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HomeMy WebLinkAboutPermit L05-038 - DETWILLER CHAD - REHABITAT NORTHWEST SHORT PLATLOS -038 FOSTER GARDENS REHABITAT NORTHWEST SHORT PLAT LAND DIVISION LAND DEVELOPMENT 13330 32 AVE S Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 7 1 t e (o7 ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Buildi ng Inspector or Plans Examiner Project Name: V-QAA,C4; V - .) k J `m'1" f/ - Project Address: Contact Person: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Plan Check/Permit Number: L OS- 0 3 es 1333 o 32 S Summary of Revision: 2)l r iQt ) Ofct,v d o c ..A..v1A- e Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on \applications\forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: 'e,() - Phone Number: 2 0Co TY2 - 1 bj When recorded return to: Rehabitat Northwest, Inc 3601 W Marginal Way SW Seattle, WA 98106 Page 1 of 4 DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT Grantor: Rehabitat Northwest, Inc Grantee: Rehabitat Northwest, Inc Abbreviated Legal Description: Portion of Tract A, Block 13, Robins Spring Brook Addition to Riverton Division 2, according to the unrecorded plat. Assessor's Tax Parcel Numbers: 1523049101 Reference Numbers of Documents Assigned or Released: N/A The parties to this Agreement are the owners of Lot 1 -5 Tukwila Short Plat No. L05 -038, filed on the day of , 2006, under King County Auditor's File No. , and legally described as follows: Beginning N 00 °01'04" E 498.57 feet and N 89 °59'00" E 30 feet from the West 1/4 corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence N 89 °59'00" E 279.74 feet; Thence N 00 °18'45" W 175 feet; Thence S 89 °59'00" W 278.30 feet; Thence S 00 °01'04" W 175 feet to the True Point of Beginning; EXCEPT the South 10 feet of the West 100 feet thereof. 1. For valuable consideration received, receipt of which is hereby acknowledged, Grantor hereby conveys, creates, declares and imposes an easement for utilities twenty (20) feet in width, over, along, across and under the following described real property: Easement — See Exhibit "A" Attached hereto and by this reference made a part hereof That portion of the following described tracts as follows: BEGINNING N 00 °01'04 "E 583.94 feet and S 89 °54'27 "E 30 feet from, the West 1 /4 Corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence S 89 °59'59 "E 150.12 Feet; Thence S 00 °05'33 "W 20.00 feet; Thence S 89 °59'59" W 150.12 feet, to intersect the East Right of Way Line for 32 Avenue South; Thence S 00 °01'04" E 20.00 feet to the POINT OF BEGINNING. 2. This easement shall be non - exclusive and perpetual and shall run with the land and benefit the heirs, successors, transferees and assigns of the owners of Lots 1 -5, Tukwila Short Plat No. L05 -038, described above. This easement shall not be construed as personal. 3. The parties, their heirs, successors, and assigns further agree that all costs of maintenance, repair or reconstruction of that portion of the utilities used in common shall be borne in equal shares, expect that the owners of any westerly parcel shall not be responsible for the part of the utilities east their connection, and when necessary to repair or reconstruct the utilities, the parties to this agreement shall have a right of entry for that purpose, except that each party hereto shall indemnify and hold the others harmless from all damage caused solely by that party. The terms and conditions of this and subsequent paragraphs concerning the use and maintenance of the easement shall not be construed as personal but shall run with the land for the benefit, burden or all successors, transferees or assigns on either side of this agreement. 4. Any party desiring to have maintenance and/or repair work done on the roadway shall obtain a minimum of 2 bids for the work, and shall notify the other owners in the plat in writing via certified mail of the time and place of a meeting to consider and vote upon the proposal. A vote of 4 of the 5 lot owners shall be required to approve the proposed maintenance or repair. If a lot is owned by more than one person, the approval of all owners of said lot shall be required to constitute an approval for that lot. 5. If said repair or maintenance proposal is approved, then each owner shall be assessed a one fifth share of the total bill for the work. If after 30 days after written demand any owner's assessment remains due and unpaid, then each owner hereby consents to and grants the other owners the right to place a lien and foreclose said lien, pursuant to RCW 60.04, against the nonpaying owner's lot for the outstanding balance, together with the costs of preparation and recording of said lien, including reasonable attorneys fees. Page 2 of 4 SIGNED AND DATED this day of 2007 Chad Detwiller by Chad Detwiller STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledges that _he signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned, and further stated that _he was authorized to execute the within and foregoing Declaration of Easement on behalf of said corporation. Page 3 of 4 GIVEN under my hand and official seal this day of Notary Public in and for the State of Wash- ington, residing at My appointment expires: / /_ Printed name: Page 4 of 4 LOT I 2°' I L,oT 2, EXHIBIT "A" Depiction of Easement � r yl I - EASE MEN AREA L OT 3 _Pac.2Lissaalz ion LOTS When recorded return to: Rehabitat Northwest, Inc 3601 W Marginal Way SW Seattle, WA 98106 Page 1 of 3 DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT Grantor: Rehabitat Northwest, Inc Grantee: Rehabitat Northwest, Inc Abbreviated Legal Description: Portion of Tract A, Block 13, Robins Spring Brook Addition to Riverton Division 2, according to the unrecorded plat. Assessor's Tax Parcel Numbers: 1523049101 Reference Numbers of Documents Assigned or Released: N/A The parties to this Agreement are the owners of Lot 1, Lot 3, Lot 4, & Lot 5, Tukwila Short Plat No. L05 -038, filed on the day of , 2006, under King County Auditor's File No. , and legally described as follows: Beginning N 00 °01'04" E 498.57 feet and N 89 °59'00" E 30 feet from the West 1/4 corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence N 89 °59'00" E 279.74 feet; Thence N 00 °18'45" W 175 feet; Thence S 89 °59'00" W 278.30 feet; Thence S 00 °01'04" W 175 feet to the True Point of Beginning; EXCEPT the South 10 feet of the West 100 feet thereof. 1. For valuable consideration received, receipt of which is hereby acknowledged, Grantor hereby conveys, creates, declares and imposes an easement for ingress, egress, and utilities twenty (20) feet in width, over, along, across and under the following described real property: BEGINNING N 00 °01'04 "E 673.51 feet (673.57' deed) and S 89 °54'27 "E (N 89 °59'00 "E deed) 30 feet from the West 1 /4 Corner of Section 15, Township 23 North, Range 4 East, W.M. in King County, Washington; Thence S 89 °54' 27" E 198.30 feet; Thence S 00 °05'33" W 20.00 feet; Thence N 89 °54'27" W 35.09 feet to the beginning of a 25 foot radius curve to the left; Thence southwesterly along said curve, with a central angle of 90 °, an arc length distance of 39.27 feet to a point of tangency; Thence S 00 °05'33" W 40.04 feet; Thence N 89 °54'27 "W 20.00 feet; Thence N 00 °05'33" E 40.04 feet to the beginning of a 25 foot radius curve to the left; Thence northwesterly along said curve, with a central `angle of 90 °, an arc length distance of 39.27 feet to a point of tangency; Thence N 89 °54'27" W 93.18 feet, more of less, to intersect the East Right -of- way Line for 32 Avenue South; Thence N 00 °01'04" E 20.00 feet to the POINT OF BEGINNING. 2. This easement shall be non - exclusive and perpetual and shall run with the land and benefit the heirs, successors, transferees and assigns of the owners of Lot 1, Lot 3, Lot 4, & Lot 5, Tukwila Short Plat No. L05 -038, described above. This easement shall not be construed as personal. 3. The parties, their heirs, successors, and assigns further agree that all costs of maintenance and repair occasioned by normal wear and tear of the traveled portion of the easement shall be borne in equal shares by the parcels served thereby, except that each party hereto shall indemnify and hold the others harmless from all damage caused solely by that party. The terms and conditions of this and subsequent paragraphs concerning the use and maintenance of the easement shall not be construed as personal but shall run with the land for the benefit, burden or all successors, transferees or assigns on either side of this agreement. 2eGD 4. The easement roadway described herein shall be composed of asphalt paved to a minimum width of feet, _ There shall be no parking on the asphalt surface of the easement. Trash and recycling containers shall not be placed upon the roadway. 5. Any party desiring to have maintenance and/or repair work done on the roadway shall obtain a minimum of 2 bids for the work, and shall notify the other owners in the plat in writing via certified mail of the time and place of a meeting to consider and vote upon the proposal. A vote of 3 of the 4 lot owners shall be required to approve the proposed maintenance or repair. If a lot is owned by more than one person, the approval of all owners of said lot shall be required to constitute an approval for that lot. Page 2 of 3 6. If said repair or maintenance proposal is approved, then each owner shall be assessed a one fourth share of the total bill for the work. If after 30 days after written demand any owner's assessment remains due and unpaid, then each owner hereby consents to and grants the other owners the right to place a lien and foreclose said lien, pursuant to RCW 60.04, against the nonpaying owner's lot for the outstanding balance, together with the costs of preparation and recording of said lien, including reasonable attorneys fees. SIGNED AND DATED this day of 2007 Chad Detwiller by Chad Detwiller STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledges that he signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned, and further stated that _he was authorized to execute the within and foregoing Declaration of Easement on behalf of said corporation. Page 3 of 3 GIVEN under my hand and official seal this day of Notary Public in and for the State of Wash- ington, residing at My appointment expires: / /_ Printed name: When recorded return to: Rehabitat Northwest, Inc 3601 W Marginal Way SW Seattle, WA 98106 Page 1 of 4 DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT Grantor: Rehabitat Northwest, Inc Grantee: Rehabitat Northwest, Inc Abbreviated Legal Description: Portion of Tract A, Block 13, Robins Spring Brook Addition to Riverton Division 2, according to the unrecorded plat. Assessor's Tax Parcel Numbers: 1523049101 Reference Numbers of Documents Assigned or Released: N/A The parties to this Agreement are the owners of Lots 2, 3, & 5, Tukwila Short Plat No. L05 -038, filed on the day of , 2006, under King County Auditor's File No. , and legally described as follows: Beginning N 00 °01'04" E 498.57 feet and N 89 °59'00" E 30 feet from the West 1 /4 corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence N 89 °59'00" E 279.74 feet; Thence N 00 °18'45" W 175 feet; Thence S 89 °59'00" W 278.30 feet; Thence S 00 °01'04" W 175 feet to the True Point of Beginning; EXCEPT the South 10 feet of the West 100 feet thereof. 1. For valuable consideration received, receipt of which is hereby acknowledged, Grantor hereby conveys, creates, declares and imposes an easement for utilities five (5) feet in width, over, along, across and under the following described real property: Easement No. 1 — See Exhibit "A" Attached hereto and by this reference made a part hereof Except as may be otherwise set forth herein, Grantee's rights shall be exercised upon that portion of the Property (the "Easement Area" herein) that is five (5) feet in width having two and a half (2.5) feet of such width on each side of the centerline of Grantee's systems located as constructed or to be constructed, extended or relocated on the Property, except those portions of the Property occupied by existing building footings, foundations, and /or subsurface structures. 2. This easement shall be non - exclusive and perpetual and shall run with the land and benefit the heirs, successors, transferees and assigns of the owners of Lot 2, Lot 3, & Lot 5, Tukwila Short Plat No. L05 -038, described above. This easement shall not be construed as personal. 3. The parties, their heirs, successors, and assigns further agree that all costs of maintenance, repair or reconstruction of that portion of the private storm drainage swale used in common shall be borne in equal shares, expect that the owners of any easterly parcel shall not be responsible for the part of the swale west of their property line, and when necessary to repair, clean or reconstruct the drainage swale, the parties to this agreement shall have a right of entry for that purpose, except that each party hereto shall indemnify and hold the others harmless from all damage caused solely by that party. The terms and conditions of this and subsequent paragraphs concerning the use and maintenance of the easement shall not be construed as personal but shall run with the land for the benefit, burden or all successors, transferees or assigns on either side of this agreement. 4. Any party desiring to have maintenance and/or repair work done on the roadway shall obtain a minimum of 2 bids for the work, and shall notify the other owners in the plat in writing via certified mail of the time and place of a meeting to consider and vote upon the proposal. A vote of 2 of the 3 lot owners shall be required to approve the proposed maintenance or repair. If a lot is owned by more than one person, the approval of all owners of said lot shall be required to constitute an approval for that lot. 5. If said repair or maintenance proposal is approved, then each owner shall be assessed that portion of the private storm drainage swale used in common shall be borne in equal shares, expect that the owners of any easterly parcel shall not be responsible for the part of the swale west of their property line. If after 30 days after written demand any owner's assessment remains due and unpaid, then each owner hereby consents to and grants the other owners the right to place a lien and foreclose said lien, pursuant to RCW 60.04, against the nonpaying owner's lot for the outstanding balance, together with the costs of preparation and recording of said lien, including reasonable attorneys fees. Page 2 of 4 SIGNED AND DATED this day of 2007 Chad Detwiller by Chad Detwiller STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledges that _he signed the same as _ free and voluntary act and deed, for the uses and purposes therein mentioned, and further stated that he was authorized to execute the within and foregoing Declaration of Easement on behalf of said corporation. Page 3 of 4 GIVEN under my hand and official seal this _ day of Notary Public in and for the State of Wash- ington, residing at My appointment expires: / /_ Printed name: Page 4 of 4 LOT LoT I Exhibit "A" Depiction of Easement i i- 0 3 l LOT LI L CI TS PARLE 'Issas rclioI When recorded return to: Rehabitat Northwest, Inc 3601 W Marginal Way SW Seattle, WA 98106 Page 1 of 4 DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT Grantor: Rehabitat Northwest, Inc Grantee: Rehabitat Northwest, Inc Abbreviated Legal Description: Portion of Tract A, Block 13, Robins Spring Brook Addition to Riverton Division 2, according to the unrecorded plat. Assessor's Tax Parcel Numbers: 1523049101 Reference Numbers of Documents Assigned or Released: N/A The parties to this Agreement are the owners of Lot 1 -5 Tukwila Short Plat No. L05 -038, filed on the day of , 2006, under King County Auditor's File No. , and legally described as follows: Beginning N 00 °01'04" E 498.57 feet and N 89 °59'00" E 30 feet from the West '/4 corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence N 89 °59'00" E 279.74 feet; Thence N 00°18'45" W 175 feet; Thence S 89 °59'00" W 278.30 feet; Thence S 00 °01'04" W 175 feet to the True Point of Beginning; EXCEPT the South 10 feet of the West 100 feet thereof. 1. For valuable consideration received, receipt of which is hereby acknowledged, Grantor hereby conveys, creates, declares and imposes an easement for utilities five (5) feet in width, over, along, across and under the following described real property: Easement — See Exhibit "A" Attached hereto and by this reference made a part hereof Except as may be otherwise set forth herein, Grantee's rights shall be exercised upon that portion of the Property (the "Easement Area" herein) that is five (5) feet in width having two and a half (2.5) feet of such width on each side of the centerline of Grantee's systems located as constructed or to be constructed, extended or relocated on the Property, except those portions of the Property occupied by existing building footings, foundations, and/or subsurface structures. 2. This easement shall be non - exclusive and perpetual and shall run with the land and benefit the heirs, successors, transferees and assigns of the owners of Lots 1 -5, Tukwila Short Plat No. L05 -038, described above. This easement shall not be construed as personal. 3. The parties, their heirs, successors, and assigns further agree that all costs of maintenance and repair occasioned by normal wear and tear of the traveled portion of the easement shall be borne in equal shares by the parcels served thereby, except that each party hereto shall indemnify and hold the others harmless from all damage caused solely by that party. The terms and conditions of this and subsequent paragraphs concerning the use and maintenance of the easement shall not be construed as personal but shall run with the land for the benefit, burden or all successors, transferees or assigns on either side of this agreement. 4. Any party desiring to have maintenance and/or repair work done on the roadway shall obtain a minimum of 2 bids for the work, and shall notify the other owners in the plat in writing via certified mail of the time and place of a meeting to consider and vote upon the proposal. A vote of 4 of the 5 lot owners shall be required to approve the proposed maintenance or repair. If a lot is owned by more than one person, the approval of all owners of said lot shall be required to constitute an approval for that lot. 5. If said repair or maintenance proposal is approved, then each owner shall be assessed a one fifth share of the total bill for the work. If after 30 days after written demand any owner's assessment remains due and unpaid, then each owner hereby consents to and grants the other owners the right to place a lien and foreclose said lien, pursuant to RCW 60.04, against the nonpaying owner's lot for the outstanding balance, together with the costs of preparation and recording of said lien, including reasonable attorneys fees. Page 2 of 4 SIGNED AND DATED this day of 2007 Chad Detwiller by Chad Detwiller STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledges that _he signed the same as _ free and voluntary act and deed, for the uses and purposes therein mentioned, and further stated that _he was authorized to execute the within and foregoing Declaration of Easement on behalf of said corporation. Page 3 of 4 GIVEN under my hand and official seal this _ day of Notary Public in and for the State of Wash- ington, residing at My appointment expires: / / Printed name: 038 LOT LoT Z k 2" ' I\ 5 \\ \ I L O T 3 Exhibit "B" Legal Description of Easement Area — Storm Drainage Utilities — Made part of City of Tukwila Short Plat No. L05- See illustration below hereto and by this reference made a part hereof Except as may be otherwise set forth herein, Grantee's rights shall be exercised upon that portion of the Property (the "Easement Area" herein) that is five (5) feet in width having two and a half (2.5) feet of such width on each side of the centerline of Grantee's systems located as constructed or to be constructed, extended or relocated on the Property, except those portions of the Property occupied by existing building footings, foundations, and/or subsurface structures. PEGLA fir, o uJ OF. Easement and Maintenance Agreement Page 4 of 4 ts=5:.-=- EisgM E1•'t AREa 1 - 1.6e Wr LOT 5" PARt,ELI'tgsacy -voi Return Address: Rehabitat Northwest, Inc 3601 W Marginal Way SW Seattle, WA 98106 Above this line reserved for recording information. STORM WATER EASEMENT AND MAINTENANCE AGREEMENT (L05 -038 / PW06 -020) Reference # (if applicable): N/A _. Grantor: Rehabitat Northwest, Inc Grantee: City of Tukwila Legal Description /STR: Beginning N 00 °01'04" E 498.57 feet and N89 °59'00 "E 30 feet from the West 1 /4 corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence N 89 °59'00" E 279.74 feet; Thence N 00°18'45" W 175.00 feet; Thence S 89 °59'00" W 278.30 feet; Thence S 00°01'04" W 175 feet to the True Point of Beginning; EXCEPT the South 10 feet of the West 100 feet thereof. Assessor's Tax Parcel ID# 1523049101 THIS EASEMENT AND AGREEMENT made and entered into this day of , 2007, by and between the City of Tukwila, a municipal corporation of King County, Washington, hereinafter referred to as "CITY" and Rehabitat Northwest, Inc, a Washington State corporation, located at 3601 W Marginal Way SW Seattle, WA 98106, hereinafter referred to as "PROPERTY OWNER ". WHEREAS, PROPERTY OWNER has applied for certain permits with the CITY for the construction of facilities at 13330 32 Ave South, Tukwila, WA, which create impervious surface; and WHEREAS, the PROPERTY OWNER has completed a storm system; and Storm Water Easement and Maintenance Agreement Page 1 of 10 tt- WHEREAS, the PROPERTY OWNER and the CITY desire that the storm system be maintained to provide adequate facilities for controlling both the quantity and quality of storm drainage; and WHEREAS, for maintenance of a storm system it is necessary to have appropriate right - of -way to bring in equipment to conduct maintenance functions; and WHEREAS, maintenance requirement is a covenant running with the land and binding upon all heirs, successors and assigns of both parties; and WHEREAS, the parties desire that this Agreement be recorded to advise heirs, successors and assigns of both parties as to the existence of this easement and agreement; and WHEREAS, an easement is needed to bring in maintenance equipment; and WHEREAS, the parties are both desirous of permitting inspection of storm system to make certain that it is functioning properly and for purposes of determining the appropriate repairs. NOW, THEREFORE, BASED UPON MUTUAL COVENANTS TO BE DERIVED THE PARTIES AGREE AS FOLLOWS: Section 1, EASEMENT PROPERTY OWNER hereby provides an easement over, under and on that portion of the property as showing on the approved Record Drawings revised pursuant to construction records for the City of Tukwila under Permit No. PW06 -020, which Record Drawings are hereby incorporated by reference as if set out in full, This easement shall be a burden to that real estate which is legally described and attached as Exhibit "A" together with Exhibit `B" and incorporated herein by this reference, and shall be of benefit to the City storm utility system. Section 2, HEIRS, SUCCESSORS AND ASSIGNS This Agreement shall be binding upon the heirs m successors and assigns of the parties. Section 3, MAINTENANCE The PROPERTY OWNER agrees to maintain the storm system in accordance with the ordinances and all applicable codes of the CITY and the Stormwater Pollution Prevention Maintenance and Operation Schedule attached as Exhibit "C" and incorporated herein by this reference. The PROPERTY OWNER does hereby agree that the CITY may enter onto the property of the PROPERTY OWNER via the easement described above to inspect and perform necessary maintenance if, after the PROPERTY OWNER is given notice to maintain, the PROPERTY OWNER fails to maintain. Further, the PROPERTY OWNER agrees the CITY Storm Water Easement and Maintenance Agreement Page 2 of 10 may enter onto the property of PROPERTY OWNER via the easement described above to perform emergency maintenance in the event of the storm system's failure which might result in adverse impact(s) on public facilities or private facilities of other property owners, In both events the PROPERTY OWNER agrees he /she /they /it shall reimburse the CITY for the costs incurred by the CITY in maintaining the storm system. Should the CITY incur attorney's fees and/or costs in enforcing the agreement and/or in maintaining or collecting maintenance fees, the PROPERTY OWNER agrees to pay reasonable attorney's fees and all costs incurred by the CITY. Section 4, ACKNOWLEDGMENT OF OTHER ENFORCEMENT ACTIONS PROPERTY OWNER acknowledges that there may be liability for violations of codes that could result in additional fines and/or the possibility of incarceration in addition to the fees for maintenance should violations occur. Storm Water Easement and Maintenance Agreement Page 3 of 10 SIGNED AND DATED this day of 2007 GRANTEE: CITY OF TUKWILA by Mayor ATTEST: City Clerk STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day of , 2007, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared before me and , 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 authorized to execute said instrument. GIVEN under my hand and official seal this day of Print Name Storm Water Easement and Maintenance Agreement Page 4 of 10 Notary Public in and for the State of Wash- ington, residing at My appointment expires: / / SIGNED AND DATED this day of 2007 PROPERTY OWNER by Chad Detwiller STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the of , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. GIVEN under my hand and official seal this day of Storm Water Easement and Maintenance Agreement Page 5 of 10 Notary Public in and for the State of Wash- ington, residing at My appointment expires: / / Printed name: Exhibit "A" Legal Description of Easement Area Tract "A" — Storm Drainage & Private Street & Utilities Tract — Made part of City of Tukwila Short Plat No. L05 -038 BEGINNING N 00 °01'04 "E 673.51 feet (673.57' deed) and S 89 °54'27 "E (N 89 °59'00 "E deed) 30 feet from the West '/4 Corner of Section 15, Township 23 North, Range 4 East, W.M. in King County, Washington; Thence S 89 °54' 27" E 198.30 feet; Thence S 00 °05'33" W 20.00 feet; Thence N 89 °54'27" W 35.09 feet to the beginning of a 25 foot radius curve to the left; Thence southwesterly along said curve, with a central angle of 90 °, an arc length distance of 39.27 feet to a point of tangency; Thence S 00 °05'33" W 40.04 feet; Thence N 89 °54'27 "W 20.00 feet; Thence N 00 °05'33" E 40.04 feet to the beginning of a 25 foot radius curve to the left; Thence northwesterly along said curve, with a central `angle of 90 °, an arc length distance of 39.27 feet to a point of tangency; Thence N 89 °54'27" W 93.18 feet, more of less, to intersect the East Right -of -way Line for 32 Avenue South; Thence N 00 °01'04" E 20.00 feet to the POINT OF BEGINNING. Storm Water Easement and Maintenance Agreement Page 6 of 10 038 L OT I i\ ` LoT \ \ 1 t- 0T 3 Exhibit "B" Legal Description of Easement Area Er4$e/Liaivi — Storm Drainage Utilities : — Made part of City of Tukwila Short Plat No. L05- See illustration below hereto and by this reference made a part hereof Except as may be otherwise set forth herein, Grantee's rights shall be exercised upon that portion of the Property (the "Easement Area" herein) that is five (5) feet in width having two and a half (2.5) feet of such width on each side of the centerline of Grantee's systems located as constructed or to be constructed, extended or relocated on the Property, except those portions of the Property occupied by existing building footings, foundations, and/or subsurface structures. PAR�.E�' /�t31>y -901 Storm Water Easement and Maintenance Agreement Page 7 of 10 \ - EhsEM>;t1T AREA Wr LOT S Site Address Exhibit "C" Stormwater Pollution Prevention Plan for S132nd Lane — 5 -lot short subdivision SHORT PLAT # L05 -038 PW06 -020 The project is located in NW1 /4 of Section 15, Township 23 North, Range 4 East, W.M., adjacent to 32 Ave South; and within and adjacent to a private street S132nd Lane, in the City of Tukwila. The site address is 13332 32 Ave South Tukwila, WA 98168. The Tax Parcel Number is 152349 -9101. Introduction This project proposes to develop approximately 1.19 acres of existing, tall grasses and a few small deciduous trees. The underlying soils vary from medium dense to very dense glacial till soils. Catch basins and storm drainage pipes will be installed within the private street and adjacent areas to convey runoff to a Private Underground Detention/Water Quality located in the northeast corner of the site. Roof downspouts will be individually tightlined to the catch basins, which is tightlined to the private storm detention system under the private drive. After development, 0.36 acres of the site is impervious with the remaining 0.48 pervious acres consisting of lawns, landscaping, etc. Plan Goal The goal of the plan is to treat all on -site runoff for water quality by directing flows to a Detention / Water Quality facility. The detention vault is designed to retain runoff volumes up to the 2 and 10 -year storm events with 1.0 feet of freeboard. Preventative BMP's The catch basins shall have stenciled next to them "DUMP NO WASTE - DRAINS TO STREAM ". Activity that involves pollutants shall be done under a covered area. The private street shall be cleaned and swept as necessary to remove debris. Treatment BMP's Interceptor swales were constructed intercepting silt -laden runoff from the site during clearing and directed the runoff to temporary traps for treatment of water before Storm Water Easement and Maintenance Agreement Page 8of10 releasing down stream from the site. These facilities were design for 2/3 of 2 -year storm event. Inspection Inspect the storm detention /water quality vault, at least twice a year, especially after periods of heavy runoff. Maintenance records must be kept for five (5) years and available for City Inspector review. Maintenance To ensure proper water quality treatment, the wet vault designed to allow for a minimum of 6 -inch sediment at the bottom of the vault which will be removed at a regular schedule. In the addition for the bottom 6 -inch of sediment, the vault is designed with a minimum dead - storage of three feet to allow silt -laden runoff to settle at the bottom of the vault. Person of Responsibility Name Rehabitat Northwest, Inc Address 3601 W Marginal Way SW, Seattle, WA 98106 Emergency Contact, Phone # 206 - 932 -7355 Person of Responsibility, Date: Mr. Chad Detwiller, July 13, 2007 Engineer Preparing Plan Name Penhallegon Associates Consulting Engineers, Inc Address 750 Sixth Street South Kirkland, WA 98033 Plan and/or Information Updates The City of Tukwila, Public Works Department, Engineering Division, Storm Drainage Section; is to review and approve any changes to this Stormwater Pollution Prevention Plan prior to changes in its implementation. Additionally, any changes in ownership or person of responsibility are to be reported to the City of Tukwila, Public Works. Storm Water Easement and Maintenance Agreement Page 9 of 10 Structure Date of Inspection / Maintenance CB # 1 Type 1 Insp. Results Maint. Done CB # 2 Type 2 Flow Control Insp. Results Maint. Done CB # 3 Type 2 Insp. Results Maint. Done CB # 4 Type 2 Insp. Results Maint. Done CB # 5 Type 2 Insp. Results Maint. Done CB # 6 Type 2 Insp. Results Maint. Done CB # 7 Type 2 Insp. Results Maint. Done CB # 8 Type 2 Insp. Results Maint. Done CB # 9 Type 2 Insp. Results Maint. Done INSPECTION / MAINTENANCE CHECKLIST Storm Water Easement and Maintenance Agreement Page 10 of 10 Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Grantor /Borrower: REHABITAT NORTHWEST, INC. Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Document Reference Number(s): L05 -038 Section/Township /Range: NW 15 -23 -04 Assessor's Tax Parcel Number(s): 152304 -9101 Property Legal Description (abbreviated): 152304 101 BEG N00 -01 -04 E 598.57 FT & N 89 -59 -00 E30 FT FROM W % COR SEC 15 TH N 89 -59 -00 E 279.74 FT TH N00 =18-45 W 175 FT TH S 89 -59 -00 W 278.30 FT TH S 00 -01 -04 W 175 FT TO BEG LESS S 10 FT OF W 100 FT THOF Page 1 of 8 Above this line reserved for Recorder's use SENSITIVE AREA EASEMENT SENSITIVE AREA EASEMENT This SENSITIVE AREA EASEMENT is created April 6, 2007 by and between Rehabitat Northwest, Inc corporation address is 5639 16 Ave SW, Seattle, WA 98106 (Grantor) and the City of Tukwila, Department of Community Development, whose address is 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (Grantee); The grantor is the fee simple title holder of real property located in the City of Tukwila, King County, and the State of Washington, legally described in Exhibit A. The Department of Community Development (DCD) for the City of Tukwila is charged with administrating Tukwila Municipal Code (TMC) 18.45 "Environmentally Sensitive Areas ", as amended, and Permittee /Grantor has, applied for short plat approval (DCD File Number L05 -038) to develop the property described in exhibit A with four single family homes. A portion of the buffer for Wetland 17, as identified on the City's Sensitive Area Map and the applicant's Wetland Study, extends on to the property. Wetland 17 is a type two (2) wetland and requires a buffer of eighty feet. TMC 18.45.090 (B) permits the applicant to reduce the buffer area of a wetland by up to 50- percent, provided the buffer area is not classified as steep slope and that the remaining buffer is enhanced. DCD determined that a buffer reduction for the project would be appropriate. Permittee /Grantor has provided enhancement of the remaining wetland buffer area. Permittee /Grantor has agreed to grant the City of Tukwila a Sensitive Area Easement that protects the wetland and wetland buffer area (hereafter "Easement Premises) on the property and restricts further development of the area shown in Exhibit B. The City of Tukwila shall record this Agreement with the King County Recorders Office. ACCORDINGLY, Grantor conveys this Sensitive Area Easement to grantee pursuant to TMC 18.45.170 "Sensitive Area Tracts and Easements" on the terms and conditions stated below. 