRENGTH TLTER roam GRATE NLET PROTECTION DETAIL TAtL T 20' NO MY TO RE USED THERE POIDNG O WATER MOLE THE CATCH BASH TILL NOT CAUSE TRAFFIC PR09D4 AND WERE 0.0000 071 NOT RESULT N FROSO I or SWIPES. ROTE THIS COAL 6 COL SCIONTC. AMY OMIT 6 ALLOOED MAT INS A IM 0b C.P. OF 510040E TIC REARS TO 001AT131 DE STORED SmOEN1. AN 040E1011 NO CAN YE LASE( RAMMED. LET PROTECTION DETAIL I/ INSERT ME , - 20 JD70S N FILTER FABRIC 961.1. BE SPLC D AT POSTS. USE STAPLES 1IRE ROCS, OR EOLJNENI TO ATTACH FABRIC TO POSTS. FLIER DOW IDLES SEM BE INSTALLED ALONG 15040.5 - 11 ENEVER POSSIBLE SILT FENCE DETAIL SCALE: N.T.S. 212 BY TAG ORE OR EONALENT. P STANDARD STRENGTH FABRIC NW. 1/4, SW. 1/4 , SEC.15 , T 23 N. , R. 4 E, W.M. ?5' MN 4• TO r ONRRI SPALLS L PROVIDE FILL BOTH OF � INGRESS / EGRESS AREA INSTALL O DR ULVERT 6 THERE IS ROAD A ROADS/DE DITCH S T, AS PER C COUNTY ROAD IO ROAD STANDARDS AS PER MG CONHT ROAD 05060. 1211110613 9YlL BE PAKD TO TIE EDGE OF 1-0-0 PRIOR TO 16001004 Cf THE 00600.0501 EMTRANL4 TO 000 DAtlCI C OF THE ROAOMT O 6 RQWIDOED TINT TIC ENTRANCE WE CROONED SO THAI 0.04015 0006 OFF DE ROAD CONSTRUCTION ENTRANCE DETAIL k•IL - 20' IDWUY CRC TRI Nr1H BAG011 IREM VAN NONE SOIL OR 3/A -1 WOO GLMEL 2"l4 OOOD POSTS. STEEL TYKE POSTS, 110111 OR E01120100 GRAPHIC SCALE I I DNCH -So rr. ( IN FEET ) SURVEY LEGEND: RO TESC LEGEND: /YWYO NA10G 100 000'0 -- Oa on AAMI 9 IT 00W 06,.!104 1100 •-9.1 (v 1USD! IDCI WO CUM RUM 40 MOTECTIN 10100 IM GENERAL LEGEND: 06116 0040.0 LOT uK - ,ROPER ILK Ra CENTER UK 0ISTR6 II1-01 -62 TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN & DETAILS SCAM L 20' i ■Ir INS TEMPORARY EROSION 8 SEDIMENTATION CONTROL ` -d A NT A1 m+ 1010 01 N M eft v.LI • x• 04' lalt 11 - 04 - 11 10,10 640-0170 251 252 250 241 24s 11.11=1.,. MEW MEW =It U.1.1 SW= 254 Mal ME MST • 5.50 Mr II. Mili.11111.1 MIREMISil MOW • IP:s.::ILIIR IMMO Ill' 250 IPIAMEE= 2411 ifirEM=111.10 ;As MI •ro uNARIEVIREM 244 2t2 I - -- - - UI =_.• MEillEll TTIF.:1111M 11111■111111.r.r.... mmomayara MIMI '. I- - e ' I ..I :, C .- A c 8 1 RI 114 I Li weN 1 IR a ...: 7. __ . . ._ 0.02 COMTE C1252 k. L int011 2202101* 0222222 to al a DK WO Stam 9.20000 ¢0 =est 024,220) a 24, 0 tic ore ACCESS SECTION A-A ECM 0.20 ROCKERY DETAIL (4' MAX.) N.TA. 0•40 0.55.71 0.40 ACCESS DRIVE PROFILE IC= 110113 NW. 1/4. SW. 1 /4 , SEC.15 • T 23 I ; I PAVING. GRADING & DRAINAGE PLAN SCALIU 001111.41OR 11••■.4 WI= 1111.1411114 I•20 • 5 I I 222 PAVING GRADING DRAINAGE rem moo pm man tSC .42 fl1165U MO It 222 r • if -e n.s.a et-o1-10 no at 102241.120 C-2 1 ▪ .141* •1:011 al • Ple OMAR 0111.••••■ • .1,71. • • , • StaIns 5625. _Ips. Sinn SURVEY LEGEND: GENERAL LEGEND: PEOPVElf tad (DI SC UMW UK ON EWEN LK MBE 102a-a-lut 122/00 SEM= UK asp mix= WO= ROO= 21212051:0 01011/221 an 20 1 SIM EOM • PISPOSED 00111EA00n PUSH It= PM:POSED OISPOSAI. 1711C2 GRAPHIC SCALE 1 INCH t20 ( ) PAVING, GRADING AND DRAINAGE LEGEND: P20205E12 02•0010 P00205E0 452401.1 40 I milli s A ! IiP 'Pl1 w 1 `I �y W 1 5r i; k2 :i 93 x' r <22 III III AJMER SINGH 13702 - 41ST AVE S TUKWILA, WA 98166 AJMER SINGH 2 -LOT 13702 - 41ST AVE S TUKWILA, WA 98168 Itc:, —■— Infrastructure Consulting . Corporation 1052 Kirkland Manna, R.5, 5.lt. 5 R.nton, Washington 55055 Phone. 425.272.1020 - F.. 425 -272 -1021 N m N W z r, F Document Title(s) (or tansaCiion.TiCittiined cg...464.(ali areas applicable to your document mg be filled in) 1. Access/Utility MaintenanceBaseent oil Relic * Easement 2. 3. •:••.. ::: -• ,:' .-•... 4. .. ..' ; . Reference Number(s) of Documents assigned or releasedi'... .....• ...: N/A Additional reference #'s on page of doittmcitt •:City6f Tukwila Sport P lat #141 •••.:, :: •.:. ,-„::, ••... •••:,....•••::-.... .:•••• .....: .1 •,.-... •,. Grantor(s) (Last 'name, first name, initials) i • :•• :•• :: i _ Additional names on page of document. i • : .••• . .:., .__, Gr4intet(s) (L namcKiit, then first name and initials) D A 4 '1^0 J . ii•ar k .•:-. . . , .. .:. Additional names on page .:•'. of dpdtmlent. .',... -.... ••.„ .... .., ,,,.• .? ......,. -... Legal description . (tthbreviatea:..i.e. lot, blOck, plat or i5ction, township, range) Lot 12, Block 2, First Addition To Adams Uome Traits Additional legal is on page _ ..... 3 adoctupeitt.,: ...• ...: ..• .:'.. .;.' ....,.. Assessor's Property Tax Parcel/Account Number ::. Cl Ajsessoilai 11 not yet assigned ... .. . .. .. .. .. 1. - s • . .. .. .. . ., ... .. . ,..... The Auditor/Recorder will rely on the information provided on thectorni: The staff will not read the document to verify the accuracy or completeness of the indexing information provided heiein::: .: .....'•,,,..i' :.:* ** ••,.. .,• RetUrri 'Address. • ..• .... .• •• .• . . Please prt 6ityp;$nforiqadei: WASiiENGio* Cover Sheet (RCW 65.04) I am requesting an emergency nonstandard recording for an ad&ti oia1 fas pnMdedinRCW 36.18.010. I understand that the recording processing requirements may Cov6r„up.oiiitherwise obscure some part of the text of the original document. • • • .• • •• • . . ..• • • • • A.F.R.Ft RECORDING RETURN TO ,:CRA/vIERNW, INC. 945N.,:itENTRAL AVE SUITE #104 KENT, WA'98032 • • •• ,• .• • 1 ASSESSOR'S:PARCEL NUMBER: • • ACCIPS/UTIP:TY MAINTENANCE EASEMENT AND REIXASE..OF EASEMENT Grantor Grantee RENT PARCEL LEGAL DESCRIPTION: LOT 12, BLOCK 2, FIRST AMMON TO ADAMS HOME '1RATS, ACCORDING TO TILE PLAT THEREOF RECORDED IN VOLUME 12 01 PLATS, PA:GE:50, RECORDS OF:K1NG cOulov, WASHINGTON; .• EXCEPT THE WEST 58 lit&T THEREOF. ••• •:. • • ACCESS/UTILITY EASEMENT LEGAL SEE EX111131r"k ••,„ •• r' •• •• EASEMENT AND MAITENANCIt AOREEMENt . .. ,. .• • „ . •• :, :: . .... . .!' r.' .. .• • .• •• .,. ... ,• • ../ TICS EASEMENT AND MAINTENANCE AGREEMENT IS ENTE1IE4INTO THIS ...:' DAY OF .. , DECEMBER 2004, BY AND BETWEEN EN LE AND VUI THI NGUYEN, HUSBAND AND WIFE (HBREAFIER '"GRANTOR") ANDTIEN LE AND VUI 'THI NGUYEN (HEREAFTER•,GRANIEE") ...-.• ,.., :. :, •,,,,,,,' .:.. , .:: ..• SUMMARY . . . •.. ••.•, ...,. ., .: .. 1. SAID PARENT 'PARCEL ISINCRBASiNG FROM.I TO 3 LOTS BY CITY OF TUKWILA SHORT PLAT ca ' .." .-.'• .:... ''-':,. i.: ::, •. .• .•,• 2. SAID SHORT PLAT WILL REQUIREVITLTIIESAND:ACCESS FROM EASEMENT ROAD TO SUPPORT LOTS 1-3 OF THIS.SUBDIVI5ION. ,:'. ...: ...' •:''''..... . : :.• .:• •• .. •:.• . •• •:,,„,,,,..,... ::: • •• x ....:,... ... .•,;..,..;.- AGREME/IT AND GRA* • -.*: . ..,••• ANDIN CONSIDERATION OF THE MUTUAL COVENANT Ii Co*AINL:D. .OTHER GOOD AND VALUABLE CONSIDERATION, THE PARTIES Hi3RETO B GIM R ASFO LLO WS; „..... ... , .... GRANTOR HEREBY GRANTS GRANTEE, ITS HEIRS, ASSIGNS ANDSUiCE,SioRS A = SS OVIIIk.. UNDER, AND ACROSS SAID PRIVATE DRIVEWAY FOR THE puitpostoFftovitizio ACCESS AN•'-•.... UTILITIES TO SERVE LOTS 1, 2, AND 3. TOGETHER WITH THE RIGIIM OF INGRESS AND'EdRESS FOR ACCESS TO CONSTRUCT, REPAIR AND MAINTAIN THE SAME. TOdETFIER tag RIcIIITS TO KEEP THE DRIVEWAY FREE OF OBSTRUCTIONS THAT MAY DrIERFER5:5.VnlinA PROPER „.4. OPERATION AND MAINTENANCE OF THE ACCESS AND UTILITY DRIVEWAY:'.: .$ / OWNER, HEIRS, AND SUCCESSORS AND ASSIGNS, HEREBY COVENANT TO; KEEP ANk PART OF SAID PRIVATE STREET AFFEC1W BY GRANTEE'S USE OF IT IN GOOD .CONDITION AIsIDAEPAIR, NOT TO PEMOVE OR DEMOLISlifiRIVATE STREET OR ANY PART THEREOF, RESTORE'FROMILYAND Rki GOOD AND WORKMANLIKE MANNER ANY PART OF SAID pjavag STREET, witcHtMAY,APFFER FUTURE DAMAGE, (TV) tO COMPLY wr1411 4101•10T SOIIIMR OF APPLCABLE LAWS, ORDINANCES, lEGUliWTIONVANP SIANDA4 (V) NOT TO (xi/twin OP pjaufgr..*AtiE QE :PRIVATE STREET, (Vi) NO PARKING WITHIWTHED11/9EWAY,AREA„AND PRIVATE STREET SHALL BE mAnfrAiNgo.04 orTIATIONAt CONDITIONS CONSISTENT W1TH THE CONDITIONS IN EXISTENCE ON Puplic.STREPTS IN4HE VICINTTY. PRIVATE STREET SHALL AT ALL TIMES BE MAINTAINED To SUPPORT SAFE AND UNIMPEDED PEDESTRIAN AND VEHICULAR ACCESS, INCLUDiNG.FIRE AND OTHER Etiptangey. VEHICLES:WAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO; PRQPIA UPKEEPOF PAVEMENT SURFACES, SHOULDERS AND VEGETATION ONTAkot. (vr) EACH PARTICIPATING PROFIERTY WILL BEAR 1/3 . ((. NE TVERD) OF THE COST OF MAINTAINING SAID PRIVATE DRIVEWAY. .0* : .......... THIS AGREEMEN+IS TO AMEND TILE MAINTENANCE AND AaRtrii&pROED INKING COUNTY RECORDS TINDER RECORDING NUMBER 260412200025A ..1 THIS AGREEMENT SHLL INURE TO THE BENEFIT OF AND BE sntesiblipoWnig maks, SUCCESSORS AND ASSIGNS OF EACH RESPECTIVE PARTY HERET0.-ALkCOVENANT§ HEREIN SHALL BEDEWED ..AND-ARE INTENDED TO BE COVENANTS RUNNINGy/11H THE LAND AS LOT 1, LOT 2, LOT SAID:CITY &TUKWILA SHORT PLAT. COUNTY OF KING STATE OF WASHINGTON) ) SS . ) • I, THE UNDERSIGNED, A NOTAR UBij ORTHESTATEOF WASHINGTON, DO HEREBY CERTIFY THAT ON THIS 7 DAY OF -to ru :,./2‘PERSOi4ALLY APPEARED BEFORE ME. TIEN LE AND VUI THI NGUYEN, KNOWN TO B :THE SAME PERSONS WILOSENAME IS DESCRIBED TO THE FOREGOING INSTRUMENT, WHO EXECUTE:F1HE FORECIOINQAS A PM AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES TIIERONSET gong. cYcl V. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS C 1 gnurrr Nizyj'ARY'S .`'`• NOTARY PUBLIC INIsIDI 1jQ. THE STATE OF WASHINGTON RESIDING AT L#Jt11LO :* COMMISSION EXPIRES i e, ACCESS UTILITY EASEMENT EXHIBIT *Al .• .. .. . . , .. —, .:. ,.. .. _,.,' ,,•,' :•._._ .: .• ,,.....-„,........ •:'' LEGAL •DESCRIPTIOM.1 .,i''''''''''";•• . .,.. • •••• .• ..:: ,.,''''':•:.; *:.: . • , :'• .1 ' : ., ... i .. '',„ :: *: :: ,:'' ...'. .":: ,;: .4:4•.,5: ,i i'::.. '..• ."'"... ''. -:". ;......Z . l' .S. ,:'. ::* ::,.. .;:.. , .. .1. THAT POFM.gt pr 12, BLOCK z.,TMST ADDITION TO ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF1RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KIN COUNTY,:' WASHINGTON; DESCRIBED AS LOLLOWS: BEGINNING AT THE NORTHEAST CORNER' OF Slit/Y....LOT 12/ THENCE NORTH 8753'12 WEST, ...ALONq'THE NORTH LINE THEREOF, 70.60 FEET TO THE EAST LINE OF THE WEST 58.00 FEET':OF SAIO:-.LOT 12 AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 01'06'15 WEST; SAID EAST .1.1NE',. 21.8.65 FEET; THENCE 8753'12* EAST 200 FEETe...... .,:. ...... i THENCE NORTH 01'06'15* EAST 4945 FEET To A....' POINT OF,,,CURVATURE;,, e' THENCE ON A CURVE TO THE RIGHT WITH,,A...RAMUS;OF,.:20%.04...PEE / A' AN ARC OF 31.76 FEET; , . THENCE 5OUTH. 8753'12* EAST 30.25 FEET TO THE EAST LINE OF Oixo,,ILOT 12; THENCE NORM 01'06'15 EAST, ALONG SAID EAST LINE, 20100 FEET; .....; .„ NORTH 8753'12 WEST 30.95 FEET TO A POINT OF CURVATURE, ...,'. THENCE ON A cuityg TO THE RIGHT WITH A RADIUS or26.00 FEET, ..' .• , .• A • • ,.. .....f AN ARC OF 41..6 FEET; THENCE NOTH 0106'15 EAST 26.20 FEET; : NORTH 8'753'12 WEST 2.00 FEET; '.. THENCE et116'15* EAST...32.00 FEET; THENCE SOUTH 87753 100 FEET; THENCE NORTH'.:01'005 EAST 5100 FEET TO THE NORTH LINE OF SAID LOT 12; THENCE NORTH 87531 WESZ, AL010 NORTH LINE, 20.00 FEET TO THE TRUE POINTOt BEGINNING.'4 . . . . . . • . 1,......:...:, .. .::- ...:. ......,.. ,,,,, ••••■1:r • • • • • • • • ACCESS i'VTILITY EASEMENT . . MAP j.. . . . . . -%-..........:.! .•.' i: ,:.'' .-""e .:: ...::: .:... ..`. .-.. (EXHIBIT 20.00' I IF N8753'1 2"W 70.60' t nn LOT 1 1p ITS z 11 ILI r i \-- S8753' 1 2"E -,.-:...., ,,, .... , ....... •:.......„. . ..:.. ,. : c-5 !nib 2.00' . ..,- • ' • 411 •••• pi. • ' 1, ' . ' • 4 0. F: . '::. 9 .:-.. l•-• . I :. . ...; ...' .::• l'ia •c .i *.: • • ' • • . i C,1 a i t"... .... 8859'26' iii * • :0 in ....: 14 = Plr.0. ....1_= 01 06 ...:....,..... In .. 1 41.. 3 1 .`'. e •.:;:, - 9 - : N8r63 i'W .•:. SCAl..b.:.1 -40 30 i':•.. ': w ..y .i. :. - p ...... ....... c.) .• 'LL---...,...... _ .: to .::.‘ c,,, ....... ..e •i r 0 •■•-- if' ..- i: .v, 0 N ..... 1.4° 1-9 L.L.1 91113q R 20.00!: 1— L 1=1 31.76' LOT 2 2 ), ._• 0 z 20.00', :t.. N8753' 1 W • City of Tukwila Department of Community Development Steve Lancaster, Director Shailesh Tatu, P.E. ICON 1082 Kirkland Avenue NE, Suite B Renton, WA 98056 RE: Amjer Singh Short Plan —L06 -003 March 2, 2006 Dear Mr. Tatu: Your application for a short plat located at 13702 41 Avenue S., Tukwila, WA has been found to be complete on March 2, 2006 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if we believe that such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permit identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. I will contact you after other City Departments have reviewed this project. If you wish to get in touch with me sooner, please call me at (206) 431 -3683 or via e -mail at rfox @ci.tukwila.wa.us . Sincerely, Rebecca Fox Senior Planner RI Page 1 of 1 Q: \Singh short plat L06- 003 \Singh completeness letter 3- 2- 06.doc Steven M. Mullet, Mayor 03/02/2006 12:57 PM AMMINIIMMI 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 lc frt Civil/Transportation Engineering [Infrastructure Consulting Corporation] SurveyingpConstruction Management February 15, 2006 Ms. Rebecca Fox, Senior Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 • Re: Ajmer Singh Short Plat —L06 -003 — Responses to Review Comments of 2 -2 -06 13702 41 Avenue South Dear Ms. Fox, Thank you for your expedited, concise, and clear review comments. Following is the manner in which the comments dated February 2, 2006 have been addressed. 1. A set of the plat drawings and the civil engineering drawings reduced to letter size is attached as requested. 2. The following are the estimated cut and fill quantities. Estimated unadjusted cut volume is approximately 250 cubic yards Estimated unadjusted fill volume is approximately 240 cubic yards 3. Completed "Affidavit of Ownership and Hold Harmless Permission to Enter Property" form is attached as requested. If you need any other information, please call me. Thank you. Sincerely, koN Shailesh Tatu, P.E. Area Manager statu @iconengrs.com ICON 1082 Kirkland Avenue NE, Suite B, Renton, WA 98056 Phone (425) 272 -1020 9 Fax (425) 272 -1021 RECEIVED 'FEB 21. '.;� CO fNluNr[Y (DEVELOPMENT a subsidiary of SACORIP (Both are certified M /DBE firms STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at = , NA 98/68 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion , cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. 7 Non- responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at On this day personally appeared before me tome known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS j 1 DAY OF II II" y• C �•• aC L3LIC 1 • U \ •( '- y `t.Q y n9 . 0 0 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss I • .• /m (city), (state), on 4J>Mce_ 143 4 6 (Print Name) ( A NOTARY PUBLIC i residing at off' My Commission expires on (Address) „ 6 — '/ (12- 3 one Number) for the State of Washington e ,c� (f 8/0 20 0 City of Tukwila King County, Washington SHORT PLAT NO. APPROVALS: REVIEWED NO APPROVED BY ME SNORT 5„ ON COMNn1L AND HERBS CERMm HS FUND 1NS_DWOF DEPARTMENT OF ASSESSMENTS . IB A DNE0 AND APPROVED DOS DIY OF 19 RECORDING NO. VOL. /PAGE - ASSESSOR OMBRA SHORT SUMMER COMMIE DEPUTY ASSESSOR AIXDUW MUMDER PORTION OF NW 1/4 OF SW 1/4, SECTION 15, T 23 N, R 4 E, W.M. DEDICATION NEW LEGAL DESCRIPTIONS: ORIGINAL LEGAL DESCRIPTIONS: SURVEYOR'S NOTES KNOW ALL MEN BY THESE PRESENTS, THAT WE, THE UNDERSIGNED, OWNER(S) W FEE SIMPLE OF THE LAND HERON DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND ACKNOWLEDGE THAT SAID SUBDMSION SHALL NOT BE FURTHER DMDED W ANY MANNER WITHIN A PERIOD OF FM= YEARS, FROM DATE OF RECORD, WITHOUT THE FILING OF A FINAL PLAT. THE UNDERSIGNED FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATON OF STUD SHORT SUBDMSION AND THE SINE IS MADE WITH THE FREE CONSENT MID W ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. TO BE COMPLETED UPON PRELIMINARY APPROVAL THAT PORTION OF LOTS 1 AND 2, BLOCK 5, TRACT A AND A I. EASEMENTS, ROADS, RESTRICTIONS, RESERVATIONS, HAZARDOUS WASTE PORTION OF SOUTH 137th STREET (GARDEN PLACE), ROBBINS VIEW DEPOSITS, MOLD INFESTATION, CONSTRUCTION DEFECTS, AND WANG TRACT ADDITION TO RIVERTON, ACCORDING 1O THE PLAT THEREOF ACTMIIES, F ANY, ARE NOT SHOWN EXCEPT AS INDICATED. RECORDED IN VOLUME 17 OF PUTS, PAGES(5) 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 2 UNPATENTED MINING CLAW, RESERVATIONS OR EXCEPTIONS W PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF, WATER BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE RIGHTS, CLAWS OR 1111E TO WATER, F ANY, ARE NOT SHOWN SOUTH 89' 5724" FAST ALONG THE SOUTH LINE THEREOF 10.00 EXCEPT AS INDICATED. FEET TO THE TRUE POINT OF BEGINNING; 3 INDIAN TRIBAL CODES OR REOUIAIIONS, INDIAN TREATY OR TRENCH NORTH 2703'34" WEST 42.97 FEET: ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE THENCE NORTH 055'41" WEST 126.25 FEET 1D A POINT THAT UES SERVITUDE'S F ANY, ARE NOT SHOWN EXCEPT AS INDICATED. NORTH 78'39'09' WEST 58.07 FEET FROM A POINT ON THE EAST UNE OF SAID LOT 1, 153.15 FEET NORTH OF THE SOUTHEAST 4. BASIS OF BEARING: SEE DRAWING. THENCE THEREOF; THENCE SOUTH 78' 39'09" EAST 58.07 FEET TO SAID EAST UNE 5 EQUIPMENT AND PROCEDURES USED: TOPCON CTS 225 TOTAL THENCE SOUTH 00736' WEST ALONG SAID EAST UNE. 33.15 FEET STATION AND CLOSED FIELD TRAVERSE LAST CAl1BRATpN MAY, 2005. TO THE NORTH LINE OF THE SOUTH 120.00 FEET OF SAID LOT 2; ACCURACY MEETS OR EXCEEDS WAC 332- 130 -090. THENCE SOUTH 8952'24" EAST ALONG SAD NORTH UNE, 45.00 ' FRET TO THE EAST LINE OF SAID LOT 2; 0, All MONUMENTS VISITED DURING JANUARY, 2005. THENCE SOUTH 00738" WEST ALONG SAID EAST UNE MID I1S SOUTHERLY PROLONGATION, 150.00 FEET TO THE CEHIERl1NE OF 7. THIS SURVEY WAS PREPARED FOR THE EXCWSNE USE OF AJMER VACATED SOUTH 137th STREET; SOUGH AND DOES NOT EXTEND TO ANY UNNAMED PERSON THENCE NORTH 8•52'24' WEST ALONG SAID CENTERLINE 30.00 OR PERSONS WITHOUT EXPRESS RECTIFICATION BY SURVEYOR FEET TO THE EAST MARGIN OF 41st AVENUE SOUTH; NAMING SAID PARTY. THENCE NORTH 00736' EAST 30.00 FEET TO THE SOUTH LINE OF SAID LOT 2 AND LOT 1, A DISTANCE OF 50.00 FEET TO THE TRUE 8. CRIMTCAL AREAS TO BE FEED VERIFIED BEFORE FINAL DESIGN. POINT OF BEGINNING. 9. ALL LOCATIONS SHOWN HEREON ARE THOSE OBTAINABLE BY SURFACE EVIDENCE ONLY, UNLESS OTHERWISE NOTED. 10. LEGAL DESCRIPTIONS SUPPUED BY OWNER OR THEIR AGENTS. LEGAL DESCRIPTION FOR EASEMENT: INGRESS, it. THE SURVEYOR IS NOT RESPONSIBLE FOR THE REAGGREGATION OF NAME NAME NAME NAME NAME NAME STATE OF WASHINGTON CRY OF TUKWILA I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS /HER) FREE AND VOLUNTARY ACT FOR THE USES MID PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC DATED EGRESS, & UTILITIES ANY UNDERLYING LOTS, F ANY, BY THIS SURVEY. , Q. UNDERLYING FEE SIMPLE OWNERSHIP, NOT SHOWN, EXCEPT TO BE COMPLETED UPON PRELIMINARY APPROVAL AS INDICATED, F ANY. MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF VICINITY MAP* 5170TH ST � ^ € 5lsvm ST WU y w�s ` ' `, 156 I I I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED R TO BE (HIS /HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF - Li o BM 111.,1 sT s 1u111 s NOTARY PUBLIC DATED 5 30V /'l0i MY APPOINTMENT EXPIRES s1..r,1sr ' SURVEY FOR: TUTS 7 AJMER SINGH RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF 19 AT Al IN BOOK OF AT PACE .AT THE REQUEST OF MGR. SUPT. OF RECORDS LAND SURVEYOR'S CERTIFICATE I REGISTERED AS A LAND SURVEYOR BY THE Infrastructure [Icon) Consulting Enghwo•Swryua Corporation 1082 Kirkland Avenue, N.E., Suite L Renton, Washington 98056 Phone: 425-272-1020 - Fax: 425-272-1021 b� p O C p PPS SHORT PLAT FOR AJMER SINGH 1702 - 41ST AVE S TUKWILA, WA 98168 STATE OF WASHIONGTON. CERTIFY THAT THIS PLAT IS BASED ON ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN. CONDUCTED BY ME OR UNDER MY SUPERVISION: THAT THE DISTANCES. COURSES AND ANGLES ARE SHOWN THEREON CORRECTLY, AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE. HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT. Certificate No. OWN. BY T.W., A. K. DATE JANUARY, 2006 JOB NO. 21605 CHKD. BY R. BOYD, PLS SCALE - SHEET 1 OF 2 UNE TABLE UNE LENGTH BEARING L1 3000 N8751'02 - W L2 104.88 NO208'S8 L3 45.12 602 - E 14 45 00 58751'2 - E 15 33.15 50208'58 - W L6 58.07 S76'3739 - E L7 89.66 601115'41 - E LB 36 59 N01105'41 - E L9 42.97 N2502'12 - W 110 50.00 68751'02 - W L11 30.00 NO2 08'Se L12 100.31 58753'26 - E 113 1295 023'31'23 - W 114 65.08 611'45'30 - W City of Tukwila King County, Washington SHORT PLAT NO. BENCHMARK: TOP OF CASED MONUMENT AT INTERSECTION OF SOUTH 144th STREET AND 46th AVENUE SOUTH. ELEV. =287.90' NAVD188, CITY OF SEATTLE. MAY 27th 1994. HOLLY CLUSTER I 248'— NOTES. PLEASE REFER TO RECORD OF SURVEY RECORDED UNDER 20050628900001 1 \ \ N I \\ \ \\ �N.\ ■ '\ m.,1 - SMH .- :. 1M ELEV.= 250.71'1 ...._I� jl► =L 823 .06' z3 O I j 3 j EX FIRE HYDRANT APPROX 230' FROM PROJECT SITE 2" POPLAR 4, POPLAR 9 POPLAR 9" POPLAR POPLAR POPLAR Y OPLAR 1 EX WATER MAIN TO 42nd AVE. S — EX. SANITARY SEWER VACATED SOUTH TO 42nd AVE S 17th STREET EASMENT FOR INGRESS/EGRESS AND UTILITIES RECORDING NUMBER Infrastructure (n) Consulting EnpNea4.&ewy= Corporation 1082 Kirkland Avenue, N.E., Suite B Renton, Washington 98056 Phone: 425 -272 -1020 - Fax: 425 -272 -1021 RECORDING NO. VOL. /PACE PORTION OF N w1 /4 of S w__1 /4, S,_IS__ T._23N _ GENERAL LEGEND: SURVEY LEGEND: — — —232 — — 0 PROPERTY UNE LOT UNE ROW CENTER UNE EASEMENT SETBACK UNE EXISTING CONTOUR TOP/TOE OF SLOPE EDGE OF ASPHALT CEDAR FENCE UNE EXISTING ROCKERY EXISTING CONCRETE / /iii / / / / /Tull/ / /// EXISTING HOUSE V DWN. BY -0- xu CB SD • O X W UG H • CHKD. BY R. BOYD. PLS EXISTING GAS METER EXISTING UTILITY POLE COSTING WATER METER EXISTING CATCH BASIN TYPE 1 EXISTING CATCH BASIN TYPE 2 SANITARY SEWER MANHOLE AND EXISTING SANITARY SEWER ONES EXISTING STORM DRAIN EXISTING WATER MAIN EXISTING FIRE HYDRANT SET 5/B" REBAR 8: CAP FOUND 2 X 3' STAKE SET BRASS TACK & LS TAG SET UNE STAKE DATE JANUARY 2006 SCALE 1 w (.0 0 SHORT PLAT FOR AJMER SINGH 13702 - 41ST AVE S TUKWILA, WA 98168 JOB NO. 21605 SHEET 2 OF 2 • war was TEMPORARY EROSION 8 SEDIMENTATION CONTROL na -R.W. L 001 PL .. 040* 5000, Pl 7.1, LC sum m4r KM UTE IL -10-0 TD ITC l0100-C4M imo GN ) MANCAROCONSTIECTONMIES PRIOR TO STA.. CONSTRuCtot CONTACT ONE -CALL (1 -0100 -004 -5555) FOR WIRY LOCATO5 CONTACTS GENERAL A THE CONTRACTOR A5SL5E5 SOLE RESPONDER 100 MOR(ER W M. AND DN.{ TO SIRLCI0GS AND NPROKWNT5 RESTATING FOR. CONSTRUCTION 07(051ON5 PROJECT SR DE50A (ROWER 0.500. mA4R ETON SNIESN OM P( AZ5 -070 -1070 LARRY EATON, PE A15- 111 -1070 AMR S.C. LOCAL. SHORN FOR E *STING VANES ARE APPROImaTE. Al LEAST A* HDQRS WOK STARTING PROJECT DIE MORN. 101(1 THE UTILITIES MPLCIOR AT 000- 413-0179 WORST A PUBLIC R0RK5 VILIFY 05PEC101 AT LEAST 0. HMOS IN ADAM( BE CALLING 706 -A15 -0179 Tr( CONTRACTOR 5.41 HAVE 014 PER01(S) AM COMMONS. 1115 APPROVED 91.5. AMA CIRRON1 COP. O CRY DC 110'4.10 DEWLOPNENI DUOLMS AND DESIGN NO COIK1RW101 STANDARDS AVAILABLE AT THE JOB $10. Nl .GIN SHALL COCO. 10 THESE APPROVED A. CHANCES 100* THE APPR0KD W MAAS KOI RE PRE - APPROVAL TR THE ONTER THE DOWER. ARO IM COY O TUC.. All 4L1WD5 Aro .MEOWS 9001 10(1 (110 0 11*^AIA UEVELOPl00I D01L*E5 AM D(SCN HAD CONSIR.CION STANDARDS. MESS APPROA00 01 Tr( ROTC ROMS DRECTOR CONTRACTOR 5511 AIANT00 A CURRENT SET 01 RECORD DRNNNGS ON-SITE CONTRACTOR SHALT PROMO RECORD DRAME05 PRO* 10 PROJECT INN. APPROVAL MONDE TRAFFIC CONTROL AND STREET 4AN1(IAANCE PLAN TOP PAL&( HORNS APPROVAL BUCK ARLEAENTAUON ALL 5URKYNG FOR PUBLIC 1ACIR(S SHALL BE DONE UNDER THE 0RC101 OF A 0(5*0IM MEWED LAND 5U0KYOR KR101 DATUM SNIT BE NAND 19801 HORIZONTAL 0054 SHALL BE RAD 51/91 FOR PROEM *111a A 11000 CONTROL ZONE. THE P(R00TE SHALL PRONE CONNERS.. CALCW4(05 10 NOM 1939 ROPOCE OR RELOCATE All 905 DAOAGE* OR R(AOED OE 0(0 (0501* ETON RETAI REPLACE OR RESTORE (MTwG 054004(0* w 0011 -0 -NAY, EA40NIS w0 ACCESS .CIS I NE •OR0 15(00005 SHALL 0 PER URRO00 RAR5 500 5P(CE(41000 ONE, THE 0(00014 5 REWIRED 10 wN1AN A SIT Of APPROWEO PLANS. SPECIFICATIONS AND A550CATE0 PERMS ON 714 JOB SITE MORN 5101A BE 0ER10R00 N ACCORDANCE 4110 Nl . FEDERAL. 510(1 M . A LOOM U RENAME 9WL APPLY FOR A REVISOR FOR ANY RORK 10I ACC.. 10 110 NPPRWRD TENS ! PERMTEE /CON1RAC10R SNAIL ARRANGE A RECONSTRUCT.. C0EEREME NTH THE CITY'S NSMCIOR S) CA 10&0NM0 ANY NOR .OR w RDADRAK 0 4L ROPE N 000400/0 9001 WIT INC 11 NO M 0010MIG I PFOR TO 0041 0C1M11 M CIY 0011 0 - RA1. THE PCRMIEE SHALL PRO*DE 110 OR A IRAFIC CONTROL PLAN FOR RENE* AND APPR00N. THE IRA/ TIC CONTROL ALAN SHALL NCI. 0 E LO N NO . R ESS AND0 000 t4IO0 00 TRAMS 110* OR00 114 RO K C All HORN R10UR0 1014 0.0SURE5 MUST & BY PERO ONLY. fRO0 THE MIRE THRUSDP 1 N0 ANON vIE CLOSURES Tr( THE raL *00 I.AR1 N0. THE 0RC1OR 005 TO O FIRE. I40SO0N. AND 0E0KU10N 4055 TO OOLONGS SHALL BE *00110000 AT ALL 0(5(5. (04011 .144 PERMI& NS PLRM5S0N FROM 004 BUIONG DNER N0 114 CRCCI. r0 O0E AN ACCESS • ALL RO MA'S WEL BE KEPI FREE OF 00 AIM DEBRIS *ST K STREET L USE 0 IR RATER UCR MP OEN. ROAONAK REosAMS. FR(APROVAL TRW 0* THE DIRECTOR, f. 0000LL STEEL 1101(5 PER NM T&MH, AI Am I*E RORK S STEPPED AND THE 1 EWN 5 LIFT OPEN NW. 1/4, SW. 1/4 , SEC.15 , T 23 N. , R. 4 E, W.M. GAN. MR CROWN CONIR4101PS EROS. WANTON AND 5E0MENI CONTROL (ESC) MEASURES OR 114 APPIg0(0 PLANS ARE TNU.N REOUREMIN15 BEFORE ( ANF 0(0 *0 Nl1 000000 R ES01H THE CLEARING LRAM. RIVAL CONSTRU0TIOICTOS ENTRANCE. RANCE. . AND INSTALL (ROSTON PREVENTION AM 10DNERT CONTRA OEASURES *FOR( AM' 00000 0STURBNIR OCCURS, AU. DOM'N510(A0 ER0500 PRE(W. ARID SEGMENT CONTROL MEASURES (ESC) 41151 BE CONSTRUCTED AND IN OPERATOR INSTALL AND 8000,14 ALL ESC MEASURES ACCORDWG 10 THE ESC PLAN ESC W05UR(S. NEVA . ALL P(RwE1ER CONTROL5, SHALL ROAM 0 PLACE UNIT (NAL SR CON51RUCTRI 5 MAPLE AND PENN.. s1ABOZANON 5 ESTABL9CD 1809 TAI 1 1.0001 SEPTIC.&* 00. PRONTO ((L@ORARY ARO PERMAWN1 COER 1AEASU45 10 PROTECT G51LR &0 AREAS INN RILL REMAIN DNMORN00 FOR SEVEN DAYS OR 00000 FROM OCTOBER 11MOUGH APRIL AS, PROM( 1EWORAR1 Mtl PE... CORER MEASURES 10 m01OCT OSIIRBED 0 GAS Iw.l AW REMAIN UII.ORKED FOR IRO OAK OR MGR IN AGGRO, 10 COFER MEASURES. 114 CMIRACTO+ SHALL A PROTECT STOCKRE5 000 STEEP M 000 nu SLOPES E UANORKED fOR WM MAR 11NOUR5 R. STOCKPILE ON LIE, ENOCN GONER W1(RMLS 10 CORER All O51URg0 AREAS C ITN 0100(* B. 5ECO All AREAS MO RI RERAN UNMOVED OURNG 1K K1 SEASON (OCTOBER 11wMKH APRA 10) MOCK ALL SEEDED AREAS. 101 0 10 TAIWAN ESC MEASURES N ACCORDANCE ,RM 114 APPROVED TAI(EN0CE SCHEME 00 RESULT M THE ND 001 4( RORK BE00L0 THE OHCION 0 THE 0000100 10 00100 A 0550540 AS LEN (ANSI THE PROPERTY NACRE SUCH 1,[011(5 ARE LOCATED IL DOR00 114 (NE DE THE PROTECT, IRE PERT M SHALL 000(1■0 M FDOO CORDRII AM PROW, REPAIR. RESTORE ALL GRADE SINF4ES, OUTS. OARS. STRUCTURES. Ka00(00. (R0500 NO 4010E51 CONTROL MEASURES. AND OTHER PROTECT. DEMONS N ACCORDANCE NON APPROVED PLANS t THE PER0011(1 SHALL 801000 THE DDNAISIREAM CRANK{ FORAMS. AR O Lull. NM THE MEOW APPR0001, 0180.1 ALL 40NNN1 04000000 RELOIING MOAT P00ECI MORN 0 ALL MDR* 000004* SILL DE PER APPNDKD PLANS AND SPECECAIONS OWE THE PLR401O 5 0001 050 10 4AN1A0 A 5E1 0 APPROKD PINS AM SPE0((ATCNS ARC ASSOCIATED PE0R.10 ON THE JOB SITE. 000 5H41 BE R(Rr0R4E0 I ...ONCE NT0 0LL FEDERAL. PATE AND LOCAL U. II AS THE FIRST CEDER OF BUSINESS, THE P(RW1I(( SHALL .141 (Rosa* PREVIA I N0 4(5(x0 CONTROL MEASURES PER THE E0 THE ASHALL SAL MI 0(K CO.ASIR( U0PO0AR1 ESC 1.ALRES BEFORE ANY SCE 051 E OCAS. BEFORE (1000.. W*5 ASWES ARE REMW4. M1ALl 440 ESTABLISH ME UPSTREAM PERIL.. ESC MEASURES 11( PERNSHALL IIE( 9L Al ALL IwES PROTECT 45910E ARIAS, THEN OTHERS A0 AD0EEN1 ORNATE N OPERIR5 ANO PUBLIC 13IG05 -0 -RA1 OR EA4WN15 ROY CRMHA40 ORAL 0NO5G OPERATIONS M PERT.( LOLL RESTORE. TO THE 51A000p5 IN EFFECT AT THE 0 M 55UAAEE OF ME PLANT. 4x91( AREAS THEW BLE1005. ATM 119E AND MATE PROPERTIES AND SPRONE1AE510 DA0AC00 BY THE PER0IEE'S OR0IO0. O P(RNna SHALT AMAMI FOR AND COMM" NM THE r0(OAMG. 001(1 014 P000C MORNS DEPARTMENT ROAN AB HOURS EOLIORIG MIAL40011 O ESC WASHES 001,0 PERWSLON IN ROM FROM THE MAUL MORES DEPARIWN1 P007 TO NOD.. THE ESC RAN AN Alt 000 OIUN*5CE VW.. STOMA RATER DRAINAGE 01'51E.. CONTROL WARMS AND 0HE0 FACILITIES AS 0001000 IN THE ESC PLAN REP. ANY 51(010* OR ERD50x DAMAGES 10 AD01m0 PO4((015s AM MM.( (ACMES INSPECT ACCORURO TO ME APPR0.SD ESC MPEC10* SCHEMA( AND MARE W(00 REPAIRS RAWDLATELY MR1 TOM 1 ALL TRENCH E[CWU0N OPERATE). 91,11 WEI OR E +a(0 AL1 ARPLVCABLE LA00 LARS FOR TREMENS ORCR A -FEET DEEP ALL TRENCH VIM 5E51E1 5 SHALL MEE1 *1510* NO0REWNTS O POKER CABLE . FIBER OPTICS. AND TELEPHONE LAWS SHALL BEN A TRENCH WMH A 5' ammo HORIZONTAL 00*070TON FROM 0114* 1IMEROR010 WADES ! ADJUST ALL MANHOLE5, CATCH BA5IN5, MO WAVES 0 PNBLC RIGHTS -Or -MAY OR EASEMENTS Nl(R AyIAIT PAWL E7CM10AR010 NOM ALL 441M0 AM 001[RW5 SHALL WET CITY Of 10REA 40(510PMEH1 00(E1MS AM DESKN AND CDNSTRW10N STANDARD5, AND THE CURRENT 0NG COUNTY 511440( (010* DESIGN ANNUAL, UNLESS OIHERR5E APPRO. 4AP1 ALT STORM CANN INLETS *117 ix. NO 00(110 A00 M14R 'DRAM 10 SMEARS 'OR*M TO 0I1UN05 - . OR "DRAM TO GPOUNCMATER AS APPLICABLE OIE0AY C1ILV0Rl5 SHALL BE OF 51!1(077 ENNGIN TO PRONE( ImIUUI. 5 1 SLOPE FRO. THE EDGE O 1I4 ORMMAV 10 ME DO11O. Of THE DITCH CIAKRII SHALL HARE &KLED 110 SECION5 1N1 MATCH THE TIDE SLOPE VICINITY MAP® NFL � A / war was TEMPORARY EROSION 8 SEDIMENTATION CONTROL na -R.W. L 001 PL .. 040* 5000, Pl 7.1, LC sum m4r KM UTE IL -10-0 TD ITC l0100-C4M imo GN ) MANCAROCONSTIECTONMIES PRIOR TO STA.. CONSTRuCtot CONTACT ONE -CALL (1 -0100 -004 -5555) FOR WIRY LOCATO5 CONTACTS GENERAL A THE CONTRACTOR A5SL5E5 SOLE RESPONDER 100 MOR(ER W M. AND DN.{ TO SIRLCI0GS AND NPROKWNT5 RESTATING FOR. CONSTRUCTION 07(051ON5 PROJECT SR DE50A (ROWER 0.500. mA4R ETON SNIESN OM P( AZ5 -070 -1070 LARRY EATON, PE A15- 111 -1070 AMR S.C. LOCAL. SHORN FOR E *STING VANES ARE APPROImaTE. Al LEAST A* HDQRS WOK STARTING PROJECT DIE MORN. 101(1 THE UTILITIES MPLCIOR AT 000- 413-0179 WORST A PUBLIC R0RK5 VILIFY 05PEC101 AT LEAST 0. HMOS IN ADAM( BE CALLING 706 -A15 -0179 Tr( CONTRACTOR 5.41 HAVE 014 PER01(S) AM COMMONS. 1115 APPROVED 91.5. AMA CIRRON1 COP. O CRY DC 110'4.10 DEWLOPNENI DUOLMS AND DESIGN NO COIK1RW101 STANDARDS AVAILABLE AT THE JOB $10. Nl .GIN SHALL COCO. 10 THESE APPROVED A. CHANCES 100* THE APPR0KD W MAAS KOI RE PRE - APPROVAL TR THE ONTER THE DOWER. ARO IM COY O TUC.. All 4L1WD5 Aro .MEOWS 9001 10(1 (110 0 11*^AIA UEVELOPl00I D01L*E5 AM D(SCN HAD CONSIR.CION STANDARDS. MESS APPROA00 01 Tr( ROTC ROMS DRECTOR CONTRACTOR 5511 AIANT00 A CURRENT SET 01 RECORD DRNNNGS ON-SITE CONTRACTOR SHALT PROMO RECORD DRAME05 PRO* 10 PROJECT INN. APPROVAL MONDE TRAFFIC CONTROL AND STREET 4AN1(IAANCE PLAN TOP PAL&( HORNS APPROVAL BUCK ARLEAENTAUON ALL 5URKYNG FOR PUBLIC 1ACIR(S SHALL BE DONE UNDER THE 0RC101 OF A 0(5*0IM MEWED LAND 5U0KYOR KR101 DATUM SNIT BE NAND 19801 HORIZONTAL 0054 SHALL BE RAD 51/91 FOR PROEM *111a A 11000 CONTROL ZONE. THE P(R00TE SHALL PRONE CONNERS.. CALCW4(05 10 NOM 1939 ROPOCE OR RELOCATE All 905 DAOAGE* OR R(AOED OE 0(0 (0501* ETON RETAI REPLACE OR RESTORE (MTwG 054004(0* w 0011 -0 -NAY, EA40NIS w0 ACCESS .CIS I NE •OR0 15(00005 SHALL 0 PER URRO00 RAR5 500 5P(CE(41000 ONE, THE 0(00014 5 REWIRED 10 wN1AN A SIT Of APPROWEO PLANS. SPECIFICATIONS AND A550CATE0 PERMS ON 714 JOB SITE MORN 5101A BE 0ER10R00 N ACCORDANCE 4110 Nl . FEDERAL. 510(1 M . A LOOM U RENAME 9WL APPLY FOR A REVISOR FOR ANY RORK 10I ACC.. 10 110 NPPRWRD TENS ! PERMTEE /CON1RAC10R SNAIL ARRANGE A RECONSTRUCT.. C0EEREME NTH THE CITY'S NSMCIOR S) CA 10&0NM0 ANY NOR .OR w RDADRAK 0 4L ROPE N 000400/0 9001 WIT INC 11 NO M 0010MIG I PFOR TO 0041 0C1M11 M CIY 0011 0 - RA1. THE PCRMIEE SHALL PRO*DE 110 OR A IRAFIC CONTROL PLAN FOR RENE* AND APPR00N. THE IRA/ TIC CONTROL ALAN SHALL NCI. 0 E LO N NO . R ESS AND0 000 t4IO0 00 TRAMS 110* OR00 114 RO K C All HORN R10UR0 1014 0.0SURE5 MUST & BY PERO ONLY. fRO0 THE MIRE THRUSDP 1 N0 ANON vIE CLOSURES Tr( THE raL *00 I.AR1 N0. THE 0RC1OR 005 TO O FIRE. I40SO0N. AND 0E0KU10N 4055 TO OOLONGS SHALL BE *00110000 AT ALL 0(5(5. (04011 .144 PERMI& NS PLRM5S0N FROM 004 BUIONG DNER N0 114 CRCCI. r0 O0E AN ACCESS • ALL RO MA'S WEL BE KEPI FREE OF 00 AIM DEBRIS *ST K STREET L USE 0 IR RATER UCR MP OEN. ROAONAK REosAMS. FR(APROVAL TRW 0* THE DIRECTOR, f. 0000LL STEEL 1101(5 PER NM T&MH, AI Am I*E RORK S STEPPED AND THE 1 EWN 5 LIFT OPEN NW. 1/4, SW. 1/4 , SEC.15 , T 23 N. , R. 4 E, W.M. GAN. MR CROWN CONIR4101PS EROS. WANTON AND 5E0MENI CONTROL (ESC) MEASURES OR 114 APPIg0(0 PLANS ARE TNU.N REOUREMIN15 BEFORE ( ANF 0(0 *0 Nl1 000000 R ES01H THE CLEARING LRAM. RIVAL CONSTRU0TIOICTOS ENTRANCE. RANCE. . AND INSTALL (ROSTON PREVENTION AM 10DNERT CONTRA OEASURES *FOR( AM' 00000 0STURBNIR OCCURS, AU. DOM'N510(A0 ER0500 PRE(W. ARID SEGMENT CONTROL MEASURES (ESC) 41151 BE CONSTRUCTED AND IN OPERATOR INSTALL AND 8000,14 ALL ESC MEASURES ACCORDWG 10 THE ESC PLAN ESC W05UR(S. NEVA . ALL P(RwE1ER CONTROL5, SHALL ROAM 0 PLACE UNIT (NAL SR CON51RUCTRI 5 MAPLE AND PENN.. s1ABOZANON 5 ESTABL9CD 1809 TAI 1 1.0001 SEPTIC.&* 00. PRONTO ((L@ORARY ARO PERMAWN1 COER 1AEASU45 10 PROTECT G51LR &0 AREAS INN RILL REMAIN DNMORN00 FOR SEVEN DAYS OR 00000 FROM OCTOBER 11MOUGH APRIL AS, PROM( 1EWORAR1 Mtl PE... CORER MEASURES 10 m01OCT OSIIRBED 0 GAS Iw.l AW REMAIN UII.ORKED FOR IRO OAK OR MGR IN AGGRO, 10 COFER MEASURES. 114 CMIRACTO+ SHALL A PROTECT STOCKRE5 000 STEEP M 000 nu SLOPES E UANORKED fOR WM MAR 11NOUR5 R. STOCKPILE ON LIE, ENOCN GONER W1(RMLS 10 CORER All O51URg0 AREAS C ITN 0100(* B. 5ECO All AREAS MO RI RERAN UNMOVED OURNG 1K K1 SEASON (OCTOBER 11wMKH APRA 10) MOCK ALL SEEDED AREAS. 101 0 10 TAIWAN ESC MEASURES N ACCORDANCE ,RM 114 APPROVED TAI(EN0CE SCHEME 00 RESULT M THE ND 001 4( RORK BE00L0 THE OHCION 0 THE 0000100 10 00100 A 0550540 AS LEN (ANSI THE PROPERTY NACRE SUCH 1,[011(5 ARE LOCATED IL DOR00 114 (NE DE THE PROTECT, IRE PERT M SHALL 000(1■0 M FDOO CORDRII AM PROW, REPAIR. RESTORE ALL GRADE SINF4ES, OUTS. OARS. STRUCTURES. Ka00(00. (R0500 NO 4010E51 CONTROL MEASURES. AND OTHER PROTECT. DEMONS N ACCORDANCE NON APPROVED PLANS t THE PER0011(1 SHALL 801000 THE DDNAISIREAM CRANK{ FORAMS. AR O Lull. NM THE MEOW APPR0001, 0180.1 ALL 40NNN1 04000000 RELOIING MOAT P00ECI MORN 0 ALL MDR* 000004* SILL DE PER APPNDKD PLANS AND SPECECAIONS OWE THE PLR401O 5 0001 050 10 4AN1A0 A 5E1 0 APPROKD PINS AM SPE0((ATCNS ARC ASSOCIATED PE0R.10 ON THE JOB SITE. 000 5H41 BE R(Rr0R4E0 I ...ONCE NT0 0LL FEDERAL. PATE AND LOCAL U. II AS THE FIRST CEDER OF BUSINESS, THE P(RW1I(( SHALL .141 (Rosa* PREVIA I N0 4(5(x0 CONTROL MEASURES PER THE E0 THE ASHALL SAL MI 0(K CO.ASIR( U0PO0AR1 ESC 1.ALRES BEFORE ANY SCE 051 E OCAS. BEFORE (1000.. W*5 ASWES ARE REMW4. M1ALl 440 ESTABLISH ME UPSTREAM PERIL.. ESC MEASURES 11( PERNSHALL IIE( 9L Al ALL IwES PROTECT 45910E ARIAS, THEN OTHERS A0 AD0EEN1 ORNATE N OPERIR5 ANO PUBLIC 13IG05 -0 -RA1 OR EA4WN15 ROY CRMHA40 ORAL 0NO5G OPERATIONS M PERT.