1. The purpose of this Easement is to protect the functions and values of the existing wetland, its associated buffer, and its natural resources on the Easement Premises consistent with the Permit and the protection of the benefits to the public derived from wetlands and integral habitat, by requiring Grantor to maintain the easement Premises in its natural and undeveloped conditions. Page 2 of 8 2. Grantor acknowledges that future activities within the wetland and wetland buffer are strictly limited under TMC 18.45 "Environmentally Sensitive Areas" as the chapter currently exists and as may be amended in the future. 3. This Easement shall be binding upon successors and assigns of the parties and shall run with the land in perpetuity unless modified or terminated by written agreement of the parties. 4. *In order to ensure proper maintenance and care of the wetland buffer area, City of Tukwila employees shall have access to the wetland buffer area on lots four and five of the short plat. This access shall not be interpreted to allow members of the general public access to the wetland buffer area. 5. This easement may be modified only in writing through amendment of the Easement. Any modification shall be consistent with the purpose and intent of the Easement and TMC 18.45 as may be amended. Page 3 of 8 GRANTOR: Rehabitat Northwest, A WASHINGTON STATE CORPORATION IN WITNESS WHEREOF, said individual(s) have caused this instrument to be executed this asz, day of rvNRy , 2007. STATE OF WASHINGTON ) )ss. COUNTY OF KING Authorized Signature Authorized Signature I certify I have know or have satisfactory evidence that Skeve .01(( -C- r is /are the person(s) who appeared before me, and said person(s) acknowledged that he /she /they signed this instrument on oath stated that he /she /they was /were authorized to execute the instrument and acknowledge as t he o t 1J► €_( of t _124 �i - � - �t - � � �l lttS*, a Washington State Corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated Math a col p, P. L4�p :1 s 7 N$tary Public in and f the Slat : of Was gton cett A usoc , APE residing at My appointment expires 11 F" WA5�•" Page 4 of 8 -7 - / a - /a GRANTEE: CITY OF TUKWILA ATTEST: County of King Mayor City Clerk STATE OF WASHINGTON ) ss. On this t e r ry' day of Fu ly , 20 01 , before me, the undersigned, a Notary Public in and for the State of Washington, duly co missioned and sworn, personally appeared -k_ re_c (NA ( Lt 11 & t and S� t- ('_ GZ,-- --11 , 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. Page 5of8 Dana a. ohayiher print name A_ f l Al i ' ` - N.TARY PUBLIC in and for the State of Washington, residing at i.c )/ La LIST OF ATTACHED EXHIBITS Exhibit A: A legal description of the Grantor's Property, inclusive of the Easement Premises. Exhibit B: A site map depicting the Grantor's Property showing the wetland area and wetland buffer which is the Easement Area. Page 6 of 8 Exhibit "A" Easement Premise The east 80 feet of King County Parcel 152304 -9101. The parcel is legally described as: BEGINNING N 00 °01'04 "E 498.57 feet and N 89° 59'00 "E 30 feet from the West %4 corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence 89 °59'00 "E 279.74 feet; Thence 00 °18'45 "W 175 feet; Thence 89° 59'00 "W 278.30 feet; Thence 00 °01'04" 175 feet to the True Point of Beginning; EXCEPT the South 10 feet of the West 100 feet thereof. The easement area encompasses approximately 14,000 square feet. (Legal Description taken from survey prepared by Emmett C. Dobb, dated September 12, 2005) Page 7 of 8 Ligr 1 LoT Z Exhibit "B" Site Map EXHIBIT' B DEPICTION OF SENSITIVE AREAS SENSITIVE AREA W n_AaD �--, TRACT A LOT3 Lo LOT PPrRGEL ts23Oii _g IOI Page 8 of 8 s co \ r\I- \ \ \ 40 ' LL 0 2 J Return Address: CITY OF TUKWILA Office of the City Clerk 6200 Southcenter Blvd. Tukwila, WA 98188 (206) 433-1800 Document Title(s): Parties: Other: Legal Description: CITY OF TUKWILA DOCUMENT RECORDING COVER SHEET City of Tukwila, WA 6200 Southcenter Boulevard Tukwila, WA 98188 LO5 pi.J06 - o 20 Last First Initial DES" «DER STEVE Company Name (if business) REHPsr3r1T NORTH WEST Address 360 - MA-R&rtiiL ( 4-Y 5W cit S ER I TAE state LOn zip S81 06 Assessor's Property Tax Parcel/Account Number(s): 152304'3101 Return Address: Rehabitat Northwest, Inc 3601 W Marginal Way SW Seattle, WA 98106 STORM WATER EASEMENT AND MAINTENANCE AGREEMENT (L05 -038 / PW06 -020) Reference # (if applicable): N/A Grantor: Rehabitat Northwest, Inc Grantee: City of Tukwila Legal Description /STR: Beginning N 00 °01'04" E 498.57 feet and N89 °59'00 "E 30 feet from the West '/4 corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence N 89 °59'00" E 279.74 feet; Thence N 00 °18'45" W 175.00 feet; Thence S 89 °59'00" W 278.30 feet; Thence S 00 °01'04" W 175 feet to the True Point of Beginning; EXCEPT the South 10 feet of the West 100 feet thereof. Assessor's Tax Parcel ID# 1523049101 THIS EASEMENT AND AGREEMENT made and entered into this /1 C44 day of Above this line reserved for recording information. 07, by and between the City of Tukwila, a municipal corporation of King Co - , Was , hereinafter referred to as "CITY" and Rehabitat Northwest, Inc, a Wa ington State corporation, located at 3601 W Marginal Way SW Seattle, WA 98106, hereinafter referred to as "PROPERTY OWNER ". WHEREAS, PROPERTY OWNER has applied for certain permits with the CITY for the construction of facilities at 13330 32 Ave South, Tukwila, WA, which create impervious surface; and WHEREAS, the PROPERTY OWNER has completed a storm system; and Storm Water Easement and Maintenance Agreement Page 1 of 10 WHEREAS, the PROPERTY OWNER and the CITY desire that the storm system be maintained to provide adequate facilities for controlling both the quantity and quality of storm drainage; and WHEREAS, for maintenance of a storm system it is necessary to have appropriate right - of -way to bring in equipment to conduct maintenance functions; and WHEREAS, maintenance requirement is a covenant running with the land and binding upon all heirs, successors and assigns of both parties; and WHEREAS, the parties desire that this Agreement be recorded to advise heirs, successors and assigns of both parties as to the existence of this easement and agreement; and WHEREAS, an easement is needed to bring in maintenance equipment; and WHEREAS, the parties are both desirous of permitting inspection of storm system to make certain that it is functioning properly and for purposes of determining the appropriate repairs. NOW, THEREFORE, BASED UPON MUTUAL COVENANTS TO BE DERIVED THE PARTIES AGREE AS FOLLOWS: Section 1, EASEMENT PROPERTY OWNER hereby provides an easement over, under and on that portion of the property as showing on the approved Record Drawings revised pursuant to construction records for the City of Tukwila under Permit No. PW06 -020, which Record Drawings are hereby incorporated by reference as if set out in full, This easement shall be a burden to that real estate which is legally described and attached as Exhibit "A" together with Exhibit `B" and incorporated herein by this reference, and shall be of benefit to the City storm utility system. Section 2, HEIRS, SUCCESSORS AND ASSIGNS This Agreement shall be binding upon the heirs m successors and assigns of the parties. Section 3, MAINTENANCE The PROPERTY OWNER agrees to maintain the storm system in accordance with the ordinances and all applicable codes of the CITY and the Stormwater Pollution Prevention Maintenance and Operation Schedule attached as Exhibit "C" and incorporated herein by this reference. The PROPERTY OWNER does hereby agree that the CITY may enter onto the property of the PROPERTY OWNER via the easement described above to inspect and perform necessary maintenance if, after the PROPERTY OWNER is given notice to maintain, the PROPERTY OWNER fails to maintain. Further, the PROPERTY OWNER agrees the CITY Storm Water Easement and Maintenance Agreement Page 2 of 10 may enter onto the property of PROPERTY OWNER via the easement described above to perform emergency maintenance in the event of the storm system's failure which might result in adverse impact(s) on public facilities or private facilities of other property owners, In both events the PROPERTY OWNER agrees he /she /they /it shall reimburse the CITY for the costs incurred by the CITY in maintaining the storm system. Should the CITY incur attorney's fees and/or costs in enforcing the agreement and/or in maintaining or collecting maintenance fees, the PROPERTY OWNER agrees to pay reasonable attorney's fees and all costs incurred by the CITY. Section 4, ACKNOWLEDGMENT OF OTHER ENFORCEMENT ACTIONS PROPERTY OWNER acknowledges that there may be liability for violations of codes that could result in additional fines and/or the possibility of incarceration in addition to the fees for maintenance should violations occur. Storm Water Easement and Maintenance Agreement Page 3of10 SIGNED AND DATED this , ' day of GRANTEE: CITY OF TUKWILA Mayor City Clerk STATE OF WASHINGTON ) COUNTY OF KING ) l.J ss. Storm Water Easement and Maintenance Agreement Page 4 of 10 2007 On this I 1 day of , 2007, before me, the undersigned, a Notary Public in and for the State of shington, duly commissioned and sworn, personally appeared before me 54.,Jee 'M . (nu I ► and '3 E . C c .-t t. , 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 authorized to execute said instrument. GIVEN under my hand and official seal this J° day of zo67 D - A. -r41rnt Print Name iL lam.- Q , CLXJ Lary Public in and for the State of W h- ington, residing at`Tt�.l! 3 My appointment expires: I 2- /1.1 / 0-1 SIGNED AND DATED this day of 2007 PROPERTY OWNER by C 5-4eva 0424w1 l lam` STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that o oe Detw, I I e f is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the ©cam fl e ( of Te_lioaD ; tfi %o t i J'S , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. GIVEN under my hand and official seal this /i of �c,� 'tool, Storm Water Easement and Maintenance Agreement Page 5 of 10 QceJsi-tie Notary Public in and for the State of Wash- ington, residing at 7 Kw , \ . My appointment xpires: O. / / /0 Printed name: ct✓'i -e A- L(J , I Exhibit "A" Legal Description of Easement Area Tract "A" — Storm Drainage & Private Street & Utilities Tract — Made part of City of Tukwila Short Plat No. L05 -038 BEGINNING N 00 °01'04 "E 673.51 feet (673.57' deed) and S 89 °54'27 "E (N 89 °59'00 "E deed) 30 feet from the West 1 /4 Corner of Section 15, Township 23 North, Range 4 East, W.M. in King County, Washington; Thence S 89 °54' 27" E 198.30 feet; Thence S 00 °05'33" W 20.00 feet; Thence N 89 °54'27" W 35.09 feet to the beginning of a 25 foot radius curve to the left; Thence southwesterly along said curve, with a central angle of 90 °, an arc length distance of 39.27 feet to a point of tangency; Thence S 00 °05'33" W 40.04 feet; Thence N 89 °54'27 "W 20.00 feet; Thence N 00 °05'33" E 40.04 feet to the beginning of a 25 foot radius curve to the left; Thence northwesterly along said curve, with a central `angle of 90 °, an arc length distance of 39.27 feet to a point of tangency; Thence N 89 °54'27" W 93.18 feet, more of less, to intersect the East Right -of -way Line for 32 " Avenue South; Thence N 00 °01'04" E 20.00 feet to the POINT OF BEGINNING. Storm Water Easement and Maintenance Agreement Page 6 of 10 038 L Or I 5 LoT [.l t_ oT 3 Exhibit "B" Legal Description of Easement Area g/ iLf Ai — Storm Drainage Utilities : — Made part of City of Tukwila Short Plat No. L05- See illustration below hereto and by this reference made a part hereof Except as may be otherwise set forth herein, Grantee's rights shall be exercised upon that portion of the Property (the "Easement Area" herein) that is five (5) feet in width having two and a half (2.5) feet of such width on each side of the centerline of Grantee's systems located as constructed or to be constructed, extended or relocated on the Property, except those portions of the Property occupied by existing building footings, foundations, and/or subsurface structures. Storm Water Easement and Maintenance Agreement Page 7 of 10 - EhsgµersT AREa - 1. LOT' Li LOT 5 PARC.EL'i'Ma3by -9101, Site Address Introduction Plan Goal Preventative BMP's Treatment BMP's Exhibit "C" Stormwater Pollution Prevention Plan for S132nd Lane — 5 -lot short subdivision SHORT PLAT # L05 -038 PW06 -020 The project is located in NW1 /4 of Section 15, Township 23 North, Range 4 East, W.M., adjacent to 32 Ave South; and within and adjacent to a private street S132nd Lane, in the City of Tukwila. The site address is 13332 32 Ave South Tukwila, WA 98168. The Tax Parcel Number is 152349 -9101. This project proposes to develop approximately 1.19 acres of existing, tall grasses and a few small deciduous trees. The underlying soils vary from medium dense to very dense glacial till soils. Catch basins and storm drainage pipes will be installed within the private street and adjacent areas to convey runoff to a Private Underground Detention/Water QualityTAMtS located in the northeast corner of the site. Roof downspouts will be individually tightlined to the catch basins, which is tightlined to the private storm detention system under the private drive. After development, 0.36 acres of the site is impervious with the remaining 0.48 pervious acres consisting of lawns, landscaping, etc. The goal of the plan is to treat all on -site runoff for water quality by directing flows to a Detention / Water Quality facility. The detention vault is designed to retain runoff volumes up to the 2 and 10 -year storm events with 1.0 feet of freeboard. The catch basins shall have stenciled next to them "DUMP NO WASTE - DRAINS TO STREAM ". Activity that involves pollutants shall be done under a covered area. The private street shall be cleaned and swept as necessary to remove debris. Interceptor swales were constructed intercepting silt -laden runoff from the site during clearing and directed the runoff to temporary traps for treatment of water before Storm Water Easement and Maintenance Agreement Page 8 of 10 releasing down stream from the site. These facilities were design for 2/3 of 2 -year storm event. Inspection Inspect the storm detention /water quality vault, at least twice a year, especially after periods of heavy runoff. Maintenance records must be kept for five (5) years and available for City Inspector review. Maintenance To ensure proper water quality treatment, the wet vault designed to allow for a minimum of 6 -inch sediment at the bottom of the vault which will be removed at a regular schedule. In the addition for the bottom 6 -inch of sediment, the vault is designed with a minimum dead - storage of three feet to allow silt -laden runoff to settle at the bottom of the vault. Person of Responsibility Name Rehabitat Northwest, Inc Address 3601 W Marginal Way SW, Seattle, WA 98106 Emergency Contact, Phone # 206 - 932 -7355 Person of Responsibility, Date: Mr. Chad Detwiller, July 13, 2007 Engineer Preparing Plan Name Penhallegon Associates Consulting Engineers, Inc Address 750 Sixth Street South Kirkland, WA 98033 Plan and/or Information Updates The City of Tukwila, Public Works Department, Engineering Division, Storm Drainage Section; is to review and approve any changes to this Stormwater Pollution Prevention Plan prior to changes in its implementation. Additionally, any changes in ownership or person of responsibility are to be reported to the City of Tukwila, Public Works. Storm Water Easement and Maintenance Agreement Page 9 of 10 Structure Date of Inspection / Maintenance CB # 1 Type 1 Insp. Results Maint. Done CB # 2 Type 2 Flow Control Insp. Results Maint. Done CB # 3 Type 2 Insp. Results Maint. Done CB # 4 Type 2 Insp. Results Maint. Done CB # 5 Type 2 Insp. Results Maint. Done CB # 6 Type 2 Insp. Results Maint. Done CB # 7 Type 2 Insp. Results Maint. Done CB # 8 Type 2 Insp. Results Maint. Done CB # 9 Type 2 Insp. Results Maint. Done INSPECTION / MAINTENANCE CHECKLIST Storm Water Easement and Maintenance Agreement Page l0 of 10 MEMO i Cizy of Tukwila TO: Nick Olivas via Don Tomaso Jim Morrow via Joanna Spencer Richard Takechi im Morrow, Director of Public Works Nick Olivas, Fire Chief EL51 Richard Takechi, Finance Department of Community Development Steve Lancaster, Director FROM: Brandon Miles, Assistant Planner RE: Final Short Plat Approval, Foster Gardens Short Plat DATE: July 19, 2007 The above short plat application may be ready for final approval. Please review the submitted short may be ready for final approval and recording. Please review the attached short plat map and if the applicant has met all requirements of your Department initial where indicated. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 / / / J (- /�~/ TO: Jim Morrow Chief Olivas Richard Takechi �S7 WO •• Jim Morrow via D Chief Olivas via Richard Takechi City of Tukwila Memorandum FROM: Brandon J. Miles, Assistant Planner RE: L05 -038 DATE: June 2, 2007 e McPherson or Joanna Spencer on Tomaso The above short plat may be ready for final approval. Please review and initial where indicated. RECEIVED JUN 04 2001 CITY OF TUKWILA FINANCE DEPT. Brandon Miles Page 1 06/02/2007 Q: \1 Temp File\FORMs \MEMO TEMPLATE.doc TO: City of Tukwila Memorandum Jim Morrow via Dave McPherson or Joanna Spencer Chief Olivas via Don Tomaso Richard Takechi FROM: Brandon J. Miles, Assistant Planner RE: L05 -038 DATE: June 2, 2007 The above short plat may be ready for final approval. Please review and initial where indicated. Jim Morrow Chief Olivas -c-pc N7j) Richard Takechi Brandon Miles Page 1 06/02/2007 Q: \1 Temp File\FORMs \MEMO TEMPLATE.doc April 13, 2007 Mr. Chad Detwiller Rehabitat NW 360 W. Marginal Way SW Seattle, WA 98106 RE: L05 -038 Extension Request Dear Mr. Detwiller: City of Tukwila Department of Community Development Steve Lancaster, Director The City has received your request for an extension for the above short plat application. Significant progress has been made on the conditions specified in the Preliminary Approval letter. Your extension request is granted and the preliminary approval will expire on April 11, 2008. Please note that the subdivision title only allows for one extension of not more than one year. If you have any questions, please contact Brandon Miles at (206) 431 -3684 or by email at bmiles @ci.tukwila.wa.us. Steve Lancaster, Director Community Development cc. File (L05 -038) Steven M. Mullet, Mayor 6.300 Snuthrenter Boulevard_ Suite #100 • Tukwila_ Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 l3ciilding Neighborhoods Since 1986 April 5, 2007 Brandon Miles City of Tukwila Planning Department Dear Mr. Miles, Sincerely, Chad Detwiller Finance Manager Rehabitat Northwest, Inc License 7: RFHARN'01 UMA Re: Preliminary Short Plat Extension Request 13330 32 Ave South L05 -038 As communicated in your Preliminary Short Plat Approval letter dated April 11 2006, we understand the expiration date for project L05 -038 is April 11 2007. To date, Rehabitat Northwest, Inc has completed the required on -site and ROW infrastructure improvements in accordance with engineering drawings approved by the City of Tukwila. We are currently conducting final inspections for the ROW improvements and wetland buffer enhancements. Once these inspections have been approved, we will proceed with the final review. approval, and recording of the plat documents in accordance with the City of Tukwila and King Country requirements. We anticipate recording the plat documents within 60 days of the date of this letter. Rehabitat Northwest, Inc would like to request a short-term extension until June 5 2007 in order to complete the final stages required to formalize the short plat at the above location. Please feel free to contact me if you have any questions or concerns with this request. I appreciate in advance your cooperation in resolving this matter. 3601 W. Marginal Way SW Seattle, Washington 98106 Steve Detwiller Builder /Developer ofc 206.932.7355 Fax 206.933.7355 stevee'rehahitatnorthwest.com May 18, 2007 Mr. Chad Detwiller Rehabitat Northwest 5639 16 Ave South Seattle, WA 98106 RE: Final Approval L05 -038 Dear Mr. Detwiller: • Cizy of Tukwila Department of Community Development Steve Lancaster, Director This letter is intended to address the outstanding items that need to be completed in order for final approval to be issued for the above short plat. When the City issued its preliminary approval for the above short plat in 2006, specific conditions were placed on the project. These conditions must be complied with prior to final approval being granted. I have listed the conditions below with the current status of the condition. 1. The existing detached garage shall be removed. A demolition permit may be required from the Building Division of DCD prior to removal of the garage (Survey by Emmett C. Dobbs, prepared September 12, 2005 and Permit Review Drawings (Civil Plans) by Pace Engineering, prepared January 2006.). Work was completed under D07 -140. 2. Prior to final approval, the applicant shall complete the wetland buffer enhancement and have final inspection of completed work by Planning and the City's Urban Environmentalist (Concept Mitigation Plan by B -12 Wetland Consulting, dated November 2005). Additionally, the applicant shall plant the trees within the ten -foot setback area that are identified in the landscaping plan. Significant progress has been made to comply with this condition. However, when the City last inspected the work there were some minor items that need to be addressed: Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 a. B -12 was going to review the placement of the straw within the buffer area. The City's concern is that the native grass would not be able to germinate beneath the straw. b. The civil plans and the stream plans conflict with each other regarding the placement of rock within the wetland buffer. Pace and B -12 need to provide a solution which ensures that the stromwater is adequately managed and the City's SAO regulations are met. c. The area along the southeast corner needed to be cleared of debris and weeds. Once the debris and non - native vegetation is removed the planting depicted on the approved plan needs to be installed. The trees within the ten foot setback area also need to be installed. This specific condition will be required prior to final occupancy of the homes on lots four and five. 3. The applicant shall construct a three -foot tall wooden fence at the western edge of the reduced wetland buffer area. The fence shall include signage with language consistent with TMC 18.45.06 (6). A total of four signs shall be placed along the fence and shall be spaced no further than 45 -feet (Concept Mitigation Plan by B-12 Wetland Consulting, dated November 2005). Work completed. • % 4. The applicant shall provide the City a five-year maintenance financial guarantee for the plantings in the wetland buffer area. The financial guarantee shall be 150 percent of the cost of retaining 90- percent of the plantings at the end of the five-year period. The financial guarantee shall also include the cost for annual inspection and replacement of any of the plantings (TMC 18.45). This condition has not been met. When we met on site you noted that this was provided with the PW bonds. However, the PW permit does not include any such financial guarantee. This financial guarantee cannot be included with the PW bonds and a separate guarantee must be in place. The financial guarantee needs to include a cost calculation to annually inspect the mitigation area, perform maintenance such as weed control and replace dead plants. The annual inspection needs to be done by someone qualified for wetland monitoring. The five year period begins when the City approves of the initial plantings. 5. The individual trees that are required to be placed on each lot per TMC 17.20.030 (G) (1) may be planted up completion of the individual homes. These trees do not include those plantings that are located within the wetland buffer or the wetland setback area. Final approval of the individual do es homes will not be completed until the trees on the individual lots have been planted and accepted by the City. Will be required prior to final inspection of any of the houses. 6. The application shall sign and have recorded with King County a "Sensitive Area Easement". The Notice shall be recorded on lots four and five (TMC 18.45). A copy of the easement is attached. Please review and return a sign notarized copy to the City. Next Step The following items need to be completed: ❑ B -12 needs to provide a recommendation about the use of the straw within the wetland buffer area. ❑ The PW permit (PW06 -020) must be finaled before final approval of the short plat can be granted. ❑ A proposal needs to be provided which address the rock placement within the wetland buffer. If the rocks need to remain, B -12 needs to sign off on the placement of the rock. ❑ A financial guarantee in the amount of 150 percent of the cost to guarantee survival of at least 90 percent of the plantings as well as the cost of five years of monitoring needs to be provided to the City. A cost estimate needs to be provide for the plantings and the monitoring. As built plans for the plantings need to be submitted. ❑ Provide a signed copy of the sensitive area easement back to the City. ❑ Provide a new title report. The title report must be within 45-day of submitting for final approval and must show that the individuals on the signature blocks have title to the property subject of the short plat application. ❑ Update the survey document with the following information: The addresses for each lot, as follows: Lot 1: Lot 2 Lot 3 Lot 4 Lot 5 Current address remains 13332 32 Ave S 3205 S. 132 Lane 3201 S. 132 Lane 3203 S. 132 Lane Sincere) 7 The following note needs to be added: "The City of Tukwila has no responsibility to build, improve, maintain or otherwise serve the private road or stormwater facilities located within this short plat area ". Show all easements on the short plat map, including the conservation easement. ❑ Provide four copies of the final plat. One of the copies must bear original signatures of the property owners and surveyor. Additionally, this copy must include the surveyor's original stamp. The survey document must meet the recording requirements of King County. Do not fold the copy that will be recorded with King County. When you submit for final approval, please provide all the required documents as one submittal. If you have any questions, please call (206) 431 -3684 or send an email to bmiles o@ci.tukwila.wa.us. Brandon J. Miles Assistant Planner Date Released: ❑ Cash /Check \policy and procedures*ed bookwdeveloper'r project warranty form Created: February 2005 City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206 - 431 -3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM Section 1 — to be completed by Developer Name of Development: Address: Release should be sent to: Name: Address: Date: Permit No.: City/State /Zip Phone Number: Description of items to be completed (reference plans /documents where items are described): As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ (150% of value to complete work above) and attach support documentation for value of work. I will have this work carried out and call for a final inspection by this date: , or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these funds. Signed: Title: Section 2 — to be completed by City staff THIS FUND IS AUTHORIZED TO BE ACCEPTED Signed: Amount: $ City Receipt No.: Department Head: Deposited this Date: ❑ Cash Assignment ❑ Bond Received By: Section. 3 - to be completed by:D.eveloper All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash /cash equivalent/bond. Developer's Representative: Date: To be completed by City staff I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash /cash equivalent/bond. Inspector: Date: Authorized By: Section 4 — to be completed by City staff Amount Released: $ ❑ Check - Check No. ❑ Cash Equivalent — Letter attached ❑ Bond — Letter attached Released by: April 11, 2006 Mr. Chad Detwiller Rehabitat Northwest 5639 16 Ave South Seattle, WA 98106 RE: Preliminary Short Plat Approval 13330 32 " Ave South Dear Mr. Detwiller: Cizy of Tukwila Department of Community Development Steve Lancaster, Director The Short Subdivision Committee has completed their review of the above - referenced short plat application. Based on the City's review of your short plat submittal, short plat preliminary approval is granted subject to the conditions stated below. There are three basic steps in the approval process, Preliminary Approval, Final Approval and Recording. These three steps and their requirements are described as follows: I. Preliminary Approval Conditions of Preliminary Approval Department of Community Development 1. The existing detached garage shall be removed. A demolition permit may be required from the Building Division of DCD prior to removal of the garage (Survey by Emmett C. Dobbs, prepared September 12, 2005 and Permit Review Drawings (Civil Plans) by Pace Engineering, prepared January 2006.). 2. Prior to final approval, the applicant shall complete the wetland buffer enhancement and have final inspection of completed work by Planning and the City's Urban Environmentalist (Concept Mitigation Plan by B -12 Wetland Consulting, dated November 2005). Additionally, the applicant shall plant the trees within the ten -foot setback area that are identified in the landscaping plan. Steven M. Mullet, Mayor 6300 Southcenter Boulevard. Suite #100 • Tukwila. Washineton 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ■ 3. The applicant shall construct a three -foot tall wooden fence at the western edge of the reduced wetland buffer area. The fence shall include signage with language consistent with TMC 18.45.06 (6). A total of four signs shall be placed along the fence and shall be spaced no further than 45 -feet (Concept Mitigation Plan by B -12 Wetland Consulting, dated November 2005). 4. The applicant shall provide the City a five -year maintenance financial guarantee for the plantings in the wetland buffer area. The financial guarantee shall be 150 percent of the cost of retaining 90- percent of the plantings at the end of the five -year period. The financial guarantee shall also include the cost for annual inspection and replacement of any of the plantings (TMC 18.45). 5. The individual trees that are required to placed on each lot per TMC 17.20.030 (G) (1) may be planted up completion of the individual homes. These trees do not include those plantings that are located within the wetland buffer or the wetland setback area. Final approval of the individual homes will not be completed until the trees on the individual Tots have been planted and accepted by the City. 6. The application shall sign and have recorded with King County a "Sensitive Area Easement ". The Notice shall be recorded on lots four and five (TMC 18.45). 7. Only those trees indicated to be removed on sheet L1.0 of 11, dated July 2005 shall be removed. The applicant will flag those trees to be removed and shall place tree protection fences around those trees that are to be retained. Tree protection fences must be placed at a radius of one foot for every inch in diameter of the tree being retained. Once the trees are marked and the tree protection fences installed, the applicant must call the City for inspection (Tree Retention Plan by Design Two Four/Two Six, Inc., dated July 2005). 8. The proposed driveway area for the existing house shall be either concrete or asphalt, not gravel as shown on the plans. Common Improvements 1. All work related to the common improvements, the utilities, the wetland, and the frontage improvements, shall be reviewed, approved and inspected under a Public Works Type C permit. Please contact Jill Mosqueda 2. The access drive shall meet City of Tukwila Fire and Public Works requirements. The access drive has been designated by the Fire Department as S. 132 Lane. A street sign is required to be visible from 32 Ave South. Please refer to Public Works Guidelines for design requirements of the sign. 3. "No Parking" signs shall be installed along the private access drive and Fire Department turnaround. 