( LOLL RESTORE. TO THE 51A000p5 IN EFFECT AT THE 0 M 55UAAEE OF ME PLANT. 4x91( AREAS THEW BLE1005. ATM 119E AND MATE PROPERTIES AND SPRONE1AE510 DA0AC00 BY THE PER0IEE'S OR0IO0. O P(RNna SHALT AMAMI FOR AND COMM" NM THE r0(OAMG. 001(1 014 P000C MORNS DEPARTMENT ROAN AB HOURS EOLIORIG MIAL40011 O ESC WASHES 001,0 PERWSLON IN ROM FROM THE MAUL MORES DEPARIWN1 P007 TO NOD.. THE ESC RAN AN Alt 000 OIUN*5CE VW.. STOMA RATER DRAINAGE 01'51E.. CONTROL WARMS AND 0HE0 FACILITIES AS 0001000 IN THE ESC PLAN REP. ANY 51(010* OR ERD50x DAMAGES 10 AD01m0 PO4((015s AM MM.( (ACMES INSPECT ACCORURO TO ME APPR0.SD ESC MPEC10* SCHEMA( AND MARE W(00 REPAIRS RAWDLATELY MR1 TOM 1 ALL TRENCH E[CWU0N OPERATE). 91,11 WEI OR E +a(0 AL1 ARPLVCABLE LA00 LARS FOR TREMENS ORCR A -FEET DEEP ALL TRENCH VIM 5E51E1 5 SHALL MEE1 *1510* NO0REWNTS O POKER CABLE . FIBER OPTICS. AND TELEPHONE LAWS SHALL BEN A TRENCH WMH A 5' ammo HORIZONTAL 00*070TON FROM 0114* 1IMEROR010 WADES ! ADJUST ALL MANHOLE5, CATCH BA5IN5, MO WAVES 0 PNBLC RIGHTS -Or -MAY OR EASEMENTS Nl(R AyIAIT PAWL E7CM10AR010 NOM ALL 441M0 AM 001[RW5 SHALL WET CITY Of 10REA 40(510PMEH1 00(E1MS AM DESKN AND CDNSTRW10N STANDARD5, AND THE CURRENT 0NG COUNTY 511440( (010* DESIGN ANNUAL, UNLESS OIHERR5E APPRO. 4AP1 ALT STORM CANN INLETS *117 ix. NO 00(110 A00 M14R 'DRAM 10 SMEARS 'OR*M TO 0I1UN05 - . OR "DRAM TO GPOUNCMATER AS APPLICABLE OIE0AY C1ILV0Rl5 SHALL BE OF 51!1(077 ENNGIN TO PRONE( ImIUUI. 5 1 SLOPE FRO. THE EDGE O 1I4 ORMMAV 10 ME DO11O. Of THE DITCH CIAKRII SHALL HARE &KLED 110 SECION5 1N1 MATCH THE TIDE SLOPE VICINITY MAP® NFL � STANDARD STRENGTH TITER FABRIC GRATE NOTE ONLY TO BE USED WHERE PONDNG OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT N EROSION OF SLOPES. INLET PROTECTION DETAIL SCALE I • = 20' SOLID WALLS FILTER NEON FOR DEWAIDWNG NOTE AEL DEOJL IS ONLY S IC. ANY INSERT IS ALLOWED THAT F A MDI. NIN IL 0.5 C.F. OF STORAGE. DE THE MEANS TO I CAN THE STORED SEDIMENT, AN OVERFLOW AND D CAN BE EASILY MAINTAINED. INLET PROTECTION DETAIL W/ INSERT SCALE: I - 20' JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS, USE STAPLES WIRE RINGS, OR EOUNALENT TO ATTACH FABRIC TO POSTS. I 1�MM��M�EEEEI , II N MMM MMMMI MEM MI INN M NNENE M ! antemsimamilill I &CREASED O s NOTE FLIER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE DETAIL SCALE N.T.S. 2•X2• BY 1A CA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USE USED R : 25' INN r TO B QUARRY SPALLS GEOTEATSE NW. 1/4, SW. 1/4 , SEC.15 , T 23 N. , R. 4 E, W.M. PROVIDE FULL WIDTH OF INSTALL DRIVEWAY CULVERT IF INCA / EGRESS AREA THERE LS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS. WEI AS PER KING COUNTY ROAD STANDARDS. OPoVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFT THE ROAD CONSTRUCTION ENTRANCE DETAIL SCALE T • - 20' FILTER FABRIC MINIMUM A•KN• TRENCH BACKFEL TRENCH WITH NATIVE SOIL OR 3 /4 -T5 WASHED GRAVEL 21(4 WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT ST i i GRAPHIC SCALE 1 INCH =20 FT ( IN FEET ) SURVEY LEGEND: TESC LEGEND: 0 OT.VWC LABS INTERCEPTOR ONE OR RTUIE TRIM. CRSTRCCTOW ENTRANCE CONSTRUCTOR RAIL SIAR.uAI WI — ,— • —SRI (OR FITER) ONCE IYSI COMM RN DON AMER NIORCDON SWAMI TRAP GENERAL LEGEND: E%60NG CONTOIR LOT tea PROPERTT LINE RON CENTER WE OUSTING RIGHT-OF-RAT TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN & DETAILS SCALE: 1 20' MUT Mil TEMPORARY EROSION & SEDIMENTATION CONTROL Mane Oa 11110 Pt 1141 1.1 S. LID Pl. Nun re: T.W. LL CS - No TAR 01 -11.11 MR sac ulm -CTJIb EMT c - 1 MYI PAVING GRADING & DRAINAGE MOP NPR LTITO P. PM LK, L LlY P2 ▪ T.E. LL ▪ I' • 91 Kr 11 - 11 - M PM ulP. 111105-0.1E0 C -2 m 3 880 1 CIOI.O 254 252 250 248 246 24 242 240 CMSAAR0 TO WI ass oT 1M 500 L A' DLUSLD SINSA.C. TOP COURSE COMPACTED 10 mAl ISO M DIE Ao0 ACCESS SECTION A -A N.T.3. 12' MN. ROCRI014 r -1' MOM SPHI5 ROCKERY DETAIL (4' MAX.) N.T.S. CRIMEA. 6.0011 FOR 0068 M WIT PI %dW0 PPE P III. FLIER FA84C 0.00 0 20 0.40 0.55 79 0 60 ACCESS DRIVE PROFILE SCALE E = 10 EOM NW. 1/4, SW. 1/4 , SEC.15 , T 23 N. , R. 4 E, W.M. 0.80. PAVING. GRADING & DRAINAGE PLAN SCALE: 1 20 OWNSIlltn Orrtelat 1 30 256 254 252 250 246 248 244 242 240 IS •214.11 4E1 P.SKWAL NN MLA Nor N•= en VACATED 5022111 13701 STREET SURVEY LEGEND: GENERAL LEGEND: 77 SO -20 PROPERTY WE TOT UK FASE9ENT UIE ROM CENTER UL MITE RONI- OF -50! 6U1DNC 5E16ALR LNE GRAPHIC SCALE 0 20 1 INCH =20 FT. ( IN FEET ) 40 PAVING, GRADING AND DRAINAGE LEGEND: PRCPO5ED CONTOUR PROPOSED ASPINL1 PROPOSED ROCKERY PROPOSED MIRAGE MET PROPOSED STORM DRAIN PROPOSED DWNSPOUT SMASH HOCK PROPOSED 0OPERSLL TREICN E A0'VER '. CURVE MOVER '.CUVVE PVI STA PVI • •0.20 248.88 PVI STA P01. •1.10 241.67 6Y 6 0 • • 0 VERTICALPPpFLE Aff P }CIPf1SFO0 CENTERWE FOR Y R� 24167 N.� F : 0 Dian to g _ ■ii - t I 1 MYI PAVING GRADING & DRAINAGE MOP NPR LTITO P. PM LK, L LlY P2 ▪ T.E. LL ▪ I' • 91 Kr 11 - 11 - M PM ulP. 111105-0.1E0 C -2 m 3 880 1 CIOI.O 254 252 250 248 246 24 242 240 CMSAAR0 TO WI ass oT 1M 500 L A' DLUSLD SINSA.C. TOP COURSE COMPACTED 10 mAl ISO M DIE Ao0 ACCESS SECTION A -A N.T.3. 12' MN. ROCRI014 r -1' MOM SPHI5 ROCKERY DETAIL (4' MAX.) N.T.S. CRIMEA. 6.0011 FOR 0068 M WIT PI %dW0 PPE P III. FLIER FA84C 0.00 0 20 0.40 0.55 79 0 60 ACCESS DRIVE PROFILE SCALE E = 10 EOM NW. 1/4, SW. 1/4 , SEC.15 , T 23 N. , R. 4 E, W.M. 0.80. PAVING. GRADING & DRAINAGE PLAN SCALE: 1 20 OWNSIlltn Orrtelat 1 30 256 254 252 250 246 248 244 242 240 IS •214.11 4E1 P.SKWAL NN MLA Nor N•= en VACATED 5022111 13701 STREET SURVEY LEGEND: GENERAL LEGEND: 77 SO -20 PROPERTY WE TOT UK FASE9ENT UIE ROM CENTER UL MITE RONI- OF -50! 6U1DNC 5E16ALR LNE GRAPHIC SCALE 0 20 1 INCH =20 FT. ( IN FEET ) 40 PAVING, GRADING AND DRAINAGE LEGEND: PRCPO5ED CONTOUR PROPOSED ASPINL1 PROPOSED ROCKERY PROPOSED MIRAGE MET PROPOSED STORM DRAIN PROPOSED DWNSPOUT SMASH HOCK PROPOSED 0OPERSLL TREICN GRAPHIC SCALE O 20 y 1 I D1CH -20 Pf. ( IN FEET ) 40 NW. 1/4, SW. 1/4 , SEC.15 , T 23 N. , R. 4 E, W.M. ERRr r NC Sur_ sCRER o sass 20 EA FIRE ',WANT PROR 210 TROIA PROJECT 011 WATER AND SEWER PLAN SCALE. 1 2D' Ps. sauoR TO CITY CF 1111014 SLACC STORAGE Rhos 1 saw S ERACE n CAPACRT VI• POLY PR2391RC SERER TO ME SERER SIM 0251100 SS SSW to INSINI. NOR 8RL INSTALL CRP N110 1 if RCRE R6TA11 sew 0 SUIR 1¢IER FOR 111E .12 R*C JCC SURVEY LEGEND: `Z„ ::K :"" GENERAL LEGEND: PROPERtt 11WE LOT 111E R00 CENTER ME DOS155 n 11-W -VAT P15NFN1 1107 SEWER & WATER LEGEND: — FR — ,2, — n _50 PROP FORCE NNN PROP CURRY SERER URE PROP RATER LNE I i 0 co C' o Y WATER & SEWER PLAN re. • E US PS • RR00 YYY 115*. PE tam w T.R LE Ruts • • 1P'-R 042 st ml ..v. sal -afs C -3 Shailesh Tarn, PE ICON Infrastructure Consulting Corporation 1082 Kirkland Avenue NE, Suite B Renton, WA 98056 RE: Notice of Incomplete Application L06 -003 Dear Mr. Tatu: The Department of Community Development received your application for short plat located at 13702 41 Avenue South on January 11, 2006. As of February 2, 2006, the application has been found incomplete and additional information is required for the City of Tukwila to begin review of the application. The following needs to be submitted: 1. One set of all plans reduced to 8 'Y2 " x 11"; 2. Total expected cut and fill for plat buildout; 3. Completed (i.e. signed, notarized) "Affidavit of Ownership and Hold Harmless Permission to Enter Property" form (enclosed.) Please submit these items at your earliest convenience. The City cannot begin review of the application request until these items are provided. If you have any questions, please contact me at 206 -431 -3683 or via e-mail rfox@ci.tukwila.wa.us ci.tukwila.wa.us . Sincerely, Ze( 64_ / Rebecca Fox Senior Planner Enc. cc. File L06 -003 • Ciiy of Tukwila RF Q: \Singh short plat L06- 003 \Incompl app 2- 2- 06.doc Page I 02/02/06 2:45 PM 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 STATE OF WASHINGTON COUNTY OF KING EXECUTED at • • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E-mail: tukplan a,ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY u The undersigned being duly sworn and upon oath states as follows: I. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion , cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. 7. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. (city), (state), on (Print Name) (Address) (Phone Number) (Signature) On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS DAY OF , 20 NOTARY PUBLIC in and for the State of Washington residing at My Commission expires on 1 05/23/2005 13:55 206 242 -5067 , cr , stewart:� -title AJMER SINGH 13702 41ST AVENUE SOUTH TUKWILA , WA 98168 ORDER NUMBER: 200488750 MI WM RELIACE INVESTMENTS PAGE 01 18000 International Boulevard South, Suite 510 SeaTac, Washington 98188 206- 770.8700 • 888- 896 -1443 fax 206- 770 -8703 • 253 -882 -2033 • illil ..)t, iTiyl�� . .,...,,•r l ll)I I THANK YOU FOR USING STEWART TITLE 05/23 /2005 13:55 206- 242 -5067 visit our woad -Wide Web site at hap: /lwww.vtewan.com RELIACE INVESTMENTS If you want information about coverage or need assistance to resolve complaints, please call our toll free number 1. 800.729 -1902. If you make a claim under your policy. you must furnish written notice in accordance with Section 3 of the Conditions 4 4 . 0, n Id Itl �.0 rg: t.(' .r � i , " 10 G'i !O! :e: C ► !C. . r 4 ! . � ! 4 a : ti! _ ► - i • ,' �•S !Cr;;. •CY ;m: 4 :` rr ti•. 4 : • - aa / S ALTA Homeowner's Policy of Title Insurance (10/17198) rev. (8/27/02) Cits r 41' 11 HOMEOWNER'S PLUS POLICY OF TITLE INSURANCE FOR A ONE -TO -FOUR FAMILY RESIDENCE `4. y. <;j ISSUED BY `' 4 kl 1114 i 1 I ® 41 Y, .,i , . II stew 4: , '�I : 1, title guaranty company Owner Coverage Statement t' 111 9 �' '� . This Policy insures YDU against actual loss. Including any costs. attorneys' fees arid expenses provided under this Policy. resulting from 'the 4 Covered Risks set forth below, if the Land is an Improved residential lot on which there is located a one-to-four family residence and each insured ' lr named in Schedule A is a Natural Person. ¢ ; 1` f ' Your insurance is effective on the Policy Date This Policy covers Your actual loss from any risk described under Covered Risks if the event creating the ask exists on the Policy Date or. to the extent expressly slated, after the Policy Date. •• Your insurance Is limited by all of the following: The Policy Amount Shown in Schedule A Jf • For Covered Risk 14. 15. 16 end 18, Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in Schedule A { Exceptions In Schedule B • Our Duty To Defend Against Legal Actions • Exclusions on page 2 • Conditions on pages 2 and 3. The Covered Risks ere: 1. Someone else owns an Interest in Your Title 2. Someone else has rights affecting Your Title arising out of leases, contracts. or options. 3. Someone else claims to have rights effecting Your Title arising out of forgery or impersonation. 4. Someone else has an easement on the Land. 5. Someone else has a right to limit Your use of the Land 8. Your Title is detective. 7. Any of Covered Rieke 1 through 6 occurring after the Policy Dote. 8. Someone else has e lien on Your 'Title, Including a a Mortgage: b. judgment, state or federal tax lien, or special assessment: c. charge by a homeowners or condominium association, or d. lien, occurring before or after the Policy Date, for labor and material furnished before the Policy Date. 9. Someone else has an encumbrance on Your Title. 10. Someone else claims to have rights affecting Your Title arising out of fraud, duress, incompetency or incapacity. 11. You do not have both actual vehicular and pedestrian access to and from the Land. based upon a legal right. 12. You are forced to correct or remove an existing violation of any Covenant. Condition or Restriction affecting the Lend, even If the Covenant. Condition or Restriction is excepted In Schedule B. 13. Your Title is lost or taken because of a violation of any Covenant, Condition or Restriction, which occurred before You acquired Your Title, even it the Covenant, Condition or Restriction is excepted in Schedule B. 14. Because of en existing violation of a subdivision law or regulation affecting the Land: a. You ere unable to obtain a building permit: b. You are required to correct or remove the violation, or c. someone else has a legal right to. and does, refuse to perform a contract to purchase the Land, lease it or make a Mortgage loan on it. The amount of Your insurance for this Covered Risk is subject to Your Deductible Amount and Our Maximum Dollar Limit of Liability shown In Schedule A. Countersigned: Authorized Countersignature Company � City, State A, _• U • it C1440 CMlrmon or U e Ooye Covered Risks 0� »rib ccmcnr� rr lfMnl r no. 0- 9782 -1 0 4 9 2 8 PAGE 02 05/23/2005 13:55 206 - 242 -5067 RELIACE INVESTMENTS PAGE 03 ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE (8198) Order Number: 200488750 SCHEDULE A Policy No.: 0- 9782- 104928 Premium: $740.00 Order No: 200488750 Policy Amount: $235,000.00 Date of Policy: February 15, 2005 at 3:40 PM Deductible Amounts and Maximum Dollar Limits of Liability for Covered Risk, 14, 15. 16, and 18: Your Deductible Amount Our Maximum Dollar Limit of Liability Covered Risk 14: 1% of Policy Amount or $2,500.00 $10,000.00 (whichever is less) Covered Risk 15: 1% of Policy Amount or $5,000,00 $25,000.00 (whichever is less) Covered Risk 16: 1% of Policy Amount or $5,000.00 $25,000.00 (whichever is less) Covered Risk 18: 1% of Policy Amount or $2,500.00 $5,000.00 (whichever is less) Street Address of the Land: 13702 41ST AVENUE SOUTH, TUKWILA, WA 98168 1. Name of Insured: AJMER SINGH, A MARRIED PERSON, AS A SEPARATE ESTATE 2. Your interest in the Land covered by this Policy is: FEE SIMPLE 3. The land referred to in this Policy is described as: See Legal Description attached hereto as Exhibit "A" Schodula A Policy No; 0- 9782- 104928 _stewart title guaranty company 05/23/2005 13:55 206-242 -5067 ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE (6198) Order Number: 200488750 EXHIBIT "A" RELIACE INVESTMENTS PAGE 04 THAT PORTION OF LOTS 1 AND 2, BLOCK 5, TRACT A AND A PORTION OF SOUTH 137 STREET (GARDEN PLACE), ROBBINS' VIEW TRACT ADDITION TO RIVERTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE(S) 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE SOUTH 89 °52'24 "EAST ALONG THE SOUTH LINE THEREOF 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 27 °03'34" WEST 42.97 FEET; THENCE NORTH 0 °55'41" WEST 126.25 FEET TO A POINT THAT LIES NORTH 78 °39'09" WEST 58.07 FEET FROM A POINT ON THE EAST LINE OF SAID LOT 1, 153.15 FEET NORTH OF THE SOUTHEAST CORNER THEREOF; THENCE SOUTH 78 °39'09" EAST 58.07 FEET TO SAID EAST LINE; THENCE SOUTH 0 °07'36" WEST ALONG SAID EAST LINE, 33.15 FEET TO THE NORTH LINE OF THE SOUTH 120.00 FEET OF SAID LOT 2; THENCE SOUTH 89 °52'24" EAST ALONG SAID NORTH LINE, 45.00 FEET TO THE EAST LINE OF SAID LOT 2; THENCE SOUTH 0 °07'36" WEST ALONG SAID EAST LINE AND ITS SOUTHERLY PROLONGATION, 15.00 FEET TO THE CENTERLINE OF VACATED SOUTH 137 STREET; THENCE NORTH 89 °52'24" WEST ALONG SAID CENTERLINE 30,00 FEET TO THE EAST MARGIN OF 41 AVENUE SOUTH; THENCE NORTH 0 °07'36" EAST 30,00 FEET TO THE SOUTH LINE OF SAID LOT 2; THENCE NORTH 89 °52'24" WEST ALONG THE SOUTH LINES OF SAID LOT 2 AND LOT 1, A DISTANCE OF 50.00 FEET TO THE TRUE POINT OF BEGINNING. Schedule A Policy No: 0- 9782. 104828 Estewart title guaranty company 05/23/2005 13:55 206- 242 -5067 ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE (6/98) SCHEDULE B Order Number: 200488750 Policy No: 0- 9782 - 104928 EXCEPTIONS In addition to the Exclusions, You are not insured against loss, costs, attorney's fees, and expenses resulting from: 1. EASEMENT RIGHTS AND MAINTENANCE AGREEMENTS, IF ANY, FOR UTILITIES WHICH MAY HAVE BEEN RESERVED IN VACATED STREETS AND ALLEYS. 2. EASEMENT, INCLUDING RECORDED: RECORDING NO.: IN FAVOR OF: FOR: AFFECTS: 3. EASEMENT, INCLUDING RECORDED: RECORDING NO.: IN FAVOR OF: FOR: AFFECTS: 4. MUTUAL EASEMENT, THEREIN: RECORDED: RECORDING Na: FOR: AFFECTS: 5. MUTUAL EASEMENT, THEREIN: RECORDED: RECORDING NO.: FOR: AFFECTS: SAID INSTRUMENT IS A RE- RECORD OF RECORDING NO(S). 8105040821, Schedule B Policy No.: 0- 9782 - 104928 TERMS AND PROVISIONS CONTAINED THEREIN: JUNE 9, 1959 5042351 THE CITY OF SEATTLE, A MUNICIPAL CORPORATION ELECTRIC TRANSMISSION LINES REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION. TERMS AND PROVISIONS CONTAINED THEREIN: MARCH 25, 1977 7703250669 VAL VUE SEWER DISTRICT, KING COUNTY, WASHINGTON, A MUNICIPAL CORPORATION SEWER PIPELINE REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION. INCLUDING TERMS AND PROVISIONS CONTAINED JUNE 16, 1981 8106160674 SEWER AND WATER REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION. INCLUDING TERMS AND PROVISIONS CONTAINED JULY 22, 1981 8107220758 SEWER AND WATER REFER TO SAID INSTRUMENT FOR THE EXACT LOCATION. Page 2 RELIACE INVESTMENTS PAGE 05 nstewart guaranty company 05/23/2005 13:55 206 - 242 -5067 ALTA HOMEOWNER'S POLICY OF TITLE INSURANCE (6 /98) Order Number: 200488750 Policy No: 0- 9782 - 104928 6. GENERAL TAXES AND ASSESSMENTS, IF ANY, FOR THE YEAR 2005, IN AN AMOUNT NOT YET AVAILABLE, WHICH CANNOT BE PAID UNTIL FEBRUARY 15, 2005. LEVY CODE: 2413 TAX ACCOUNT NO.: 736060- 0270 -09 ASSESSED VALUATION: LAND: IMPROVEMENTS: NOTE: TAXES AND CHARGES FOR 2004 WERE PAID IN FULL IN THE AMOUNT OF $2,409.19. 