4. A fire hydrant, providing 1,000 gpm must be located south of the proposed access road. The applicant shall coordinate with Water District #125 when installing the fire hydrant. 5. Water, sewer, and electrical utilities must be stubbed to all Tots in the short plat. The installation of any required utilities shall be completed Permit Review Drawings (Civil Plans) by Pace Engineering, prepared January 2006 and the work approved by the City of Tukwila and other providers prior to final approval. 6. The keystone retaining wall for the access tract shall not be taller than 36 inches. If the retaining wall is greater than 30 inches in height a handrail must be installed. 7. No portion of the retaining wall, which exceeds 36 inches in height, may be within five feet of the north property line. 8. The applicant shall install curb, gutter, and sidewalk along that portion of the applicant's property that borders on 32 Ave South. The sidewalk width shall be a minimum of six feet. 9. The applicant is responsible for obtaining all required permits for all infrastructure improvements. GENERAL FINDINGS: Granting of this preliminary approval is based on the following findings of fact: 1. The subject parcel is addressed as 13330 32 Ave South. The King County Parcel Number of the site is 152304 -9101. 2. The comprehensive plan designation of the subject property is Low Density Residential (LDR). 3. The subject property is zoned Low Density Residential (LDR) by the City of Tukwila. The LDR permits 6.6 units per acre with a minimum lot size of 6,500 square feet. 4. Upon completion the property will be divided into five Tots. The lots will range in size from 6,624 square feet to 13,880 square feet. 5. When completed the short plat will include two access points, one is the private access drive that will serve lots one, three, four, and five. Lot two will have a driveway which connects directly to 32 Avenue South. 6. The property contains an existing brick dwelling. The home was constructed in 1940. The applicant has proposed to retain the existing home. The home will meet the required setbacks in the LDR zone. 7. The property is not located in a Level 2 detention area as defined by City of Tukwila Public Works Department. The project is located in an area where infiltration is restricted, as defined by City of Tukwila Public Works Department. 8. The completed project will allow for a total of four new homes on the property. The project is exempt from SEPA review. 9. The City's sensitive area overlay maps indicates that a portion of wetland 17 and its associated buffer extends on the subject property. The City's SAO map also identifies a small stream located on the property directly to the east of the short plat property. Because the sensitive areas were located off site, the exact edge of the wetland and stream were not flagged. The wetland is categorized as a Type II wetland. A Type II wetland is required to have an eighty -foot buffer (TMC 18.45.080 (E)(2)). A ten -foot setback area is also required from the edge of the buffer (TMC 18.45.080 (F)(1)). This would create a no -build zone of 90 -feet. TMC 18.45.090 (B) permits an applicant to reduce the buffer area of a wetland by up to 50- percent, provided the buffer area is not classified as steep slope and that the remaining buffer is enhanced. 10. The applicant has requested that the City reduce the buffer area by 50 percent. The wetland report submitted by B -12 and the wetland plan enhancement plan was reviewed by the City's Urban Environmentalist, Planning and Public Works. The applicant's plan, as conditioned is consistent with the goals and polices of the City's environmental regulations. Appeals This short plat approval or any condition placed in decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat is permitted. If no valid appeals are filed within the time limit the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision (04/11/2006). The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed; the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing J Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. Final Approval The next step is to install the necessary improvements and submit the necessary short plat documents in compliance with the conditions of approval. After the documents have been found to be in order and all requirements of the short plat have been met, the Chairman of the Short Subdivision Committee signs your short plat final plat which constitutes a grant of final approval. In addition, all inspections relating to public works improvements must be completed by the time of final approval. Required Documents for Final Approval 1. A new title report will be required when you submit for final approval. The title report must be within 45 -day of submitting for final approval and must show that the individuals on the signature blocks have title to the property subject of the short plat application. 2. Four copies of the final plat must be submitted. One of the copies must bear original signatures of the property owners and surveyor. Additionally, this copy must include the surveyor's original stamp. 3. Public Works requires recordable documents, separate from the short plat, for easements, property dedications, surface water maintenance and other documents affecting the use of real property. Your submittal must include separate documents to be recorded with the short plat. Public Works has sample easements. Survey Documents 1. The final short plat document shall meet the recording requirements of the King County Recorder's Office. 2. The original notarized signatures of all property owners must be on the face of the plat. 3. All lots shall be assigned an address and shown on the final plat. The address are as follows: Lot 1: Current address remains Lot 2 13332 32 Ave S Lot 3 3205 S. 132 Lane Lot 4 3201 S. 132 Lane Lot 5 3203 S. 132 Lane 4. Add the following note to the short plat, "The City of Tukwila has no responsibility to build, improve, maintain or otherwise serve the private road or stormwater facilities located within this short plat area ".' 5. Show all easements on the short plat. • Recording It is your responsibility to record the City approved short plat documents with the King County Department of Records. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. After recording, the County returns the recorded originals to the City within four to six weeks at which time your short plat is considered complete and you can obtain individual building permits for each lot. You can shorten this process by hand delivering a copy of the recorded short plat to the Department. Expiration The final short plat must be filed with the King County Department of Records by April 11, 2007, exactly 12 months from the date of this preliminary approval or the application will expire. Please keep this date in mind in the coming months. The City is in no way obligated to remind you of this expiration date. The City may grant one extension of not more than twelve months. The request for an extension must be made in writing and must be submitted to the City prior to the expiration of the short plat. If the short plat approval expires, subsequent development permits that are related to the short plat shall also expire and any vesting will be lost. Informational Items From the survey maps provided, it appears that the proposed work will impact adjacent property owners. Please be a good neighbor and inform any affected party of the work being performed prior to starting the construction. If you have any questions, please call Brandon Miles at (206) 431 -3684 or send an email to bmiles(a�ci.tukwila.wa.us. Steve Lancaster Director of Community Development cc. Jim Morrow, Public Works Director (initial your proval Nick Olivas, Fire Chief (initial your approval ) Don Tomaso, Fire Marshal Jill Mosqueda, Public Works Engineer Brandon J. Miles, Assistant Planner File (L05 -038) January 4, 2006 Mr. Chad Detwiller Rehabitat Northwest 5639 16 Ave South Seattle, WA 98106 RE: Second Comment Letter 13330 32 Ave South L05 -038 Dear Mr. Detwiller: • City of Tdkwila Brandon -M Page 1 Q: \Short Plats \FOSTER GARDENS L05 -038 \2nd Comment Letter.doc The Department has completed its second review of the above short plat. Initially, the Department was only reviewing the mitigation plan that was submitted for the wetland buffer. However, given recent events on the site that City has additional comments. Planning 1. The existing home on the property now contains a covered patio. The covered patio was not shown on any of the plans for the short plat. The covered patio must meet setbacks for the proposed short plat. Under the current site plan the patio does not meet setbacks. 2. Planning staff needs clarification on what your intent is for the existing home on the property. The building permit (D05 -454) appears to show that the home was being converted into either a duplex or accessory dwelling unit. This is evident given the fact that the plans show two washing and dryer hook -ups and two kitchens. Duplexes are not a permitted use in the Low Density Residential zone. Accessory dwelling units are only permitted on lots that are greater than 7,200 square feet. The current plan for the short plat is for the existing home to sit on a lot that is less than 7,200 square feet. In order to insure that the home will not be converted at a later date the following needs to occur: ❑ The plumbing and energy connections for the downstairs kitchen appliances must be completely removed. The water and electrical connections for the washer and dryer must also be removed. The plans currently note that the connections will just be removed, however, this would allow the appliances to installed at a later date. ❑ A Notice on the Title will need to be recorded against the house noting that the current permitted use for the existing home on the property is as a single family dwelling unit. City staff will prepare the Notice for you to record. Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 01/04/2006 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 i Urban Environmentalist 3. Where will the parking for the existing house be provided after the short plat? The home needs to have at least three parking stalls and the current plans provide no parking. The access drive and fire turnaround cannot be used for parking. 4. The property is currently being used as a contractor storage yard; there is a significant amount of piping, wood, and other construction materials on the site. Additionally, debris from other construction sites have been brought and dumped on the site. The property is zoned LDR and a contractor storage yard is not permitted in the LDR zone. Remove all the construction materials, fill materials, and the cargo container that is located on the property. The City's Urban Environmentalist has reviewed the planting plan that was submitted in order to reduce the size of the associated buffer. The following comments are provided: 1. Sheet W — Item 3.3.1. The root balls of both container -grown and B &B must be inspected. For container grown plants: root balls must hold together when the plant is removed from the pot, except that a small amount of loose soil may be on the top of the rootball. Plants must not be root - bound; there must be no circling roots present in any plant inspected. Rootballs that are cracked or broken when removed from the container shall be rejected. Bareroot plants: woody bareroot plants must have a dense, fibrous root system and be dormant when planted. 2. Sheet W- Item 3.2.3 should indicate that plants must be container grown (as opposed to containerized). 3. Sheet W - Item 3.3.3. The specification should state that the planting pit will be no more than an inch deeper than the root ball to prevent settling after planting. If buffer soils are inadequate, the entire buffer area must be amended with compost or equivalent, not the planting pit. Recent studies have shown that amending the planting pit is detrimental to long -term plant survival. Alternatively, compost could be placed on the soil surface around the plant as a mulch. 4. Sheet W — Item 3.3.5. Include in this specification: "root balls shall be examined and loosened throughout at least the outer 1 inch of root ball. Any damaged, matted, or circling roots shall be pruned prior to planting." 5. Sheet W — Items 3.4.1 and 4.3.1. These specifications should state that all plants installed in winter, spring or summer shall be irrigated during the dry months for the first year after planting. 6. Sheet W -2- "Tree, Coniferous Tree and Shrub Planting Details" should indicate: for B &B plants the burlap must be removed completely from the root ball when planting. 7. Sheet W -2 — Planting Plan/List of Plants: The plan appears to assume that there are no existing trees in the buffer, which is not the case. Existing trees must be preserved and the plan designed around them. These trees must be indicated on the plan. Ivy must be removed from the trees in the buffer. The planting plan should incorporate some native understory herbaceous plants (fortis and/or grasses) to increase plant density and improve buffer function. Rosa pisocarpa should be concentrated at the wetland edge, due to its moisture requirements. If this is not possible, a different species that tolerates some shade and dry conditions should be selected. Western Red Cedar should be planted in the shade of existing trees to improve the likelihood of its survival. 8. Sheet W -2, "Wetland Sign Detail ": While it is acceptable that the signs state that this is a wetland sensitive area boundary, they also need to include the statement "Alteration or Brandon -M Page 2 Q: \Short Plats\FOSTER GARDENS L05- 038\2nd Comment Letter.doc 01/04/2006 • • disturbance is prohibited pursuant to TMC Chapter 18.45. Please call the City of Tukwila for more information." 9. Given that this site has significant Himalayan blackberry and ivy present, maintenance and monitoring of the enhanced buffer should be conducted for 5 years in accordance with TMC 18.45.040. 10. Topsoil with will need to be brought in to the re- graded section prior to planting. Topsoil shall be weed free, shall contain 15 to 20% organic material by volume, and shall be at least 12 inches in depth. It shall be slightly worked into the subsoil for a rough transition. 11. The applicant needs to develop a specific planting plan for the stormwater dispersion trench area to improve water quality function of this part of the buffer. The planting plan must include very dense plantings and understory plants appropriate for filtering out contaminants in stormwater. The selected plants (or seed mix) must take into account and allow for changing conditions over time (i.e. starting out with plants adapted to full sun/part shade conditions and later to shaded conditions as the trees and shrubs begin to provide shade. 12. Erosion control will be required to prevent sedimentation of the wetland during grading. Erosion control must be shown on the plan. Once you have addressed the above comments, please submit the revised plans to the City for review. If you have any questions please call (206) 431 -3684 or send an email to bmiles(aici.tukwila.wa.us. Sincerely, Brandon J. Miles Assistant Planner cc. Don Tomsso, Fire Marshal Ken Nelson, Plans aminer Jill Mosqueda, tic Works File (L05 -038) Brandon -M Page 3 Q: \Short Plats \FOSTER GARDENS L05- 038 \2nd Comment Letter.doc 01/04/2006 Brandon Miles - Foster Gardens SP LO From: Brandon Miles To: chad @rehabitatnorthwest.com Date: 12/27/05 4:33PM Subject: Foster Gardens SP, L05 -038 Chad, I want to communicate with you on a variety of issues regarding the above short plat. 1) The patio that has been enclosed needs to be able to meet setbacks for the proposed short plat. The patio area was not shown on the short plat items that I am reviewing. 2) Where will parking be provided for the existing house once the short plat has been completed? The existing house now has a total of six bedrooms. A six bedroom house is required to have at least three parking stalls (TMC Figure 18 -7). The private access drive or the fire turn around may not be used for parking. 3) Once the short plat is complete the proposed home may not have an accessory dwelling unit. In order to have an ADU on the property the proposed lot must be greater than 7200 square feet. As a condition of the short plat I am going to require that the electrical and plumbing connections be removed not just covered up as noted on D05 -454. 4) The items that are stored on the property have nothing to do with the short plat. I was on the property on Friday and there was concrete and asphalt debris. Rehabitat is clearly using the property as contractor storage yard and such a use is not permitted in the LDR zone. The fill, cargo container, and all construction materials must be removed by January 9, 2006. Thanks, Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us CC: Jill Mosqueda; Kathy Stetson; Nora Gierloff November 8, 2005 Mr. Chad Detwil ler Rehabitat Northwest 5639 16 Ave South Seattle, WA 98106 Dear Mr. Detwiller: • City of Tukwila Department of Community Development Steve Lancaster, Director RE: First Comment Letter 13330 32 Ave South L05 -038 The City has completed its review of the aho' c short plat application. The application \vas submitted on June 16, 2005 and deemed incomplete on June 16, 2005. Additional items were submitted and the application was deemed cdmplete on September 29, 2005. The following is the development review team that reviewed the short plat application: Brandon Miles Jill Mosqueda Don Tomaso Bob Benedicto Planning Division of DCD Planning Division of DCD Public Works Department Fire Department Building Division of DCD (206) 431 -3684 (206) 433 -0179 (206) 575 -4404 (206) 431 -3670 Each Departments comments are listed separately below. For questions related to this letter, the short plat process, and resubmitting please address those directly to myself. For technical questions regarding a specific Departments comments, please address those directly to the appropriate individual. As you know, a portion of the property is part of the buffer of a type II wetland and watercourse. This buffer area with required, 10 foot setback impacts the possible building area of lots four and five. Steven M Mullet, Mayor Brandon -M Page 1 11/08/2005 Q: \Short Plats \FOSTER GARDENS L05- 038\First Comment Letter.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • Staff would suggest your explore the possibility of doing a Planned Residential Development (PRD). Tukwila Municipal Code (TMC) 18.46 allows for a PRD on properties that contain wetlands, streams, or there associated buffers. The PRD would allow you to reduce the minimum lots sizes down to 5525 square feet (15 percent). You may be able to get an extra lot by doing the PRD. However, there would be significant more work that would need to be done. I have included the PRD chapter for your review. You had originally submitted a SEPA application for the current project, but given the scope of the project SEPA is not required. The City will refund you the SEPA application fee. However, if you choose to proceed with the PRD, SEPA will be required. Sheet C3.0 of your civil plans (received by the City on August 4, 2005) shows a dispersal trench located in the buffer area of the type II wetland. TMC 18.45.070 (B) permits new surface water discharges to sensitive areas and their buffers if special permission in granted by the Director of Community Development. Staff would also suggest that you request that the buffer area be reduced from 80 feet to 40 feet. This would provide more building area for lots four and five. in order to reduce the buffer area, it will be necessary to submit an enhancement plan that provides the following: 1. Planting, vegetation that would increase value for fish and wildlife habitat or improve water quality; and 2. Removal of non - native plant species and n6xious weeds from the buffer area. The collection of willow trees located on the property should be incorporated into the buffer area. The buffer area will also have to be marked by the use of a three -foot tall split rail fence. With a sign that notes, Clarify the location and the size of the existing house. Sheet C2.0 of 6 conflicts with sheet 3 of 3 of the survey. Some of the proposed homes sit right at the minimum setback requirement. Be advised that at time of building permit that only intrusion into the setback area from the house are roof eaves not to extend greater than 18 inches. What is the height of the retaining walls that will be used for the private access road? Building Division of DCD 1. A demolition permit will be required prior to final approval of the short plat application. Brandon -M Page 2 Q: \Short Plats\FOSTER GARDENS L05- 038\First Comment Letter.doc 11/08/2005 Public Works Department No comments Fire Department At the time of mailing of this letter, comments from the Fire Department had not been provided. Planning Staff will forward any comments from Fire as soon as possible. Next Step Your next step is to address the comment made in the Planning section of this letter. You must have the special permission application approved before the City will issue preliminary approval for the short plat application. If you have any questions please call (206) 431 -3684 or send an email to bmiles ilci.tukwila.wa.us. Brandon J. Miles : \s isLant Planner cc. Don Tomsso, Fire Marshal Ken Nelson, Plans Examiner Jill Mosqueda, Public Works File (L05 -038) • • Brandon -M Page 3 Q: \Short Plats \FOSTER GARDENS L05- 038\First Comment Letter.doc 11/08/2005 Brandon Miles - L05 -038 From: Brandon Miles To: Jill Mosqueda Date: 10/24/05 2:41 PM Subject: L05 -038 i I notice that you have signed off on this permit in permits plus, however, I do not have the plans that I routed to you back. In permits plus you note that you have redlined plans for the applicant. I need a copy of those redlined plans so that I can reference them in my preliminary approval letter as well as determine if the red line changes will impact any planning items, most notably the wetland and wetland buffer. Thanks! Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us CC: Morrow, Jim Building Division Memo Date: October 7, 2005 Project Name: Short Plat Application 13330 32nd • Page 1 Tukwila Building Division Allen Johannessen, Plan Examiner 1 Existing buildings shown on the proposed short plats that are indicated for removal shall be removed prior to final approval of the short plat. Requires a building demoliton permit. Should there be questions conceming the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. Brandon Miles - Special Permission frorry`e Director, 13330 32nd Ave South Chad, • From: Brandon Miles To: chad @rehabitatnorthwest.com Date: 10/6/05 2:23PM, Subject: Special Permissi . on the Director, 13330 32nd Ave South Last week I spoke briefly with your dad regarding obtaining Special Permssion from the Director to reduce the size of the buffer from 80 feet. When I spoke with your dad I noted that this was an option, but now that I have looked at your plans, special permission from the Director will be needed for the stormwater system in the buffer area. Since you already need to obtain the special permission, I would suggest requesting that the buffer me smaller. A smaller buffer would permit for more building area on lots four and five. In order to reduce the size of the buffer and to put the stormwater system in the buffer area invasive vegetation would have to be removed and a buffer enhancement plan will need to be submitted. I have include the application with this email. Another option, is a Planned Residential Development (PRD). The PRD would allow for a reduction in lot size of 15 percent. 1 ran the numbers and you may be able to get a sixth lot. There is a little more work invloved with a PRD. Also, SEPA would be required for the additional lot. You had submitted for SEPA approval, but the current scope of work does not require SEPA and I have the Finance Department processing a refund check. I have attached the PRD applicaiton as well. These were two comments that are in my comment letter. I am still waiting for Fire and Public Works to provide comments before sending the letter. Sincerely, Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us Page 1 Dept. Of Community Development City of Tukwila . �° 6 �BUTI ON _ • • • �� AFFIDAVIT OF DISTRIBUTION • . .,_. HEREBY DECLARE &49Ck THAT:... . . •; fi r.'.. ry' _:. Determination- of••:N8n4ignificanee • Notice of Public Hearing ..a •A : Notice of Public Meeting Mi ti gated' Determitnat "oit of,•Non- ' Si gni fi carice : _ { =, �f: ' `4 . Board of Adjustment Agenda Pkt • !1 :y t Determinat on ':ofOg.=f9carice &°Sfcopi_ng Notice # #.T t ' ' . Board of Appeals Agenda Pkt Notice of'A ction.' "," - . Planning Commission Agenda Pkt Project Name: j2 JI l/ U Official-: Notice r� 1 ' .,r r Short Subdivision Agenda Notice of , 'Appl i:c-at gn �. • .. • :ix, ,'' • ... 2' Shoreline M g mt Permit fr Project Number: L_, - O3 of A p1'i c �' ` �``'• Notice ,pp' at�at.Qn� for �ShoreaiTne t -..te E Y . i" = 9 ,.F.i Permit y � - r te•..• ' ' l _ 'k __ FAX To Seattle Time s Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 . ' ... ..{: , �. Other x ~ ' ' >;,`'• • : • Y. % .t., '•! z° . '�' " ' 7 . ` ..a •A : . • !1 :y t - . 3 .4t. ': Project Name: j2 JI l/ U N 2' • .. fr Project Number: L_, - O3 . Mailer's Signature: T /V' 4/1/0, �• • •' � r• .• ": Person requesting mailing: f:/(A/P7614/1 1/0/L` ` • . • Was mailed to each of the addresses listed on this' year 20 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM State of Washington County of King City of Tukwila 14d.14/- CITY OF TUKWILA Department of Community Development 6300 Soutllcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E - mail: ttikplaneki.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on 1(cA4 the Public Notice Board(s) in accordance with Section 18.104.110 and e other ap,2 cable guidelines were posted on the property located at /3330 „39- Su so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number 1- 0 5 - 03$ . I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. sepaA pp. DOC -VLU S /19/05 residing at l My commission expires �� Applicant or Project Manager's Signature � J 0 S • � Z t� On this day personally appeared before me -� �) ,'1, LE to me known to be the individual who executed the foregoing instrument and acknowledged that he /fit signed the same as hishkey voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this / day of v o` GNP ELe B • C ••.. NO �ARY PUBLIC in and for the State of Washington /i� w(-4— . "� "l Brandon Miles - RE: Notice of Applicatio. From: "Chad" <chad @rehabitatnorthwest.com> To: "'Brandon Miles "' <bmiles @ci.tukwila.wa.us> Date: 10/6/05 8:08AM Subject: RE: Notice of Application Brandon, I dropped off the information to Signs Now in Tukwila yesterday afternoon. They needed two days to complete the sign. I will post the sign tomorrow afternoon. I will also return the Affidavit of Posting at that time. I hope this is acceptable. I have two clarifications on this posting, the "Notice of Application" is this the "Notice of Complete Application" that you sent me last week? Also, where do I obtain the "Public Notice" that I have to post on the sign? I apologize for my ignorance on the process, but appreciate your help in getting this processed. Let me know if you have any questions. Sincerely, Chad Detwiller Rehabitat Northwest, Inc Office: (206) 932 -7355 Fax: (206) 933 -7355 www.rehabitatatnorthwest.com Original Message From: Brandon Miles [mailto:bmiles @ci.tukwila.wa.us] Sent: Wednesday, October 05, 2005 1:41 PM To: chad @rehabitatnorthwest.com Subject: Notice of Application Chad, I sent the Notice of Complete application last Thursday (9/29). When do you think you can get the public notice board up? I need to send out the Notice of Application. Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us • Page 1 Brandon Miles - Notice of Application • Page 11 From: Brandon Miles To: chad @rehabitatnorthwest.com Date: 10/5/05 1:41 PM Subject: Notice of Application Chad, I sent the Notice of Complete application last Thursday (9/29). When do you think you can get the public notice board up? I need to send out the Notice of Application. Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us TO: Development Review Staff FROM: Brandon Miles, DCD RE: Short Plat Application 13330 32 Ave South L05 -038 DATE: September 29, 2005 • • CITY OF TUKWILA MEMORANDUM g tA 13k\ . vt L. Attached you will find a short plat application for a large tract of land located at 13330 32 Ave South. Please provide comments by October 20, 2005. Thanks. September 29, 2005 Mr. Chad Detwiller Rehabitat Northwest 5639 16 Ave S Seattle, WA 98106 • City of Tukwila Re: Notice of complete application 13330 32 " Ave South L05 -038 Dear Mr. Detwiller: Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION The Department of Community Development received your short plat application on June 16, 2005 for a short plat at 13330 32 Avenue South. The application was deemed incomplete on August 15, 2005. Additional submittals were made on August 4, 2005 and September 7, 2005. Based on a review of your application for submittal requirements for Preliminary Short Plat, your application is deemed complete as of September 29, 2005. A notice of land use application will be distributed within 14 days of this date. The next step is for you to install the notice board on the site within 14 days of the date of this letter. You received information on how to install the sign with your application packet. If you need another set of those instructions, you may obtain them at the Department of Community Development (DCD). Also, you must obtain a laminated copy of the Notice of Application to post on the board. This notice is also available at DCD. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to our office. The application and associated materials have been routed to other City departments for review. Staff will be in contact with you soon to discuss the project. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. If you have any questions, you can contact me at (206) 431 -3684 or by email at bmiles ' ci.tukwil erely, Bandon ' i'- s Assistant Planner cc. File (L05 -038) s. • • September 8, 2005 Mr. Chad Detwiller Rehabitat Northwest 5639 16 Ave S Seattle, WA 98106 • • City of Tukwila Department of Community Development Steve Lancaster, Director RE: Notice of Incomplete Application 90 -day Notice 13330 32 Ave South L05 -038 Dear Mr. Detwiller: On June 16, 2005, the City of Tukwila issued a Notice of Incomplete Application for the above short plat application. A partial submittal was submitted to the City on August 4, 2005, however significant items have still not been submitted to the City. As was noted in the City's June 16, 2005 letter: "Please note that the Department shall cancel an incomplete application if the applicant fails to submit the requested information within 90 -days following notification from the Department that the application is incomplete. The Department may extend up to 120 days if the applicant submits a written request for an extension prior to cancellation. The request must clearly demonstrate that the delay is due to circumstances beyond the applicant's control (such as the need for seasonal wetland data) or unusual circumstance not typically faced by other applicants, and that a good faith effort has been made to provide the requested materials (TMC 18.104.070) ". It was also noted in the August 4, 2005 letter that the required items for completeness need to be submitted to the City by September 18, 2005 or the application will be canceled. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 As of September 7, 2005, the City has not received the requested items. Please note that the City will cancel your short plat application if the requested items are not submitted to the City by 5:00 PM on September 19, 2005. No extensions will be granted. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Si ely, don J. M s Assistant Planner cc. Nora Gierloff, Planning Supervisor File (L05 -038) attachments August 15, 2005 Mr. Chad Detwiller Rehabitat Northwest 5639 16` Ave South Seattle, WA 98106 RE: Notice of Incomplete Application 13330 32 Ave South L05 -038 Dear Mr. Detwiller: • City of Tukwila • Department of Community Development Steve Lancaster, Director The City had previously sent a Notice of Incomplete application on June 16, 2005 regarding the above short plat. On August 4, 2005 you submitted additional information to address the City's letter noting that the application was incomplete. A review of the items submitted on August 4, 2005 shows that items are still missing from the required application material. 