7. DEED OF TRUST: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NO.: 8. DEED OF TRUST: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NO.: Schedule B Policy No.: 0- 9782 - 104828 SCHEDULE B $75,000.00 $116,000.00 RELIACE INVESTMENTS PAGE 06 AJMER SINGH, A MARRIED PERSON, AS A SEPARATE ESTATE FIRST AMERICAN TITLE INSURANCE COMPANY BNC MORTGAGE, INC., A DELAWARE CORPORATION $188,000.00 FEBRUARY 9, 2005 FEBRUARY 15, 2005 20050215002287 AJMER SINGH, A MARRIED PERSON, AS A SEPARATE ESTATE FIRST AMERICAN TITLE INSURANCE COMPANY BNC MORTGAGE, INC., A DELAWARE CORPORATION $47,000.00 FEBRUARY 9, 2005 FEBRUARY 15, 2005 20050215002288 End of Exceptions Page 3 stewart I_ - tItle guaranty company 05/23/2005 13:55 206 - 242 -5067 RELIACE INVESTMENTS r ewart L - title ,, C r o r ORDER NO:. 200488750 PAGE 07 This sketch is provided without chance for information. It is not intended to show all matters related to the property including, but not limited to area, dimensions, encroachments orlocations of boundaries. It's not a part of nor does it modify, the commitment or policy to which it is attached. The company assumes NO LIABILITY for any matter related to this sketch. Reference should be made to an accurate survey for further information. 05/23/2005 13:55 206 - 242 -5067 b Proof Of Your Lose (1) We may require You to give Us 8 written statement signed by You describing Your lose which includes (a) the basis of Your claim; (b) the Covered Rieke which resulted in Your loss: (e) the dollar amount of Your loss; and (d) the method You used to compute the amount of Your loss. (2) We may require You to make available to Us records, chocks, letters. contracts. insurance policies and other papers which relate to Your claim. We may make copies of these papers. We may require You to answer questions about Your claim under oath If you fail or refuse to give Us a statement of loss, answer Our Questions under oath. or make available to Us the papers We request. Your coverage will be reducod or ended, but only to the extant Your Valium or refusal affects Our ability to resolve the claim or defend You. (3) (4) 4 Our Choices When We Learn Of A Claim a, After We receive Your notice. or otherwise learn, of a claim that is covered by this Policy. Our choices include one or more of the following, (1) Pay the claim. (2) Negotiate a settlement. (3) Bring or defend a legal action related to the claim. (4) Pay You the amount required by this Policy. (5) End the coverage of this Policy for the claim by paying You Your actual loss resulting from the Covered Risk, and those costs, attorneys' fees and expenses Incurred up to that time which We are Obligated to pay. (6) End the coven3ge described in Covered Risk 14, 15, 16 or 18 by paying You the amount of Your insurance then in force for the Particular Covered Risk, and those costs, attorneys' fees and expenses incurred up to that time which We are obligated to pay. ( End all coverage of this Policy by paying You the Policy Amount than in force, and those costs, attorneys' fees and okpenees incurred up to that time which We are obligated to pay. (8) Take other appropriate action. b. When We choose the options in paragraphs 4.a. (5), (6) or (7), all Our obligations for the claim end, including Our obligation to defend, or continue to defend, any legal action, c. Even if We do not think that the Policy covers the claim, We may choose one or more of the options above. By doing so. We do not give up any rights. 5. Handling A Claim Or Legal Action a. You must cooperate with Us in handling any claim or legal action and give Us all relevant information. b. H You rail or refuse to cooperate with Us, Your coverage will be reduced or ended. but only to the extent Your failure or refusal affects Our ability to resolve the claim or defend You. c. We are required to repay You only for those settlement costs, attorneys' fees and expenses that We approve in advance, d. We have the right to choose the attorney when We bring Or Defend a legal action on Your behalf. We can appeal any decision to the highest level. We do not have to pay Your claim until the legal action is finally decided. e. Whether or not We agree there is coverage. We can bring'or defend a legal action. or take other appropriate action under this Policy. By doing so, We do not give up any rights. 6. Limitation Of Our Liability a. After subtracting Your Deductible Ameiint If It applies, We will pay no more than the least of' (1) Your actual loss (2) Our Maximum Dollar Limit of Liability then in force for the particular Covered Risk. for claims covered only under Covered Risk 14, 15. 16 or 18: or (3) the Policy Amount then In force; and any casts, attorneys' fees and expenses which We are obligated to pay under thus Policy. b. (1) If We remove the cause of the claim with reasonable diligence after receiving notice of It, all Our obligations for the claim end. including any obligallon•for loss You had ...Mlle We were removing the cause of the claim. (2) Regardless of 6.b. (1) above, If You cannot use the Land berauee of a Balm covered by this Policy: (a) You may rent a reasonably equivalent substitute residence end We will repay You for the actual rent You pay, until the earlier of: (1) the cause of the claim Is removed; or RELIACE INVESTMENTS PAGE OB CONDITIONS - Continued Page 3 ( We pay You the amount required by this Policy If Your claim is covered only under Covered Risk 14. 15. 16 or 18, that payment is the amount of Your insurance then In force for the particular Covered Risk. (b) We will pay reasonable coals You pay to relocate any personal properly You have the right to remove from the Land, including transportation of that personal property for up to twenty -rive (25) miles from the Land, and repair of any damage to that personal progeny because of the relocation. The amount We will pay You under tills paragraph is limited to the value of the personal properly before You relocate It c. All payments We make under this Policy reduce the Policy Amount, except for costs, attorneys' fees and expenses. All payments We make for claims which are covered only under Covered Risk 14, 15. 16 or 18 also reduce Our Maximum Dollar Limit of Liability for the particular Covered Risk, except for costs, attorneys' fees end expenses d If We issue, or have Issued. a Policy to the owner of a Mortgage that is on Your Title and We have not given You any coverage against the Mortgage, then: (I) We have the right to pay any amount due You under thls Policy to the owner of the Mortgage, end any amount paid shall be (reeled as a payment to You under this Policy, including under paragraph 4.a. of these Conditions: Any amount paid to the owner of the Mortgage shall be subtracted from the Policy Amount of this Policy: and If Your claim Is covered only under Covered Risk 14, 15, 16 or 18, any amount paid to the owner of the Mortgage shall also be subtracted from Our Maximum Dollar Limit of Liability for the particular Covered Risk. e. II You do anything to effect any right of recovery You may have against someone else. We can sublrect from Our liability the amount by which You reduced the value of that right, 7. Transfer Of Your Rights To Us a. When We settle Your claim. We have all the rights You have against any person or property related to the claim. You must transfer these rights to Us when We ask. and You must not do anything to affect these rights. You must let Us use Your name In enforcing these rights. b. We will not be liable to YOu if We do not pursue these rights or if We do not recover any amount that might be recoverable. c. We will pay any money We collect from enforcing these rights in the following order (1) to Vs for the cools, attorneys' fees and expenses We paid to enforce these rights; (2) to You for Your loss that You have not already collected, (3) to Us for any money We paid out under this Policy on account of Your claim; and (4) to You whatever Is left. d. If You have rights under contracts (such as indemnities. guaranties, bonds or other policies of insurance) to recover all or pert of Your Ion, then We have all of those rights, even If those contracts provide that those obligated have all of Your rights under this Policy. 8. Entire Contract This Policy. with any endoisements, is the entire contract between You and Us To determine the meaning of any part of this Policy, You must read the entire Polley. Any changes to this Policy must be agreed to in writing by Us. Any claim You make against Us must be made under this Policy and is subject to its terms, 9, Increased Policy Amount The Policy Amount will increase by ten percent (10%) of the Polley Amount shown in Schedule A each year fir the first five years following the policy date Chnwn in Schedule A, up to one hundred fifty percent (150%) of the Policy Amount shown in Schedule A. The increase each year will happen on the anniversary of the Policy date shown in Schedule A. 10. Severabillty If any part of this Policy is held to be legally unenforceable, both You and We can still enforce the rest of this Policy 11. Arbitration a. If permitted in the state whore the Lend Is located. You or We may demand arbitration. b The arbitration shall be binding on both You end Us. The arbitration shall decide any matter in dispute between You and Us. c. The arbitration award may be entered as a rudgmcnt in the proper court. el, The arbitration shell be under the Title Insurance Arbitration Rules of the American Arbitration Association. You may choose current Rules or Rules in existence on Policy Date. e. The law used in the arbitration Is the law of the place where the Land is located. f. You can get a copy of the Rules from Us. ( (3) Group Northwest, Inc. August 31, 2005 Mr. Sam Singh 13702 - 41" Avenue South Tukwila, Washington 98168 Subject: Geotechnical Report and Slope Evaluation Proposed Single - Family Residence 13702 - 41" Avenue South Tukwila, Washington 98168 Dear Mr. Singh: Geotechnical Engineers, Geologists & Environmental Scientists RECEIVED 1 JAN 1 1 2006 COMMUN11' DEVELOPIIpENT Project No. G -2087 This geotechnical report presents the results of our subsurface findings and geotechnical recommendations for the construction of a proposed new house on the north part of the subject site. The new house will consist of a slab -on -grade daylight basement with an upper floor and will occupy approximately 1,975 square feet. The location of the project site is illustrated on the Vicinity Map, Plate 1. SURFACE CONIDITIONS The project site is located north of the end of 41" Avenue South in a residential neighborhood of Tukwila, Washington. An existing single - family residence and concrete driveway are present on the south part of the site. The site topography is characterized by a north -to -south oriented ridge whose crest gently slopes down to the north. A flat bench about 15 to 20 feet wide is located on the ridge crest on the north part of the site. The bench is approximately 8 feet below the height of the crest to the south. Steep slopes drop away from the north and east sides of the site. 13240 NE 20th Street, Suite 10 • Bellevue, Washington 98005 Phone 425/649 -8757 • FAX 425/649 -8758 August 31, 2005 Mr. Sam Singh SITE GEOLOGY G -2087 Page 2 We understand the proposed new house will be built on the north part of the site, as shown on the Site Plan, Plate 2. The house will be located at least 20 feet away from the top of the steep slopes to the north and northeast. iA new 'driveway forlthe .ho' i"°'isMill bl builtralong the e"�ast sid Loftth 1site, beyond thetexisting driveway house t th :Construction of the new driveway will accomplished using cuts and fills along the existing slope. A rockery will be constructed on the uphill side of the driveway. According to the Primary Geologic Map of Seattle and Vicinity. Washington by H. Waldron et. al., surficial soils at the site consist of Quaternary-age glacial till. This unit generally consists of very dense, unsorted mixtures of silt, sand, and gravel that were deposited directly below the advancing Puget Lobe glacier. These glacial till soils typically do not contain substantial amounts of groundwater, but some limited quantities of trapped water may be present in occasional sandy lenses within the deposits. SUBSURFACE CONDITIONS GEO Group Northwest drilled one exploratory soil boring (B -1) with a hand portable drill rig to a maximum depth of 9 feet in the northern part of the proposed location for the new house, as shown on Plate 2. Dense to very dense soils were encountered from 18 inches below the ground surface to the bottom of the boring. These soils consisted of light -brown sandy silt with gravel and some cobbles. Groundwater was not encountered during drilling. A soil classification legend and a copy of the soil boring log are provided in Plate 3 and Plate 4, respectively. Minor soil fracturing, with oxidization on the fracture planes, was observed between 6 and 9 feet below the ground surface. However, no indications of shearing or displacement (such as slickensides or gouge) were observed in the soils retreived from the boring. GEO Group Northwest, Inc. August 31, 2005 Mr. Sam Singh SLOPE STABILITY EVALUATION The slopes north and northeast of the proposed new residence location are heavily vegetated with blackberries and small deciduous trees. The visible portion of the slope along and beyond the northern property line shows signs of minor surficial movement (soil creep). These slopes appear to be in a stable condition. t,WTalso obserbvedithatithe proposed e_w residence�will�be� located at least 20 feet away from * top . of the nearesttsteep•slope.: G -2087 Page 3 Based on the observed slope conditions and the findings from the soil boring drilled on site, it is our opinion that the site conditions have a Tow" otentiall:Tadue s"ely unpacttthe stabllityrath proposed n" w` louse'° . The steep slope on the east side of the site (where the proposed new driveway is to be built) did not exhibit indications of earth movement. It is our opinion that the proposed new driveway can be constructed involving limited cuts and fills and not adversely impact the stability of the slope. In summary, it is our opinion that the slopes at the site are stable at this time, and the proposed development will not adversely affect the site stability provided that the recommendations in this report are properly implemented. SITE PREPARATION Site Clearing Structural surfaces, including areas planned below buildings, sidewalks and pavement areas, should be stripped and cleared of surface vegetation. Remaining organic topsoil and soils with large tree roots must be removed from all structural surfaces prior to construction. At the locations of large trees isolated areas of over - excavation may be required to reach an undisturbed surface. GEO Group Northwest, Inc. August 31, 2005 G -2087 Mr. Sam Singh Page 4 Structural Fill Material Structural fill is defined as fill material placed below buildings, sidewalks, pavements, or other structures. The excavated silty sand soils on site are moisture sensitive because of their significant silt content. These soils may be suitable as structural fill during dry weather if they are 1)free of roots and other organic materials, 2)near to their optimum moisture content for compaction purposes, and 3) are evaluated and approved by the geotechnical engineer. During wet weather or under wet conditions, however, the site soils will likely be unsuitable for use as structural fill because they likely will have relatively high moisture contents. Under wet weather circumstances, we recommend the use of a free draining granular material with no greater than 5% passing the No. 200 sieve (measured on that portion which passes the 3/4 inch sieve) for structural fill. Site soils that are stockpiled on site for later use should be covered with plastic sheeting to prevent them from gaining moisture. Structural Fill Placement and Compaction Structural fill should be placed above unyielding native site soils in maximum eight inch thick loose lifts and compacted to a minimum of 95% of the Modified Proctor standard (ASTM D1557). If a footing is to be supported on structural fill, the structural fill should extend out beyond the footings at a 1H:1V (Horizontal: Vertical) inclination (for example, the structural fill used in an over - excavated area that is 2 feet deep should also extend outward at least 2 feet beyond the inside and outside edges of the footing). TEMPORARY EXCAVATIONS AND SLOPES Temporary cuts greater than four feet in height, such as those for the foundation excavation, should be sloped at an overall inclination no greater than 1H:1V (Horizontal: Vertical). Steeper cuts can be attempted in the dense or very dense, competent soils under the approval and supervision of the geotechnical engineer, where appropriate. Surface runoff should not be allowed to flow over the top of the slopes into the excavated areas. During wet weather construction, exposed cut slopes should be covered with plastic sheets to minimize erosion. GEO Group Northwest, Inc. August 31, 2005 G -2087 Mr. Sam Singh Page 5 FOUNDATIONS The new house may be supported on conventional spread footings that extend down to the suitable bearing soils 18 inches below the surface or on structural fill that extends down to the suitable bearing soils. We recommend the geotechnical engineer verify the allowable soil bearing conditions in the field at the time of construction. Individual spread footings may be used for supporting columns and strip footings for bearing walls. Our recommended design criteria for foundations are as follows: Allowable bearing pressure, including all dead and live loads: Dense or Very Dense native soils Structural fill Minimum depth to bottom of perimeter footing below adjacent final exterior grade: Minimum depth to bottom of interior footings below top of floor slab: = 12 inches Minimum width of wall footings: = 16 inches Minimum lateral dimension of column footings: = 24 inches Estimated post - construction settlement: _ 'h inch Estimated post - construction differential settlement across building width: _ Y2 inch A one -third increase in the above allowable bearing pressures can be used when considering short-term transitory loads, including wind loads and seismic loads for a 100 -year earthquake event. GEO Group Northwest, Inc. = 3,000 psf = 2,000 psf 18 inches August 31, 2005 Mr. Sam Singh Lateral loads can be resisted by friction between the foundation and the supporting compacted fill subgrade or by passive earth pressure acting on the buried portions of the foundations. For the latter, the foundations must be poured "neat" against the existing undisturbed soil or backfilled with a compacted fill meeting the requirements of structural fill. Our recommended design parameters are as follows: Passive Pressure (Lateral Resistance) • 350 pcf equivalent fluid weight Coefficient of Friction (Friction Factor) • 0.35 SLAB - ON - GRADE FLOORS G -2087 Page 6 Slab -on -grade floors in the basement may be supported on the undisturbed, dense site soils or on compacted fill meeting the requirements of structural fill. The geotechnical engineer should observe and evaluate the suitability of the slab area subgrade surfaces at the time of construction. Structural fill below floor slab areas should be compacted to 95% of the material's maximum dry density based on ASTM D1557 (Modified Proctor). To avoid moisture buildup on the floor slab, slab -on -grade floors should be constructed on top of a capillary break. The capillary break layer should consist of a layer, at least 6- inches thick, of free - draining gravel or crushed rock containing no more than five percent material finer than No. 4 (1/4 -inch) sieve. Pea gravel is sometimes used by construction contractors as a capillary break material. We do not recommend using pea gravel as it will run and undermine the slab if future trenching is required below the slab for repair of drain lines, etc. A vapor barrier, such as a 6 -mil plastic membrane, should be placed over the capillary break layer to prevent water vapor transmission through the slab. Two to four inches of sand may be placed over the barrier for protection during construction. GEO Group Northwest, Inc. August 31, 2005 Mr. Sam Singh CONVENTIONAL CONCRETE BASEMENT AND RETAINING WALLS Permanent retaining walls restrained horizontally on top (such as basement walls) are considered unyielding and should be designed for a lateral soil pressure under the at -rest condition; while conventional reinforced concrete walls free to rotate on top should be designed for an active lateral soil pressure. We understand that the proposed residence will have a daylight basement; therefore geotechnical recommendations for basement and retaining walls are provided below. Active Earth Pressure Conventional reinforced concrete walls that are designed to yield an amount equal to 0.002 times the wall height, should be designed to resist the lateral earth pressure imposed by an equivalent fluid with a unit weight of 35 pcf for level backfill behind yielding retaining walls; At -Rest Earth Pressure Walls supported horizontally by floor slabs are considered unyielding and should be designed for lateral soil pressure under the at -rest condition. The design lateral soil pressure should have an equivalent fluid pressure of 45 pcf for level ground behind permanent unyielding retaining walls; Passive Earth Pressure 350 pcf equivalent fluid weight for structural fill and dense native soil Base Coefficient of Friction 0.35 for structural fill and dense native soil GEO Group Northwest, Inc. G -2087 Page 7 To prevent buildup of hydrostatic pressure behind permanent concrete basement or conventional retaining walls, we recommend that a vertical drain mat, such as Miradrain 6000 or equivalent, be used to facilitate drainage behind the wall. The drain mat core should be placed against the wall with the filter fabric side facing the backfill. The drain mat should extend from near the finished surface grade down to the footing drain. Alternatively, in place of vertical drain mat, a clean, granular, free draining structural backfill material can be placed within a horizontal distance of 18 inches of the wall. The free - draining granular material should also extend downward to the footing drain. August 31, 2005 Mr. Sam Singh G -2087 Page 8 The top 12 inches of the fill behind the wall should consist of compacted and relatively impermeable soil. This cap material can be separated from the underlying more granular drainage material by a geotextile fabric. Alternatively, the surface can be sealed with asphalt or concrete paving. The surface should be sloped to drain away from the building wall. A schematic illustration of the wall and drainage system is presented in Plate 5. Backfill material behind permanent concrete retaining walls should be compacted to at least 90 percent of the maximum dry density determined by ASTM D 1557 (Modified Proctor Method) as specified in our discussion of structural fills in this report. The top 12 inches of the backfill should be compacted to at least 95 percent of the maximum dry density. The backfill in areas adjacent to concrete retaining walls should be compacted with hand held equipment or a hoe - pack. Heavy compacting machines should not be allowed within a horizontal distance to the wall equivalent to one half the wall height, unless the walls are designed with the added surcharge. SITE DRAINAGE The finished ground surface should be graded so surface water is directed away from the structure. Water should not be allowed to stand in areas where footings, slabs, or pavements are to be constructed. A footing drain should be installed around the perimeter foundation of the building (as shown on Plate 6). The drain should consist of a 4 -inch minimum diameter, perforated or slotted, rigid PVC pipe laid at or near the bottom of the footing with a gradient sufficient to generate flow. The drain line should be bedded on, surrounded by, and covered with a free - draining rock. The drain rock should be wrapped with a non -woven geotextile filter fabric, such as Mirafi 140N, or equivalent. Once the drains are installed, the excavation should be backfilled with a compactable fill material. Roof drains should be separately tight -lined to discharge into the storm water system: They should not be connected to the footing drain system. Cleanouts should be installed in the drain systems to allow for periodic maintenance. GEO Group Northwest, Inc. August 31, 2005 G -2087 Mr. Sam Singh Page 9 LIMITATIONS This report has been prepared for the specific application to this project for exclusive use by Mr. Sam Singh and his authorized representatives. Our recommendations are based upon the site conditions observed, the subsurface exploration conducted, engineering analyses, and our experience and engineering judgement. Our conclusions and recommendations are professional opinions derived in a manner consistent with the level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in this area and within the budget constraint. No warranty is expressed or implied. In the event that soil conditions are found to vary from those described herein, or construction plans change, GEO Group Northwest, Inc., should be notified and the recommendations herein re- evaluated. CLOSING We appreciate the opportunity to perform this geotechnical evaluation and look forward to working with you in the construction phase. If you have any questions about this report, or if we can be of further assistance, please call. Sincerely, GEO GROUP NORTHWEST, INC. Andy J. Wade Geologist William Chang, P.E. Principal GEO Group Northwest, Inc. EXPIRES: 2/19/ CC. J August 31, 2005 Mr. Sam Singh Attachments: Plate 1 - Vicinity Map Plate 2 - Site Plan Plate 3 - Soil Classification Legend Plate 4 - Boring Log Plate 5 - Basement Wall Backfill and Drainage Detail Plate 6 - Typical Footing Drain Detail GEO Group Northwest, Inc. G -2087 Page 10 RIIl1AUf•. vtalt. LIB GEO Group Northwest, Inc. Geotechnical Engineers, Geologists, & Environmental Scientists SCALE 1" = 1920' DATE 8/19/2005 MADE AJW VICINITY MAP SAM SINGH 13702 - 41ST AVENUE S TUKWILA, WASHINGTON CHKD WC JOB NO. G - 2087 PLATE 1 LEGEND SCALE 1" = 25' HOUSE #13702 lbw Geotechnical Engineers, Geobgists, 8 Environmental Scientists Group Northwest, Inc. MADE AJW EXISTING 1/2" R &C 0 N60'39'W, 0.17' NOTHING SET 4 / SET LINE STAKE HOLLY CLUSTER SS LS TAG 248' CK IN UP 0.5' DATE 8/19/2004 —Oi sea f qu Qp N O2 EXISTING 1/2" REBAR & CAP 0 S8'41'W, 0.43 - EXISTING OLD 1 1/2" IRON PIPE 0 N8020'W, 1.55' JOB NO. 0 PLATE 2 " POI POPL " POPI 9" POR " POPI " POPI 8" POP' 14" POP SITE PLAN SAM SINGH 13702 - 41ST AVENUE S TUKWILA, WASHINGTON UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) MAJOR DNISION GROUP SYMBOL TYPICAL DESCRIPTION LABORATORY CLASSIFICATION CRITERIA COARSE-GRAINED SOILS More Than Hair by Weight Larger Than No. 200 Steve GRAVELS (More Than Half Coarse Fraction Is Larger Than No. 4 Steve) CLEAN GRAVELS (little or no fines) GVy WELL GRADED GRAVELS, GRAVEL-SAND MIXTURE. LITTLE OR NO FINES CONTENT OF FINES BELOW 5% Cu = (060 / 010) greater than 4 Cc = (030) / (010 • D60) between 1 and 3 POORLY GRADED GRAVELS, AND GRAVEL-SAND MIXTURES UTTLE OR NO FINES CLEAN GRAVELS NOT MEETING ABOVE REQUIREMENTS DIRTY GRAVELS (with some Ines) GM SILTY GRAVELS, GRAVEL - SANDSILT MIXTURES CONTENT OF FINES EXCEEDS 12% GM: ATTERBERG UMITS BELOW •A• LINE or P.L. LESS THAN 4 GC CLAYEY GRAVELS. GRAVEL-SAND-CLAY MIXTURES GC: ATTERBERG UMITS ABOVE 'A• LINE. or PI MORE THAN 7 SANDS (More Than Half Coarse Fraction is Smaller Than No. 4 Sieve) CLEAN SANDS (little or no fines) SW WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES CONTENT OF FINES BELOW 5% Cu = (080 / 010) greater than 6 Cc = (D30) / (010 between 1 and 3 SP POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES CLEAN SANDS NOT MEETING ABOVE REQUIREMENTS DIRTY SANDS (with some floes) SAS SILTY SANDS. SAND-SILT MIXTURES CONTENT OF FINES EXCEEDS 12% ATTERBERG UMITS BELOW •A• LINE with Pl. LESS THAN 4 SC CLAYEY SANDS. SAND-CLAY MIXTURES ATTERBERG LIMITS ABOVE A• UNE with P.I. MORE THAN 7 fINEGRAINED SOILS Less Than Half by Weight Larger Than 200 slave SILTS (Below A-Line on Plasticity Chart, Negligible Organics) Liquid Unfit <50% ML INORGANIC SILTS. ROCK FLOUR. SILTS OF SUGHT PLASTICITY yp _ PLASTICITY INDEX ( %) 0 0 8 S g f IMMII■ 111111 M PLASTICITY CHART CHART FOR SOIL PASSING NO. 40 SIEVE Liquid Limit > 50% MH INORGANIC SILTS, MICACEOUS OR DIATOM FINE SANDY OR SILTY SOIL , mils . CLAYS (Above A-Line on Plasticity Chart, Negligible Liquid Limit < 50% INORGANIC CLAYS LOW PLASTICITY, GRAVELLY, OR SANDY, OR SILIL K CLAYS. S. CLEAN EAN CLAYS LAYS UU !AUIi!I Liquid s %It CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS ____________ ORGANIC SILTS & CLAYS (Below.A -Line on plasticity ten) Liquid Limit < 50% OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY gi ��. MH or OH •_��► or OL Liquid % OH ORGANIC CLAYS OF HIGH PLASTICITY ��1 0 10 20 30 40 50 60 70 80 90 100 LIQUID LIMIT ( %) HIGHLY ORGANIC SOILS Pt PEAT AND OTHER HIGHLY ORGANIC SOILS SOIL PARTICLE SIZE GENERAL GUIDANCE FOR ENGINEERING PROPERTIES OF SOILS, BASED ON STANDARD PENETRATION TEST (SPT) DATA U.S. STANDARD SIEVE FRACTION Passing Retained SANDY SOILS SILTY & CLAYEY SOILS Steve Size (mm) Steve Size (mm) Blow Counts N Relative Density, % Friction Angle , degrees 41, Description Blow Counts N Unconfined Strength tsf q Description SILT / CLAY #200 0.075 SAND FINE MEDIUM COARSE #40 #10 #4 0.425 2.00 4.75 #200 #40 #10 0.075 0.425 2.00 0 -4 4 - 10 10 - 30 30 - 50 > 50 0 -15 15 - 35 35 - 65 65 - 85 85 - 100 28 - 30 28 - 35 35 - 42 38 - 48 Very Loose Loose Medium Dense Dense Very Dense <2 2 - 4 4 - 8 8.15 15 - 30 > 30 <0.25 0.25 - 0.50 0.50 - 1.00 1.00 - 2.00 2.00 - 4.00 > 4.00 Very soft Soft Medium Stiff Stiff Very Stiff Hard GRAVEL 19 76 #4 0.75• 4.75 19 FINE COARSE 0.75• 3• COBBLES 76 mm to 203 mm GF,O Group Northwest, Inc. BOULDERS >293mm Geotechnical Engineers, Geolo gists, & ROCK FRAGMENTS > 78 mm Environmental Scientists 13240 NE 20th Street, Suite 10 Bellevue. WA 98005 Phone (425) 848.8757 Fax (425) 649.8758 PLATE 3 ROCK >0.76 cubic meter in volume LEGEND FOR SOIL CLASSIFICATION AND PENETRATION TEST DATA BORING NO. B -1 Logged By: Andy Wade Date Drilled: 8/10/2005 Surface Elev. 238 feet Depth (ft) USCS Soil Description SAMPLE SPT (N) Blows per 6- inches Water Content % Drilling/ Sampling Information & Observations Type No. - — _ 2 — _ 4 - — _ 6 - — _ — 8 ' - - — 10 _ - 12 - — 14 _ 16 - 18 20 _ 22 _ - 24 — 26 _ ML Sandy SILT,light brown, me -fine to on and cobbles i and dry. but not settlement I 1 r - � I S1 S2 S3 S4 I3,19,31 N= 42 17,31,41 N= 72 23,38,50 for 5.5" N= 109 10.4 15.5 19.2 18.3 Drilling fluids added to advance the boring. Drilling Co: CN Drilling Drilling Method: 6 - inch split spoon auger ACKER Hand Portable Drill Rig fine grained sand, fractured oxidization fractured surfaces, some gray ocasional lenses of fine sand (Glacial Till) Hard silts are shown to be fractured displaced indicating historic soil not soil movement. Total depth 9 feet. No groundwater encountered. Boring Location: 75 feet North of northern roofline of the existing house. LEGEND I 2 -inch Split Spoon Auger N: Number of blow counts for t foot of Sampler driven with 140 lb. Hammer (Standard SPT) sampler advancement. BORING LOG SAM SINGH 13702 - 41ST AVENUE S TUKWILA, WASHINGTON GEO Group Northwest, Inc. Geotechnical Engineers Geologists, sts, 8 Bw onnenat Scientists JOB NO. G - 2087 I DATE 8/19/2005 IPLATE 4 Relatively Impermeable Compacted Backfill Free- draining material, such as washed rock or crushed rock Geotextile (Mlrafi 140 NI., or equivalent) 4 or 6 inch diameter slotted or perforated PVC pipe NOTES: Slope to drain may from wall NOT TO SCALE 1.) Do not replace rigid PVC pipe with flexible corrugated plastic pipe. 2.) Perforated or slotted PVC pipe should be tight jointed and laid with perforations or slots down, with positive gradient to discharge. 3.) Do not connect roof downspout drains into the footing drain lines. 4) Backfill should be compacted to 90% of maximum dry density based on Modified Proctor. The top one foot should be compacted to 95% of maximum dry density if backfill is to support sidewalks, driveway, etc. Wall Vertical Drain Mat (Miradrain 6000 or equivalent) :': ':SLq$ Group Northwest, Inc. Geotechnical Engineers, Geologists, & Environmental Scientists SCALE: NONE DATE: 8/31/05 MADE: KJ RETAINING WALL BACKFILL AND DRAINAGE SAM SINGH 13702 - 41ST AVENUE S TUKWILA, WASHINGTON CHKD: WC JOB NO: G -20871 PLATE 5 II =I -II 6 " to 12 " Relative Impermeable Cap GEOTEXTILE FILTER FABRIC (Miraf 140N, or equivalent) Free draining material, (Washed rock) FOOTING DRAIN: Minimum 4 -inch diameter slotted or perforated rigid PVC pipe with positive gradient to discharge Slope to drain NOT TO SCALE WALL NOTES: 1.) Do not replace rigid PVC pipe with flexible corrugated plastic pipe. 2.) Perforated or slotted PVC pipe should be tight jointed and laid with perforations or slots down, with positive gradient to discharge. 3.) Do not connect roof downspout drains into the footing drain lines. 