1. Print computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one in 5,000 feet. 2. Four copies of the plat survey. A. The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements in TMC 17.04.060 A. The surveyor must stamp the survey. B. The final plat must include legal description of all existing and proposed lots. C. The final plat documents must include all applicable certificates and approvals listed in the "Certificates of Approvals" section of this application (TMC 17.04.060). Sections for the surveyor and owner(s) must be signed prior to submittal. D. Existing and proposed lot lines shall be shown solid with new lines called out and lot lines to be removed shall be shown dashed. E. Lot and block numbers shall begin with the number one and be numbered consecutively without omission or duplication. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • F. Total lot or parcel sizes and average lot width of each proposed lot (min 50 feet for residential) Please also include the size of the private access road. G. Dash in required setback distances from all parcel lot lines. H. Fire access lane and turn- arounds per Fire Department standards. I. Location of all tracks to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. J. Location of existing and proposed public street rights of way and private access easements. K. Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. 3. Landscape Plan A. Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030 G). Plans must include the type, quantity, spacing, and location of all plantings Maximum sheet size 24" by 36 ". B. Show all existing trees to be retained and any tree protection measures required (for example fencing and drip lines). In the June 16, 2005 letter, the City noted that the above information must be submitted within 90 -days from the date of the letter. If the items were not submitted at the end of the 90 -days the application would be withdrawn. Since the above items were noted as being required in the June 16, 2005 letter they must be submitted to the City by September 16, 2005. If you have any questions please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sincerely, B don J. Miles Assistant Planner cc. File (L05 -038) From: Brandon Miles To: chad @rehabitatnorthwest.com Date: 8/15/05 1:21 PM Subject: Survey Chad, I went through the new items and still do not see a survey. You can have your surveyor hold off on the legal descriptions until final approval. Without a survey, the City has nothing to review for the short plat. When will the City receive the survey documents? Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles@ci.tukwila.wa.us June 16, 2006 Mr. Chad Detwiller Rehabitat Northwest 5639 16 Ave South Seattle, WA 98106 RE: Notice of Incomplete Application 13330 32 Ave S L05 -038 and E05 -007 Dear Mr. Detwiller: The City of Tukwila's Planning Department received your application for short plat approval June 15, 2005. On June 16, 2005 it was deemed to be incomplete because certain requirements of the application were not provided: Please provide the following: • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 1. One set of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Note: Each until in multiple- family buildings - e.g. apartments, condos, trailer parks —must be included. 2. Print computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one in 5,000 feet. 3. Four copies of the plat survey. A. The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of suvey format and include the elements in TMC 17.04.060 A. The surveyor must stamp the survey. B. Legal description of all existing and proposed lots. C. The final plat documents must include all applicable certificates and approvals listed in the "Certificates of Approvals" section of this application (TMC 17.04.060). Sections for the surveyor and owner(s) must be signed prior to submittal. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 t • D. Existing and proposed lot lines shall be shown solid with new lines called out and lot lines to be removed shall be shown dashed. E. Lot and block numbers shall begin with the number one and be numbered consecutively without omission or duplication. F. Total lot or parcel sizes and average lot width of each proposed lot (min 50 feet for residential) Please also include the size of the private access road. G. Dash in required setback distances from all parcel lot lines. H. Fire access lane and turn- arounds per Fire Department standards. I. Location of all tracks to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. J. Location of existing and proposed public street rights of way and private access easements. K. Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the nature and extent of existing easements. 4. Landscape Plan A. Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030 G). Plans must include the type, quantity, spacing, and location of all plantings Maximum sheet size 24" by 36" B. Show all existing trees to be retained and any tree protection measures required (for example fencing and drip lines). You short plat and SEPA application has been deemed incomplete and City Staff will not begin to review the application until all required materials are submitted to the City. Planning staff did do a basic review of the materials and have found two major items that need to be addressed: 1. The property is zoned Low Density Residential (LDR). The minimum lot size in the LDR zone is 6,500 square feet. Lots two and three are both under 6,500 square feet. The City will not approve a short plat application that does not meet the minimum lot requirements. 2. The wetland report prepared by B -12 Wetland Consulting not meet City standards. In December of 2004 the City adopted a new Sensitive Area Ordinance. The new regulations require larger buffers than the City's previous ordinance. However, the wetland report references the City's old ordinance. For example, the buffer distance for a type II wetland under the new regulations is 80 feet. Yet the report notes that the buffer is 50 feet. Additionally, under section 3.0 "Observation" the report notes the various resources that were examined to determine the presence and location of a wetland on or near the property. The City maintains and extensive inventory of wetlands and streams within the City. The City's inventory (which was recently) updated would provide better information than many of the inventories that are referenced in the report. Please note that the Department shall cancel an incomplete application if the applicant fails to submit the requested information within 90 -days following notification from the Department that the application is incomplete. The Department may extend up to 120 days if the applicant submits a written request for an extension prior to cancellation. The request must clearly demonstrate that the delay is due to circumstances beyond the applicant's control (such as the need for seasonal wetland data) or unusual circumstance not typically faced by other applicants, and that a good faith effort has been made to provide the requested materials (TMC 18.104.070). Once the above - mentioned information is provided, City staff can begin to review the application. If you have any questions, please feel free to call me at (206) 431 -3684 or you can email me at bmiles@ci.tukwila.wa.us. B randon J. Miles Assistant Planner cc. File (L05 -038 and E05 -007) s • Chad Detw i ler IZ& I3<ihit> `: N 1$l#wetU, ..6:131 We }. i•l:S1". final 4V.y. S e S attl�', { 9< 1 SW(:; k.ib A l -:38 1)ett ' Mr. : i;ts -s i Wetland SC..,. uti`:t • Se Wetland Consulting. tric ? < 2 : �� ° <, .;1:>Yr,{i :i .: 2{i:, f':'s i'$.�Pi :i ..X.y •.. .':if, i.•%6 :.. Per i'sii£' i;i> iL`t£'Si£1 /631 £s :3I %i'+Cal that there was i£ 113 inor sequencing err with respects to erosion �: nni77t.7ts, the erosion control 8£.iitLi'!.�'<is spread hel rc thy' buffer' s„ t.:. <; 3ii3`i tl i5 <Tread I:nd r the c i:<;i£rnstaiincc ; it does not al'ipetar to be a significant problem. the 13+?:'1L£' seed `•73i:< by ?sand and not by a blfiWer, it 3s more likely that the seeds zv oul {1 Aitl ?oi1;:'li I :3 €t" : w ?E .d'i'13113:iFiilii £;:s not gu£3Ta nteei., we do not ;h b 'ill pose s.i threat to the Mitigation u .0 ess, HT at the time the straw is removed t >zl €1 ; :?li£#i<3ti <3i3 1 c;i'<?g ' li ,<<k tt3 he poor, 7i7fi£ "t' :'fired r11i.x may be spread, It is not L" ?Z'�:t that this scuirencing ';y>i£t; will <i': iL`"i't the mitigation sites ability to meet the required 1 „itindiards of .`ii£i:;ifi'`i: , 1 h ?"011+, # (ling i ?t the straw may sub! eq €iently t my ` t:C any f:C.C3:' that may he suspended :3i or tli _:ail nd may 1:'Si£lt iri 1"1'::?"Sl s:;#' germination rates. In addition, n. tai; change to have the .ril?ra£:p out I.i3r• sif ?miwalter located wit.hin the huller would £#i ?; like1,' be a significant impact, It 3` our satgv,<,e si`sm to - plant the boundary of the riprap out.t:atl l Vi 11 :'iiik kS <£iid rL 1,1 -53 ,#i:r {og\A. "o()i: it,.ii1! ?1f -:tlil+:.t:i- 1t lltiii fcitl for :i1? a 111.:110i' iir;!. at.'t'; to the Wetland buffer. l•lt3l; s should ?i pre-poked in the subgade prior to the ii# st':+'sllat €ioti of the slip i r strike. ( are. should be taken to ensure that no nodules are broken in the rist<zlliltioil of the c t:ke or slily. It 't ?ii. 11 1' iiii i' iliii `t3:yi'i; sii i ii ed :i£'• iclzlt £ooa1 ides i"li'latt /oil l ?leaNt! 0i)ntalCt our o1 iCe at i:# fief: ?ii'•£il :{ :i: il> �'.', :l Lri .<'t "pit? , TECHNICAL INFORMATION REPORT 32" AVE SOUTH SHORT PLAT Engineering Plan Submittal to City of Takwi la July 2005 Revised January 10, 2006 PREPARED FOR Rehabitat NW, Inc. 5639 16 Ave SW Seattle, WA 98106 PREPARED BY ��iAiCE) PACE Engineers, Inc 750 Sixth Street South Kirkland, WA 98033 Phone: 425- 827 -2014 Fax: 425- 827 -5043 • Rehabitat Northwest — 32nd AVE S. Short Plat January 2006 — Technical Information Report Page 1 I. PROJECT OVERVIEW The 1.19 -acre Short Plat (Parcel No. 152349 -9101) project site is located at 13330 32 Avenue South in Section. 15, Township 23 North, Range 4 East, West Meridian, in the City of Tukwila, King County, Washington. For general location, see Figure 2, Vicinity Map. The property is zoned Low Density Residential (LDR) by the City of Tukwila. to .,.�. , .. v. s. : :,�' V .� ,�•• Y �„ r�. _w - .. y.gi*l -Zt t . J - W 2005 Map.Quest.com; Ins r.. 1 �. <. s , , , .� `: .... . _ . _ a , . �. �.o , :f:^a ®2005 N) VT Q Figure 2 — Vicinity Map ':'S 122nd St '30Om QQf ;. qft to R °; e {:S`36t1i St`" The scope of work for the 32 Avenue Short Plat project includes sub - dividing the existing 1.19 -acre parcel into five (5) Single - Family lots. Proposed onsite work includes grading, storm drainage system improvements, and the installation of water and sewer service lines. The maximum area that may be disturbed as part of the onsite improvements (including construction of homes) is approximately 1.10 -acre. Right -of- way improvements include concrete curb & gutter, concrete sidewalk, landscaping, and storm drainage improvements. • • • Rehabitat Northwest — 32nd AVE S. Short Plat January 2006 — Technical Information Report 111 Page 2 A Technical Information Report has been prepared for the project to address all Core and Special Requirements in order to fulfill the 1998 King County Surface Water Design Manual (KCSWDM) adopted by the City of Tukwila. Drainage review addressing flow control is required since the onsite portion of the project adds more that 5,000 -sgft. of new impervious area to the site. Water quality for on -site improvements is not required because the project is considered a small site per City of Tukwila and follows small site drainage requirements per KCSWDM, Appendix C. Flow control or water quality treatment is not proposed for the improvements in the area of the right -of -way since the project will add less than 5,000-sqft. of new impervious area. Figure 1. TIR Worksheet King County Department of Development and Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET jJECT O PROJECT ENGINE Project Owner Rehabitat NW, Inc. Address 5639 16 «' AVE SW Seattle, WA 98106 Phone 206 - 932 -7355 Project Engineer Peter Paulsen Company PACE Engineers Address /Phone 425 - 827 -2014 Subdivision X Short Subdivision Grading Commercial Other (Boundary Line Adjust.) Community Highline Planning Area Drainage Basin Duwamish River Drainage Basin River Stream Critical Stream Reach Depressions /Swales Lake Steep Slope: Project Name 32 Avenue Short Plat Location Township 23 N Range 4 E Section 15 Project Size 1.2 acre Upstream Drainage Basin Size N/A DFW HPA Shoreline Management COE 404 Rockery DOE Dam Safety Structural Vaults FEMA Floodplain Other X COE Wetlands Floodplain (Middle Fork Snoqualmie) X Wetlands (adjacent to site) Seeps /Springs High Groundwater Table Groundwater Recharge Other Figure 1 - cont. TIR Worksheet Soil Type Slopes See Geotech Report See Geotech Report Additional Sheets Erosion Potential Erosive Velocities REFERENCE ELOPMENT 'TAMi` Additional Sheets Attached UIRE MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Sedimentation Facilities Stabilized Construction Entrance Perimeter Runoff Control Clearing and Grading Restrictions Cover Practices Construction Sequence Other LIMITATION /SITE CONSTRAINT MINIMUM ESC REQUIREMENTS AFTER CONSTRUCTION X Stabilize Exposed Surface X Remove and Restore Temporary ESC Facilities X Clean and Remove All Silt and Debris X Ensure Operation of Permanent Facilities Flag Limits of SAO and open space preservation areas Other Figure 1 - cont. TIR Worksheet Grass Lined Channel X Pipe System Open Channel Dry Pond Wet Pond X Tank Vault Energy Dissapator Wetland Stream Brief Description of System Operation: Stormwater runoff will be collected and conveyed to 48" CMP detention pipe to level 1 flow control criteria, as well as mitigation for the 25 -year storm event. Detained runoff will discharge to a flow spreader system. A two- orifice control structure will be used to regulate discharge from the detention facility. Facility Related Site Limitations Reference Facility Limitation Core Req. #3 Detention Pipe Level 1 Flow Control + mitigation for 25 -year storm Cast in Place Vault X Retaining Wall Rockery > 4' High Structural on Steep Slope Other Infiltration Depression X Flow Dispersal Waiver Regional Detention Method of Analysis KC RTS Compensation /Mitigation of Eliminated Site Storage Provided Onsite X Drainage Easement Access Easement Native Growth Protection Easement X Tract X Other (Wetland Buffer) I or a civil engineer under my supervision has 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 • • Rehabitat Northwest — 32nd AVE S. Short Plat January 2006 — Technical Information Report Page 3 Existing Conditions Existing site conditions used for storm system design analysis were taken from a boundary survey (1991) and a topographic survey (2005) that were prepared by Dobbs, Fox & Associates. Additional information has been collected through two separate site visits (November 2004 and April 2005) and from information taken from King County I- Map. The project site is located in a residential neighborhood. 32 Avenue South is located along the west side of the property. Single - family residences are situated north and south of the site. A larger parcel containing a wetland is located along the east side of the property. Two structures are located on the existing site. A two -story brick house and a detached garage were built in 1940 and are situated approximately in the northwest quarter of the site. A gravel driveway extends east from 32 Avenue South across the approximate center of the site and loops around two large cedar trees before terminating in a graveled parking area southeast of the detached garage. Another gravel driveway extends east from 32 Avenue South near the northwest property corner to approximately the front of the house at which point the gravel driveway ends in a grassy area. Concrete walkways lead from the front of the house to the northerly driveway and from the rear of the building along the garage to the gravel parking area Vegetation between the north property line and the center driveway and between the garage and 32 Avenue South generally consists of grass and several small trees. A large area south of the center driveway appears to have previously been covered with grasses and blackberry bushes. The blackberry bushes have largely been cut down to the ground to allow grasses to grow instead. Approximately the east third of the property is wooded with trees mainly consisting of small to medium size willow trees. The site generally drops from 32 Avenue South west towards the east property line at slopes ranging from 3 -5 %. A bank along the east property line and in the southeast corner of the site provides for a vertical drop of approximately 6 -8 -ft. at slopes greater than 40 %. The bottom of the slope gives way to a relatively flat wetland area on the adjacent property to the east. Site runoff generally sheetflows in an easterly direction toward the slope along the east property line before flowing into the wetland. No existing or working storm drainage structures have been identified onsite. A round, concrete cistern has been located in the slope area in the area of the northeast property corner. There does not appear to be a functioning purpose for the open structure since the larger metal pipe situated above the `cistern' has been nearly completely crushed and is filled with dirt and sediment. Another 2 -3 -ft. diameter wide and 4- 5- ft.deep (to water surface) open hole is located north of the `cistern'. The purpose of the hole is unknown, as no culverts or pipe appear to be entering or exiting it. • • Rehabitat Northwest — 32nd AVE S. Short Plat January 2006 — Technical Information Report Page 4 Proposed Conditions The geotechnical engineering study by Liu & Associates, Inc. (see appendix) identifies onsite soils as glacial till deposits. Medium -dense to very-dense glacial till soils onsite generally underlay approximately 1 to 4.5 -ft. of loose fill and/or topsoil. The geotechnical report states that the glacial till soils underlying the site exhibit moderately to extremely low permeability that provides for perching stormwater infiltrating into the more permeable overlying soils. The steepest slope suggested by the geotechnical engineer shall be 2H:1V in the loose fill and/or topsoil layer. Groundwater was not found in any of the test pits excavated by the geotechnical engineer. A sensitive area search using King County I -Map does not identify any wetland areas or landslide; coal mine, seismic, or erosion hazard areas onsite. The National Wetland Inventory does not show the presence of wetlands on or adjacent to the site. However, the wetland & stream analysis report prepared by B -12 Wetland Consulting, Inc. (see appendix) identifies a wetland with a stream that are located to the east of the subject property. The wetland report classifies the wetland as a Type 2 wetland requiring a typical 50 -ft. buffer from the wetland edge. Although the exact wetland edge was not delineated due to its location on the adjacent property, the 50 -ft buffer would extend onto the subject site due to its proximity to the eastern boundary of the wetland. The stream that is located on the adjacent property is situated further than 50 -ft. away from the east property line of the subject parcel according to the wetland report. The wetland report further states that a stream buffer of 70 -ft. would not extend past the 50 -ft. wetland buffer if the stream were rated as Type I. The existing approximately 1.2 -acre parcel will be redeveloped into five single - family residential lots. The existing house will remain and the existing garage will be removed. The overall project includes the construction of a private driveway, onsite storm drainage faculties, water & sewer services and finally the construction of four additional homes and necessary driveways. Frontage improvements include widening of the existing pavement, a rolled asphalt curb, an asphalt sidewalk and storm drainage improvements. The total project area considered for flow control including on and offsite (frontage) areas that are generally affected by the proposed improvements is approximately 1 -acre. While the edge of the nearby wetland on the adjacent property is slightly further east than the subject site's east property line the owner proposes to provide a 40 -ft. wetland buffer that will extend west from said property line. An additional building footprint setback of 60 -ft. will be located from the east property line. Flow control is required since more than 5,000 -sgft of additional or new impervious area is added onsite. The project will add less than 5,000-sqft of impervious area in the offsite right -of -way area. Water quality treatment is not required. • Rehabitat Northwest — 3d AVE S. Short Plat January 2006 — Technical Information Report Page 5 II. CONDITIONS AND REQUIREMENTS SUMMARY Oil control will not be necessary since the site will be far below the threshold for a high - use site. Spill control is required for the site. A floatable material separator /spill control device will be provided upstream of the proposed detention facility. Conditions and requirements pertaining to surface water management for this project include the Core Requirements and Special Requirements listed in the 1998 King County Surface water Design Manual (KCSWDM) adopted by the City of Tukwila and the November 2003 City of Tukwila Comprehensive Surface Water Management Plan. The following is a summary of the KCSWDM requirements with a discussion of how the applicant proposes to meet each requirement. Core Requirement #1 — Discharge at the Natural Location Under existing conditions, runoff from the project site sheet flows in an easterly direction towards the slope along the east property line and into the adjacent wetland. There exists no defined point discharge location. Under proposed conditions, onsite runoff will be collected by a new catch basin and conveyed by storm drainage pipes into a proposed underground detention pipe for flow control. Stormwater runoff out of the detention facility will be discharged along the east property line via a flow spreader /gravel trench before sheetflowing into the existing wetland along its natural flowpath. Core Requirement #2 — Offsite Analysis A level 1 downstream analysis was conducted on Monday, April 18, 2005 in order to investigate the downstream flowpath, to assess potential offsite drainage impacts associated with development of the project site, and to propose appropriate mitigations of those impacts. The discharge location listed in Core Requirement #1 above was evaluated. See section III of this TIR for a detailed description associated with the downstream drainage system. Core Requirement #3 — Flow Control The onsite portion of the project site subject to flow control as greater than 5,000 -sqft. of new impervious area will be added to the site under proposed conditions. No flow control will be required for the offsite frontage improvements since less than 5,000-sqft. of new impervious area is proposed in the right -of -way. Core Requirement #4 — Conveyance System The conveyance system will be conservatively designed to convey the 100 -year peak flow to ensure that all runoff will be collected onsite and routed through the detention facility and flow spreader in order to prevent concentrated runoff discharging across the steep slope and into the wetland. The rational method, which is a conservative method of estimating peak flows, will be used for conveyance calculations. • Rehabitat Northwest — 32nd AVE S. Short Plat January 2006 — Technical Information Report Page 6 Core Requirement #5 — Erosion and Sediment Control A Temporary Erosion and Sediment Control (TESC) plan is included as part of the engineering plan set. The TESC plan will be developed to comply with requirements of the 1998 KCSWDM. Core Requirement #6 — Maintenance and Operations A Maintenance and Operations Manual for the proposed onsite drainage system and facilities will be added to this report. Core Requirement #7 — Financial Guarantees and Liability The developer, Rehabitat Northwest, Inc. will post financial guarantees and liabilities as required. Core Requirement #8 — Water Quality The site has been evaluated by the City of Tukwila as a small site project and will follow small site requirements in Appendix C of the KCSWDM. The project site will not be required to provide water quality treatment. No treatment is necessary for the frontage improvement area since less than 5,000-sqft. will be added in the right -of -way. Special Requirement #1 — Other Adopted Area - Specific Requirements There are no other adopted area- specific requirements that affect this site. Special Requirement #2 — Floodplain /Floodway Delineation The proposed project site is not within a floodway per King County I -Map. Special Requirement #3 — Flood Protection Facilities This requirement is not applicable as the site is not subject to flooding. Special Requirement #4 — Source Control The proposed project is subject to source control. Special Requirement #5 — Oil Control The proposed project is not considered a high -use site and therefore oil control will not be required. Rehabitat Northwest — 3,nd AVE S. Short Plat January 2006 — Technical Information Report Page 7 III. OFFSITE ANALYSIS — (Core Requirement #2) Level 1 Downstream Analysis Task 1. Study Area Definition and Maps For purposes of tasks 2, 3, 4, and 5, the study area shall extend downstream to a point on the drainage system where the proposed project site constitutes a minimum of 15% of the total tributary drainage area, but not less than 1 /4 mile. The 1.19 -acre Short Plat (Parcel No. 152349 -9101) project site is located at 13330 32 Avenue South in Section. 15, Township 23 North, Range 4 East, West Meridian, in the City of Tukwila, King County, Washington. For general location, see Figure 2, Vicinity Map. The property is zoned Low Density Residential (LDR) by the City of Tukwila. Task 2. Resource Review A resource review was conducted to determine potential problems downstream of the project site. The following is a list of references used in gathering information for the downstream analysis. • Site Survey by Dobbs, Fox & Associates • King County I -MAP Data • Field Inspection completed by PACE, November 2004 and April 2005 Task 3. Field Inspection A Level 1 downstream analysis was conducted in the early afternoon on April 11, 2005. Weather was cloudy and occasional light showers turned to a steady rain at the conclusion of the downstream analysis. The downstream analysis was performed to assess potential offsite drainage impacts associated with development of the project site, and to propose appropriate mitigations of those impacts as necessary. See Fig. 2 for a map of the downstream flowpath. Task 4. Drainage System Description and Problem Descriptions Site runoff generally sheetflows in an easterly direction toward the slope along the east property before flowing into the adjacent wetland to the east. There are no storm drainage structures onsite to collect rainwater. The slope is heavily vegetated with grasses and blackberries. Several willow trees also grow along the slope. Stormwater sheetflows down the slope and travels east through medium dense to dense underbrush before vegetation changes to wetland plants in the flat wetland area east of the subject site property line. Light underbrush consisting of blackberries and a light to medium dense tree cover comprised mainly of willow trees also grow in the wetland area. • Rehabitat Northwest - 32nd AVE S. Short Plat January 2006 — Technical Information Report Page 8 Runoff from the site generally flows towards a small stream that comes from a spring that is situated approximately 50 -ft. east of the subject site's property line roughly between the northeast property corner and the midpoint of the easterly property line. The stream's width varies from roughly 1 -2 -ft. as it flows in an easterly direction through a thicket of blackberries and willow. The depth of the stream is minimal and is generally less than approximately one inch. The watercourse was not followed from where it flows through thick vegetation towards existing private residences that front 34 Avenue South. Information gathered from local residents indicated that the stream supplies a small pond in the rear of one or both properties (Tax Parcel #'s 152304 -9143 and —9253) that are situated east of the subject site and front 34 Avenue South. Runoff flows roughly 100 -ft. east to enter the backyards of the properties. An approximately 1 -ft. wide and deep and about 100 -ft. long ditch along the property line between the above - mentioned lots collects stream runoff or pond overflow and directs water into a roughly 6 -inch culvert that is likely connected to the public storm drainage system consisting of an 18 -inch diameter corrugated metal pipe (CMP) along the west side of 34 Avenue South. While no signs of overtopping had been noticed, local residents indicated that at times water from the ditch spills over into the street. The 18 -inch diameter pipe directs drainage north over a distance of about 60 -ft and into a Type 2 catch basin in the right -of -way near the northeast property corner of Parcel #152304 -9253. A 6" pipe from the west that is situated along the common property line conveys runoff into the catch basin that may be connected to runoff flowing from the wetland to the west. Signs of water seeping out along concrete driveway joints indicate that also subsurface water is currently draining from the wetland west of the residences along 34 Avenue South. Runoff from the above Type 2 catch basin flows north approximately 360 -ft. through 18- inch CMP before entering another Type 2 basin along the west side of the roadway. Stormwater exits the structure to continue to flow north over a distance of about 100 -ft. before entering another manhole. A 24 -inch diameter pipe exits said manhole to direct flow north approximately 140 -ft. and into a Type 2 catch basin near the intersection of South 132 Street and 34 Avenue South. Another 24 -inch pipe enters the manhole from the west. Stormwater now flows east under 34 Avenue South approximately 50 -ft. and discharges runoff into a ditch located along the south side of South 132 Street. No signs of overtopping were observed for the catch basin system in 34th Avenue South. The approximately 4 -5 -ft. deep ditch has a bottom width of 2 -3 -ft. and a top width of roughly 7 -9 -ft. The approximately 100 -ft. long ditch, heavily vegetated with grasses, showed no signs of overtopping or scouring problems and directs runoff east about 40 -ft. via a 24 -inch diameter culvert under a driveway and into a Type 2 catch basin. Stormwater continues to flow south along the south side of South 132 Street in a roughly 80 -ft. long, 24 -inch diameter pipe and enters another Type 2 structure. Water • • Rehabitat Northwest — 32nd AVE S. Short Plat January 2006 — Technical Information Report Page 9 then flows east roughly 50 -ft. under a driveway to discharge into another manhole that connects drainage with the storm drainage system of Pacific Highway South. The drainage eventually enters the Duwamish River. See Fig. 2 for map of downstream flowpath. Task 5. Mitigation of Existing or Potential Problems The project is not expected to create any adverse effects or aggravate any unknown conditions for the downstream system. Proposed Level 2 Flow Control will reduce or match peak existing runoff rates and largely reduce flow durations for generally all storm events up to the 50 -Year event. Peak runoff rates for storms up to and including the 50- year storm will be significantly less or equal to those under existing conditions. Positive flow duration exceedance will be minimized to no more than roughly 9.6 %. The majority of flow durations will be negative. Fig. 2 — Downstream Flowpath • • • Rehabitat Northwest — 32nd AVE S. Short Plat • January 2006 — Technical Information Report Page 10 IV. FLOW CONTROL FACILITY ANLAYSIS AND DESIGN - (Core Requirement #3 & Special Requirement #4) Existing Site Hydrology The existing site is currently developed with an existing residence, a detached garage, two gravel driveways and some concrete walkways. Vegetation between the north property line and the center driveway and between the garage and 32 Avenue South generally consists of grass. A large area south of the center driveway previously consisted of grass and blackberry bushes that have been largely removed or have been cut back. Approximately the east third of the property is wooded with trees mainly consisting of small to medium size cottonwood. The site generally drops from the roadway west towards the east property line at slopes ranging from 3 -5 %. A bank along the east property line and in the southeast corner of the site provides for a vertical drop of approximately 6 -8 -ft. at slopes greater than 40 %. The bottom of the slope gives way to a relatively flat wetland area on the adjacent property to the east. There are no upstream areas that drain across or onto the subject site. Soil Survey mapping for King County is not available for the site. The geotechnical report classifies the onsite soil type as classified as a "till" soil. The regional scale factor (used in computing peak runoff rates) is 1.0 SeaTac. Site runoff generally sheetflows in an easterly direction toward the slope along the east property line before flowing into the wetland. The following table gives the existing condition land use assumptions for the project area. Table 1. Existing Area Spreadsheet Existing Areas (Till Soils) Square Feet Acres Pervious- Pasture 14,201 0.326 Pervious -Grass 13,983 0.321 Impervious 5,924 0.136 Total Area 34,108 0.783 Developed Site Hydrology Under developed conditions the majority of the entire site, with exception of the wetland buffer to be mitigated with new landscaping, will be redeveloped. The existing home will remain and the existing garage will be removed. Four additional homes, including driveways will be constructed. The existing driveway will generally be replaced with a paved access driveway that will be shared by the new lots. The south lot bordering 32 Ave S will access 32 Ave S from a private driveway. Frontage improvements will not drain onto the site and will continue to be collected by the 32 Avenue South storm drainage system. • Rehabitat Northwest — 32nd AVE S. Short Plat January 2006 — Technical Information Report Page 11 Table 2. Developed Area Spreadsheet Developed Areas (Till Soils) Square Feet Acres Pervious — Grass 18,862 0.433 Impervious 15,246 0.350 Total Area 34,108 0.783 Performance Standards: Detention requirements for this site were evaluated using the 1998 King County Surface Water Design Manual (KCSWDM). Core Requirement #3 - Flow Control System: Flow control for the site is required since more than 5,000 -sf of impervious surface to the site. The site is in an area requiring Level 1 flow control. However, the detention facility has been sized to meet Level 1 flow control as well as providing flow control for the 25- year storm event. Flow Control will be provided by 48" CMP detention pipe with a 2- orifice flow control structure. Level 1 Flow Control requires that the facility be designed to set the release rate for the 2 -Year storm at the existing 2 -Year release rate and also the 10 -year storm at the existing 10 -year release rate. For additional mitigation, the proposed detention facility will also be designed to set the release rate for the 25 -Year storm at the existing 25 -Year release rate. Any storm over the 25 -Year storm will go into the overflow riser. The below table identifies the existing and developed runoff rates. Table 3. Peak Runoff Rate Comparison Existing Developed Storm Event (cfs) (cfs) 2 -Year 0.056 0.132 10 -Year 0.093 0.157 25 -Year 0.105 0.176 Stormwater discharges from the proposed vault via a 2 -orifice flow control structure to flow east into a catch basin that is situated 25 feet west of the east property line in the wetland buffer area. From the catch basin stormwater flows south into a 50 -ft. long level flow spreader. The flow spreaders permit runoff to sheet flow at an even depth for a length of 25 feet toward the east property line through dense underbrush planted as part of this project. Stormwater will then sheetflow through existing underbrush located offsite before eventually entering the stream that is located east of the site. • Rehabitat Northwest — 32nd AVE S. Short Plat �f January 2006 — Technical Information Report Page 12 Table 4 below lists the allowable and designed release rates for the proposed detention facility. The detention facility controls the peak flows of the 2 -Year, 10 -Year, and 25- Year storm events to match existing conditions. See Appendix B for stormwater facility calculations. Table 4. Allowable and Designed Release Rates Allowable Designed Storm Event (cfs) (cfs) 2 -Year 0.056 0.056 10 -Year 0.093 0.093 25 -Year 0.105 0.102 Core Requirement #8 - Water Quality System: The project site will not be required to provide stormwater treatment because the site has been evaluated by the City of Tukwila as a small site and follows small site drainage requirements. Special Requirement #4 and #5 — Source and Oil Control: Source control is required for the site. A floatable material separator /spill control device will be provided in the Type 2 catch basin upstream of the connection to the proposed detention facility. • • • Rehabitat Northwest — 32nd AVE S. Short Plat January 2006 — Technical Information Report Page 13 V. CONVEYANCE SYSTEM ANALYSIS & DESIGN (Core Requirement #4) Conveyance capacity will be sized for the 100 -year peak storm event using the rational method to calculate peak flows within each drainage sub - basin. Refer to Appendix B for conveyance capacity calculations. • • Rehabitat Northwest — 32nd AVE S. Short Plat January 2006 — Technical Information Report Page 14 VI. SPECIAL REPORTS AND STUDIES The following reports and special studies have been prepared and included in the Appendix for this project. December 4, 2004 — Geotechnical Engineering Study by LIU & Associates, Inc. January 11, 2005 — Rehabitat Northwest Wetland & Stream Analysis Report by B -12 Wetland Consulting, Inc. • • • Rehabitat Northwest — 32nd AVE S. Short Plat January 2006 — Technical Information Report Page 15 VII. OTHER PERMITS The following is a list of potential permits and approvals associated with the proposed project that may need to be obtained: • Connection to Water: King County Water District No. 125 • Connection to Sewer: Val -Vue Sewer District • Clearing & Grading Permit and Right -of -Way permit: City of Tukwila • NPDES Permit: Washington DOE • • • Rehabitat Northwest — 32nd AVE S. Short Plat • T— January 2006 — Technical Information Report Page 16 VIII. ESC ANALYSIS AND DESIGN (Core Requirement #5) All temporary erosion and sediment control requirements will be designed in accordance with Core Requirement #5 of the 1998 KCSWDM section 1.2.5 Erosion and Sediment Control Standards. These standards prevent or reduce pollution of stormwater runoff caused by construction activities. The Temporary Erosion and Sediment Control Plan will be designed to minimize the amount of sediment -laden runoff that leaves the project site. The proposed site shall be an open excavation type construction. A temporary construction entrance will be placed on the northwest corner of the site. Catch basin inlet protection will be used on existing and future catch basins to reduce sediment -laden water from entering the existing and proposed storm conveyance systems during construction. Silt fencing will be placed along the down slope perimeter of the site to prevent silt -laden runoff from leaving the site. A double -row of silt fencing will protect the downstream wetland construction site runoff. Additional plastic sheeting and sandbags may have to be implemented to reduce erosion of exposed soils on open cut excavation. A temporary sedimentation pond will be utilized for sediment trapping. The sediment pond will be located outside of the wetland buffer and outlet near the east property line. The sediment pond will remain operational until construction is complete and the site is stabilized. All construction debris will promptly be removed from the site to minimize demolition and construction impacts on the site. The contractor shall implement additional Best Management Practices as required and/or recommended by the City inspector during construction to prevent construction debris, waste, material, fuel, oil, lubricants, and other fluids from entering the public right of way and existing downstream storm conveyance system. • • • • Rehabitat Northwest — 32nd AVE S. Short Plat • January 2006 — Technical Information Report Page 17 IX. BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT A Bond Quantities Worksheet and Storm Water Facilities Summary Sheet will be provided before plan approval. No Declaration of Covenant will be filed for this site. • • Rehabitat Northwest — 32nd AVE S. Short Plat January 2006 — Technical Information Report Page 18 X. OPERATIONS AND MAINTENANCE MANUAL (Core Requirement #6) The Appendix `A' "Maintenance Standards for Privately Maintained Drainage Facilities" from the 1998 KCSWDM will be added to provide as the operations and maintenance manual for the drainage facilities proposed for this site. APPENDIX A OPERATIONS AND MAINTENANCE MANUAL APPENDIX A MAINTENANCE STANDARDS FOR PRIVATELY MAINTAINED DRAINAGE FACILITIES • • Maintenance Component Catch Basins NO. 3 - CLOSED DETENTION SYSTEMS (PIPES/TANKS) Defect Storage Area Plugged Air Vents One -half of the cross section of a vent is blocked at any point with debris and sediment Debris and Sediment Joints Between Tank/Pipe Section Tank Pipe Bent Out of Shape Manhole Cover Not in Place Locking Mechanism Not Working Cover Difficult to Remove Ladder Rungs Unsafe • KING COUNTY, WASHINGTON, SUIWE WATER DESIGN MANUAL Conditions When Maintenance is Needed Results Expected When Maintenance Is Performed Accumulated sediment depth exceeds 10% of the diameter of the storage area for 1/2 length of storage vault or any point depth exceeds 15% of diameter. Example: 72 -inch storage tank would require cleaning when sediment reaches depth of 7 inches for more than %2 length of tank. Any crack allowing material to be transported into facility Any part of tank/pipe is bent out of shape more than 10% of it's design shape Cover is missing or only partially in place. Any open manhole requires maintenance. Mechanism cannot be opened by one maintenance person with proper tools. Bolts into frame have less than % inch of thread (may not apply to self - locking lids.) One maintenance person cannot remove lid after applying 801bs of lift. Intent is to keep cover from sealing off access to maintenance. King County Safety Office and /or maintenance person judges that ladder is unsafe due to missing rungs, misalignment, rust, or cracks. See "Catch Basins" Standards No. 5 Vents free of debris and sediment All sediment and debris removed from storage area. All joint between tank /pipe sections are sealed Tank/ pipe repaired or replaced to design. Manhole is closed. Mechanism opens with proper tools. Cover can be removed and reinstalled by one maintenance person. Ladder meets design standards allows maintenance person safe access. See "Catch Basins" Standards No. 5 1998 Surface Water Design Manual 9/1/98 A -1 • APPENDIX A MAINTENANCE STAIORDS FOR PRIVATELY MAINTAINED DRAIN. FACILITIES Maintenance Component General Cleanout Gate • Orifice Plate Overflow Pipe Manhole Catch Basin NO. 4 - CONTROL STRUCTURE/FLOW RESTRICTOR Defect Trash and Debris (Includes Sediment) Structural Damage Damaged or Missing Damaged or Missing Obstructions Obstructions Condition When Maintenance is Needed Distance between debris build -up and bottom of orifice plate is less than 1 -1/2 feet. Structure is not securely attached to manhole wall and outlet pipe structure should support at least 1,000 lbs of up or down pressure. Structure is not in upright position (allow up to 10% from plumb). Connections to outlet pipe are not watertight and show signs of rust. Any holes —other than designed holes —in the structure. Cleanout gate is not watertight or is missing. Gate cannot be moved up and down by one maintenance person. Chain leading to gate is missing or damaged. Gate is rusted over 50% of its surface area. Control device is not working properly due to missing, out of place, or bent orifice plate. Any trash, debris, sediment, or vegetation blocking the plate. Any trash or debris blocking (or having the potential of blocking) the overflow pipe. See "Closed Detention Systems" Standards No. 3 See "Catch Basins" Standards No. 5 Results Expected When Maintenance Is Performed All trash and debris removed. Structure securely attached to wall and outlet pipe. Structure in correct position. Connections to outlet pipe are water tight; structure repaired or replaced and works as designed. Structure has no holes other than designed holes. Gate is watertight and works as designed. Gate moves up and down easily and is watertight. Chain is in place and works as designed. Gate is repaired or replaced to meet design standards.. Plate is in place and works as designed. Plate is free of all obstructions and works as designed. Pipe is free of all obstructions and works as designed. See "Closed Detention Systems' Standards No. 3 See 'Catch Basins" Standards No. 5 9/1/98 1998 Surface Water Design Manual A -2 • • General APPENDIX AIDUNTENANCE STANDARDS FOR PRIVATEL INTAINED DRAINAGE FACILITIES NO. 5 - CATCH BASINS Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is performed Trash & Debris (Includes Sediment) Cracks in Basin Walls/ Bottom Sediment/ Misalignment Trash or debris of more than 1/2 cubic foot which is located immediately in front of the catch basin opening or is blocking capacity of the basin by more than 10% Trash or debris (in the basin) that exceeds 1/3 the depth from the bottom of basin to invert the lowest basin. pipe into or out of the basin. Trash or debris in any inlet or outlet pipe blocking more than 1/3 of its height. Dead animals or vegetation that could generate odors that could cause complaints or dangerous gases (e.g., methane). Deposits of garbage exceeding 1 cubic foot in volume Structure Damage to Corner of frame extends more than 3/4 inch past Frame and /or Top Slab curb face into the street (If applicable). Top slab has holes larger than 2 square inches or cracks wider than 1/4 inch (intent is to make sure all material is running into basin). Frame not sitting flush on top slab, i.e., separation of more than 3/4 inch of the frame from the top slab. Cracks wider than 1/2 inch and longer than 3 feet, any evidence of soil particles entering catch basin through cracks, or maintenance person judges that structure is unsound. Cracks wider than 1/2 inch and longer than 1 foot at the joint of any inlet/ outlet pipe or any evidence of soil particles entering catch basin through cracks. Basin has settled more than 1 inch or has rotated more than 2 inches out of alignment. No Trash or debris located immediately in front of catch basin opening. No trash or debris in the catch Inlet and outlet pipes free of trash or debris. No dead animals or vegetation present within the catch basin. No condition present which would attract or support the breeding of insects or rodents. Frame is even with curb. Top slab is free of holes and cracks. Frame is sitting flush on top slab. Basin replaced or repaired to design standards. No cracks more than 1/4 inch wide at the joint of inlet/outlet pipe. Basin replaced or repaired to design standards. 1998 Surface Water Design Manual 9/1/98 A -3 NO. 5 - CATCH BASINS (CONTINUED) Maintenance Defect Conditions When Maintenance is Needed Results Expected When Component Maintenance is performed Fire Hazard • • APPENDIX A MAINTENANCE STAIII,RDS FOR PRIVATELY MAINTAINED DRAM FACILITIES Ladder Metal Grates (If Applicable) Vegetation Pollution Catch Basin Cover Cover Not in Place Locking Mechanism Not Working Cover Difficult to Remove Ladder Rungs Unsafe Damaged or Missing. Presence of chemicals such as natural gas, oil and gasoline. Vegetation growing across and blocking more than 10% of the basin opening. Vegetation growing in inlet/outlet pipe joints that is more than six inches tall and less than six inches apart. Nonflammable chemicals of more than 1/2 cubic foot per three feet of basin length. Cover is missing or only partially in place. Any open catch basin requires maintenance. Mechanism cannot be opened by on maintenance person with proper tools. Bolts into frame have less than 1/2 inch of thread. One maintenance person cannot remove lid after applying 80 lbs. of lift; intent is keep cover from sealing off access to maintenance. Ladder is unsafe due to missing rungs, misalignment, rust, cracks, or sharp edges. Grate with opening wider than 7/8 inch. Trash and Debris Trash and debris that is blocking more than 20% of grate surface. Grate missing or broken member(s) of the grate. No flammable chemicals present. No vegetation blocking opening to basin. No vegetation or root growth present. No pollution present other than surface film. Catch basin cover is closed Mechanism opens with proper tools. Cover can be removed by one maintenance person. Ladder meets design standards and allows maintenance person safe access. Grate opening meets design standards. Grate free of trash and debris. Grate is in place and meets design standards. 9/1/98 1998 Surface Water Design Manual A -4 • • • Maintenance Components External: Rock Pad NO. 7- Dispersion Trench Internal: Manhole/ Chamber APPENDIX A®AINTENANCE STANDARDS FOR PRIVATEL.INTAINED DRAINAGE FACILITIES ENERGY DISSIPATERS Defect Missing or Moved Rock Pipe Plugged with Sediment Not Discharging Water Properly Perforations Plugged. Water Flows Out Top of "Distributor" Catch Basin. Receiving Area Over - Saturated Wom or Damaged Post. Baffles, Side of Chamber Other Defects Conditions When Maintenance is Needed Results Expected When Maintenance Is Performed. Only one layer of rock exists above native soil in area five square feet or larger, or any exposure of native soil. Accumulated sediment that exceeds 20% of the design depth. Visual evidence of water discharging at concentrated points along trench (normal condition is a "sheet flow" of water along trench). Intent is to prevent erosion damage. Over 1/2 of perforations in pipe are plugged with debris and sediment. Maintenance person observes water flowing out during any storm less than the design storm or its causing or appears likely to cause damage. Water in receiving area is causing or has potential of causing landslide problems. Structure dissipating flow deteriorates to 1/2 or original size or any concentrated worn spot exceeding one square foot which would make structure unsound. See "Catch Basins" Standard No. 5 Replace rocks to design standards. Pipe cleaned/ flushed so that it matches design. Trench must be redesigned or rebuilt to standards. Clean or replace perforated pipe. Facility must be rebuilt or redesigned to standards. No danger of landslides. Replace structure to design standards. See "Catch Basins" Standard No. 5 1998 Surface Water Design Manual 9/1/98 A -5 • APPENDIX A MAINTENANCE STAORDS FOR PRIVATELY MAINTAINED DRAI/1Ik FACILITIES • Maintenance Component Pipes Open Ditches Catch Basins Debris Barriers (e.g., Trash Rack) NO. 10 - CONVEYANCE SYSTEMS (PIPES & DITCHES) Defect Sediment & Debris Vegetation Damaged Trash & Debris Sediment Vegetation Erosion Damage to Slopes Rock Lining Out of Place or Missing (If Applicable). Conditions When Maintenance is Needed Accumulated sediment that exceeds 20% of the diameter of the pipe. Vegetation that reduces free movement of water through pipes. Protective coating is damaged; rust is causing more than 50% deterioration to any part of pipe. Any dent that decreases the cross section area of pipe by more than 20 %. Trash and debris exceeds 1 cubic foot per 1,000 square feet of ditch and slopes. Accumulated sediment that exceeds 20 % of the design depth. Vegetation that reduces free movement of water through ditches. See "Ponds" Standard No. 1 Maintenance person can see native soil beneath the rock lining. See "Catch Basins: Standard No. 5 See "Debris Barriers" Standard No.6 Results Expected When Maintenance is Performed Pipe cleaned of all sediment and debris. All vegetation removed so water flows freely through pipes. Pipe repaired or replaced. Pipe repaired or replaced. Trash and debris cleared from ditches. Ditch cleaned/ flushed of all sediment and debris so that it matches design. Water flows freely through ditches. See "Ponds" Standard No. 1 Replace rocks to design standards. See "Catch Basins" Standard No. 5 See "Debris Barriers" Standard No. 6 9/1/98 1998 Surface Water Design Manual A -6 • Maintenance Component General Road Surface Shoulders and Ditches APPENDIX A•AINTENANCE STANDARDS FOR PRIVATELAKINTAINED DRAINAGE FACILITIES NO. 12 - ACCESS ROADS / EASEMENTS Defect Trash and Debris Blocked Roadway Settlement, Potholes, Mush Spots, Ruts Vegetation in Road Surface Modular Grid Pavement Erosion Damage Weeds and Brush Condition When Maintenance Is Needed Trash and debris exceeds 1 cubic foot per 1,000 square feet i.e., trash and debris would fill up one standards size garbage can. Debris which could damage vehicle tires (glass or metal). Any obstruction which reduces clearance above road surface to less than 14 feet. Any obstruction restricting the access to a 10 to 12 foot width for a distance of more than 12 feet or any point restricting access to less than a 10 foot width. When any surface defect exceeds 6 inches in depth and 6 square feet in area. In general, any surface defect which hinders or prevents maintenance access. Weeds growing in the road surface that are more than 6 inches tall and less than 6 inches tall and Tess than 6 inches apart within a 400 - square foot area. Build -up of sediment mildly contaminated with petroleum hydrocarbons. Erosion within 1 foot of the roadway more than 8 inches wide and 6 inches deep. Weeds and brush exceed 18 inches in height or hinder maintenance access. Results Expected When Maintenance Is Performed Roadway free of debris which could damage tires. Roadway free of debris which could damage tires. Roadway overhead clear to 14 feet high. Obstruction removed to allow at least a 12 foot access. Road surface uniformly smooth with no evidence of settlement, potholes, mush spots, or ruts. Road surface free of weeds taller than 2 inches. Removal of sediment and disposal in keeping with Health Department recommendations for mildly contaminated soils or catch basin sediments. Shoulder free of erosion and matching the surrounding road. Weeds and brush cut to 2 inches in height or cleared in such a way as to allow maintenance access. 1998 Surface Water Design Manual 9/1/98 A -7 APPENDIX B STORMWATER CALCULATIONS PROJECT: 32nd AVE SP PROJECT LOCATION: (Check One) SOIL TYPE: SCS TYPE: C (Circle One) AREAS: PEAK VALUES AND RETURN PERIODS: Rank Return Period Peak (CFS) Rank Retum Period Peak (CFS) 1 100 0.188 1 100 0.303 100 YEAR FLOW = 0.115 2 25 0.105 2 25 0.176 3 10 0.093 3 10 0.157 4 5 0.088 4 5 0.153 5 3 0.087 5 3 0.145 6 2 0.056 6 2 0.132 7 1.3 0.054 7 1.3 0.109 8 1.1 0.043 8 1.1 0.108 50 0.160 50 0.261 First Interval cutoff = 50% of Exist 2 yr flow = 0.028 Iterval size = (exist 50 yr flow - 50% Exist 2yr flow )/ (36 -1) = 0.00377 DETENTION REQUIRED? WATER QUALITY TREATMENT: (Circle One) Req'd? Yes Type? No LANDSLIDE HAZARD DRAINAGE AREA: Filenames used: PROJECT I -ORMATION :/ KQRTS HYDROGRAPH`IIQPUT SHEET predev dev 48pipe rdout X SEATAC LANDSBURG Scale Factor. 1 Existing: Till Forest Acres Developed: Till Forest Acres Till Pasture 0.326 Acres 7711 Pasture Acres 7711 Grass 0.321 Acres Till Grass 0.433 Acres Outwash Forest Acres Outwash Forest Acres Outwash Pasture Acres Outwash Pasture Acres Outwash Grass Acres Outwash Grass Acres Wetland Acres Wetland Acres Impervious 0.136 Acres Impervious 0.350 Acres Bypass: 7711 Forest Acres Total additional impervious surfaces = 0.214 Acres 1711 Pasture Acres = 9322 square feet 7711 Grass Acres Outwash Forest Acres Outwash Pasture Acres Outwash Grass Acres Wetland Acres Impervious Acres 0.783 TOTAL 0.783 TOTAL Existing Developed Yes) No Time Step: (Circle One) LEVEL OF DETENTION: (Circle One) Yes 2 3 DATE: 1/9/2006 Outwash ute Basic Sensitive Lake Date Type: Historic (Circle One) (Reduced Additional Key Info: Water quality treatment is not required per City of Tukwila. Site is considered a "small site and follows small site drainage requirements from King County Strom Drainage Manual. • • Retention /Detention Facility • • Type of Facility: Detention Tank Tank Diameter: 4.00 ft Tank Length: 176. ft Effective Storage Depth: 3.50 ft Stage 0 Elevation: 302.00 ft Storage Volume: 2055. cu. ft Riser Head: 3.50 ft Riser Diameter: 12.00 inches Number of orifices: 2 Full Head Pipe Orifice # Height Diameter Discharge Diameter (ft) (in) (CFS) (in) 1 0.00 1.27 0.082 2 2.50 0.64 0.011 4.0 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation Storage Discharge Percolation (ft) (ft) (cu. ft) (ac -ft) (cfs) (cfs) 0.00 302.00 0. 0.000 0.000 0.00 0.01 302.01 5. 0.000 0.005 0.00 0.03 302.03 14. 0.000 0.007 0.00 0.04 302.04 19. 0.000 0.009 0.00 0.05 302.05 24. 0.001 0.010 0.00 0.07 302.07 34. 0.001 0.011 0.00 0.08 302.08 39. 0.001 0.012 0.00 0.09 302.09 44. 0.001 0.013 0.00 0.11 302.11 54. 0.001 0.014 0.00 0.21 302.21 106. 0.002 0.020 0.00 0.31 302.31 161. 0.004 0.024 0.00 0.41 302.41 219. 0.005 0.028 0.00 0.51 302.51 279. 0.006 0.031 0.00 0.61 302.61 342. 0.008 0.034 0.00 0.71 302.71 406. 0.009 0.037 0.00 0.81 302.81 471. 0.011 0.039 0.00 0.91 302.91 538. 0.012 0.042 0.00 1.01 303.01 606. 0.014 0.044 0.00 1.11 303.11 674. 0.015 0.046 0.00 1.21 303.21 744. 0.017 0.048 0.00 1.31 303.31 814. 0.019 0.050 0.00 1.41 303.41 884. 0.020 0.052 0.00 1.51 303.51 955. 0.022 0.054 0.00 1.61 303.61 1025. 0.024 0.056 0.00 1.71 303.71 1095. 0.025 0.057 0.00 1.81 303.81 1165. 0.027 0.059 0.00 1.91 303.91 1235. 0.028 0.061 0.00 2.01 304.01 1303. 0.030 0.062 0.00 2.11 304.11 1371. 0.031 0.064 0.00 2.21 304.21 1437. 0.033 0.065 0.00 2.31 304.31 1503. 0.034 0.067 0.00 2.41 304.41 1566. 0.036 0.068 0.00 2.50 304.50 1622. 0.037 0.069 0.00 • • • 2.51 304.51 1628. 0.037 0.070 0.00 2.52 304.52 1634. 0.038 0.070 0.00 2.53 304.53 1640. 0.038 0.072 0.00 2.54 304.54 1646. 0.038 0.072 0.00 2.55 304.55 1652. 0.038 0.073 0.00 2.56 304.56 1658. 0.038 0.073 0.00 2.66 304.66 1717. 0.039 0.076 0.00 2.76 304.76 1773. 0.041 0.078 0.00 2.86 304.86 1826. 0.042 0.081 0.00 2.96 304.96 1876. 0.043 0.083 0.00 3.06 305.06 1922. 0.044 0.085 0.00 3.16 305.16 1964. 0.045 0.087 0.00 3.26 305.26 2001. 0.046 0.089 0.00 3.36 305.36 2030. 0.047 0.091 0.00 3.46 305.46 2051. 0.047 0.092 0.00 3.50 305.50 2055. 0.047 0.093 0.00 3.60 305.60 2055. 0.047 0.403 0.00 3.70 305.70 2055. 0.047 0.968 0.00 3.80 305.80 2055. 0.047 1.700 0.00 3.90 305.90 2055. 0.047 2.490 0.00 4.00 306.00 2055. 0.047 2.780 0.00 4.10 306.10 2055. 0.047 3.030 0.00 4.20 306.20 2055. 0.047 3.270 0.00 4.30 306.30 2055. 0.047 3.490 0.00 4.40 306.40 2055. 0.047 3.700 0.00 4.50 306.50 2055. 0.047 3.890 0.00 4.60 306.60 2055. 0.047 4.080 0.00 4.70 306.70 2055. 0.047 4.250 0.00 4.80 306.80 2055. 0.047 4.430 0.00 4.90 306.90 2055. 0.047 4.590 0.00 5.00 307.00 2055. 0.047 4.750 0.00 5.10 307.10 2055. 0.047 4.900 0.00 5.20 307.20 2055. 0.047 .5.050 0.00 5.30 307.30 2055. 0.047 5.190 0.00 5.40 307.40 2055. 0.047 5.330 0.00 5.50 307.50 2055. 0.047 5.470 0.00 Hyd Inflow Outflow Peak Storage Target Calc Stage Elev (Cu -Ft) (Ac -Ft) 1 0.30 * * * * * ** 0.30 3.57 305.57 2055. 0.047 2 0.14 0.10 0.10 3.50 305.50 2055. 0.047 3 0.16 0.09 0.09 3.49 305.49 2054. 0.047 4 0.15 * * * * * ** 0.09 3.48 305.48 2053. 0.047 5 0.18 * * * * * ** 0.08 2.68 304.68 1729. 0.040 6 0.13 0.06 0.06 1.63 303.63 1037. 0.024 7 0.11 * * * * * ** 0.05 1.13 303.13 687. 0.016 8 0.11 * * * * * ** 0.04 0.85 302.85 501. 0.011 Route Time Series through Facility Inflow Time Series File:dev.tsf Outflow Time Series File:rdout Inflow /Outflow Analysis Peak Inflow Discharge: Peak Outflow Discharge: Peak Reservoir Stage: • • 0.304 CFS at 6:00 on Jan 9 in Year 8 0.303 CFS at 7:00 on Jan 9 in Year 8 3.57 Ft • • • Peak Reservoir Elev: 305.57 Ft Peak Reservoir Storage: 2055. Cu -Ft 0.047 Ac -Ft Flow Frequency Analysis Time Series File:rdout.tsf Project Location :Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) (ft) Period 0.102 2 2/09/01 16:00 0.303 3.57 1 100.00 0.990 0.046 7 1/05/02 18:00 0.102 3.50 2 25.00 0.960 0.076 5 2/27/03 10:00 0.093 3.49 3 10.00 0.900 0.040 8 8/23/04 20:00 0.093 3.48 4 5.00 0.800 0.056 6 10/28/04 19:00 0.076 2.68 5 3.00 0.667 0.093 4 1/18/06 21:00 0.056 1.63 6 2.00 0.500 0.093 3 11/24/06 5:00 0.046 1.13 7 1.30 0.231 0.303 1 1/09/08 7:00 0.040 0.85 8 1.10 0.091 Computed Peaks 0.236 3.55 50.00 0.980 • • Flow Frequency Analysis Time Series File:predev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (cFs) 0.088 4 2/09/01 2:00 0.056 6 1/05/02 16:00 0.105 2 2/27/03 7:00 0.043 8 8/26/04 2:00 0.054 7 1/05/05 8:00 0.093 3 1/18/06 16:00 0.087 5 11/24/06 3:00 0.188 1 1/09/08 6:00 Computed Peaks PREDEV.PKS 0.188 0.105 0.093 0.088 0.087 0.056 0.054 0.043 0.160 Page 1 Flow Frequency Analysis - - Peaks - Rank Return Prob (CFS) Period 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 • • • Flow Frequency Analysis Time series File:dev.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates-- - Flow Rate Rank Time of Peak (cFs) 0.145 5 2/09/01 2:00 0.109 7 1/05/02 16:00 0.176 2 2/27/03 7:00 0.108 8 8/26/04 2:00 0.132 6 10/28/04 16:00 0.153 4 1/18/06 16:00 0.157 3 10/26/06 0:00 0.303 1 1/09/08 6:00 Computed Peaks DEV.PKS (CFS) 0.303 0.176 0.157 0.153 0.145 0.132 0.109 0.108 0.261 Page 1 Flow Frequency Analysis - - Peaks - - Rank Return Prob Period 1 100.00 0.990 2 25.00 0.960 3 10.00 0.900 4 5.00 0.800 5 3.00 0.667 6 2.00 0.500 7 1.30 0.231 8 1.10 0.091 50.00 0.980 • • RDOUT.PKS Flow Frequency Analysis Time Series File:rdout.tsf Project Location:Sea -Tac - -- Annual Peak Flow Rates - -- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) (ft) Period 0.102 2 2/09/01 16:00 0.303 3.57 1 100.00 0.990 0.046 7 1/05/02 18:00 0.102 3.50 2 25.00 0.960 0.076 5 2/27/03 10:00 0.093 3.49 3 10.00 0.900 0.040 8 8/23/04 20:00 0.093 3.48 4 5.00 0.800 0.056 6 10/28/04 19:00 0.076 2.68 5 3.00 0.667 0.093 4 1/18/06 21:00 0.056 1.63 6 2.00 0.500 0.093 3 11/24/06 5:00 0.046 1.13 7 1.30 0.231 0.303 1 1/09/08 7:00 0.040 0.85 8 1.10 0.091 Computed Peaks 0.236 3.55 50.00 0.980 Page 1 • PRoJFcT LocgT1o1■1 NIMBIINIM Date: September 23, 2003 • • Mal lei • Map Legend Level 2 Detention Required City Limits s 3 s Not to Scale • u) 13 0 C • cu C O — . 0) v • u) c C MI CD CC {.0 00 ON ON M • w >Oww u -Joao L_rna.0x • `\ • AREA TO DRAIN TOWARD 14,179 -SF TILL PASTURE 13,964 -SF 5,945 -SF TILL GRASS IMPERVIOUS STREET (TYP.) TILL FOREST IN PROPOSED WETLAND BUFFER NOT INCLUDED IN ANALYSIS. SURFACE TYPE COVER WILL REMAIN THE SAME. DRAINAGE WILL NOT BE COLLECTED BY PROPOSED SD SYSTEM. PROJECT _BASIN BOUNDARY FOR ANALYSIS (TYP.) TOTAL AREA: 36,025 -SF SLOPE AREA IN PROPOSED WETLAND BUFFER NOT INCLUDED IN ANALYSIS. SURFACE TYPE COVER WILL REMAIN THE SAME. DRAINAGE WILL NOT BE COLLECTED BY PROPOSED SD SYSTEM. HORI Z. 0 _ 10 0 40 Scale In Feet DESIGNED HPP DRAWN HPP CHECKED PDC SYM REVISION DATE BY APP'D An Enpineennp Services Company 750 Sixth Street South Kirldand, WA 98033 p. 425.827 .2014 1 L 425.827 5043 Civil 1 Structural 1 Planning 1 Survey paceengrs.com REHABITAT NORTHWEST, INC. 5639 16th AVE SW SEATTLE, WA 98106 DATE AUGUST 2005 SCALE 1 "= 40' REHABITAT NORTHWEST 32ND AVE SHORT PLAT EXISTING CONDITION SURFACE COVER JOB NUMBER 05403 SHEET NAME 05403ES1 SHEET1 OF 6 N M ■Lr it :E Lot 5 14,245 SF x • ADDITIONAL PRIVATE DRIVEWAY AREA ASSUMED FOR FLOW CONTROL /WATER QUALITY CALCULATIONS AND NOT CURRENTLY INCLUDED IN SITE PLAN (BY OTHERS) 17,845 —SF TILL GRASS 15,243 —SF IMPERVIOUS j ..__. IG 1 TILL FOREST IN PROPOSED WETLAND BUFFER NOT INCLUDED IN ANALYSIS. SURFACE TYPE COVER WILL REMAIN THE SAME. DRAINAGE WILL NOT BE COLLECTED BY PROPOSED SD SYSTEM. PROJECT —. BOUNDARY FOR ANALYSIS (TYP.) TOTAL AREA: 36,520 —SF SLOPE AREA IN PROPOSED WETLAND BUFFER NOT INCLUDED IN ANALYSIS. SURFACE TYPE COVER WILL REMAIN THE SAME. DRAINAGE WILL NOT BE COLLECTED BY PROPOSED SD SYSTEM. HORI Z. 0 10 20 40 Scale In Feet DESIGNED HPP DRAWN HPP CHECKED PDC SYM REVISION DATE BY APP'D (PACE An Engineering Services Company 750 Sixth Sweet South 10kland, WA 98033 p. 425.827.2014 If 425.827.5043 Civil 1 Structural !Planning 1 Survey paoeengrs.com REHABITAT NORTHWEST, INC. 5639 16th AVE SW SEATTLE, WA 98106 DATE AUGUST 2005 SCALE 1 "= 40 REHABITAT NORTHWEST 32ND AVE SHORT PLAT PROPOSED CONDITION SURFACE COVER JOB NUMBER 05403 SHEET NAME D5403PS1 SHEET1 OF 6 g664', Basin ,Total` : 'Area' , a (Acres) As halt/Concrete - p � , . : : ';: Area (Acres), C =0.9 ,1 Grass ;.v a * ' .Area (Acr C=0. Composite ' C Value CB #1 ; -;0.783 0.350 0.433 :�:0.54. • • • REHABITAT NW INC. 32ND AVE SHORT PLAT Catch Basin Sub -basin Areas and Composite C Value AreaSht.xls 1/9/2006 CONVEYANCE SYSTEM ANALYSIS AND SIZING TABLE USING THE RATIONAL METHOD Location From °•:CB 8• CB 7 • CB 9 DF'I' • To CB 7::••. CB 9 . :':•` 13 2 - Sub Basin Number 8 9 DF T Area (ac) 0.95 0.00 0.00 C 0.54 0.54 0.54 C *A 0.51 0.00 0.00 Sum C *A 0.51 0.51 0.51 (min.) 6.3 6.3 6.3 i(R) 0.82 0.82 0.82 1 (R) 3.27 3.27 3.27 Q(R) 100 -yr OUTFLOW FROM VAULT - -> Q(R) (c_f.s.) 1.68 1.68 1.68 0.30 Pipe (in ), 12 12 12 ;12 Project: REHABITAT NW - 32ND AVE SHORT PI R= 100 yr P(R)= 4.0 Location: TUKWILA Typ n ..0A3.12 0.012 0.012 0.012 Slope (f''`ft ) .0:027 0.026 •••• 0.025 0.048 0(F) (pipe full) 6.36 6.24 6.12 8.48 V (pipe full) 8.10 7.95 7.79 10.80 V (at Q(R)) 6.86 6.60 6.60 5.68 L (ft .) 