4.) Exterior backfill should be compacted to 90% of maximum dry density based on Modified Proctor. The top 12- inches to be compacted to 95% of maximum dry density if backfill is to support sidewalks, driveway, etc. Interior backfill below floor slab should be compacted to 95 %. Group Northwest, Inc. Geotechnical Engineers, Geologists, 8 Environmental Scientists SCALE NONE DATE 8/19/2005 MADE AJW TYPICAL FOOTING DRAIN DETAIL SAM SINGH 13702 - 41ST AVENUE S TUKWILA, WASHINGTON CHKD WC JOB NO. G - 2087 PLATE 6 AJMER SINGH SHORT PLAT Prepared By: ICON (Infrastructure Consulting Corp) 1082 Kirkland Avenue NE, Suite B Renton, WA 98056 PH: (425) 272 -1020 13702 41 AVENUE SOUTH TUKWILA, WASHINGTON TECHNICAL INFORMATION REPORT JANUARY, 2006 EXPIRES 4 -06 -2006 Prepared For: Mr. Ajmer Singh 13702 41 Avenue S Tukwila, WA 98168 RC ,- JAN 11 1006 DEV E LOPi1pAT I Overview Figure 1: TIR Worksheet Figure 2: Vicinity map Figure 3a: Existing conditions map Figure 3b: Proposed conditions map TABLE OF CONTENTS II Conditions and Requirements III Flow Control System IV Offsite Analysis V Special Reports and Studies VI Other Permits VII ESC Analysis and Design Erosion and sedimentation control measures SECTION I PROJECT OVERVIEW I Project Overview The proposed 2 -lot short plat is located at 13702 41 Avenue South in Tukwila and the site occupies approximately 0.34 acre. In the future the proposed development will include construction of one new home. Under existing conditions the site has an existing drive that extends from the existing residence to 41 Avenue South. The natural drainage pattern is sheet flow from the southwest to the northeast. The overall existing drainage pattern will not be altered significantly by the short plat. This project does not require detention or water quality treatment because impervious area created does not exceed the threshold. Downspout splash block dispersal and dispersal trenches are proposed to process the runoff from the development. Temporary erosion and sedimentation control measures are proposed that include the following: (1) a silt fence, (2) interceptor swales and a sediment trap; (3) a stabilized construction entrance; (4) inlet protection for existing & proposed catch basins, and (5) clearing limits demarcation. Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner irI /17L -7Z Address /3702 427 Sr i j ikio LA 414 Phone Project Engineer SH.si ct i 4r11 Company I,YErzt -ia ' L- rrirlr Address /Phone lejrrar; t 4 +Zs=27z -ioZc Part 3 TYPE OF PERMIT APPLICATION Subdivison Short Subdivision Grading Commercial Other Part 5 SITE COMMUNITY AND DRAINAGE BASIN Community i -/,CrH Li11C Drainage Basin it.1W t rn s}{ pivt12— Part 6, SITE CHARACTERISTICS River Stream King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Critical Stream Reach Depressions /Swales Lake Steep Slopes IPRA MADE 1 VaZ Part 2 PROJECT LOCATION AND DESCRIPTION Project Name Am/ i Z S1NIrH . itatr Location Township 23 H Range 4 C ..51,0. 15 Part 4 OTHER REVIEWS AND PERMITS DFW HPA COE 404 DOE Dam Safety FEMA Floodplain COE Wetlands Shoreline Management Rockery Structural Vaults Other Floodplain Wetlands Seeps /Springs High Groundwater Table Groundwater Recharge Other Part 7 SOILS Soil Type Slopes iMizy Additional Sheets Attached Erosion Potential Erosive Velcoties Part 8 DEVELOPMENT LIMITATIONS REFERENCE Ch. 4 — Downstream Analysis Additional Sheets Attached LIMITATION /SITE CONSTRAINT NbIIJ Part 9 ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities ✓ Stabilized Construction Entrance ✓ Perimeter Runoff Control ✓ Clearing and Graing Restrictions ✓ Cover Practices Construction Sequence / Other MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION Stabilize Exposed Surface Remove and Restore Temporary ESC Facilities ✓ Clean and Remove All Silt and Debris Ensure Operation of Permanent Facilities v/ Flag Limits of SAO and open space preservation areas Other Part 10 SURFACE WATER SYSTEM Grass Lined Channel Pipe System Open Channel Dry Pond Wet Pond Tank Infiltration Vault Depression Energy Dissapator Flow Dispersal•• Wetland Waiver Stream Regional Detention Method of Analysis Corn pensation/Mitigati on of Eliminated Site Storage Brief Description of System Operation Q oli5p q 5At✓/s:/ &ix4L. DisP(7Z s", . 1vrrH 60 G&W F i4i) /WO Dis0.22 i t ?L 7;e2, -p/ CH • 1J17 2's � 4.144.11-1 r Lca►4J Facility Related Site Limitations Reference Facility Limitation Part 11 STRUCTURAL ANALYSIS Cast in Place Vault Retaining Wall Rockery > 4' High Structural on Steep Slope Other Part 12 EASEMENTS/TRACTS Drainage Easement Access Easement Native Growth Protection Easement Tract Other Part 13 SIGNATURE OF PROFESSIONAL ENGINEER I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of my knowledge the information provided here is accurate. Signed /Date 1 -10 -ob VICINITY MAP INTS. HOLLY CLUSTER 248' N27'03'34 "W DEED TOP _\ .72 N78. 9 , 09 " � 26 � —o 25 VACA 137th X33 � R R co co co M S89'52124 "E DEEKb 7'51'0' 45.00' l'0 0 2'24" ' DE W O M N 1� Z O O 30.0' PLAT Z 29.3' MEAS. %ACT .))..IOi T/ (fr)'5 fl' frP 0 w w 0 co N) 0 0 POPLAR o• !•, 4101 • VP 9" POPLAR 9" POPLAR 411 " POPLAR 8" POPLAR 14" POPLAR lit C r FDAR FENCE TYPICAL POPLAR " POPLAR 10 LF DISPERSAL TRENCH SEE DETAIL 6740 SF PROPOSED HOUSE W /BASEMENT FOOTPRINT 2155 SF , FFE = 242.0 VA 6" PVC ROOF DRAINS 1.0% MIN (TYP) 2 ti % • 18 LF •" PV 1.0'• MIN 16 LF 6" NDS SPEEDY CHANNEL DRAIN OR EQUAL 30 LF 6 L12 @ 1.0% LOT B L 7994 SF L10 L4 L1_ j a 25' MIN p o- S-G (J »Pt 1 1 T/OJ - 1 S m- p I CB TYPE 1 RIM = 235.0± IE = 234.0 40 LF DISPERSAL TRENCH, SEE DETAIL AREA DRAIN RIM = 240.0 IE = 237.5 (6') SECTION II CONDITIONS AND REQUIREMENTS II Conditions & Requirements Conditions of Plat Approval • The comments from this review by City of Tukwila will be addressed upon receipt. SECTION III FLOW CONTROL FACILITY III Flow Control Facility No detention or water quality treatment of the stormwater runoff is required for this development. The thresholds for detention and water quality treatment are not exceeded. A portion of the runoff from roof will be collected and subsequently dispersed on -site using dispersal trenches or downspout splash block dispersal. Runoff from a portion of the roof will be dispersed by the downspout splash blocks where a 50' sheet flow through the lawns is available. Runoff from other portion of the roof and drive will be directed to the proposed dispersal trench. AREAS SUMMARY Total development area = 14,734 SF EXISTING CONDITIONS On -site buildings = 1,200 SF (House) On -site Drive = 940 SF (Driveway) On -site walks = 567 SF (Walkway) Total Existing Impervious Cover = 2,707 SF Total Existing Pervious / Lawns = 12,027 SF PROPOSED CONDITIONS NET INCREASE IN IMPACT 0.338 Ac. = 0.062 Ac. = 0.276 Ac. Proposed Buildings = 3,355 SF (Downspout Disp. & Disp. Trench) On -site access & driveways = 2,667 SF (Pollution Generating, Disp. Trench) On -site walkway = 403 SF (Walkway) Total Proposed Impervious Cover = 6,425 SF = 0.147 Ac. Total Proposed Pervious / Lawns = 8,309 SF = 0.191 Ac. Net new impervious cover = 6,425 — 2,707 = 3,701 SF = 0.085 Ac. The net new impervious cover does not exceed the threshold of 10,000 SF. Also, the net increase in the discharge at 100 -year event is less than 0.10 cfs. Therefore the development is exempt from installing a flow control system. Net New water quality pavement = 2,667 — 940 = 1,727 SF = 0.040 Ac. Water quality treatment is not provided because the net new pollution generating area does not exceed the exemption threshold of 5,000 SF. SECTION V OFF -SITE ANALYSIS V Offsite Analysis Upstream Analysis Upstream area is bounded by 41st Ave South that has a drainage system. It is believed that no significant offsite runoff would cross over and onto the site. No intercepting ditches are needed to prevent runoff from entering the site. There is no likelihood that the proposed project activities could impact the upstream area with backwater conditions. The inflow conditions for the upstream drainage remain virtually unaltered. Downstream drainage Analysis Runoff from the development site will be discharged to the proposed dispersal trench or spread in to the lawns by downspout splash blocks. This site currently conveys stormwater southeast across the property lines. Under the proposed condition only the dispersal runoff will sheet flow across the same property lines. Downstream drainage appears to be sheet flow northeast in to the drainage system of 42 Avenue South. Upon proposed dispersal the downstream properties will not be affected significantly. SECTION VI SPECIAL REPORT AND STUDIES VI Special Report and Studies A geotechnical report addressing the sloping terrain, pertinent existing soils and development issues is provided separately in the submittal package. SECTION VII EROSION AND SEDIMENT CONTROL ANALYSIS AND DESIGN VIII Erosion & Sediment Control (ESC) Analysis and Design Project Description: The project will consist of construction of one new house. Approximately 0.15 -acres of area will be involved in the plat activity. The overall site area is 0.34- acres. Existing Site Conditions: Under the existing conditions the project site is a single family detached residential lot with an existing home and a related driveway. Existing drainage for the project site is from the southwest to the northeast of the site. During the proposed construction this drainage pattern will be maintained. The discharge from the project will exit the site at the northeast corner of the development across the property lines. Erosion and Sediment Control Measures Delineate Clearing and easement limits The development drawings clearly indicate the limits of development activities. Prior to any clearing or construction on site, the clearing limits for the project stage shall be clearly marked. The stakes shall be vividly marked with surveyors flagging and located with surveying methods. Cover measures According to the standard ESC practices included all disturbed areas to remain unworked for more than seven days during the dry season (May 1 to September 30) or four days during the wet season (October 1 to April 30) will be stabilized, unless otherwise determined by the city. Any disturbed areas to remain unworked for more than 30 days will be seeded or sodded, unless the city determines that winter weather makes the vegetation establishment unfeasible. During the wet season any stockpiles to remain unworked for more than 12 hours will remain covered. Perimeter Protection A filter fabric silt fence shall be installed at the downstream end of the disturbed areas of the site. The fence shall be so located that any sediment -laden runoff that does not directly enter the sedimentation trap will be filtered prior to offsite discharge. The perimeter protection will be installed prior to upstream grading. Construction Entrance Routes Prior to the start of general construction the construction vehicle entrances to the site shall be stabilized with a rock pad. Surface control In addition to the proposed interceptor swale the existing drainage features of the site are utilized to convey the runoff to the downstream drainage. Inlet Protection Affected downstream drainage channels and catch basin inlet will be protected with filter fabric and /or hay bales. Sediment Trap A sediment trap minimum 3.5 feet in depth is employed along the west property line to trap sediment -laden runoff and to allow settling of the sediment prior to runoff overflow off -site. .i;r1q1:L6;1��)r 41 Owner /Ageri rgnature CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 1. The proposed project is within 2. to improvements required. N (Use separate sheaf if more mom is needed) I hereby certify that the above information is true and correct. CO , CZ toN----t Carr Agent' hone 2_06 — --mot 7 R "CEIVED JAN 1 1 2006 COMMUNITY _ UFVFI rIpM' NT CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district J., ^ m F oY f r rtY J'"�r+ r tN; l rryo 1 r� p �gfRoi T.VIErr .p ATir" rii�' SJ�SIj9 i�. M' ` 41' l ' iI7f 1,}N ;k Y11'°71 4 may— N7I .�NI +<j�I Y1 7 !�F M'NQ�it ft 4iiJ / U fUl ash 1K J1P�" >p(l�u TNINIMINMAIM Site address (attach map end legal description showing hydrant location and aiaa of main); , ,2Mr.trinaM ad' � Ra N;;;;1 ignit 7 rfN. 9 MJh"y(1 I d R W = 3 Name! 1 J3- a- \.\ iR3 Name: Address: Phone: This certificate Is for the purposes of: ❑ Residential Building Permit ❑ Commercial /Industrial Building Permit ❑ Rezone Estimated number of service connections and water meter size(s): Vehicular distance from nearest hydrant to the closest point of structure is Area is served. by (Water Utility District): ❑ Preliminary Plat I Permit Center /Build Division: 206031.3679 Public Works Department: 206-433-01 79 Planning Division: 206-431-3670 PERMIT NO.: hort Subdivision ❑ Other ft. This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." (City /County) 3. The improvements required to upgrade the water system to bring It Into compliance with the utilities' comprehensive plan or to meet the minimum flow' requirements of the project before connection and to meet the State cross connection control requirements: 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 1 07 t'v at 20 psi residual for a duration of 2 hours at a velocity of 1 5 fps as documented by the attached calculations. 5. Water lability: Acceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. System is not capable of providing service to this project. gPi A 7 By Date / Z_ z © G Part A (To Be Completed by Applicant) Purpose of Certificate: ❑ uilding Permit ❑ Preliminary Plat or PUD ❑ Other Short Subdivision ❑ Rezone Proposed Use: Residential Single Family ❑ Residential Multi - Family ❑ Commercial ❑ Other Applicants Name: ATNEk SING, N Phone: U04 ) o71o — 31„g .3 Property Address or App ximateLp cation: Tax Lot Number: I3 '1 0a 4 °i s Ave s r l 3Coo &o - oa7o Legal Description(Attach Map and Legal Description if necessary): SEE A `-4- AchEcl , Part B- -To Be- Completed by Sewer Agency) 1. II1 a. Sewer Service will be provided by side sewer connection only to an existing Ca size sewer OAT `ee n-the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR U b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. L'. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: 4 G N A26,e S 7 BE 5E'- L-41 —e GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4250.70 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: (Required ❑ May be Required �o _ 1 c. Other: cane ctirrn aY ex.'s-FP ho - nazi c lie st'.t b in X 5 T /AV.. 6 at-JD 9) 15-+T dy i�" Y Trc"�` "'�•,Ar 4�S �' 9tl('�''6 ,,,� .� '� � `� ' i° a. 414 f 1; ?A ■ ORKING TO R ENVIRONMENT r „1� ;F k5,��'f "ni•..h..��.��. ..t- 4Y+'ttic'i '�!4°r � t�s.:ry. �. �` By Title ‘,/s 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 RCevE.0 Phone: (206) 242 -3236 Fax: (206) 242 -1527 f A N 1 2006 DE op Ni1y ERTIFICATE OF:SEWER AVAIL BiLITY • /N; ON AVAILABILITY • Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date o ture. etio J2 -'2l - Date ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the .Districtand the applicant only, and no third person or party shall have any rights hereunder whether by agency; third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary.: permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits; approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that I have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions herein. Applicant's Signature P2 -215 Date OWNER- .- ....kaathaZ ..-._. _ t 3 7 OZ CONTRACTOR HOUSE ADDRESS. - C / ice! ... _ _ !A' ! BASEMENT: YES... ✓ . __. NO...---......... NAME UB- DIVISION.. ..... 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I ® • ■ ■ Nu ■■■■■■■■■■■n■■■■■■■ �i■■■■ n■ mom ■n. ■ ■■� ■■ ■■. ■ ■ ■ ■ ■ ■ ■■■■ ■ ■n■■■ ■E ■1 ■■rrt�wao■ -m-�� I�/■i1MI/ 111 .. ■■ ■ ■ ■ ■n ■ ■ ■ ■ ■ ■. n ■ ■ ■ ■ ■ ■■ �.`:_.. .: ■ ■ ■ ■. ■Iii ■■. ■ ■nn■ ■■■■■■■■■■ ■■■ :.N ■■ :■ ■ ■■■■■ MM n II .■■ MHO ■■ ■.nnnn ■ ■ ■ ■ ■n ■■■. EN UUUUUM:: O M ::n ■■ ' i iU■ ■ ■ ■ '�■I - • IIIIIIIIIIIII1 .............. mom =um ■■ ' •-4- IIIIIIIIIIIM 1 1 ■■■ 15••••• ■n n : :: :M :■ Jnn • : ■ ■ ■ ' : , nn ■p. ■■■ n � • 1,- q • L L 1 . 9 11 1 MOnith MEMO N MEN li f T I, E.. 4 1 -H DISTRICT APPROVAL BY rid-rx."-- DATE 7- 4 o VAL VUE SEWER DISTRICT APPLICATION FOR SIDE SEWER I RMIT D A T E . 1L -3 O 70 ALE . 1 -4 F -- t - 1 PERMIT N! 2683 EASEMENT CARD No. ... -.._ -1 .1 ! i L-+—.__;_ _;_.,__,-..... ,1 L _; , I.._4 ---1_. ._..-- ._.�.o- I HEREBY CERTIFY T AT THE ABOVE CONNECTION HAS BEEN ` MADE AS SHOWN, PRIOR TO BACKFILL 7 TEST RESULTS..�C O /#7 BY `-� °' e�. 2 C� DATE -2 - sfeVsr.Z fall61111114 r : • " •:!." .... . ... FOR STAFF USE ONLY Sierra Type: P -SS Planner: ) ecc- - c File Number: L—O (,, — 0 0 Application Complete (Date:'jl9.■1 0 ( ) Project File Number: Application Incomplete (Date: 4 q..10C, ) Other File Numbers: CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail. tukplanna,ci.tukwila.wa.us APPLICATION NAME OF PROJECT/DEVELOPMENT: A J02— f o -7- Pc A LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS. 1370 Z -/ 57 2✓��c i inter,1 4 Lc lA cif? 168 Quarter: 1,0 Section: /S Township: 2314 Range: 4-1- (This information may be found on your tax statement.) S`7l / /e_° s /4 7 1- Z! , //YGg- AS%etC7',"2 fQXS4Li (4 e„,zpCj -vQ1 -1 /OS kJ/zte.LdrtD Iiv Hu 1`// Ski ,tom- ,)vrem, 444 qgz S6 Phone: .425 - 27 —t 020 FAX: 4-2..S — Z7 Z - - E -mail: ® Icon Signature: Date: l - to —o6 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Address: G:\ APPHAN \LANDUSE.APP\SHTPLTPT.doc, 09/11/03 SHORT e r ' u iLA PLAT JAN i 1 70fl6 (P -SS) PERMIT CENTER Check items submitted application Information Required. May be waived in unusual cases, upon approval of both PubliEIVc WorED ks and Planning ��� APPLICATION MATERIALS: 'JAN 1 1 1006 o.