11.0 11 11.0 51.0 Tt % d/D (min.) Calcs by: JLS Job No: 05403.00 Date: 1/9/2006 Page 1 of 1 APPENDIX C GEOTECHNICAL REPORT Date: December 4, 2004 Prepared for: Rehabitat Northwest, Inc. 5639 - 16 Avenue SW Seattle, WA 98106 By: Liu & Associates, Inc. 19213 Kenlake Place NE Kenmore, WA 98028 GEOTECHNICAL ENGINEERING STUDY 32ND AVENUE SOUTH SHORT PLAT 13330 — 32ND AVENUE SOUTH TUKWILA, WASHINGTON L &A Job No. 4A141 Geotechnical Engineering Mr. Steve Detwiller Rehabitat Northwest, Inc. 5639 16` Avenue SW Seattle, WA 98106 Dear Mr. Detwiller: LIU & ASSOCIATES, INC. Subject: Geotechnical Engineering Study 32 " Avenue Short Plat 13330 - 32 " Avenue South Tukwila, Washington L &A Job No. 4A141 Engineering Geology Earth Science December 4, 2004 1.0 SUMMARY The subject site is about 165 feet wide along 32 " Avenue South by about 278 feet deep. The proposed development for the site is to plat it into 6 lots, with a single - family residence to be constructed on each of Lots 2 through 5, and a stormwater detention pond on Lot 6 located at the northeast corner of the site. The existing house on Lot 1 at . the northwest corner of the site is to remain. Subsurface conditions of the site were explored with 8 backhoe test pits. Medium dense to very dense glacial till soils were found underlying the site at depths from 0.7 to 4.5 feet below the existing grade. Loose fill from 1.0 to 4.5 feet thick was encountered in the interior portion of the site. Conventional footing foundations may be used to support the proposed residential buildings to be constructed on the site. Geotechnical recommendations for grading, erosion and drainage control, site stabilization, the stormwater detention pond, and foundation type and design are presented in this report. 19213 Kenlake Place NE • Kenmore, Washington 98028 Phone (425) 483 -9134 • Fax (425) 486 -2746 December 4, 2004 32 " Avenue Short Plat L &A Job No. 4A141 Page 2 • 2:0 INTRODUCTION 2.1 OVERVIEW The subject property is located at 13330 - 32 " Avenue South in Tukwila, Washington. The parcel number of the property is 1523049101. The property is an irregularly- shaped tract of land, totaling about 1.1 acres. It is bounded by 32 Avenue South to the west, and adjoined by residential developments to north, south and west. The proposed development for the site is to plat it into six lots, with the existing residence on one lot to remain, one new single - family residence to be constructed on each of four lots, and a stormwater detention pond on the sixth lot. Subsurface conditions of the site were explored with backhoe test pits. The type of foundations to be used for supporting the proposed residential buildings is recommended based on the soil conditions encountered by the test pits. 2.2 BACKGROUND The site is situated on a broad, gentle to moderate, easterly to northeasterly declining hillside overlooking the Duwamish River valley. It is located in a predominately residential zone. We are unaware of whether contaminants exist under the site, or whether environmental site assessment had been performed on the site or not. The soils in the test pits, however, were observed to be clean and free of contaminants. 2.3 PURPOSE AND SCOPE OF SERVICES The purpose of this geotechnical engineering study is to explore and characterize the subsurface conditions of the site, perform geotechnical engineering analyses, and provide geotechnical recommendations for grading, erosion and drainage control, and the type, design and construction of foundations for the proposed development. To achieve the above purpose, our scope of services for this study comprises specifically the following: LIU & ASSOCIATES, INC. December 4, 2004 32 " Avenue Short Plat L &A Job No. 4A141 Page 3 • 1 Review the geologic and soil conditions at the property location based on a published geologic map. 2. Explore the subsurface conditions of the site with 8 test pits. 3. Perform necessary geotechnical analyses and provide geotechnical recommendations for grading, erosion and drainage control, and type, design and construction of foundations, based on subsurface conditions encountered in the test pits and results of our geotechnical analyses. 4. Prepare a written report to present our findings, conclusions, and recommendations. 2.4 INVESTIGATIONS SUMMARY Subsurface conditions at the property location were explored on November 12, 2004, with 8 test pits excavated to depths from 4 to 12 feet with a rubber -track backhoe, furnished and operated by Rehabitat Northwest, Inc. Locations of test pits for the proposed four new buildings and the stormwater detention pond were selected by a geotechnical engineer from our office. Representative soil samples from various soil strata were obtained from the test pits and carefully placed into sealed plastic bags for further analyses. 3.0 SITE CONDITIONS 3.1 LOCATION AND SURFACE CONDITIONS The general location of the subject property is shown on Plate 1 - Vicinity Map. It is located in a residential zone, a short distance north - northeast of Seattle- Tacoma International Airport. The site is bounded by 32 " Avenue South to the west and adjoined by residential developments to the north, south and east. LIU & ASSOCIATES, INC. December 4, 2004 32 " Avenue Short Plat L &A Job No. 4A141 Page 4 • • The site is situated on a gentle to moderate, easterly to northeasterly declining slope. The terrain within the site is generally flat to gently sloped, except along its east boundary where it is descending steeply easterly to northeasterly to a natural drainage swale or gulley. An existing one -story building with a concrete -walled basement and a detached garage /work shop currently occupy the middle one third of the northern half of the site. A gravel driveway provides access to the existing building and garage from 32 " Avenue South. The immediate area around the existing residence are landscaped with lawn grass and dotted with mature pine trees. The remaining area of the site is vacant, with ivy and berry covering the majority of the ground and some mature trees scattering near the east property line. 3.2 GEOLOGIC SETTING The Preliminary Geologic Map of Seattle and Vicinity, Washington, by H. H. Waldron, B. A. Liesch, D. R. Mullineaux, and D. R. Crandell, published by U. S. Geological Survey in 1962, was referenced for the geologic and soil conditions at the property location. According to this publication, the surficial soil units at and in the vicinity of the property are mapped as Glacial Till (Qt) deposits. The geology of the Puget Sound Lowland has been modified by the advance and retreat of several glaciers in the past and subsequent deposits and erosion. The latest glacier advanced to the Puget Sound Lowland is referred to as the Vashon Stade of the Fraser Glaciation, which had occurred during the later stage of the Pleistocene Epoch and retreated from the region some 14,500 years ago. The Glacial Till was deposited directly by glacial ice during the most recent glacial period as it advanced over an eroded, irregular surface of older formations and sediments. It is a very dense mixture of unsorted clay, silt, sand, gravel, and scattered cobbles and boulders, often referred to LIU & ASSOCIATES, INC. December 4, 2004 32 " Avenue Short Plat L &A Job No. 4A141 Page 5 • as "hard pan". The Glacial Till over the top two to four feet is normally weathered to a medium - dense state, and is moderately permeable and compressible. The underlying fresh till is very dense and is practically impervious to stormwater infiltration. The fresh till has the strength of low -grade concrete and can stand in a steep natural or cut slope for a long period. If remains undisturbed and well - drained, the fresh till can provide excellent foundation support with little settlement expected. 3.3 SOIL CONDITIONS The approximate locations of the test pits are shown on Plate 2 - Site and Exploration Plan. The test pits were excavated to depths from 4 to 12 feet. Soils encountered in the test pits were visually .classified in general accordance with Unified Soil Classification System, a copy of which is presented on Plate 3. A geotechnical engineer from our office was present on -site during the exploration, who examined the soil and groundwater conditions encountered in the test pits, and completed logs of test pits. The profiles of the soils encountered during subsurface exploration are presented in test pit logs shown on Plates 4 through 7. The test pits encountered about 1 to 4.5 feet of loose fill and/or topsoil mantling the site. The fill andfor topsoil is underlain by glacial till soils of medium -dense to very- dense, light -brown to gray, silty, fine to medium sand with some coarse gravel and occasional cobble, to the depths explored. The glacial till deposit in the upper portion, and occasionally in thinner layers in the lower portion of the explored depths, is weathered to a medium -dense state. The glacial till deposit in most of the lower portion of the explored depths is weakly cemented and very dense. 3.4 GROUNDWATER CONDITION Groundwater was not encountered in any of the test pits. The glacial till soils underlying the site at shallow depths are of moderately to extremely low permeability and would perch the stormwater infiltrating into the more permeable overlying soils. This near - surface perched LIU & ASSOCIATES, INC. • December 4, 2004 32 Avenue Short Plat L &A Job No. 4A141 Page 6 • groundwater may completely dry up in the summer months and accumulate and rise in the wet winter months. The depth to and the amount of perched groundwater may fluctuate seasonally, depending on precipitation, surface runoff, ground vegetation cover, site utilization, and other factors. 3.5 SUBSURFACE CONTAMINATION No contaminants or materials suspected of contaminants were observed on the surface of the site or encountered in the test pits below the site. 4.0 DISCUSSION AND CONCLUSIONS Based on the sail conditions encountered in our subsurface explorations, it is our opinion that the site is suitable for the proposed development from the geotechnical engineering viewpoint. The proposed new single - family residential buildings may be supported by conventional footing foundations bearing on or into the light -brown to gray glacial till soils of dense to very- dense, silty sand deposits. The glacial till deposits are quite stable and the potential of geologic hazards of the site underlain by competent till soils at shallow depths should be minimal. The site should remain stable during construction and following completion of the proposed development if the recommendations in this report are closely adhered to. Structural fill, if required for site grading, should be placed 011 compacted and proof - rolled, unyielding, undisturbed, firm, native soils, following the stripping of the surficial unsuitable soils. To facilitate grading and construction work, storm runoff and perched groundwater, if encountered, should be intercepted and drained into a storm sewer or a suitable stormwater disposal facility. LIU & ASSOCIATES, INC. , December 4, 2004 32 " Avenue Short Plat L &A Job No. 4A141 Page 7 • 4.1 SLOPE STABILITY There are no signs of recent soil movements or groundwater seepage or soil erosion within the site. The site is underlain by dense to very-dense glacial till soils of moderately high to high shear strength at shallow depths. These competent soils combined with the generally gentle to moderate terrain within the site should make the potential minimal for deep- seated landslides to occur on the s &te. To mitigate potential shallow, skin -type mudflows within the steeper portion of the site, the vegetation cover within the site beyond construction limits should be maintained, concentrated stormwater should not be discharged onto the ground within the site or its adjoining properties, and spoil soils and yardwaste should not be disposed of onto the slopes within the site. 4.2 SEISMIC CONSIDERATIONS The site is underlain at shallow depths by dense to very-dense glacial till soils of moderately high to high shear strength. The existence of these underlying competent soils and the lack of static groundwater table at shallow depths under the site should make it rather unlikely for such seismic hazards as liquefaction and soil lateral spreading to occur on the site. The proposed new residential buildings, however, should be designed for seismic forces induced by strong earthquakes. Based on the soil conditions encountered by the test pits, the site should be classified as Seismic Use Group I and Site Class D corresponding to a Seismic Design Category "D" in the design of the proposed buildings, in accordance with the 2003 International Building Code (IBC). 4.3 SITE WORK Site preparation should include clearing and grubbing of the surface vegetation within construction limits. The ground within the building footprints should be excavated down to dense to very-dense glacial till soils. The exposed soils should be compacted to a non - yielding state with a viSratory mechanical compactor. Localized soft, organic spots within the building LIU & ASSOCIATES, INC. December 4, 2004 32 Avenue Short Plat L &A Job No. 4A141 Page 8 Not applicable. 4.5 ROCKERIES Not applicable. footprint should be excavated down to firm bearing soils and the voids backfilled with structural fill with sufficient compaction to a non - yielding state. Storm runoff should be intercepted with ditches or curtain drains and conveyed to a temporary storage pond from which the upper clear water to be pumped and released into a public storm sewer line. A silt fence should be installed along the downhill boundaries of the site to prevent sediments being transported onto adjacent properties or the street. 4.4 RETAINING STRUCTURES 4.6 FOUNDATION SUPPORT Conventional footing foundations bearing on or into the underlying dense to very-dense glacial till deposits or on structural fill placed over these competent soils may be used to support the proposed buildings. Water should not be allowed to accumulate in the excavated footprints of the buildings. Disturbed soils in footing trenches should be completely removed or adequately re- compacted to a non - yielding state. A 4 -to -6 -inch layer of 2- inch -minus crush rock should be placed over the footing bearing soils, as required, to protect the integrity of the footing bearing soils from disturbance by construction traffic. If the above recommendations are followed, our recommended design criteria for the conventional spread foo ing foundations are as follows: • Allowable soil bearing pressure for the above footing foundations, including the most critical load combinations, should be no greater than 2,500 psf. The footing bearing soils LIU & ASSOCIATES, INC. December 4, 2004 32 °a Avenue Short Plat L &A Job No. 4A141 Page 9 • should be verified on -site by a geotechnical engineer after the footing trenches have been excavated and before the footings are poured. • The minimum depth to the bottoms of the perimeter footings below adjacent final exterior grade should be no less than 18 inches. The minimum depth to the bottoms of the interior footings below top of floor slab should be no less than 12 inches. • The widths of footing foundations should be determined based on the total loads they support and the above recommended allowable soil bearing pressure. The minimum width, however, should be no less than 16 inches for continuous footings and no less than 24 inches for individual footings. 5.0 RECOMMENDATIONS 5.1 SITE GRADING AND EARTH WORK Site preparation should include clearing and grubbing within construction limits. The surficial fill, topsoil, and loose sandy soils and unsuitable soils in the root zone should be stripped. The exposed surface should be compacted to a non - yielding state using a vibratory mechanical compactor. Storm runoff, if any, should be directed away with ditches or curtain drains from the construction area ire a manner to minimize erosion during construction. The on -site, surficial loose sandy deposits are sensitive to moisture. A layer of quarry spalls may be placed over the excavated areas and areas of frequent traffic, as required, to protect the subgrade soils from disturbance by construction activities. 5.2 EXCAVATION SLOPES Under no circumstance should excavation slopes be steeper than the limits specified by local, state and federal safety regulations if workers have to perform construction work in excavated areas. Unsupported temporary cuts greater than 4 feet deep should be no steeper than 1H:1V in LIU & ASSOCIATES, INC. December 4, 2004 32 " Avenue Short Plat L &A Job No. 4A141 Page 10 the surficial fill, topsoil and medium -dense weathered glacial till soils, and no steeper than 1 /2H:1 V in the dense to very-dense fresh glacial till soils. Permanent cut banks, except for the stormwater detention pond, should be no steeper than 2H:1V in the surficial fill, topsoil and weathered medium -dense glacial till soils, and no steeper than 1-3/4H:1V in the underlying dense to very-dense fresh glacial till. The soil units and the stability of cut slopes should be observed and verified by a geotechnical engineer during excavation. The above recommended cut slopes are based on the assumption that groundwater seepage will not be encountered. If encountered, the construction should be immediately halted and we be informed immediately to re- evaluate the slope stability. The slopes may need to be flattened and/or other m°asures taken to stabilize the slopes. Surface runoff should not be allowed to flow randomly over the crests of cut slopes. Permanent cut slopes should be seeded and re- vegetated as soon as possible and covered with plastic sheets, as required, until the vegetation is fully established. Our recommendations for cut slopes of the stormwater detention pond is presented in 5.12 DETENTION POND section of this report. 5.3 STRUCTURAL FILL Structural fill is the fill that supports structural or traffic loads. Structural fill should consist of clean soils with particles not larger than 4 inches and should be free . of organic and other deleterious substances. Structural fill should have the moisture content within 2 percent of its optimal moisture content at the time of placement. The optimal moisture content is the water content in the soil that enables the soil to be compacted to the highest dry density for a given compaction effort. The on -site clean silty sand soils may be used for structural fill if their moisture content can be controlled to close to their optimal water content at the time of placement. Imported material to be used as structural fill, should be clean, free - draining, granular soils containing no more than 5 percent by weight finer than the No. 200 sieve based on LIU & ASSOCIATES, INC. December 4, 2004 32 Avenue Short Plat L &A Job No. 4A141 Page 11 the fraction of the material passing No. 4 sieve, and should have individual particles no larger than 4 inches. Structural fill should be placed in lifts no more than. 10 inches thick in loose state, with each lift compacted to a minimum percentage of the maximum dry density determined by ASTM D1557 (Modified Proctor Method) as follows: Applications % of Maximum Dry Density Within footprints of the building lots 95% Foundation wall backfill 95% for top 2 feet and 90% below Roadway /driveway subgrade 95% for top 3 feet and 90% below Utility trench backfill 95% for top 4 feet and 90% below 5.4 TEMPORARY SHORING AND RETAINING WALLS Not applicable. 5.5 ROCKERIES Not applicable. Not applicable. 5.6 REINFORCED SOIL STRUCTURES 5.7 FOUNDATION AND RETAINING WALLS Foundation walls restrained at the top from movement and rotation are considered unyielding and should be designed for a lateral soil pressure under the at -rest condition. Retaining walls unrestrained at the top from movement and rotation should be designed for active soil pressure. LIU & ASSOCIATES, INC. ■ December 4, 2004 32 Avenue Short Plat L &A Job No. 4A141 Page 12 • We recommend that an at -rest soil pressure of 45 pcf equivalent fluid density (EFD) be used for the design of foundation walls, and an active soil pressure of 35 pcf EFD for the design of retaining walls. The above soil parameters are based on a fully drained. condition of the wall backfill. A minimum factor of safety of 1.5 should be applied in the design of these walls against sliding and overturning failures. Lateral loads can be'res:sted by the friction force between the foundations and the subgrade soils or the passive soil pressure acting on the below -grade portion of the foundations. For the latter, the foundations must be poured "neat" against undisturbed soils or backfilled with a clean, free - draining, structural fill with proper compaction. We recommend that an equivalent fluid density (EFD) of 350 pcf (pounds per cubic foot) for the passive soil pressure may be used for lateral resistance. The above passive pressure assumes that the backfill is level or inclines upward behind the foundations for a horizontal distance at least twice the depth of the foundations below final grade. A coefficient of friction of 0.45 may be used to account for the friction force between the foundations and subgrade soils. The above recommended passive soil pressure is an unfactored ultimate value, and a proper factor of safety should be used in calculating the lateral resistance. When the alternative basic load combinations are used in the design, a one -third increase in soil allowable pressures may be applied to all load combinations including wind and seismic loads. A vertical drainage blanket consisting of at least 12- inch -thick free - draining pea gravel or washed gravel should be placed behind the foundation or retaining walls to prevent accumulation of groundwater and buildup of hydrostatic pressure against the walls. The top 18 inches of the backfill may consist of compacted, on -site soils. The remaining backfill of the walls should consist of structural fill. The backfill material for the foundation or retaining walls should be compacted with a hand - operated compactor. Use of heavy compaction equipment should not be allowed within a horizontal distance of the walls equal to the wall height. A 4 -inch perforated LIU & ASSOCIATES, INC. December 4, 2004 32 Avenue Short Plat L &A Job No. 4A141 Page 13 • PVC footing drain pipe, as recommended in 5.11 DRAINAGE CONTROL section of this report, should be provided for the walls. The drain lines should be hydraulically connected to the drainage blanket behind the walls. 5.8 ON - GRADE FLOORS . Slab -on -grade floor, if used for the building, should be placed on firm subgrade prepared as addressed in the 5.1 SITE GRADING AND EARTH WORK, 4.3 SITE WORK and 5.3 STRUCTURAL FILL sections of this report. Where moisture control is critical, the slab -on- grade floor should be constructed on a capillary break placed over compacted subgrade soils. The capillary break should consist of a minimum 4 -inch -thick layer of clean, free - draining, 7/8- inch -minus crushed rock containing no more than 3 percent by weight passing the No. 4 sieve. We recommend that a vapor barrier, such as a 6 -mil plastic membrane, be placed over the capillary break to keep moisture from migrating upwards. 5.9 PAVEMENTS Performance of driveway pavement is critically related to the conditions of the underlying subgrade. We recommend that the subgrade soils within the driveway be treated and prepared as described in 5.1 SITE GRADING AND EARTH WORTS and 4.3 SITE WORK sections of this report. Prior to placing base material, the subgrade soils should be compacted to a non - yielding state with a vibratory roller compactor and proof - rolled with heavy construction equipment, such as a fully- loaded dump truck. Any areas with excessive weaving or deflection should be over - excavated and re- compacted, or replaced with structural fill in accordance with the recommendations provided in 5.3 STRUCTURAL FILL section of this report. The driveway pavement should be composed of 4- inch - minimum concrete poured over 4 inches of compacted base of 7/8 -inch crushed rock. Alternatively, a 3- inch -thick asphalt treated base (ATB) and 2- inch -thick Class B asphalt concrete (AC) may be placed over 4 inches of the above compacted crushed rock base. LIU & ASSOCIATES, INC. December 4, 2004 32 Avenue Short Plat L &A Job No. 4A141 Page 14 • 5.10 UTILITIES Excavation slopes for utility trenches should be in compliance with our recommendations under 5.2 EXCAVATION SLOPES section. Vertical trenches more than 4 feet deep should be shored with trench blocks. Utility trenches should be backfilled with structural fill and adequately compacted in accordance with the recommendations in 5.3 STRUCTURAL FILL section. 5.11 DRAINAGE CONTROL 5.11.1 Building Footprint Excavation If groundwater is encountered during excavation of the building footprints, the bottom of the excavation should be sloped and ditches excavated along the bases of the cut slopes to direct collected groundwater into a sump pit from which water can be pumped out of the building footprint excavation. A 4 -to -6 -inch layer of 2- inch -minus crushed rock should be placed over subgrade soils, as required, to protect the footing bearing soils and to provide a working surface. 5.11.2 Surface Drainage Final grades should allow storm runoff to be drained away from the building. We recommend the unpaved finish ground be sloped at a minimnum gradient of 3 percent for a distance of at least 10 feet away from the building. Roof runoff should be collected by an underground drain line system. Runoff over the pavements should be captured by catch basins. Collected water by the underground drain line systems and catch basins should be tightlined to drain into a storm sewer or a suitable stormwater disposal facility. 5.11.3 Building Footing Drains A subdrain should be installed around the perimeter footings of the proposed buildings to minimize accumulation of groundwater under the buildings. The subdrains should consist of a 4- LIU & ASSOCIATES, INC. December 4, 2004 32 " Avenue Short Plat L &A Job No. 4A141 Page 15 inch- minimum - diameter, perforated, rigid, drain pipes, laid a few inches below the bottom of perimeter footings as shown on Plate 8 - Typical Footing and Wall Drain. The trenches. and the drain lines should have a sufficient gradient to generate flow by gravity. The drain lines should be embedded in washed gravel completely wrapped in non -woven filter fabric within about 12 inches to finish grade. The remaining portion of the trench may be backfilled with on -site impervious soils. Water collected by the perimeter footing subdrain systems should be tightlined, separately from the roof and surface stormwater drain systems, to discharge into a storm sewer or a suitable stormwater disposal facility. 5.12 DETENTION POND The permanent cut slopes of the stormwater detention pond to be located on Lot 6 should be no steeper than 3H:1 V. The cut slopes should be seeded and re- vegetated as soon as possible and covered with plastic sheets, as required, until the vegetation is fully developed. The top of the cut slopes should be setback at least 10 feet to the crest of the adjacent natural swale or gulley. 5.13 HAZARDS • See recommendations provided in 4.1 SLOPE STABILITY and 4.2 . SEISMIC CONSIDERATIONS sections for mitigation of potential geologic hazards. 5.14 BUILDING SETBACK The purpose of building setback from the top or toe of a slope is to establish a buffer zone between a structure and a slope, such that if a slope failure should occur, the damages to the structure can be minimized Similarly, if a building is to be constructed on a slope, the building should have adequate setback from an overly steep portion of the slope. In general, the greater the setback, the lower the risk for the structure to sustain damages from a slope failure. Municipalities also use buffer and setback to minimize potential disturbance to critical or sensitive areas, in addition to mitigate potential damages to the proposed developments. LIU & ASSOCIATES, INC. December 4, 2004 32 Avenue Short Plat L &A Job No. 4A141 Page 16 • The building to be constructed on Lot 5 will be adjacent to the steep slope of the drainage Swale to the east. We recommend that this building be set back at least 20 feet from the crest of the steep slope. 6.0 LIMITATIONS This report has been prepared for the specific application to this project for the exclusive use by Rehabitat Northwest, Inc. and their associates, representatives, consultants and contractors. We recommend that this report, in its entirety, be included in the project contract documents for the information of the prospective contractors for their estimating and bidding purposes. The conclusions and interpretations in this report, however, should not be construed as a warranty of the subsurface conditions. The scope of this study does not include services related to construction safety precautions and our recommendations are not intended to direct the contractor's methods, techniques, sequences or procedures, except as specifically described in this report for design considerations. Our recommendations and conclusions are based on soil conditions encountered in the test pits, our engineering analyses, and our experience and engineering judgment. The 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. No warranty, expressed or implied, is made. The subsurface conditions encountered in the test pits may vary from those actually encountered during construction. The nature and extent of such variations may not become evident until construction starts. If variations appear then, we should be retained to re- evaluate the recommendations of this report, and to verify or modify them in writing prior to proceeding further with construction. LIU & ASSOCIATES, INC. December 4, 2004 32 Avenue Short Plat • L &A Job No. 4A141 Page 17 • recommendations of this report, and to verify or modify them in writing prior to proceeding further with construction. PLATES AND ILLUSTRATIONS 1. Vicinity Map 2. Site and Exploration Plan 3. Unified Soil Classification System 4, 5, 6 and 7 — Test Pit Logs 8. Typical Footing and Wall Drain 7.0 CLOSURE We are pleased to be of service to you on this project. Please call if you have any questions regarding this report or need further consultation. LIU & ASSOCIATES, INC. Yours very truly, LIU & ASSOCIATES, INC. Joseph Wu, P.E. Consulting Geotechnical Engineer De. rrt 16TH 0 W 2 0 J m w V m c Z 0 Z m C') C Z D G 2 Z z • m O 0 Z c 2 H • 141E zs� R lse9ER N AV S 20TH AV ~ AV' -I AV TP'l- LoT 3 - &A LOT LIU & ASSOCIATES, INC. • Geotechnical Engineering Engineering Geology • Earth Science 32" 4VENUE SouTH TP- LoT 5 TI'6 4 -11 SCALE : 1 50' SITE AND EXPLORATION PLAN 32ND AVENUE SHORT PLAT 13330 - 32ND AVENUE SOUTH TUKWILA, WASHINGTON JOB NO. 4A141 I DATE 11/23/04 I PLATE 2 UNIFIED SOIL CLASSIFICATION SYSTEM (USCS) MAIN DIVISIONS COARSE - GRAINED SOILS MORE THAN 50% RETAINED ON THE NO. 200 SIEVE FINE - GRAINED SOILS MORE THAN 50% PASSING THE NO. 200 SIEVE GRAVEL MORE THAN 50% OF COARSE FRACTION RETAINED ON THE NO. 4 SIEVE SAND MORE THAN 50% OF COARSE FRACTION PASSING PASSING NO. 4 SIEVE SILT AND CLAY LIQUID LIMIT LESS THAN 50% SILT AND CLAY LIQUID LIMIT 50% OR MORE CLEAN GRAVEL GRAVEL WITH FINES CLEAN SAND SAND WITH FINES INORGANIC ORGANIC INORGANIC ORGANIC HIGHLY ORGANIC SOILS LIU & ASSOCIATES, INC. Geotechnical Engineering • Engineering Geology • Earth Science GROUP SYMBOL GW GP GM GC SW SP SM SC . ML CL OL MH CH 011 PT JOB NO. 4A141 GROUP NAME WELL- GRADED GRAVEL, FINE TO COARSE GRAVEL POORLY - GRADED GRAVEL SILTY GRAVEL CLAYEY GRAVEL WELL- GRADED SAND, FINE TO COARSE SAND POORLY - GRADED SAND SILTY SAND CLAYEY SAND SILT LEAN CLAY ORGANIC SILT, ORGANIC CLAY SILT OF HIGH PLASTICITY, ELASTIC SILT CLAY OF HIGH PLASTICITY, FAT CLAY ORGANIC SILT, ORGANIC CLAY PEAT NOTE: SOIL MOISTURE INDICATORS: 1. FIELD CLASSIFICATION BASED ON VISUAL EXAMINATION OF DRY - ABSENCE OF MOISTURE, DUSTY, DRY TO SOIL IN GENERAL ACCORDANCE WITH ASTM D2488. THE TOUCH. 2. SOIL CLASSIFICATION USING LABORATORY TESTS IS BASED SLIGHTLY MOIST - TRACE MOISTURE, NOT DUSTY. ON ASTM D2487. MOIST - DAMP, BUT NO VISUAL WATER. 3. DESCRIPTIONS OF SOIL DENSITY OR CONSISTENCY ARE VERY MOIST - VERY DAMP, MOISTURE FELT TO BASED ON INTERPRETATION OF BLOW -COUNT DATA, THE TOUCH. VISUAL APPEARANCE OF SOILS, AND /OR TEST DATA. WET - VISUAL FREE WATER OR SATURATED, USUALLY SOIL IS OBTAINED FROM BELOW WATER TABLE. USCS CHART 32ND AVENUE SHORT PLAT 13330 - 32ND AVENUE SOUTH TUKWILA, WASHINGTON DATE 11/23/04 PLATE 3 Depth 10 Logged By: JW S M USCS SM SM SP S M Logged By: JW USCS SM TEST PIT NO. 1 Date: 11/12/2004 Ground Elev. Soil Description Natural grass, berry, and ivy. Dark brown, silty, fine SAND, some coarse gravel, trace organic, some fine roots, loose, moist (TOPSOIL) Light brown. silty, fine SAND, some coarse gravel, occasional cobble, medium dense to dense, slightly moist' (GLACIAL TILL) - weakly cemented, trace brown iron stains, dense. Gray, fine SAND, trace brown silty fine sand, some brown iron stains, medium dense, moist Light brown, silty, fine SAND, some coarse gravel, occasional cobble, dense, moist (GLACIAL TILL) Test pit terminated @ 12.0 ft, no groundwater seepage encountered. TEST PIT NO. 2 Date: 11/12/2004 Ground Elev. Soil Description Natural grass, berry, and ivy. Brown, silty, fine SAND, some coarse gravel, loose, slightly moist. (FILL) Dark brown, silty, fine SAND, some coarse gravel, trace organic, some fine roots, loose, moist (RELIC TOPSOIL) Light brown, silty, fine SAND, some coarse gravel, occasional cobble, medium dense to dense, slightly moist (GLACIAL TILL) Gray, silty, fine SAND, weakly cemente very en se, moist. (GLACIAL TILL) Test pit hits refusal @ 7.5 ft, no groundwater seepage encountered. LEGEND: SS - 2" O.D. Split -Spoon Sample ST - 3" O.D. Shelby -Tube Sample B - Bulk Sample LIU & ASSOCIATES, INC. Geotechnical Engineering • Engineering Geology • Earth Science GROUNDWATER: LJ Seal Water Level Sample Type Sample Type B N N Observation Well Tip (N) Blows/ ft. (N) Blows/ ft. W 0 TEST PIT LOGS 32ND AVENUE SHORT PLAT 13330 - 32ND AVENUE SOUTH TUKWILA_ WASHINrTMI Other Test Other Test 10 10 Depth Depth Logged By: JW USCS SM SM SM SM S M TEST PIT NO. 4 Logged By: JW Date: 11/12/2004 USCS SM SM SM • • Date: 11/12/2004 Ground Elev. Soil Description Natural grass, berry, and ivy. Dark brown, silty, fine SAND, some coarse gravel, trace organic, louse, moist (TOPSOIL) Light brown, silty, fine SAND, trace coarse gravel, loose, moist (FILL) Tan brown, silty, fine SAND, brick fragments, rusty pipe, loose, moist. (FILL) Light brown, silty, fine SAND, some coarse gravel, occasional cobble, medium dense to dense, slightly moist. (GLACIAL TILL) Gray, silty, fine SAND, dense, moist (GLACIAL TILL) Test oit terminated @ 9.0 ft, no groundwater seepage encountered. Soil Description TEST PIT NO. 3 Natural grass, berry, and ivy. Dark brown, silty, fine SAND, some coarse gravel, trace organic, plant roots, loose, moist. (TOPSOIL) Light brown, silty, fine to medium SAND, trace coarse gravel, medium dense to dense, slightly moist (GLACIAL TILL) - trace brown iron stains. Gray, silty, fine SAND, trace fine gravel, very dense, moist (GLACIAL TILL) Test pit terminated @ 7.5 ft, no groundwater seepage encountered. LEGEND: SS - 2' C.D. Split -Spoon Sample GROUNDWATER: ST - 3" 0. D. Shelby -Tube Sample Water Level .B - Bulk Sample Seal Sample Type Sample Type N N Observation Well Tip (N) Blows/ ft. (N) Blows/ ft. 0 W Ground Elev. LILT & ASSOCIATES, INC. TEST PIT LOGS 32ND AVENUE SHORT PLAT 13330 - 32ND AVENUE SOUTH Geotechnical Engineering • Engineering Geology • Earth Science TUKWILA, WASHINGTON 1 Nn AA1A•1 nwrr Other Test Other Test 10 Depth 10 Depth Logged By: JW USCS SM S M -� SM Logged By: JW USCS SM SM SM • • TEST PIT NO. 5 Date: 11/12/2004 Ground Elev. Soil Description Natural grass, berry, and ivy. Brown, silty, fine SAND, rusty metal parts, loose, moist. (FILL) Light brown, silty, fine SAND, some coarse gravel, occasional cobble, medium dense to dense, slightly moist. (GLACIAL TILL) Gray, silty, fine SAND, very dense, o t. (GLACIAL TILL) r Test pit hits refusal @ 4.0 ft, no groundwater seepage encountered. TEST PIT NO. 6 Date: 11/12/2004 Ground Elev. Soil Description Natural grass, berry, and ivy. Brown, silty, fine SAND, concrete rubble, loose, moist. (FILL) Light brown, silty, fine SAND, trace coarse gravel, medium dense to dense, slightly moist. (GLACIAL TILL) Gray, silty, fine SAND, trace fine gravel, weakly cemented, very dense, moist (GLACIAL TILL) - some rock fragments. Test pit hits refusal @ 7.0 ft, no groundwater seepage encountered. LEGEND: SS - 2" O -D. Split -Spoon Sample ST - 3" 0.D. Shelby -Tube Sample B - Bulk Sample LIU & ASSOCIATES, INC. Geotechnical Engineering - Engineering Geology - Earth Science GROUNDWATER: LJ Seal Water Level Sample Type B B PROJ. NO. 4A141 Sample Type N N Observation Well Tip (N) Blows/ ft. (N) Blows/ ft. W TEST PIT LOGS 32ND AVENUE SHORT PLAT 13330 - 32ND AVENUE SOUTH TUKWILA, WASHINGTON Other Test Other Test 1 IlATF 11 HvMMA I MI ATr o 10 Depth Logged By: JW U S M SM Logged By: LEGEND: SS - 2" O.D. Split -Spoon Sample ST - 3" O.D. Shelby -Tube Sample B - Bulk Sample • Date: 11/12/2004 Ground Elev. Soil Description Natural grass, berry, and ivy. Brown, silty, fine SAND, loose, moist. (FILL) Light brown, silty; fine SAND, some coarse gravel, occasional cobble, medium dense to dense, slightly moist. (GLACIAL TILL) - weakly cemented, some cobble, very dense. TEST PIT NO. 7 Test pit hits refusal @ 5.0 ft, no groundwater seepage encountered. JW LIU & ASSOCIATES, INC. Geotechnical Engineering • Engineering Geology • Earth Science TEST PIT NO. 8 Date: 11/12/2004 GROUNDWATER: Water Level i Seal Sample Type N Observation Well Tip PROJ. NO 4A141 I neT F= (N) Blows/ ft. W 0 Ground Elev. 11 11' f -f,,',., 1.,t 1 rte TEST PIT LOGS 32ND AVENUE SHORT PLAT 13330 - 32ND AVENUE SOUTH TUKWILA, WASHINGTON Other Test Depth ft. 5 10 USCS SM SM Soil Description Natural grass, berry, and ivy. Brown, silty, fine SAND, loose, moist (FILL) Light brown, silty, fine SAND, some coarse gravel, occasional cobble, medium dense to dense, slightly moist (GLACIAL TILL) - weakly cemented, some coarse gravel, very dense. Test pit hits refusal @ 4.0 ft, no groundwater seepage encountered. Sample Type No. (N) Blows/ ft. W Other Test 18" Max Relatively Impermeable On -Site Soils Slope to Drain Non -Woven Filter Fabric Mirafi 140N or Equivalent Structural Fill 2" -Minus Washed Rock 4- inch - Diameter Min., Perforated, PVC Drain Pipe with Positive Gradient to Discharge Not to Scale 12" Min. • Foundation Wall Drainage Blanket Bituminous or Polymer Waterproof Coating Slab Notes: 1. The drainage blanket should consist of a clean, free - draining, granular material, containing no more than 3 percent by weight of fines passing the No. 200 sieve, based on the fraction passing the No. 4 sieve. 2. Structural fill should be placed in lifts no more than 10 inches thick in loose state, and be compacted within 1 percent of its optimal moisture content to attain the maximum dry density determined by ASTM D1557 (Modified Proctor Method). 3. The top 2 feet of structural fill should be compacted to at least 95 percent of its optimal dry density, and 90 percent for the remaining area. 4. The PVC drain pipe should conform to the specifications of ASTM D2665, Schedule 40. 5. The capillary break should consist of a minimum 4" -thick layer of free - draining gravel or crushed rock containing no more than 5 percent by weight passing the No. 200 sieve. A 6 -mil plastic membrane may be placed over the capillary break as a vapor barrier to keep moisture from migrating upwards and accumulating directly below concrete slabs. 2" to 4" of clean sand may be placed over the vapor barrier to aid the curing of concrete. Capillary Break LIU & ASSOCIATES, INC. Geotechnical Engineering . Engineering Geology • Earth Science TYPICAL FOOTING AND WALL DRAIN 32ND AVENUE SHORT PLAT 13330 - 32ND AVENUE SOUTH TUKWILA, WASHINGTON JOB NO. 4A141 I DATE 11/23/04 I PLATE 8 APPENDIX D WETLAND HYDROLOGY 1 _ " 41111114 lour REHABITAT NORTHWEST REVISED WETLAND AND STREAM ANALYSIS REPORT B -12 Wetland Consulting, Inc. 1103 W. Meeker Street Kent, WA 98032 CITY OF TUKWILA, WASHINGTON Prepared For: Steve Detwiller Rehabitat Northwest, Inc. 563916 Avenue SW Seattle, WA 98106 Revised July 6, 2005 Job #A4 -384 B- 1tetl and Consulting, Inc. Phone: 253- 859 -0515 Fax: 253- 852 -4732 • • • 1.0 INTORDUCTION A Sewall Wetland Consulting, Inc. Company B -1 letland Consulting, Inc. 1103 W. Meeker St (v)253-859-0515 Kent, WA 980032 -5751 (t) 253 - 852 -4732 • REHABITAT NORTHWEST REVISED WETLAND AND STREAM ANALYSIS REPORT CITY OF TUKWILA, WASHINGTON 1.1 Location This report describes the regulated wetlands and streams located on the Rehabitat Northwest — 32 Avenue South property. The property is located specifically at 13330 32 Avenue South in the City of Tukwila, Washington. Re: Rehabitat NW — 32 °" Ave S B -12 Job #A4 -384 Revised July 6, 2005 Page 2 of 6 L2 Existing Conditions The site is currently occupied by one single - family residence with a detached shop with associated driveways and open areas. King County 1-map Sensitive Areas Theme 2.0 METHODOLOGY A combination of field indicators, including vegetation, soils, and hydrology was used to determine the presence of wetlands. The methodology used to identify any jurisdictional wetlands on the site is described in the Washington State Wetlands Identification and Delineation Manual (WADOE, March 1997). This is the methodology currently recognized by the City of Tukwila and the State of Washington for wetland determinations and delineations. The wetland areas identified would also be considered wetlands using the methodology described in the Corps of Engineers Wetlands Delineation Manual (Environmental Laboratory, 1987), as required by the US Army Corps of Engineers. The Washington State Wetlands Identification and Delineation Manual and the Corps of Engineers Wetlands Delineation Manual both require the use of the three- parameter approach in identifying and delineating wetlands. A wetland should support a predominance of hydrophytic vegetation, have hydric soils and display wetland hydrology. To be considered hydrophytic vegetation, over 50% of the dominant species in an area must have an indicator status of facultative (FAC), facultative wetland (FACW), or obligate wetland (OBL), according to the National List of Plant Species That Occur in Wetlands: Northwest (Region 9) (Reed, 1988). A hydric soil is "a soil that is saturated, flooded, or ponded long enough during the growing season to develop 3.0 OBSERVATION • 1 ram wow our ud-ii ■ii aft ralM , *ill mss EMI 3 pui [am Ira City of Tukwila Wetland/Watercourse Buffer Map Re: Rehabitat NW -- 32° Ave S B -12 Job #A4 -384 Revised July 6, 2005 Page 3 of 6 anaerobic conditions in the upper part". Anaerobic conditions are indicated in the field by soils with low chromas (2 or less), as determined by using the Munsell Soil Color Charts; iron oxide mottles; hydrogen sulfide odor and other indicators. Generally, wetland hydrology is defined by inundation or saturation to the surface for a consecutive period of 12.5% or greater of the growing season. Areas that contain indicators of wetland hydrology between 5% -12.5% of the growing season may or may not be wetlands depending upon other indicators. Field indicators include visual observation of soil inundation, saturation, oxidized rhizospheres, water marks on trees or other fixed objects, drift lines, etc. Under normal circumstances, indicators of all three parameters will be present in wetland areas. Streams were identified by the presence of a defined channel that contains flowing surface water at some time of the year. Prior to visiting the site, a review of several natural resource inventory maps was conducted. Resources reviewed included the King County Soil Survey, King County Wetland Inventory, King County Sensitive Areas Folio: Streams, A Catalog of g wj Washington Streams and Salmon Utilization, City of Tukwila Wetland/Watercourse � - vA Buffer Map, and the National Wetland Inventory. However, the National Wetland/ Inventory was the only resource that included the site. 3.1 City of Tukwila Wetland/Watercourse Buffer Map According to the City of Tukwila Wetland/Watercourse Buffer Map, there is a wetland located along the eastern property boundary. This wetland is identified as Wetland #17. • • 3.2 National Wetland Inventory According to the National Wetland Inventory there are no wetlands located on or near the site. National Wetland Inventory Re: Rehabitat NW — 32nd Ave S B -12 Job #A4 -384 Revised July 6, 2005 Page 4 of 6 3.2 Topography According to the United States Geological Survey Topographic Map the site generally drains to the east/northeast. A field visit confirmed that the sites topography slopes down to the east with small micro - topography drainages. • US GS Topographic Map: Facing Northwest Re: Rehabitat NW — 32 " Ave S B -I2 Job #A4-384 Revised July 6, 2005 Page 5 of 6 3.3 Uplands The upland is generally characterized by a single family dwelling with associated maintained yard and open areas. A small stand of trees is located along the eastern boundary of the site. The uplands on the site are generally vegetated with silver poplar (Populus alba), black cottonwood (Populus balsamifera), big leaf maple (Acer macrophyllum), Rhododendron (Rhododendron sp.), giant knotweed (Polyganum sachalinense), holly (Ilex sp.), Himalayan blackberry (Rubus armeniacus), evergreen blackberry (Rubus laciniatus) and English ivy (Hedera helix). Soils pits excavated within the upland revealed a sandy, silt, loam A- horizon with a color of 10YR 3/1.5; an underlying sandy, loam, silt B- horizon revealed a color of 7.5y 3/2. The soils were dry during our site visit and revealed no redoximorphic features. 3.4 Wetland and Stream Located to the east of the property is a wetland with a stream that flows through the wetland. These features are off -site but do have buffers that extend onto the site. 3.4.1 Wetland The wetland to the east of the property was not flagged with wetland delineation flagging the owner of the property is unknown. The wetland edge however boarders the eastern edge of the property at the toe of a small historic fill slope. The wetland buffer would extend onto the site up to 50 feet. • • Re: Rehabitat NW — 32 "a Ave S B -I2 Job #A4 -384 Revised July 6, 2005 Page 6 of 6 This wetland is a forested, scrub -shrub wetland. Vegetation includes black cottonwood, red alder (Alnus rubra), Douglas Spiraea (Spiraea douglasii), and creeping buttercup (Ranunculus repens). Soil pits excavated within the wetland revealed a B- horizon with a matrix color of 10YR 3/2 with few, medium distinct redoximorphic features. Soils within the wetland were saturated to the surface. According to the United States Fish and Wildlife Services (USFWS) wetland classification method (Cowardin et al. 1979), the off -site wetland would be considered palustrine, forested, broad - leaved deciduous, seasonally flooded (PFO1C), and palustrine, scrub - shrub, broad - leaved deciduous, seasonally flooded (PSS 1 C). According to the City of Tukwila municipal code (TMC §18.45.080), the off -site wetland would be considered a Type 2 wetland due to its forested wetland class. Type 2 wetlands typically have a 80 -foot buffer measure from the wetland edge. A 10 -foot building setback line (BSBL) is measured from the wetland edge for residential land use, for commercial land use a 15 -foot BSBL is measured from the wetland edge. Although the wetland edge was not delineated due to its location off site the 80 -foot buffer would extend onto the site due to its proximity along the eastern boundary. 3.4.2 Stream The off -site stream is located within the off -site wetland and was not flagged due to its location off -site. This stream appears to flow to the north/northeast. This stream appears to have an unconsolidated/sandy bottom. This stream varies in width from 2 -5 feet and in depth from %2 - 1 %2 feet. This stream is located greater than 50 feet from the eastern boundary of the site. If this stream were rated as a Type 1 stream the stream buffer would not likely extend passed the 80 -foot wetland buffer. If you have any questions or need any additional information please contact our office at 253.859.0515 or by e -mail at aaron@b12assoc.com Sincerely, B -12 Wetland Consulting, Inc. J. Aaron Will Wetland Scientist File:aw /A4 -384 Rehabitat WA.doc Ed Sewall President Senior Wetland Ecologist ROUTINE WETLAND DETERMINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) B -12 WETLAND CONSULTING, INC. 1103 West Meeker Street Kent, Washington 98032 (253) 859 -0515 Project Name / #: Rehabitat Northwest Date: 12/20/04 Investigator: Aaron Will Jurisdiction: City of Tukwila State: WA Data Point: 1 Atypical Analysis: No Problem Area: No VEGETATION Dominant plant species Stratum Indicator 1. English Ivy H Coverage 2. Himalayan Blackberry S/S FACU FACU 3. 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or FAC: 0% Hydrophytic vegetation criteria met: Yes o Mar 'nal onuments: SOILS Mapped Soil Series: None Mapped On Hydric Soils List ?: Yes No Drainage Class: Depth(0 in) Matrix color 10 in. Redox concentration color Texture l0YR 3/1. 5 16 in. 7.SY 3/2 Sandy, silt, loam in. Sand lo. Is silt in Organic soil, Histic epipedon Hydrogen su fide , gleyed redox concentrations , redox concretions_, concretions matter in surface horizon (sandy soil organic streaking stre (n (saa pore s y soils) linings iron organic pan (sandy soil). ) Hydric soil criteria met: Yes INol Basis: Comments: Recorded data patterns Wetland hydrology criteria met: Yes 10 Basis: Comments: saturation SUMMARY OF CRITERIA Soil Temp. at 19.7" depth: Growing Season ?: YA Hydrophytic vegetation:A3I Hydric soils: Y/ Wetland hydrology: Y/ Data point meets the criteria of a jurisdictional wetland ?: Yes To HYDROLOGY ,watermarks , drift lines , sediment deposits drainage Dominant plant species Stratum 1. En I lish I H 2. Himala an Blackbe S/S 3. Silver Po lar T 4. 5. 6. 7. 8. 9. 10. % of species OBL, FACW and/or FAC: 0% Hydrophytic vegetation criteria met: Yes Comments: Mar al Mapped Soil Series: None Mapped O H SOILS M th d in ydric Soils List ?: Yes No Drainage Class: P ( ) Matrix color Redox concentration color 8 in. 10YR 3/1.5 Texture 16 in. 10YR 3/2 & 10YR 3/6 Sand silt loam in. Sand silt loam M. Organic soil epipedon, Hydrogen sulfide , gleyed redox concentrations , redox depletions pore linings concretions concretions matter in surface horizon (sandy soil) streaking (sandy soils) organic pan (sandy soil). Hydric soil criteria met: Yes o Basis: Comments: Recorded data patterns Wetland hydrology criteria met: Yes Comments: saturation I . Basis: D VEGETATION Indicator FACU FACU N/I HYDROLOGY watermarks drift lines depth: SUMM4RY OF CRITERL4 Soil Temp. at 19.7" de P Growing Season?: IN Hydrophytic vegetation: 1S Hydric Wetland hydrology: y/ Data point meets the criteria of a jurisdictional wetland ?: Yes o ical Anal sis: No Problem Area: No Coverage % sediment deposits drainage g Pro'ect Name / #: Rehabitat Northwest Jurisdiction: Ci of Tukwila ROUTINE WETLAND DETERNIINATION DATA FORM (Washington State Wetlands Identification & Delineation Manual, 1997) B-12 WETLAND CONSULTING, INC. .1103 West Meeker Street Kent, Washington 98032 (253) 859 -0515 Date: 12/20/04 Investi . ator: Aaron Will State: WA A Data Point: 2 BOND QUANTITY WORKSHEET AND FACILITY APPENDIX E SUMMARY p Critical Areas Mitigation 40. Bond Quantity Worksheet L o "�-- cV 3 l. Re-' �O ( 42, 1'7 Project Name: Rehabitat NW - Tukwila Prepared b AW 14 - Date: 7 Project Number: 3 a, Pt V % S . n Applicant: "L c....\ # (''3% kV w c.-). 1 Location: � .� �� F r Phone Number: a_,® C, - 31 * 71S PLANT MATERIALS* Type Unit Price Unit Quantity Description f Cost PLANTS: Potted, 4' diameter, medium $5.00 Each PLANTS: Container, 1 gallon, medium soil $11.50 Each $ _ PLANTS: Container, 2 gallon, medium soil $20.00 Each 215.00 $ 4,300.00 PLANTS: Container, 5 gallon, medium soil $36.00 Each $ _ PLANTS: Seeding, by hand $0.50 SY $ PLANTS: Slips (willow, red - osier) $2.00 Each $ _ PLANTS: Stakes (willow) $2.00 Each $ _ PLANTS: Stakes (willow) $2.00 Each $ _ $ $ - . All costs include installation TOTAL $ 4,300.00 INSTALLATION COSTS ( LABOR, EQUIPMENT, & OVERHEAD) Type - Unit Price Unit I Cost Compost, vegetable, delivered and spread $37.88 CY $ Decompacting till /hardpan, medium, to 6" depth $1.57 CY $ _ Decompacting till /hardpan, medium, to 12' depth $1.57 CY $ _ Hydroseeding $0.51 SY $ _ Labor, general (landscaping) $40.00 HR $ _ Labor, general (construction) $40.00 HR $ _ Labor: Consultant, supervising $55.00 HR $ _ Labor: Consultant, on -site re- design $95.00 HR $ _ Rental of decompacting machinery & operator $70.00 HR $ Sand, coarse builder's, delivered and spread $42.00 CY $ _ Staking material (set per tree) $7.00 Each $ _ Surveying, line & grade $250.00 HR $ _ Surveying, topographical $250.00 HR _ Watering, 1' of water, 50' soaker hose $3.62 MSF _ Irrigation - temporary $3,000.00 Acre Irrigation - buried $4,500.00 Acre Tiling topsoi, disk harrow, 20hp tractor, 4 " -6" deep $1.02 SY TOT. HABITAT STRUCTURES* ITEMS J Unit Cost Unit Fascines (willow) $ 2.00 Each Logs, (cedar), wl root wads, 16' -24" diam., 30' long $1,000.00 Each Logs (cedar) w/o root wads, 16' -24" diam., 30' $400.00 Each Logs, w/o root wads, 16 " -24" diam., 30' long $245.00 Each Logs w/ root wads, 16' -24' diam., 30' long $460.00 Each mon b9 Rocks, one -man $60.00 Each Rocks, two-man $120.00 Each Root wads $163.00 Each Spawning gravel, type A $22.00 CY Weir - log $1,500.00 Each Weir - adjustable $2,000.00 Each Woody debris, large $163.00 Each Snags - anchored $400.00 Each Snags - on site $50.00 Each Snags - imported $800.00 Each * All costs include delivery and installation _ 'TOTAL ,GENERAL ITEMS ITEMS ' Fencing, chain link, G high Fencing, chain link, corner posts Fencing, chain link, gate Fencing, split rail, 3 high (2 -rail) Fencing, temporary (NGPE) Signs, sensitive area boundary (inc. backing. post, install) ITEMS Mobilization Contingency MAINTENANCE AND MONITORING INainteiianee annual t 9ss fhan 1,000 sq it, and buffer impact only • LIM 01ati 1;000 SOL AIM wetland of tiquatic area Bnpact6 et tfean 1;1 sq tt. buf <1 acre buffer impact only Lsr)et than 1 agog but' 1 acre whh wetland or aquatic area =pads Larger.than 1 >aCre ltd:[ 5 acres -better and/ or wetland or 14101:6-area reigacts Larger 5awes • butter and / or wetland or aquatic area lmbtlete Monitoring, annual • Lar t ri 1 000- sq.tf. but 1'1 acre buffer impact only Larger than :1 sq ft. but <1 acre with wetland or aquatic Largerffarn $acres - butter and /or wetland or :: aaftc.area thpactS : . 0410 titres - txtf(Qt aril i or wetland or aquatic area Maintenance and Monitoring Inspection , annual Maintenance and Monitoring Inspection (DDES), final Unit Cost Unit $18.89 $111.17 $277.63 $10.54 $1.20 LF LF $28.50 Percentage of Construction Cost 10% 30% $ 1.08. 450.00 $ 1,600.00 $ .2.000.00 720.00 900.00 $ 1.440.00 $ 2,400.00 $362.25 $579.60 LF Each Each Each ( TOTAL OTHER Unit NOTE: Projects with multiple permit requirements may be required to have longer monitoring and maintenance terms. This will be evaluated on a case -by- case basis for development applications. Monitoring and maintance ranges may be assessed anywhere from 5 to 10 years. SF EACH DAY DAY EACH EACH DAY DAY EACH EACH 145.00 2.00 5.00 9.00 1.00 (Construction Cost Subtotal) 'TOTAL (lnctudes monitoring)... nctudea monitoring) �$ 3rrs 45 /ht) (10 Ws @ $45fht) (WEC crew) (1.25 X WED crew). (8 hra 90thr) (10 hrs $90th9 (16 hrs $90tht). (24 hrs @ $90/hr) (2.5 hrs @ $144.90/hr) (4 hrs @ $144.90/hr) I TOTAL Total $ $ $ $ Cost $ $ $ $ 7560.25 3,260.25 Completed January 9, 2005 • • 32nd AVENUE SHORT PLAT - TUKWILA, WA ENGINEER'S COST ESTIMATE (In Right of Way Only) Prepared by: PACE Engineers, Inc. ITEM DESCRIPTION QUANTITY UNIT TOTAL NO COST COST Mobilization 1 Mobilization 1 LS 15% $1,294.20 Surfacing 2 Asphalt Concrete Pavement 15 TON $80.00 $1,200.00 3 Asphalt Treated Base Course 20 TON $60.00 $1,200.00 4 Sawcut Existing Asphalt 180 LF $2.00 $360.00 $2,760.00 Frontage Improvements 4 Concrete Curb & Gutter 169 LF $12.00 $2,028.00 5 Concrete Sidewalk 120 _ SY $25.00 $3,000.00 6 5/8" Minus Crushed Rock 35 TON $24.00 $840.00 $5,868.00 Storm Drainage 7 Catch Basin - Type 1 1 EA $850.00 $850.00 8 Connection to Existing System 1 EA $1,000.00 $1,000.00 $1,850.00 Sub Total: $11,772.20 Sales Tax (8.8 %) $1,035.95 TOTAL: $12,808.15 'NOTE: Cost estimate is only for work in the Right -of -Way. Work on private property is not included. construction cost est 1- 09- 06.xls Bond Safeguard Insurance Company Lexon Insurance Company Lombard, Illinois GENERAL AGREEMENT OF INDEMNITY 0 gskk) This Agreement entered into by and between the undersigned, herein called the Indemnitors, and Bond Safeguard Insurance Company, Illinois, and /or Lexon Insurance Company, Texas, with Executive Offices in Lombard, Illinois herein called the Company, witnesseth: WHEREAS, in the transaction of business, certain bonds, undertakings and other writings obligatory in the nature of a bond have heretofore been, and may hereafter be, required by, for, or on behalf of the Indemnitors or any one or more of the parties included in the designation lndemnitors, and application has been made and will hereafter be made to the kn,r1c. anr+ aQ a nrereouisite to the execution of such bond or bonds, the Company requires complete indemnification. NOW, THEREFORE, in consideration of the premises, and the payment by the Company of the sum of One ($1.00) Dollar to each of the Indemnitors, receipt whereof is hereby acknowledged, and for other good and valuable considerations, the Indemnitors do, for themselves, their heirs, executors, administrators and assigns, jointly and severally, agree with the Company as follows: 1. The Indemnitors will pay to the Company, at its Executive Offices in Lombard, Illinois, premiums and charges at the rates, and at the times specified in respect to each such bond in the Company's schedule of rates, which, with any additions, or amendments thereto, is by reference made a part hereof, and will continue to pay the same where such premium or charge is annual, until the Company shall be discharged and released from any and all liability and responsibility upon and from each such bond or matters arising therefrom, and until the Indemnitors shall deliver to the Company at its Executive Offices in Lombard, Illinois, competent written evidence satisfactory to the Company of its discharge from all liability on such bond or bonds. 2. The Indemnitors will indemnify and save the Company harmless from and against every claim, demand, liability, cost, charge, suit, judgment and expense which the Company may pay or incur in consequence of having executed, or procured the execution of such bonds. or any renewals or continuations thereof or substitutes therefore, including fees of attorneys, whether on salary, retainer or otherwise, and the expense of procuring, or attempting to procure, release from liability, or in bringing suit to enforce the obligation of any of the Indemnitors under this Agreement. In the event of payment by the Company, the lndemnitors agree to accept the voucher or other evidence of such payment as prima facie evidence of the propriety thereof, and of the Indemnitor's liability therefore to the Company. 3. If the Company shall set up a reserve to cover any claim, suit or judgment under any such bond, the Indemnitors will, immediately upon demand, deposit with the Company a sum of money equal to such reserve, such sum to be held by the Company as collateral security on such bond, and such sum and any other money or property which shall have been, or shall hereafter be, pledged as collateral security on any such bond shall, unless otherwise agreed in writing by the Company, be available, in the discretion of the Company, as collateral security on any other or all bonds coming within the scope of this Agreement. 4. The lndemnitors immediately upon becoming aware of any demand, notice, or proceeding preliminary to determining or fixing any liability, with which the Company may be subsequently charged under any such bond, shall notify the Company thereof in writing at its Executive Offices in Lombard, Illinois. 5. The Company shalt have the exclusive right to determine for itself and the lndemnitors whether any claim or suit ►,rr.,.r.ht ,nainct +ha rmmnan„ nr the Princ,inal upon anv such bond shall be settled or defended and its decision shall be binding and conclusive upon tide iimemnitois. Page 1 of 3 6. )f such bond be given in connection with a contract, the Company is hereby authorized, but not required, to consent to any change in the contract or in the plans or specifications relating thereto; to make or guarantee advances or loans for the purposes of the contract without the necessity of seeing to the application thereof, it being understood that the amount of all such advances or loans, unless repaid with legal interest by the Contractor to the Company when due, shall be conclusively presumed to be a loss hereunder; in the event of the abandonment, forfeiture or breach of the contract, or the breach of any bond given in connection therewith, or the failure, neglect or refusal to pay for labor or materials used in the prosecution of the contract, to take possession of the work under the contract and, at the expense of the lndemnitors, to complete the contract, or cause, or consent, to the completion thereof. The Indemnitors hereby assign, transfer, and set over to the Company (to be effective as of the date of any such bond, but only in the event of a default as aforesaid), all of their rights under the contract including their right, title and interest in and to all subcontracts let in connection therewith; all machinery, plant, equipment, tools and materials which shall be upon the site of the work or elsewhere for the purposes of the contract, including all materials ordered for the contract, and any and all sums due under the contract at the time of such abandonment, forfeiture, breach, failure, neglect or refusal, or which may thereafter become due, and the Indemnitors hereby authorize the Company to endorse in the name of the payee, and to collect any check, draft, warrant or other instrument made or issued in payment of any such sum, and to disburse the proceeds thereof. 7. That it shall not be necessary for the Company to give the lndemnitors, or any one or more of them, notice of the execution of any such bonds, nor of any fact or information coming to the notice or knowledge of the Company affecting its rights or liabilities, or the rights or liabilities of the lndemnitors under any such bond executed by it, notice of all such being hereby expressly waived. 8. In the event of any claim or demand being made by the Company against the lndemnitors, or any one or more of the parties so designated, by reason of the execution of a bond or bonds, the Company is hereby expressly authorized to settle with any one or more of the Indemnitors individually, and without reference to the others, and such settlement or composition shall not affect the liability of any of the others, and we hereby expressly waive the right to be discharged and released by reason of the release of one or more of the joint debtors, and hereby consent to any settlement or composition that may hereafter be made. 9. The Company at its option may decline to execute or participate in, or procure the execution of, any such bonds without impairing the validity of this General Agreement of Indemnity. 10. If the Company procures the execution of such bonds by other companies, or executes such bonds with cosureties, or reinsures any portions of such bonds with reinsuring companies, then all the terms and conditions of this Agreement shall apply and operate for the benefit of such other companies, cosureties, and reinsurers as their interests may appear. 11. The liability of the Indemnitors hereunder shall not be affected by the failure of the Principal to sign any such bond, nor by any claim that other indemnity or security was to have been obtained, nor by the release of any indemnity, or the retum or exchange of any collateral that may have been obtained and if any party signing this Agreement is not bound for any reason, this Agreement shall still be binding upon each and every other party. 12. This Agreement may be terminated by the Indemnitors, or any one or more of the parties so designated, upon written notice to the Company of not less than ten (10) days, but any such notice of termination shall not operate to modify, bar or discharge the liability of any party hereto, upon or by reason of any and all such obligations that may be then in force. 13. Indemnitors agree that their liability shall be construed as the liability of a compensated Surety, as broadly as the liability of the Company is construed toward its obligee. 14. The word lndemnitors, or personal pronouns used to refer to said word, shall apply regardless of number or gender, and to individuals, partnerships or corporations, as the circumstances require. 15. That no change or modification of or in the terms of this agreement shall be effective unless such change or modification is in writing and signed by the President, a Vice - President, a Secretary, or an Assistant Secretary of the Company. 16. That this Agreement shall constitute a Security Agreement to the Surety and also a Financing Statement, both in accordance with the provisions of the Uniform Commercial Code of every jurisdiction wherein such Code is in effect and may be so used by the Surety without in any way abrogating, restricting or limiting the rights of the Surety under this Agreement or under law, or in equity. Page 2 of 3 17. At any time, and until such time as the liability of the Surety under any and all said Bonds is terminated, the Surety shall have the right to reasonable access to the books, records, and accounts of the Indemnitor and Indemnitors; and any bank depository, material man, supply house, or other person, firm, or corporation when requested by the Surety is hereby authorized to furnish the Surety any information requested including, but not limited to, the status of the work under contracts being performed by the Indemnitor, the condition of the performance of such contracts and payments of accounts. 