�ru�;�I r'r 1. Application Checklist (1 copy) indicating items submitted with applicatioi EvE c . 2,ComQ_leted ApApplication .Eorm.and.draw ,ingsA copies). X y" .. One set of all plans reduced to 8 1/2" by 11' . tie et#,t 74, / V `.4 pplieationyEee =lup.toL4 $50 =IotsainzEDR 0, other zones $1,000 -- 5 to 9 lots in all zones $1,000 H A. t 500 OD ' V. 5. SEPA Environmental Checklist (for 5 -9 lots, cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: 6. If the project requires SEPA review or involves a short plat of 5 —9 lots: a 4' x 4' public notice board will be required on site within 14 days of the Department determining that a complete application has been received (see SEPA Application). 7. If the project involves a short plat of 5 — lots: One (1) set of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple - family buildings - -e.g. apartments, condos, trailer parks- -must be included (see SEPA Application) 8. If the project involves a short plat of 5 — 9 lots: King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot PROJECT DESCRIPTION AND ANALYSIS: Vt6 10. Vicinity Map with site location. I/ / 11. Title Report: Clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing. / 1/ 12. Document sewer and water availability if provided by other than the City of Tukwila. 13. A written discussion of project consistency with decision criteria (see Application). 14. Any required maintenance agreements, easements or other documents ready for recording. V 15. Technical Information Report (TIR) including feasibility analysis per King County Surface Water Design Manual (KCSWDM). For additional guidance contact Public Works. V(/ 16. Provide sensitive area studies a d er Tukwila's Sensitive Areas Ordinance (TMC 18.45) for example wetland o geotechnical report ^t' 17. Printed computer plat closuirUrdemons ated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. COM APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 -431 -3670 (Department of Community Development) and 206 - 433 -0179 (Department of Public Works). C: Wora's FilaVted_Book\SHTPLTAPP.doc.01 /10/03 Information Required. Response Total existing lots prior to Short Plat. ONE Total lots in this Short Plat. 7 Total acres involved in the Short Plat. 0 3 A ct Constraints (sensitive area, right of way, retention/detention areas) in acres or sf. (g) Locate the nearest existing hydrant and all proposed hydrants. Any preexisting uses? E�x� s Ilea s E Overall density (lots /acre). 5. 9 Lars l Auzc Checs items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning (d) Total expected cut and fill for plat buildout. Y'' V (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. 7 (f) Storm drainage design at least 90% complete, which meets the KCSWDM. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. (g) Locate the nearest existing hydrant and all proposed hydrants. N Ft- (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. N - (i) Plan, profile and cross - section for any right -of -way improvements. (j) Show planned access to lots, driveways, fire access lanes and turn - arounds. (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. N./ (1) Show proposed lot and tract lines. GROWTH MANAGEMENT ACT REQUIRED INFORMATION C:Wore's Files\Rcd Book\SHTPLTAPP.doc, 01/10/03 4 /ST AVE SQ. ?gA ®► ?gr■ ?gi ?g 4►► Qgi . agu0■ L. a • ?gi.► T •d ? 0 13OW \eso ,dot 0.3 n - cA .op N � lea # 00Ud 1 `eravi v of • lL9L e%ON Xe1 otilSad a =eaxV L<cAcr LAra<0 ° =r 00a0c? L? L? L881 r r rLrLrLrLrLrLrLrLrLrLrLrLvU QQQQQQ Q Q QaQaQaQaQaQaQaQaQaQaQac =QPQ: PPPPPP =aOaV LL ?Qrna.<9f o L ■ ■AOOryAAEAmAA L °F LAOS 6£'Z66L 101 LOS 90'6£L9 101 ° ° ° 0 8a 0 a0 0 = r 00 ° vx>x<xxx ° x9 ° Ln L ° o p °? r = ? =r =0= =9 =? WdBb :9 S002 T2 33Q • 0 0 0. DEDICATION KNOW ALL MEN BY THESE PRESENTS, THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDMSION THEREOF PURSUANT TO RCW 58.17.060 AND ACKNOWLEDGE THAT SAID SUBDMSION SHALL NOT BE FURTHER DIVIDED IN ANY MANNER WITHIN A PERIOD OF FIVE YEARS, FROM DATE OF RECORD, WITHOUT THE RUNG OF A FINAL PLAT. THE UNDERSIGNED FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAID SHORT SUBDMSION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF WE SET OUR HANDS AND SEALS. NAME NAME NAME .dr\VVIICA King County, Washington SHORT PLAT NO. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS /HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT TO BE (HIS /HER) FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. SIGNATURE OF NOTARY PUBLIC RECORDER'S CERTIFICATE NAME NAME NAME STATE OF WASHINGTON CITY OF TUKWILA DATED MY APPOINTMENT EXPIRES STATE OF WASHINGTON COUNTY OF DATED MY APPOINTMENT EXPIRES FILED FOR RECORD THIS DAY OF 19 AT M IN BOOK OF AT PAGE AT THE REQUEST OF REVIEWED AND APPROVED BY THE SHORT SUBOMSION COMMITTEE AND HEREBY CERTIRED FOR RUNG THIS DAY OF CHAIRMAN, SHORT SUBOMSION COMMITTEE LEGAL DESCRIPTION LOT A: (STATE PLANE BEARINGS) THAT PORTION OF LOTS 1 AND 2, BLOCK 5, AND A PORTION OF VACATED SOUTH 137TH ST. (GARDEN PLACE), ROBBIN'S VIEW TRACT ADDITION TO RIVERTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH WEST CORNER OF SAID LOT 1, THENCE S87' 51' 02"E ALONG THE SOUTH LINE THEREOF A DISTANCE OF 10.00 FEET .TO THE TRUE POINT OF BEGINNING; THENCE N25 02' 12'W A DISTANCE OF 42.97 FEET; THENCE Nor 05' 411 A DISTANCE OF 36.59 FEET; THENCE S87' 53' 261 A DISTANCE OF 100.31 FEET TO THE EAST UNE OF SAID LOT 2; THENCE SO7 08' 58'W ALONG SAID LINE AND ITS SOUTHERLY PROJECTION A DISTANCE OF 104.88 FEET TO THE CENTERLINE OF VACATED SOUTH 137TH ST; THENCE N87' 51' 02'W ALONG SAID CENTERLINE A DISTANCE OF 30.00 TO THE EAST MARGIN OF 41ST AVE SOUTH PROJECTED NORTHERLY; THENCE N07 08' 58'E ALONG SAID PROJECTION A DISTANCE OF 30.00 FEET TO THE SOUTH LINE OF SAID LOT 2; THENCE N87' 51' 0219 ALONG THE SOUTH LINES OF SAID LOTS 1 AND 2 A DISTANCE OF FOR 50.00 FEET TO THE TRUE POINT OF BEGINNING. LEGAL DESCRIPTION LOT B: (STATE PLANE BEARINGS) THAT PORTION OF LOTS 1 AND 2, BLOCK 5, ROBBIN'S VIEW TRACT ADDITION TO RNERTON, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 17 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH WEST CORNER OF SAID LOT 1, THENCE S87 51' 02'E ALONG THE SOUTH LINE THEREOF A DISTANCE OF 10.00 FEET; THENCE N25' 02' 1214 A DISTANCE OF 42.97 FEET; THENCE NO1' 05' 41'E A DISTANCE OF 36.59 FEET TO THE TRUE POINT OF BEGINNING; THENCE NO1' 05' 41'E A DISTANCE OF 89.66 FEET TO A POINT THAT LIES N76' 37' 3914 A DISTANCE OF 58.07 FEET FROM A POINT ON THE EAST LINE OF SAID LOT 1 THAT LIES 153.15 FEET NORTH OF NE SOUTHEAST CORNER THEREOF; THENCE S76' 37' 39'E A DISTANCE OF 58.07 FEET TO SAID EAST UNE; THENCE S07 08' 58'W ALONG SAID EAST LINE A DISTANCE OF 33.15 FEET TO THE NORTH LINE OF THE SOUTH 120.00 FEET OF SAID LOT 2; THENCE S87' 51' 021 ALONG SAID NORTH LINE A DISTANCE OF 45.00 FEET TO THE EAST UNE OF SAID LOT 2; THENCE SOT 08' 58'W ALONG SAID EAST LINE A DISTANCE OF 45.12 FEET; THENCE N87' 53' 26'W A DISTANCE OF 100.31 FEET TO THE TRUE POINT OF BEGINNING . LAND SURVEYOR'S CERTIFICATE REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHIONGTON, CERTIFY THAT THIS PLAT IS BASED ON ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION, THAT THE DISTANCES, COURSES, AND ANGLES ARE SHOWN THEREON CORRECTLY, AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT. /1 A /nIA I IVILIN I o HJJLJJMLN I S EXAMINED AND APPROVED THIS DAY OF 19 ASSESSOR DEPUTY ASSESSOR ACCOUNT NUMBER ORIGINAL LEGAL DESCRIPTIONS: (PLAT BEARINGS) THAT PORTION OF LOTS 1 AND 2, BLOCK 5, TRACT A AND A PORTION OF SOUTH 137th RIVERTON, ACCORDING (GARDEN OO THE PLAT THHEREEOF�RECORDD IN OLU E17 OF PUTS, PAGES(S) 90, RECORDS OF KING Comm WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTI-XEST CORNER OF SAID LOT 1; THENCE SOUTH 89'52'24' EAST ALONG THE SOUTH LINE THEREOF 10.00 FEET TO THE TRUE' POINT OF BEGINNING; THENCH NORTH 2703'34" WEST 42.97 FEET; THENCE NORTH 0'55'41' WEST 126.25 FEET TO A POINT THAT LIES NORTH 78'39'09' WEST 58.07 FEET FROM A POINT ON THE EAST LINE OF SAID LOT 1, 153.15 FEET NORTH OF THE SOUTHEAST CORNER THEREOF; THENCE SOUTH 78'39'09' EAST 58.07 FEET TO SAID EAST LINE; THENCE SOUTH 0'07'36' WEST ALONG SAID EAST LINE, 33.15 FEET TO THE NORTH LINE OF THE SOUTH 120.00 FEET OF SAID LOT 2; THENCE SOUTH 89'52'24' EAST ALONG SAID NORTH LINE, 45.00 FEET TO THE EAST LINE OF SAID LOT 2; THENCE SOUTH 0'07'36' WEST ALONG SAID EAST LINE AND ITS SOUTHERLY PROLONGATION, 150.00 FEET TO THE CENTERLINE OF VACATED SOUTH 137th STREET; THENCE NORTH 89'52'24' WEST ALONG SAID CENTERLINE 30.00 FEET TO THE EAST MARGIN OF 41st AVENUE SOUTH; THENCE NORTH 0'07'36' EAST 30.00 FEET TO THE SOUTH LINE OF SAID LOT 2; THENCE NORTH 89'52'24' WEST ALONG THE SOUTH UNES OF SAID LOT 2 AND LOT 1, A DISTANCE OF 50.00 FEET TO THE TRUE POINT OF BEGINNING. LEGAL DESCRIPTION FOR EASEMENT: INGRESS, EGRESS, & UTILITIES FOR LOT B THAT PORTION OF LOTS 1 AND 2, BLOCK 5, AND A PORTION OF VACATED RM TTON, ACCORDI O THE PUT THEREOF, RECORDED IN VOLUME T 117 OF PLATS, PAGE 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH EAST CORNER OF SAID LOT 2, THENCE S0708'58'W ALONG THE PROJECTION OF THE EAST LINE OF SAID LOT 2 A DISTANCE OF 30.00 FEET TO NE CENTERLINE OF SAID VACATED STREET; 'THENCE N87'51'02'W ALONG SAID CENTERLINE A DISTANCE OF 30.00 FEET TO THE NORTHERLY PROJECTION OF THE EAST MARGIN OF 41ST AVE SOUTH; THENCE NO708'58'E ALONG SAID PROJECTION A DISTANCE OF 30.00 FEET TO THE SOUTH UNE OF SAID LOT 2; THENCE N11'55'38"W A DISTANCE OF 65.12 FEET; THENCE N23'31'231M A DISTANCE OF 12.95 FEET; THENCE S87'53'261 A DISTANCE OF 51.45 FEET TO THE EAST LINE OF SAID LOT 2; THENCE S0708'58'V ALONG SAID EAST LINE A DISTANCE OF 74.88 FEET TO THE TRUE POINT OF BEGINNING. Infrastructure Consulting Corporation 1082 Kirkland Avenue, N.E., Suite B Renton, Washington 98056 ilcom) RECEIVED JUN 13 2006 TUKWILA PUBLIC WORKS VICINITY MAP/ NTS , P Rct NO. PO �u NW 1 /4 OF SW 1/4, SECTION 15, T 23 N, R 4 E, W.M. SURVEYOR'S NOTES 1. EASEMENTS, ROADS, RESTRICTIONS, RESERVATIONS, HAZARDOUS WASTE DEPOSITS, MOLD INFESTATION, CONSTRUCTION DEFECTS, AND MINING ACTMTIES, IF ANY, ARE NOT SHOWN EXCEPT AS INDICATED. 2. UNPATENTED MINING CLAIMS, RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF, WATER RIGHTS, CLAIMS OR TIRE TO WATER, IF ANY, ARE NOT SHOWN EXCEPT AS INDICATED. 3. INDIAN TRIBAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE SERVITUDE'S IF ANY, ARE NOT SHOWN EXCEPT AS INDICATED. 4. BASIS OF BEARING: SEE DRAWING. 5. EQUIPMENT AND PROCEDURES USED TOPCON GTS 225 TOTAL STATION AND CLOSED FIELD TRAVERSE. LAST CALIBRATION MAY, 2005. ACCURACY MEETS OR EXCEEDS WAC 332- 130 -090. 6. ALL MONUMENTS VISITED DURING JANUARY, 2005. 7. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF AJMER SINGH AND DOES NOT EXTEND TO ANY UNNAMED PERSON OR PERSONS WITHOUT EXPRESS RECTIFICATION BY SURVEYOR NAMING SAID PARTY. 8. CRITICAL AREAS TO BE FIELD VERIFIED BEFORE FINAL DESIGN. 9. ALL LOCATIONS SHOWN HEREON ARE THOSE OBTAINABLE BY SURFACE EVIDENCE ONLY, UNLESS OTHERWISE NOTED. 10. LEGAL DESCRIPTIONS SUPPLIED BY OWNER OR THEIR AGENTS. 11. THE SURVEYOR IS NOT RESPONSIBLE FOR THE REAGGREGATTON OF ANY UNDERLYING LOTS, IF ANY, BY THIS SURVEY. 12. UNDERLYING FEE SIMPLE OWNERSHIP, NOT SHOWN, EXCEPT AS INDICATED, IF ANY. S 130Th ST OWN. BY T.W., A.K. DATE VOL /PAGE SHORT PLAT FOR AJMER SINGH 13702 - 41ST AVE S TUKWILA, WA 98168 JOB NO. JANUARY. 2006 91 RnS C..0 City of Tukwila King County, Washington SHORT PLAT NO, 06 -003 LEGEND: • INDICATES REBAR FOUND OR SET X INDICATES BRASS TACK & TAG OR MAG NAIL & TAG SET PLEASE REFER TO RECORD OF SURVEY RECORDED UNDER 20050628900 S 137TH STREET 1 RECORDED UNDER 8107220758, 8106160674, 8105040821, AGREEMENT WITH WESTERLY ADJOINERS FOR EXIST WATER & SEWER. APPROX. LOCATION PER SEWER DISTRICT. WEST LINE OF THE EAST 80 FEET OF TRACT A `FOUND LG STONE WITH X DOWN 0.9 06/15/05 (SEE CITY'S GPS POINT #458) co U, N co O z E S 87.51'02'E 952.41' S 140TH STREET FOUND STONE WITH X - 06/15/05 (SEE CITY'S GPS POINT #461) (NORTH LINE OF THE SOUTH 295 FEET OF TRACT A) e � \ G 9 9 5� SOUTH LINE OF THE NORTH 175 FEET OF THE SOUTH 295 FEET OF TRACT A (NORTH LINE OF THE SOUTH 120 FEET OF TRACT A) `\ G \ tip\ \\ CO \ \ \ \ SW COR \ LOT � -� \ S 139111 STREET (NOI OPEN) \ C6 L19 I— L10 LOT B 6,740 SF 0.155 AC L15 \\ - -1 LOTA 7,994 SF 0.184 AC L12 S 87°51'02"E 30.00' tICCN Engineers -Surveyors L4 L16 L1 I— O J J fr r SE COR LOT 2 VACATED S 137TH STREET Infrastructure Consulting Corporation 1082 Kirkland Avenue, N.E., Suite B Renton, Washington 98056 '„ ,no, PROPOSED 10' PUBLIC WATER EASEMENT EXIST 10' PUBLIC SS ESMT RECORDING NUMBER 7703250669 PORTION OF N.E. _1 /4 of S.W__1 /4, S._ T._ _ R._4E__W.M. O m LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 OWN. BY T.W., A.K. CHKD. BY LINE TABLE LENGTH (ORIGINAL DEED( STATE PLANE 30.00 104.88 45.121 I NO2'08'58 "E 45.00 33.15 20 10 0 30.00 150.00 N89'52'24 "W S89'52' 24 "E S0 36 "W BEARINGS RECEIVED JUN 132006 TUKWILA PUBUCAI RKS SCALE IN FEET N87'51'02 "W S02'08'58 "W S87'51'02 "E S02'08'58 "W 58.07 1 578'39'09 "E I S76'37'39 "E 89.661 I N01'05'41 "E 36.59 I ( N01'05'41 "E 42.971 N27'03'34 "W I N25'02'12 "W 50.00 N89'52'24 "W I N87'51'02 "W 30.001 NO'07'36 "E I NO2'08'58 "E 100.311 I 587'53'26 "E 12.95 I S23'31'23 "E 65.12 I I 511'55'38 "E 48.86 I N87'53' 26"W 51.451 I N87.53'26 "W S02'08'58 "W 74.88 1 I 502'08' 58 "W 10.001 N89'52' 24"W I N87'51 '02"W 126.25 N0'55'41 "W I N01'05'41 "E S0'07' 36"W I SO2'08'58 "W NOTE: • INDIVIDUAL HOUSE FOUNDATION AND DRAINAGE SYSTEM SHALL PROVIDE A SPECIFIC GEOTECHNICAL ASSESSMENT WITH FINAL DESIGN RECOMMENDATION. REFERENCE TO THE GEOTECHNICAL REPORT, B� NORTHWEST, INC., DATED 8/31/05, AND SUBSEQU GEOTECHNICAL REPORTS. 40 GEpt G UP SHORT PLAT FOR AJMER SINGH 13702 - 41ST AVE S TUKWILA, WA 98168 DATE JOB NO. MAY 2006 21605 SCALE SHEET 1"=70' 2 OF 2 SET BRASS TACK & LEAD IN TOP OF 1st STEP, AT 2 FEET FROM NORTH END, HOUSE #13533. � S. 137th STREET S. 140th STREET 4 \ FOUND STONE WITH LARGE DOWN 0.9 .9 FEET w z . t , P a 0 s o - W A r Co co f > STONE FOUND �� WITH X ", IN CASE. SURVEY CONTROL: SCALE 1" = 200' SET BRASS TACK & LEAD IN TOP OF BRICK COLUMN, UP 6 FEET S87'51'02'E 952.41' PLAT WEST 1/2 OF S. 139th STREET (NOT OPEN) SURVEYOR'S NOTES 1. EASEMENTS, ROADS, RESTRICTIONS, RESERVATIONS, HAZARDOUS WASTE DEPOSITS, MOLD INFESTATION, CONSTRUCTION DEFECTS, AND MINING ACTIVITIES, IF ANY, ARE NOT SHOWN EXCEPT AS INDICATED. 2. UNPATENTED MINING CLAIMS, RESERVATIONS OR EXCEPTIONS IN PATENTS OR IN ACTS AUTHORIZING THE ISSUANCE THEREOF, WATER RIGHTS, CLAIMS OR TITLE TO WATER IF ANY, ARE NOT SHOWN EXCEPT AS INDICATED. 3. INDIAN TRIBAL CODES OR REGULATIONS, INDIAN TREATY OR ABORIGINAL RIGHTS, INCLUDING EASEMENTS OR EQUITABLE SERVITUDES IF ANY, ARE NOT SHOWN EXCEPT AS INDICATED. 4. BASIS OF BEARING - SEE DRAWING. 5. EQUIPMENT AND PROCEDURES USED: TOPCON GTS 225 TOTAL STATION AND CLOSED FIELD TRAVERSE. LAST CAUBRATION MAY. 2005. ACCURACY MEETS OR EXCEEDS WAC 332- 130 -090. 6. ALL MONUMENTS VISITED DURING JANUARY, 2005. 7. THIS SURVEY WAS PREPARED FOR THE EXCLUSIVE USE OF AJMER SINGH AND DOES NOT EXTEND TO ANY UNNAMED PERSON OR PERSONS WITHOUT EXPRESS RECERTIFICATION BY SURVEYOR NAMING SAID PARTY. 8. CRITICAL AREAS TO BE FIELD VERIFIED BEFORE FINAL DESIGN. 9. ALL LOCATIONS SHOWN HEREON ARE THOSE OBTAINABLE BY SURFACE EVIDENCE ONLY, UNLESS OTHERWISE NOTED. 10. LEGAL DESCRIPTIONS SUPPLIED BY OWNER OR THEIR AGENTS. 11. THE SURVEYOR IS NOT RESPONSIBLE FOR THE REAGGREGATION OF ANY UNDERLYING LOTS, IF ANY, BY THIS SURVEY. 12. UNDERLYING FEE SIMPLE OWNERSHIP, NOT SHOWN, EXCEPT AS INDICATED, IF ANY. RECORDER'S CERTIFICATE Flied for record this day of 20_ at M in book of at page at the request of ROBERT W. BOYD Rec. No 2 0 : 5 6 c 2 8 9 i x i NE 1/4, SW 1/4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. KING COUNTY, WASHINGTON o n 0 1 1- a N CD Z w CD QN 0 N z SUBJECT PROPERTY S. 139th ST. `NOTHING FOUND DOWN 4 FEET -FOUND LARGE MAG NAIL 0 S21'23'E, 0.51' LEGAL DESCRIPTION THAT PORTION OF LOTS 1 AND 2, BLOCK 5, TRACT A AND A PORTION OF SOUTH 137th STREET (GARDEN PLACE), ROBBINS' VIEW TRACT ADDITION TO RIVERTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 17 OF PLATS, PAGE(S) 90, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:I BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCE SOUTH 89'52'24' EAST ALONG THE SOUTH UNE' THEREOF 10.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 27'03'34" WEST 42.97 FEET; THENCE NORTH 0'55'41' WEST 126.25 FEET TO (I, POINT THAT UES NORTH 78'39'09' WEST 58.07 FEET FROM A PO NT ON THE EAST UNE OF SAID LOT 1, 153.15 FEET NORTH OF THE SOUTHEAST CORNER THEREOF; 11 THENCE SOUTH 78'39'09' EAST 58.07 FEET TO SAID EAST LINE; THENCE SOUTH 0'07 "36" WEST ALONG SAID EAST UNE, 33.15 FEET TO THE NORTH UNE OF THE SOUTH 120.00 FEET OF SAID LOT 2; THENCE SOUTH 89'52'24' EAST ALONG SAID NORTH LINE, 45.00 FEET TO THE EAST UNE OF SAID LOT 2; THENCE SOUTH 0'07'36' WEST ALONG SAID EAST UNE AND ITS SOUTHERLY PROLONGATION. 150.00 FEET TO THE CENTERUNE OF VACATED SOUTH 137th STREET; THENCE NORTH 89'52'24" WEST ALONG SAID CENTERLINE 30.00 FEET TO THE EAST MARGIN OF 41st AVENUE SOUTH;, THENCE NORTH 0'07'36' EAST 30.00 FEET TO THE SOUTH UNE OF SAID LOT 2; THENCE NORTH .89'52'24' WEST ALONG THE SOUTH UNES OF SAID LOT 2'AND LOT 1, A DISTANCE OF 50.00 FEET TO THE TRUE POINT OF BEGINNING. SURVEYOR'S CERTIFICATE ThIs map correctly represents a survey made by me or under my' direction In conformance with the requirements of the SURVEY RECORDING ACT at the request of AJMER SINGH In JUNE 2005. a tag� SCALE IN FEET CITY OF TUKWILA'S STATE PLANE '83 -'91 LEGEND X SET '' "CK & LEAD • SET 5)8" REBAR & CAP o FOUND 1/2" REBAR & CAP • SET UNF STAKE 17 FOUND STONE WITH SCRIBED X. a a EXISTN" CEDAR FENCE EXISTING 1/2" 7 0 N60'39'W, 0.117' NOTHING SET FENCE CORNER 0.6' S. & 1.4' W. FENCE 1.8' W. FENCE 5.9' W. -/ I o FENCE 7.9' W. a I ❑ FENCE 9.4 W. I �a SET BRASS TACK & LS TAG o SE TACT: iN SIDING UP 0.5' FENCE 6.5' W. N27'03'34 "W DEED FENCE LINE 6.3' WIy 10.0' DEED 10.7' MEAS RENTON, WASHINGTON TEL 425- 272 -1020 a ( SET UNE STAKE OVERHANG M O �1 INFRASTRUCTURE ��J CORPORATION DETAIL OF OCCUPATION: N783 O S7g 9W 3 73 9 E c e i FENCE CORNER 1.6' S. & 3.8' W. HOUSE #13702 HOUSE CORNER 0.7' WEST SET 5/8' REBAR & CAP a o c. I LnIaOw �� Q on h z O .7 o 30.0' PLAT 29.3' MEAS. (' Drawn FENCE CORNER 6.6' S. & 0.1' W. SET BRASS TACK & LS TAG N89'52'24'W DEED N87'51'02'W 50.00' 0 ❑ a a w FENCE CORNER 3.4' S. & 9.6' W. ❑ o VACATED SOUTH 137th STREET 30.00' S87'51'02 "E TnU) M M O O 0 (n N S89'52'24'E DEED S87'51'02'E 45.00' z /- EXISTING 1/2" REBAR & CAP 0 S8'41'W. 0.43 - EXISTING OLD 1 1/2" IRON PIPE 0 N8020'W, 1.65' 0 FENCE CORNER 0.8' S. & 2.8' W. w co 000 M N z 9.9' W. 30.00' 0 0 Lai CO M 'n w 'w 0 co 0 N 0 z RECORD OF SURVEY FOR AJMER SINGH f SET 5/B' REBAR & CAP FENCE 2.0' W. FENCE 1.7' W. FENCE 1.2' W. FENCE 1.0' W. FENCE CORNER 0.8' N. & 1.2' W. _ ! %DAR FENCE TYPICAL N87'51'O2 "W N89 52 "W DEED ...---..„_ SET 5/8' SET LARGE MAG REBAR & CAP NAIL & LS TAG NE 1/4, SW 1/4, SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. Date JKB 06 -15 -05 I Job No. 1532 -5 UNE TABLE UNE LENGTH BEARING L1 30.00 N8751' 02"W 1.2 104.88 NO2'013'58"E L3 45.12 NO2'OB'513"E L4 45.00 58751'02 "E 1.5 33.15 S02108'58'W LB 56.07 S7617'39 "E L7 89.66 N0V05'41 "E L8 38.59 N01105'41"E 1.9 42.97 N25•021 2'W L10 50.00 N8T51'02'W L11 30.00 NO2'08'58"E 1.12 100.31 58753'26 "E L13 ---,„, —12.95 N23'31'23'W -- 1.14 65.08 i.11'45'30'1V G 0 City of Tukwila King County.. ashingto SHORT PLAT 0. LO% _ � BENCHMARK: 0- TOP OF CASED MONUMENT AT INTERSECTION OF SOUTH 144th STREET AND 46th AVENUE SOUTH. ELEV.= 287.90' NAVD'88, CITY OF SEATTLE. MAY 27th 1994. NOTES; HOLLY CLUSTER 0, 248 t2 PLEASE REFER TO RECORD OF SURVEY RECORDED UNDER 20050628900001 -- TOP \ T2i 226 \� `. \ \. SSMH RIM ELEV.= 250.71' 238.06' 23 " POPLAR 4 POPLAR —J 9" POPLAR 9" POPLAR 9 POPLAR POPLAR YOPLAR CON, Infrastructure Consulting Fnpcxit.Bwayaa Corporation .. 1082 Kirkland Avenue, N.E., Suite 8 Renton, Washington 98056 EASMENT 0— FOR INGRESS/EGRESS 46 AND UTIUTIES RECORDING NUMBER E%. WAlER WAIN TO 42nd EX. SANITARY SEWER TO 42nd AVE. S RECORDING NO. PORTION OF M_1/4 of S.W _1 /4, S. t 5 T. 23N _ R. 4EW. M. GENERAL LEGEND: SURVEY LEGEND: — — —232 — — 0 0 / / / / / / // // / / / / / / / / / /i: EXISTING HOUSE SD EXISTING STORM DRAIN V V — EXISTING WATER MAIN DWN. BY T.W., A.K. H EXISTING FIRE HYDRANT • SET 5/8" REBAR & CAP O FOUND 2" X 3" STAKE X SET BRASS TACK & LS TAG • SET UNE STAKE VOL. /PAGE PROPERTY UNE LOT UNE ROW CENTER UNE EASEMENT SETBACK UNE EXISTING CONTOUR TOP/TOE OF SLOPE EDGE OF ASPHALT CEDAR FENCE UNE EXISTING ROCKERY EXISTING CONCRETE EXISTING GAS METER - 0 — EXISTING UTILITY POLE env® EXISTING WATER METER ca ❑ EXISTING CATCH BASIN TYPE 1 ® EXISTING CATCH BASIN TYPE 2 SANITARY SEWER MANHOLE AND EXISTING SANITARY SEWER ONES SHORT PLAT FOR AJMER SINGH 13702 - 41ST AVE S TUKWILA, WA 98168 DATE JANUARY 200G Lu 0 0 JOB NO. 21605 Phone: 425- 272 -1020 - Fax: 425 -272 -1021 • CHKD. BY SCALE SHEET R. BOYD, PLS 1"=20' 2 OF 2 8 STANDARD CONSTRUCTION NOTES PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL ( 800 -424 -5555) FOR UTILITY LOCATIONS CONTACTS: PROJECT MANAGER: DESIGN ENGINEER: OWNER: SHAILESH TAN, P.E. 425- 272 -1020 LARRY EATON, P.E 425 -272 -1020 AJMER SINGH GENERAL I. LOCATION SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 11' 2 AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THAI UTILITIES INSPECTOR AT 206 -433 -0179. ;I 1 REOUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206 - 433 -0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY. AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FORM CONSTRUCTION OPERATIONS. & THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND COMMONS, THE APPROVED PLANS. AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. & ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANCES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER, THE ENGINEER. AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TLMWIIA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS APPROVED BY THE PUBLIC WORKS DIRECTOR. B. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINN. APPROVAL IS PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PUN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. II. ALL SURVEYING FOR PUBLIC FACILITIES SHILL BE DONE UNDER THE DIRECTION OF A WASHINGTON UCENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAND 1988. HORIZONTAL DATUM SHALL BE RAD 83/91. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMUTE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. I 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHT-OF -WAY EASEMENTS, AND ACCESS TRACTS. CONSTRUCTION 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS• ONLY. THE PERMUTE S REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH AU. FEDERAL, STATE AND LOCAL LAWS. PERMTTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2 PERMITTEE /CONTRACTOR SHALL ARRANGE A RECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR'S) PRIOR TO BEGINNING ANY WORK. 1 WORK IN ROADWAYS A ALL WORK IN ROADWAYS SHALL MEET TMC II AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT -OF -WAY, THE PEI✓11RTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW MD APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION. ADDRESS AND DESCRIPTION OF TRAFFIC FLOW /DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERT ONLY. FROM THE THEE THRUSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWLA URBAN CENTER. D. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO DUILOBICS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING SIKLLT SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH. AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. NW. 1 /4, SW. 1 /4 , SEC.1 5 , T 23 N. , R. 4 E, W.M. GRADING AND EROSION CONTROL NOTES I. EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS 2 BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES. ESTABLISH THE CLEARING OMITS, INSTALL CONSTRUCTION ENTRANCE. AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION MD SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES. INCLUDING ALL PERIMETER CONTROLS. SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED MD PERMANENT STABIUZATION IS ESTABLISHED. & FROM MAY I THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWRRKED FOR SEVEN GAYS OR MORE. & FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWRRKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES. THE CONTRACTOR SHALL A. PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12HOURS. B. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. G BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER I THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ESC MEASURES IN ACCORDANCE WITH THE APPRISED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BONG PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS LIEN AGAINST THE PROPERTY WHERE SUCH FACIUTIES ARE LOCATED. & DURING THE LIFE OF THE PROJECT, THE PERMIT SHALL MAINTAIN IN FOOD CONDITION AND PROMPTLY REPAIR, RESTORE ALL GRADE SURFACES: DRAINS, DAMS, STRUCTURES. VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. & THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES. AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT WORK. TO. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMUTE IS REOUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL LAWS. TI. AS THE FIRST ORDER OF BUSINESS. THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT BEFORE ANY SITE DISTURBANCE OC BEF RE TEMPORARY MEASURES AR REMOVAL INSTALL AND ESTABLISH THE UPSTREAM PERMANENT ESC MEASURES. 12 THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSITIVE AREAS, THEIR BUFFERS AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS -OF -WAY OR EASEMENTS FROM DRAINAGE DURING GRADING OPERATIONS. THE PERMUTE SHALL RESTORE. TO THE STANDARDS IN EFFECT AT THE OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHAT ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A B. D. E NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. OBTAIN PERMISSION IN WRITING FROM THE PUBUC WORKS DEPARTMENT PRIOR TO MODIFYING THE ESC PLAN. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STOMA WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILTIIES AS IDENTIFIED IN THE ESC PLAN. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHARING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER. CABLE , FIBER OPTICS. AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A S' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST All MANHOLES, CATCH BASINS. AND VALVES IN PUBLIC RIOHIS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. STORM ORARNAGE NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS. AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARX All STORM DRAIN INLETS WITH 'DUMP NO WASTE' AND EITHER 'DRAINS TO STREAMS'. 'DRAINS TO WETLANDS', OR 'DRAINS TO GROUNDWATER', AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A. MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. VICINITY MAP NTS II S 110TH ST 6 - r te RECEIVED JUN 1921106 TUKWILA PU C WORKS LOG -003 crtv NWA MAY 2 if 2906 PERMIT CENTER F F Cfp CC CO n--I = E- -4 SSW Tmac . TEMPORARY EROSION & SEDIMENTATION CONTROL MOM DM PROM NNCR.: B. TAT') P.S. P ROM 5106.: LARRY EATON, P.S. D RAWN BY: T.11, A.K. SCA r. I' :: 29 PUTT DASE DI -10-08 111,6 MAIMS 21805- CL.DRG e UT KO.: GN 8 STANDARD STRENGTH FILTER FABRIC NOTE: ONLY TO BE USED WHERE PONDING OF WATER ABOVE THE CATCH BASIN WILL NOT CAUSE TRAFFIC PROBLEMS AND WHERE OVERFLOW WILL NOT RESULT IN EROSION OF SLOPES. INLET PROTECTION DETAIL W/ FILTER FABRIC SCALE: 1' = 20' SOUD WALLS 1—II FILTER MEDIA FOR DEWATERING 1E11 CATCH BASIN NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE. THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW AND CAN BE EASILY MAINTAINED. INLET PROTECTION DETAIL W/ INSERT SCALE: 1' = 20' JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS, USE STAPLES WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. N ■� II 1■■ WM ■ a r ❑-IL=1 l i 1= 11=L1 =R. allay - -n -tom N=u =11: 7= R= 71 ° .IT= - 1-1.=144 1 LT T7�`jLjl'= TLII R�Ir T u N:ilelr L��11 =11 7L_n =T - u�1� TL1�IL- LD7LvI�D L- 7441 - IL�1 8' MAX. POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED. NOTE FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE DETAIL SCALE N.T.S. GRATE GRATE 2'X2' BY 14 CA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC US r N W. 1 /4, SW. 1 /4 , SEC.1 5 , T 23 N. , R. 4 E, W.M. R = 25' MIN 4' TO 8' QUARRY SPALLS GEOTEX1LE INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS. NOTES; AS PER KING COUNTY ROAD STANDARDS. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R -O -W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE ROAD CONSTRUCTION ENTRANCE DETAIL SCALE: 1 = 20' MINIMUM 4"X4' TRENCH BACKFILL TRENCH WITH N___ NATIVE SOIL OR 3/4' -1.5' WASHED GRAVEL 2'X4' WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT PROVIDE FULL WIDTH OF INGRESS / EGRESS AREA LJ GRAPHIC SCALE -20 0 20 4, SURVEY LEGEND: 0 x • °e 0 0 ^A te 240' SD ssIFN 1 INCH =20 FT. ( IN FEET ) TESC LEGEND: IP S7 BENCHMARK TOP OF CASED MONUMENT AT INTERSECTION OF SOUTH 144th STREET AND 48th AVENUE SOUTH. ELEV A287.90' NAV:788, CITY OF SEATTLE. MAY 27th 1994. • SET 5/8' REBAR & CAP FOUND 2' X 3' STAKE SET BRASS TACK & LS TAG SET UNE STAKE CATCH BASIN TYPE I CONIFER TREE DECIDUOUS TREE • GAS METER - 0 - UTILITY POLE WATER METER EXISTING CONTOUR EDGE OF ASPHALT a -- CEDAR FENCE UNE ROCKERY STORM DRAIN LINE CB TYPE 2 EX. SANITARY SEWER MANH( LE AND LX. SEWER LINE CONCRETE DRIVEWAY O CLEARING UNITS INTERCEPTOR DIKE OR SWALE TEMP. CONSTRUCTION ENTRANCE CONSTRUCTION ROAD STABIIIATION —SILT (OR FILTER) FENCE DUST CONTROL CATCH BASIN INLET PROTECTION SEDIMENT TRAP GENERAL LEGEND: LOT UNE PROPERTY LINE ROW CENTER LINE EXISTING RIGHT -OF- RECEIVED JUN 13 2006 TummtA PUBLIC WORKS P TUK T C RY OF TUKWILA MAY ? 4 nab PER/ST CENTEA TEMPORARY EROSION & SEDIMENTATION CONTROL PLAN & DETAILS SCALE: 1'. 20' AY Wilt TIN! RUING NNE PIII: OPth PI01. DIGI_ MAIM IT: SCAM PLOT DATE RIY WE L m • Cm S. 0) 0 3 U C 41. Lis z y 7 0 - y m m Cg C L e e 44 "0 00 _ C � m A Y3 Y e � m e W r 11 TEMPORARY EROSION & SEDIMENTATION CONTROL S. THTU P.B. S. TAM P.S. T.T., I.B. I' = 20' -0' BAY 2009 21805 -CIDIG c -I a ORIGINAL GROUND 256 254 252 • 250 = • 248 F 246 244 242 240 M// //D// //i n-. z (D ro 250.0 7 •.V N cri KEYWAY r r MIN. 2' ASPHALT I CONCRETE CLASS B I — COMPETENT SUBGRADE COMPACTED TO MIN 953 OF THE MDD ACCESS SECTION A -A N.T.S. ROCKERY DETAIL (4' MAX.) N.T.S. 40' VER CURVE PVI ST PVI= = 0+20 248.86 248.86 rn MW 4' CRUSHED SURFACING TOP COURSE COMPACTED TO MIN 953 OF THE MDD P 7 12' MIN. THICKNESS 2' -4' QUARRY SPALLS DAY LIGHT PERFORATED PIPE 4' MIN. FILTER FABRIC VERTICAL PROFILE A 2OPOSED CRIVFWAY N N N GRAVEL BACKFILL FOR DRAINS co N D D N O R O V N N 0+00 0 +20 0+40 0 +55 79 0+60 . —EXIST CO ui N NW. 1/4, SW. 1/4 , SEC.15 , T 23 N. , R. 4 E, W.M. GRADE CO ACCESS DRIVE PROFILE SCALE 1' = 10' HORZ 1' = 5' VERT M O M 0+80.85 f CENTERLI ME FOR N N 1+00 N C O NE AV NN 0 v N N 1 +20 A O N C4 40' VER CURVE Gr 241.67 ' Ia N 1 +30 1+40 PAVING, GRADING & DRAINAGE PLAN SCALE: 1'= 20' PVI STA =1 +10 PVI = 241.67 E 256 254 252 250 248 246 244 242 240 SURVEY LEGEND: GENERAL LEGEND: PAVING, GRADING AND DRAINAGE LEGEND: NOTE 77 ■ SD LE r PROPERTY UNE LOT UNE EASEMENT UNE ROW CENTER UNE EXISTING RIGHT -OF -WAY BUILDING SETBACK UNE PROPOSED CONTOUR PROPOSED ASPHALT PROPOSED ROCKERY GRAPHIC SCALE - 20 0 20 4 PROPOSED DRAINAGE INLET PROPOSED STORM DRAIN PROPOSED DOWNSPOUT SPLASH BLOCK PROPOSED DISPERSAL TRENCH INDIVIDUAL HOUSE FOUNDATION AND DRAINAGE SYSTEM SHALL PROVIDE A SPECIFIC GEOTECHNICAL ASSESSMENT WITH FINAL DESIGN RECOMMENDATION. COMPLY WITH THE GEOTECHNICAL REPORT, BY GED GROUP NORTHWEST, INC., DATED 8/31105, AND SUBSEQUENT GEOTECHNICAL REPORTS, 1 1 INCH =20 FT. ( IN FEET ) RECEIVED JUN 1 3 2006 TUKWILA PUBUC WORKS CITY CC T Mw¢A MAY 2 k 200E PERMIT CEHrEF m 7 C 0 a • "" dl 4. ea r H = 0 Z 1 N m op L a s Y V C E I 8 2 � L � f � /ST 80" G14. /ONAL E ' S •Z4 I " "� 24 -06-05 " PAVING GRADING & DRAINAGE DRAM MCA 8x80. MEWL. S. TATO P.8. 8880. SMCR.: 1 TITU ARAN BY" T.T., A.E., Sala 1 = 20 -0 NAT UM MAT 2006 856 NAME: 21605- CZ.DTG C -2 - 20 C GRAPHIC SCALE 20 40 1 INCH =20 FT. ( IN FEET ) ESTM IE =229.0 \ EXIST SS \ TO REMAIN —' \ 30 LF EXIST 4" SS TO BE Ran O2%M \ \ 1' POLY c • WATER SERVICE r- -' --- \ I\ NW. 1 /4, SW. 1 /4 , SEC.15 , T 23 N. , R. 4 E, W.M. • SS CO IT = 243.6 (C.ALC) 0 IL 1 REVISED STUB - II IE = 229.6± I °• PROPOSED HOUSE WMASEMENT FOOTPRINT 2155 SF FFE = 242.0 IE = 242 0 LOT 6740 SF CONNECT TO EXIST Ss STUB SSMH RIM ELEV. = 250.71 a= 238.06' r • EXIST 4' SS TO BE REMOVED -- /4 EX. FIRE HYDRANT APPROX. 230' FROM ▪ PROJECT SITE 0 PROPOSED 10' PUBLIC WATER EASEMENT V ti EX. WATER MAIN TO 42nd AVE. S WATER AND SEWER PLAN SCALE: 1 20' EXIST TO' PUBUC SS EASEMENT I -, FIRE HYDRANT ASSEMBLY 1 8 IF 6' Dl I -,TEE (MJ.FL) INSTALL NEW OF WATER METER FOR THE NEW RESIDENCE -_ �--- EX. SANITARY SEWER TO 42nd AVE. S EXISTING FIRE HYDRANT — V — V — EXISTING WATER MAIN 240' EXISTING CONTOUR EDGE OF ASPHALT CEDAR FENCE UNE ROCKERY SD STORM DRAIN LINE ® CB TYPE 2 sswfr, EX. SANITARY SEWER MANHOLE AND EX. SEWER UNE GENERAL LEGEND: — v SURVEY LEGEND: SET 5/8' REHAB & CAP 0 FOUND 2' X 3' STAXE X SET BRASS TACK A: IS TAG SET LINE STARE 68 13 CATCH BASIN TYPE 1 CONIFER TREE 0 DECIDUOUS TREE CAS METER - 0 - UTILITY POLE WATER METER /fH PROPERTY UNE LOT UNE Row CENTER UNE EXISTING RIGHT -OF -WAY EASMENT UNE SEWER & WATER LEGEND: PROP GRAVITY SEWER UNE — V — PROP WATER UNE •T' PROP HYDRANT to PROP WATER METER RECEIVED JUN 19 ZOOS TUKWILA NOTE: PUBUC WORKS POWER. GAS, TELEPHONE & CABLE SERVICES ARE SHOWN FOR COORDINATION PURPOSES ONLY. INDIVIDUAL UTILITY COMPANIES MUST BE CONTACTED BY OWNER/CONTRACTOR TO DEVELOPE DESIGN AND VERIFY LOCATIONS PRIOR TO BEGINNING CONSTRUCTION. crtva MAY2 a 200E PERUIw'cr,rreg 9 1 ° 04 -06-03 1 E C •ct co E-. d W � F s� 7111.1h WATER & SEWER PLAN DRATLNG PR PRW. ARO.R: S. TATO P.B. PROD. DM LARRY BATON. P.L. DRAIN 6Y, Ti. , A.L. SCALE: I' _ 20._0' PLOT MM MAY 5006 TIER ROBS: 21605- C3.DTG C -3