18. In the event of any breach, delay or default asserted by the obligee in any said Bonds, or the Contractor has suspended or ceased work on any contract or contracts covered by any said Bonds, or failed to pay obligations incurred in connection therewith, or in the event of the death, disappearance, Contractor's conviction for a felony, imprisonment, incompetency, insolvency, or bankruptcy of the Contractor, or the appointment of a receiver or trustee for the Contractor, or the property of the Contractor, or in the event of an assignment for the benefit of creditors of the Contractor, or if any action is taken by or against the Contractor under or by virtue of the National Bankruptcy Act, or should reorganization or arrangement proceedings be filed by or against the Contractor under said Act, or If any action Is taken by or against the Contractor under the insolvency laws of any state, possession, or territory of the United States, the Surety shall have the right, at its option and in its sole discretion, and is hereby authorized, with or without exercising any other right or option conferred upon it by law or in the terms of this Agreement, to take possession of any part or all of the work under any contract or contracts covered by any said Bonds, and at the expense of the Contractor and Indemnitors to complete or arrange for the completion of the same, and the Contractor and Indemnitors shall promptly upon demand pay to the Surety all losses, and expenses so incurred, 19. THE INDEMNITORS HEREBY ACKNOWLEDGE THAT THIS AGREEMENT IS INTENDED TO COVER ANY BONDS (WHETHER OR NOT COVERED BY ANY APPLICATION SIGNED BY ANY ONE OR MORE OF THE INDEMITORS— SUCH APPLICATION TO BE CONSIDERED BETWEEN THE PARTIES HERETO AS MERELY SUPPLEMENTARY TO THIS GENERAL AGREEMENT OF INDEMNITY) HERETOFORE OR HEREAFTER EXECUTED BY THE COMPANY ON BEHALF OF THE INDEMNITORS, OR ANY ONE OF THEM (WHETHER CONTRACTING ALONE OR AS A JOINT OR CO- ADVENTURER), FROM TIME TO TIME, AND OVER AN INDEFINITE PERIOD OF YEARS, UNTIL THIS AGREEMENT SHALL BE CANCELED IN ACCORDANCE WITH THE TERMS HEREOF. WE HAVE READ THIS GENERAL AGREEMENT OF INDEMNITY CAREFULLY. THERE ARE NO SEPARATE AGREEMENTS OR UNDERSTANDINGS WHICH IN ANY WAY LESSEN OUR OBLIGATIONS AS ABOVE SET FORTH. IN TESTIMONY WHEREOF, the Indemnitors have hereunto set their hands and affixed their seals this 29th day of March 20 07 Addresses 3601 W Marginal Way SW Seattle, WA 98106 25635 SE Old Black Nuggett Road Issaquah, WA 98027 25635 SE Old Black Nuggett Road • Issaquah, WA 98027 • 0 Rehabitat Northwest, Inc. affiliates now owned and/or hereafter created, controlled, managed or acqu ed idiaries and By. By: By By: By: By: Page 3 of 3 Steve Detwlller. President Stove Delwlller, Indivildually Susan Denville,, Individually (L.S.) (L.S.) (L.S.) (L.S.) (L.S.) (L.S.) 05- 18 -'07 16:25 FROM- puborks /dcd Section 1 -- to be completed by Developer J Name of Development: 02 n Ave 5 Nelmivr PL,q.; Date: S •a ( ' 7 Address: t 333 3 /f A- 'ruK w t ok Permit No.: 4 o Z IL Release should be sent to: Name: ko -�- 1.?o " Address: 3,Ce,c k W. M4,-a.4 1 1 City /State /Zip Ste- &t , t A ct 8 (0 6 Phone Number: algt.C. 4 Z Z 72SS Description of items to be completed (reference plans /documents where items are described): f NAy.tct A-k.. . v .: 4.2% S >!' B 4+' L . % �aai m•� Re .( c ,ft o A-k..F-A m F w 6--/ .0 As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 1. ( , moo (150% of value to complete work above) and attach support documentation for value of work. I will have this work carried out and call for a final inspection by this date: , or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, 1 hereby authorize the City to go onto the property and carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these funds. Signed •4:0i4, Title: Section 2, to be completed by City staff THIS FUND IS AUTHORIZED TO BE ACCEPTED Signed: Department Head: Amount: $ Deposited this Date: ❑ Cash /Check City of Tukwila 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 206 -431 -3670 DEVELOPER'S PROJECT WARRANTY REQUEST FORM City Receipt No.: Received By: Section.3 to be completed by Developer All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash /cash equivalent/bond. Developer's Representative: Date: To be completed by City staff I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash /cash equivalent/bond. Date: Authorized By: Inspector: Section 4 - to be .completed by City staff ❑ Cash Assignment ❑ Bond 2064313665 T - 467 P005/005 F -802 Amount Released: $ ❑ Check - Check No ❑ Cash Equivalent - Letter attached ❑ Bond -- Letter attached Date Released: Released by: 'policy aed plecWereaVed boo►'Ce.eleoerf project .wnwy [p.m Gouts: Ftnwy zods KNOW ALL MEN BY THESE PRESENTS: MAINTENANCE GUARANTEE BOND THAT we, Rehabitat Northwest, Inc., as Principal, and Lexon Insurance Company, a corporation organized and doing business under and by virtue of the laws of the State of TEXAS and duly licensed to conduct surety business in the State of Washington, as Surety, are held and firmly bound unto City of Tukwila, as Obligee, in the sum of Eleven Thousand Two Hundred ($11,200.00) Dollars, for which payment, well and truly to be made, we bind ourselves, our heirs, executors and successors, jointly and severally firmly by these presents. THE CONDITION OF THE OBLIGATION IS SUCH THAT: BOND NO. 1021720 WHEREAS, the above named Principal entered into an agreement or agreements with said Obligee to: Monitoring at 32 " Avenue South Development WHEREAS, said agreement provided that Principal shall guarantee replacement and repair of improvements as described therein for a period of One year(s) following final acceptance of said improvements; NOW, THEREFORE, if the above Principal shall indemnify the Obligee for all loss that Obligee may sustain by reason of any defective materials or workmanship, which become apparent during the period of One year(s) from and after acceptance of the said improvements by Obligee, then this obligation shall be void, otherwise to remain in full force and effect. IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said Surety is hereto affixed and attested by its duly authorized Attorney -in -Fact. Signed this 5 day of April, 2007. Rehabitat Northwest, Inc. LEXON INSURANCE COMPANY BY: BY: / �' / ■ii-aLet4144- Terese M. Isaacson ATTORNEY -IN -FACT (206) 281-8411 POWER OF ATTORNEY 4111) LX - 2 8j 2 2 Lexon Insurance Company KNOW ALL MEN BY THESE PRESENTS, that LEXON INSURANCE COMPANY, a Texas Corporation, with its principal office in Louisville, Kentucky, does hereby constitute and appoint: Mark M. Wilson, Terese M. Isaacson, Erin M. Wallace, Sean Fallows *************************************************************************** its true and lawful Attorney(s) -In -Fact to make, execute, seal and deliver for, and on its behalf as surety, any and all bonds, undertakings or other writings obligatory in nature of a bond. This authority is made under and by the authority of a resolution which was passed by the Board of Directors of LEXON INSURANCE COMPANY on the 1st day of July, 2003 as follows: Resolved, that the President of the Company is hereby authorized to appoint and empower any representative of the Company or other person or persons as Attorney -In -Fact to execute on behalf of the Company any bonds, undertakings, policies, contracts of indemnity or other writings obligatory in nature of a bond not to exceed $2,500,000.00, Two - million five hundred thousand dollars, which the Company might execute through its duly elected officers, and affix the seal of the Company thereto. Any said execution of such documents by an Attorney -In -Fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company. Any Attorney -In -Fact, so appointed, may be removed for good cause and the authority so granted may be revoked as specified in the Power of Attorney. Resolved, that the signature of the President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Vice President, and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certificate so executed and sealed shall, with respect to any bond of undertaking to which it is attached, continue to be valid and binding on the Company. IN WITNESS THEREOF, LEXON INSURANCE COMPANY has caused this instrument to be signed by its President, and its Corporate Seal to be affixed this 2nd day of July, 2003. On this 2nd day of July, 2003, before me, personally came David E. Campbell to me known, who being duly sworn, did depose and say that he is the President of LEXON INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he executed said instrument on behalf of the corporation by authority of his office under the By -laws of said corporation. "OFFICIAL SEAL" MAUREEN K. AYE Notary Public, State of Illinois My Commission Expires 09/21/09 I, the undersigned, Secretary of LEXON INSURANCE COMPANY, A Texas Insurance Company, DO HEREBY CERTIFY that the original Power of Attorney of which the foregoing is a true and correct copy, is in full force and effect and has not been revoked and the resolutions as set forth are now in force. Signed and Sealed at Lombard, Illinois this 5 ACKNOWLEDGEMENT CERTIFICATE Day of APRIL , 2007 LEXON INSURANCE COMPANY David E. Campbell President ot ...A.....„ r att Maureen K. Aye Notary Public C m414 , I) z Donald D. Buchanan Secretary Obligee: • CITY OF TUKWILA PUBLIC WORKS ADMINISTRATION/ENGINEERING 6300 SOUTHCENTER BLVD STE 100 TUKWILA, WA 98188 RE: BOND NO: PRINCIPAL: ADDRESS: Representing: LEXON INSURANCE COMPANY o es) TUVC"DRKS p 1021720 REHABITAT NORTHWEST, INC. [name] 3601 W MARGINAL WAY SW [address] SEATTLE, WA 98106 [city, state, zip] TYPE OF BOND: SUBDIVISION BOND AMOUNT: $11,200.00 Nothing herein contained shall be held to vary, waive, alter, or extend any of the terms, conditions, agreements, or warranties of the above mentioned bond, other than stated below. This rider is to be attached to and form a part of the above captioned bond effective APRIL 5, 2007. The Rider is on behalf of Principal: REHABITAT NORTHWEST, INC. and in favor of the Obligee stated above. In consideration of the premium charged, it is understood and agreed, effective from above date, that: AMEND THE BOND AMOUNT TO READ: $23,850.00 Provided, however, that the liability of the company under the attached bond as changed by this order shall not be cumulative. Signed this 27 LEXON I By: TERES Day of July, 2007. E OMPANY 1t 1 ./ i�. //; ttorney in Fact FRONTIER BONDING SERVICE, INC. 130 NICKERSON STREET, SUITE 311 SEATTLE, WA 98109 RIDER (seal) Obligee: RE: BOND NO: PRINCIPAL: ADDRESS: TYPE OF BOND: FRONTIER BONDING SERVICE, INC. 130 NICKERSON STREET, SUITE 311 SEATTLE, WA 98109 Representing: LEXON INSURANCE COMPANY RIDER CITY OF TUKWILA PUBLIC WORKS ADMINISTRATION/ENGINEERING 6300 SOUTHCENTER BLVD STE 100 TUKWILA, WA 98188 1021720 REHABITAT NORTHWEST, INC. [name] 3601 W MARGINAL WAY SW [address] SEATTLE, WA 98106 [city, state, zip] SUBDIVISION (seal) Nothing herein contained shall be held to vary, waive, alter, or extend any of the terms, conditions, agreements, or warranties of the above mentioned bond, other than stated below. This rider is to be attached to and form a part of the above captioned bond effective APRIL 5, 2007. The Rider is on behalf of Principal: REHABITAT NORTHWEST, INC. and in favor of the Obligee stated above. In consideration of the premium charged, it is understood and agreed, effective from above date, that: AMEND THE OBLIGATION TO READ: Whereas, the above named Principal entered into an agreement or agreements with said Obligee to: Monitoring of the wet land buffer and replacement of any required planting at 32 Avenue South Development. Provided, however, that the liability of the company under the attached bond as changed by this order shall not be cumulative. Signed this 27 Day of July, 2007. LEXON INS CE COMPANY By: TERESE M. ISAACSON, Attorney in Fact Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 Page 1 of 8 Above this line reserved for Recorder's use SENSITIVE AREA EASEMENT Grantor /Borrower: REHABITAT NORTHWEST, INC. Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Document Reference Number(s): L05 -038 Section /Township /Range: NW 15 -23 -04 Assessor's Tax Parcel Number(s): 152304 -9101 Property Legal Description (abbreviated): 152304 101 BEG N00 -01 -04 E 598.57 FT 8 N 89 -59 -00 E30 FT FROM W'/ COR SEC 15 TH N 89 -59 -00 E 279.74 FT TH N00 -18 -45 W 175 FT TH S 89 -59 -00 W 278.30 FT TH S 00 -01 -04 W 175 FT TO BEG LESS S 10 FT OF W 100 FT THOF SENSITIVE AREA EASEMENT This SENSITIVE AREA EASEMENT is created April 6, 2007 by and between Rehabitat Northwest, Inc corporation address is 5639 16 Ave SW, Seattle, WA 98106 (Grantor) and the City of Tukwila, Department of Community Development, whose address is 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (Grantee); The grantor is the fee simple title holder of real property located in the City of Tukwila, King County, and the State of Washington, legally described in Exhibit A. The Department of Community Development (DCD) for the City of Tukwila is charged with administrating Tukwila Municipal Code (TMC) 18.45 "Environmentally Sensitive Areas ", as amended, and Permittee /Grantor has applied for short plat approval (DCD File Number L05 -038) to develop the property described in exhibit A with four single family homes. A portion of the buffer for Wetland 17, as identified on the City's Sensitive Area Map and the applicant's Wetland Study, extends on to the property. Wetland 17 is a type two (2) wetland and requires a buffer of eighty feet. TMC 18.45.090 (B) permits the applicant to reduce the buffer area of a wetland by up to 50- percent, provided the buffer area is not classified as steep slope and that the remaining buffer is enhanced. DCD determined that a buffer reduction for the project would be appropriate. Permittee /Grantor has provided enhancement of the remaining wetland buffer area. Permittee /Grantor has agreed to grant the City of Tukwila a Sensitive Area Easement that protects the wetland and wetland buffer area (hereafter "Easement Premises) on the property and restricts further development of the area shown in Exhibit B. The City of Tukwila shall record this Agreement with the King County Recorders Office. ACCORDINGLY, Grantor conveys this Sensitive Area Easement to grantee pursuant to TMC 18.45.170 "Sensitive Area Tracts and Easements" on the terms and conditions stated below. 1. The purpose of this Easement is to protect the functions and values of the existing wetland, its associated buffer, and its natural resources on the Easement Premises consistent with the Permit and the protection of the benefits to the public derived from wetlands and integral habitat, by requiring Grantor to maintain the easement Premises in its natural and undeveloped conditions. Page 2 of 8 2. Grantor acknowledges that future activities within the wetland and wetland buffer are strictly limited under TMC 18.45 "Environmentally Sensitive Areas" as the chapter currently exists and as may be amended in the future. 3. This Easement shall be binding upon successors and assigns of the parties and shall run with the land in perpetuity unless modified or terminated by written agreement of the parties. 4. In order to ensure proper maintenance and care of the wetland buffer area, City of Tukwila employees shall have access to the wetland buffer area on lots four and five of the short plat. This access shall not be interpreted to allow members of the general public access to the wetland buffer area. 5. This easement may be modified only in writing through amendment of the Easement. Any modification shall be consistent with the purpose and intent of the Easement and TMC 18.45 as may be amended. Page 3 of 8 GRANTOR: Rehabitat Northwest, A WASHINGTON STATE CORPORATION IN WITNESS WHEREOF, said individual(s) have caused this instrument to be executed this day of rsNA-`I , 2007. STATE OF WASHINGTON ) )ss. COUNTY OF KING certify I have know or have satisfactory evidence that S V r is /are the person(s) who appeared before me, and said person(s) acknowledged that he /she /they signed this instrument on oath stated that he /she /they was /were authorized to execute the instrument and acknowledge as the D t & lE( of the '"} '- xh } KW- k Vwt)2St, a Washington State Corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated \\ \114 i t i = - � P P. � 4iyf�� I if % • ' nary in and N t Public � nd f the �� t f Was�i t�.�� ton t D-CO Authorized Signature Authorized Signature A \G tea= residing at � 'hh t 2 My appointment expires - 7- / , Page 4 of 8 GRANTEE: CITY OF TUKWILA ATTEST: STATE OF WASHINGTON ) ss. County of King ) On this day of , 20 , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared and , 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. Page 5 of 8 Mayor City Clerk print name NOTARY PUBLIC in and for the State of Washington, residing at LIST OF ATTACHED EXHIBITS Exhibit A: A legal description of the Grantor's Property, inclusive of the Easement Premises. Exhibit B: A site map depicting the Grantor's Property showing the wetland area and wetland buffer which is the Easement Area. Page 6 of 8 The east 80 feet of King County Parcel 152304 -9101. The parcel is legally described as: BEGINNING N 00 °01'04 "E 498.57 feet and N 89° 59'00 "E 30 feet from the West 1 /4 corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence 89 °59'00 "E 279.74 feet; Thence 00 °18'45 "W 175 feet; Thence 89° 59'00 "W 278.30 feet; Thence 00 °01'04" 175 feet to the True Point of Beginning; EXCEPT the South 10 feet of the West 100 feet thereof. The easement area encompasses approximately 14,000 square feet. (Legal Description taken from survey prepared by Emmett C. Dobb, dated September 12, 2005) Page 7 of 8 • Exhibit "A" Easement Premise Page 8 of 8 • LOT ,LOT 2 .. • LOT 3 Exhibit "B" Site Map EXHIBIT B DEPICTION OF SENSI'IlVE AREAS 0 • ca.r.s It ve. i \AIETLAM • 41\ 1\1 133 A,v (NTS) 1 S 45 • 1 When recorded return to: Rehabitat Northwest, Inc 3601 W Marginal Way SW Seattle, WA 98106 Page 1 of 4 • o DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT Grantor: Rehabitat Northwest, Inc Grantee: Rehabitat Northwest, Inc Abbreviated Legal Description: Portion of Tract A, Block 13, Robins Spring Brook Addition to Riverton Division 2, according to the unrecorded plat. Assessor's Tax Parcel Numbers: 1523049101 Reference Numbers of Documents Assigned or Released: N/A The parties to this Agreement are the owners of Lot 1 -5 Tukwila Short Plat No. L05 -038, filed on the day of , 2006, under King County Auditor's File No. , and legally described as follows: Beginning N 00 °01'04" E 498.57 feet and N 89 °59'00" E 30 feet from the West 1/4 corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence N 89 °59'00" E 279.74 feet; Thence N 00 °18'45" W 175 feet; Thence S 89 °59'00" W 278.30 feet; Thence S 00 °01'04" W 175 feet to the True Point of Beginning; EXCEPT the South 10 feet of the West 100 feet thereof. 1. For valuable consideration received, receipt of which is hereby acknowledged, Grantor hereby conveys, creates, declares and imposes an easement for utilities twenty (20) feet in width, over, along, across and under the following described real property: Easement — See Exhibit "A" Attached hereto and by this reference made a part hereof That portion of the following described tracts as follows: BEGINNING N 00 0 01'04 "E 583.94 feet and S 89 °54'27 "E 30 feet from, the West 1/4 Corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence S 89 °59'59 "E 150.12 Feet; Thence S 00 °05'33 "W 20.00 feet; 2. This easement shall be non - exclusive and perpetual and shall run with the land and benefit the heirs, successors, transferees and assigns of the owners of Lots 1 -5, Tukwila Short Plat No. L05 -038, described above. This easement shall not be construed as personal. 3. The parties, their heirs, successors, and assigns further agree that all costs of maintenance, repair or reconstruction of that portion of the utilities used in common shall be borne in equal shares, expect that the owners of any westerly parcel shall not be responsible for the part of the utilities east their connection, and when necessary to repair or reconstruct the utilities, the parties to this agreement shall have a right of entry for that purpose, except that each party hereto shall indemnify and hold the others harmless from all damage caused solely by that party. The terms and conditions of this and subsequent paragraphs concerning the use and maintenance of the easement shall not be construed as personal but shall run with the land for the benefit, burden or all successors, transferees or assigns on either side of this agreement. 4. Any party desiring to have maintenance and/or repair work done on the roadway shall obtain a minimum of 2 bids for the work, and shall notify the other owners in the plat in writing via certified mail of the time and place of a meeting to consider and vote upon the proposal. A vote of 4 of the 5 lot owners shall be required to approve the proposed maintenance or repair. If a lot is owned by more than one person, the approval of all owners of said lot shall be required to constitute an approval for that lot. 5. If said repair or maintenance proposal is approved, then each owner shall be assessed a one fifth share of the total bill for the work. If after 30 days after written demand any owner's assessment remains due and unpaid, then each owner hereby consents to and grants the other owners the right to place a lien and foreclose said lien, pursuant to RCW 60.04, against the nonpaying owner's lot for the outstanding balance, together with the costs of preparation and recording of said lien, including reasonable attorneys fees. Page 2 of 4 Thence S 89 °59'59" W 150.12 feet, to intersect the East Right of Way Line for 32 " Avenue South; Thence S 00 °01'04" E 20.00 feet to the POINT OF BEGINNING. SIGNED AND DATED this day of 2007 Chad Detwiller by Chad Detwiller STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day personally appeared before me to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledges that _he signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned, and further stated that _he was authorized to execute the within and foregoing Declaration of Easement on behalf of said corporation. Page 3 of 4 GIVEN under my hand and official seal this day of Notary Public in and for the State of Wash- ington, residing at My appointment expires: _ /_ /_ Printed name: 20 Page 4 of 4 LOT 1 LOT Z„ • EXHIBIT "A" Depiction of Easement 1 v l.oT 3 LOT 5 [ - EASEMcar AREA lcsr q PARC.EL * 1&Z3001-9141 O Return Address: Rehabitat Northwest, Inc 3601 W Marginal Way SW Seattle, WA 98106 STORM WATER EASEMENT AND MAINTENANCE AGREEMENT (L05 -038 / PW06 -020) Reference # (if applicable): N/A Grantor: Rehabitat Northwest, Inc Grantee: City of Tukwila Legal Description /STR: Beginning N 00 °01'04" E 498.57 feet and N89 °59'00 "E 30 feet from the West 1/4 corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence N 89 °59'00" E 279.74 feet; Thence N 00 °18'45" W 175.00 feet; Thence S 89 °59'00" W 278.30 feet; Thence S 00 °01'04" W 175 feet to the True Point of Beginning; EXCEPT the South 10 feet of the West 100 feet thereof. Assessor's Tax Parcel ID# 1523049101 • 0 Above this line reserved for recording information. THIS EASEMENT AND AGREEMENT made and entered into this day of , 2007, by and between the City of Tukwila, a municipal corporation of King County, Washington, hereinafter referred to as "CITY" and Rehabitat Northwest, Inc, a Washington State corporation, located at 3601 W Marginal Way SW Seattle, WA 98106, hereinafter referred to as "PROPERTY OWNER ". WHEREAS, PROPERTY OWNER has applied for certain permits with the CITY for the construction of facilities at 13330 32 Ave South, Tukwila, WA, which create impervious surface; and WHEREAS, the PROPERTY OWNER has completed a storm system; and Storm Water Easement and Maintenance Agreement Page 1 of 10 WHEREAS, the PROPERTY OWNER and the CITY desire that the storm system be maintained to provide adequate facilities for controlling both the quantity and quality of storm drainage; and WHEREAS, for maintenance of a storm system it is necessary to have appropriate right - of -way to bring in equipment to conduct maintenance functions; and WHEREAS, maintenance requirement is a covenant running with the land and binding upon all heirs, successors and assigns of both parties; and WHEREAS, the parties desire that this Agreement be recorded to advise heirs, successors and assigns of both parties as to the existence of this easement and agreement; and WHEREAS, an easement is needed to bring in maintenance equipment; and WHEREAS, the parties are both desirous of permitting inspection of storm system to make certain that it is functioning properly and for purposes of determining the appropriate repairs. NOW, THEREFORE, BASED UPON MUTUAL COVENANTS TO BE DERIVED THE PARTIES AGREE AS FOLLOWS: Section 1, EASEMENT PROPERTY OWNER hereby provides an easement over, under and on that portion of the property as showing on the approved Record Drawings revised pursuant to construction records for the City of Tukwila under Permit No. PW06 -020, which Record Drawings are hereby incorporated by reference as if set out in full, This easement shall be a burden to that real estate which is legally described and attached as Exhibit "A" together with Exhibit `B" and incorporated herein by this reference, and shall be of benefit to the City storm utility system. Section 2, HEIRS, SUCCESSORS AND ASSIGNS This Agreement shall be binding upon the heirs m successors and assigns of the parties. Section 3, MAINTENANCE The PROPERTY OWNER agrees to maintain the storm system in accordance with the ordinances and all applicable codes of the CITY and the Stormwater Pollution Prevention Maintenance and Operation Schedule attached as Exhibit "C" and incorporated herein by this reference. The PROPERTY OWNER does hereby agree that the CITY may enter onto the property of the PROPERTY OWNER via the easement described above to inspect and perform necessary maintenance if, after the PROPERTY OWNER is given notice to maintain, the PROPERTY OWNER fails to maintain. Further, the PROPERTY OWNER agrees the CITY Storm Water Easement and Maintenance Agreement Page 2of10 may enter onto the property of PROPERTY OWNER via the easement described above to perform emergency maintenance in the event of the storm system's failure which might result in adverse impact(s) on public facilities or private facilities of other property owners, In both events the PROPERTY OWNER agrees he /she /they /it shall reimburse the CITY for the costs incurred by the CITY in maintaining the storm system. Should the CITY incur attorney's fees and/or costs in enforcing the agreement and/or in maintaining or collecting maintenance fees, the PROPERTY OWNER agrees to pay reasonable attorney's fees and all costs incurred by the CITY. Section 4, ACKNOWLEDGMENT OF OTHER ENFORCEMENT ACTIONS PROPERTY OWNER acknowledges that there may be liability for violations of codes that could result in additional fines and/or the possibility of incarceration in addition to the fees for maintenance should violations occur. Storm Water Easement and Maintenance Agreement Page 3 of 10 SIGNED AND DATED this day of 2007 GRANTEE: CITY OF TUKWILA by Mayor ATTEST: City Clerk STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day of , 2007, before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared before me and , 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 authorized to execute said instrument. GIVEN under my hand and official seal this day of Print Name Storm Water Easement and Maintenance Agreement Page 4 of 10 Notary Public in and for the State of Wash- ington, residing at My appointment expires: _/ / SIGNED AND DATED this day of 2007 PROPERTY OWNER by Chad Detwiller STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the of , a corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in this instrument. GIVEN under my hand and official seal this day of Storm Water Easement and Maintenance Agreement Page 5of10 Notary Public in and for the State of Wash- ington, residing at My appointment expires: / /_ Printed name: Exhibit "A" Legal Description of Easement Area Tract "A" — Storm Drainage & Private Street & Utilities Tract — Made part of City of Tukwila Short Plat No. L05 -038 BEGINNING N 00 °01'04 "E 673.51 feet (673.57' deed) and S 89 °54'27 "E (N 89 °59'00 "E deed) 30 feet from the West 1 /4 Corner of Section 15, Township 23 North, Range 4 East, W.M. in King County, Washington; Thence S 89 °54' 27" E 198.30 feet; Thence S 00 °05'33" W 20.00 feet; Thence N 89 °54'27" W 35.09 feet to the beginning of a 25 foot radius curve to the left; Thence southwesterly along said curve, with a central angle of 90 °, an arc length distance of 39.27 feet to a point of tangency; Thence S 00 °05'33" W 40.04 feet; Thence N 89 °54'27 "W 20.00 feet; Thence N 00 °05'33" E 40.04 feet to the beginning of a 25 foot radius curve to the left; Thence northwesterly along said curve, with a central `angle of 90 °, an arc length distance of 39.27 feet to a point of tangency; Thence N 89 °54'27" W 93.18 feet, more of less, to intersect the East Right -of -way Line for 32 °d Avenue South; Thence N 00 °01'04" E 20.00 feet to the POINT OF BEGINNING. Storm Water Easement and Maintenance Agreement Page 6 of 10 038 Legal Description of Easement Area — Storm Drainage Utilities : — Made part of City of Tukwila Short Plat No. L05- See illustration below hereto and by this reference made apart hereof Except as may be otherwise set forth herein, Grantee's rights shall be exercised upon that portion of the Property (the "Easement Area" herein) that is five (5) feet in width having two and a half (2.5) feet of such width on each side of the centerline of Grantee's systems located as constructed or to be constructed, extended or relocated on the Property, except those portions of the Property occupied by existing building footings, foundations, and/or subsurface structures. L or I zr y L,oT z, L oT 3 Exhibit "B" LOT 5 - Storm Water Easement and Maintenance Agreement Page 7 of 10 - CASEMENT AREa _ 1 � Site Address Introduction Plan Goal Preventative BMP's Treatment BMP's Exhibit "C" Stormwater Pollution Prevention Plan for S132nd Lane — 5 -lot short subdivision SHORT PLAT # L05 -038 PW06 -020 The project is located in NW1 /4 of Section 15, Township 23 North, Range 4 East, W.M., adjacent to 32 Ave South; and within and adjacent to a private street S132nd Lane, in the City of Tukwila. The site address is 13332 32 Ave South Tukwila, WA 98168. The Tax Parcel Number is 152349 -9101. This project proposes to develop approximately 1.19 acres of existing, tall grasses and a few small deciduous trees. The underlying soils vary from medium dense to very dense glacial till soils. Catch basins and storm drainage pipes will be installed within the private street and adjacent areas to convey runoff to a Private Underground Detention/Water Quality/A 5 located in the northeast corner of the site. Roof downspouts will be individually tightlined to the catch basins, which is tightlined to the private storm detention system under the private drive. After development, 0.36 acres of the site is impervious with the remaining 0.48 pervious acres consisting of lawns, landscaping, etc. The goal of the plan is to treat all on -site runoff for water quality by directing flows to a Detention / Water Quality facility. The detention vault is designed to retain runoff volumes up to the 2 and 10 -year storm events with 1.0 feet of freeboard. The catch basins shall have stenciled next to them "DUMP NO WASTE - DRAINS TO STREAM ". Activity that involves pollutants shall be done under a covered area. The private street shall be cleaned and swept as necessary to remove debris. Interceptor swales were constructed intercepting silt -laden runoff from the site during clearing and directed the runoff to temporary traps for treatment of water before Storm Water Easement and Maintenance Agreement Page 8 of 10 releasing down stream from the site. These facilities were design for 2/3 of 2 -year storm event. Inspection Inspect the storm detention /water quality vault, at least twice a year, especially after periods of heavy runoff. Maintenance records must be kept for five (5) years and available for City Inspector review. Maintenance To ensure proper water quality treatment, the wet vault designed to allow for a minimum of 6 -inch sediment at the bottom of the vault which will be removed at a regular schedule. In the addition for the bottom 6 -inch of sediment, the vault is designed with a minimum dead - storage of three feet to allow silt -laden runoff to settle at the bottom of the vault. Person of Responsibility Name Rehabitat Northwest, Inc Address 3601 W Marginal Way SW, Seattle, WA 98106 Emergency Contact, Phone # 206 - 932 -7355 Person of Responsibility, Date: Mr. Chad Detwiller, July 13, 2007 Engineer Preparing Plan Name Penhallegon Associates Consulting Engineers, Inc Address 750 Sixth Street South Kirkland, WA 98033 Plan and/or Information Updates The City of Tukwila, Public Works Department, Engineering Division, Storm Drainage Section; is to review and approve any changes to this Stormwater Pollution Prevention Plan prior to changes in its implementation. Additionally, any changes in ownership or person of responsibility are to be reported to the City of Tukwila, Public Works. Storm Water Easement and Maintenance Agreement Page 9 of 10 Structure Date of Inspection / Maintenance CB # 1 Type 1 Insp. Results Maint. Done CB # 2 Type 2 Flow Control Insp. Results Maint. Done CB # 3 Type 2 Insp. Results Maint. Done CB # 4 Type 2 Insp. Results Maint. Done CB # 5 Type 2 Insp. Results Maint. Done CB # 6 Type 2 Insp. Results Maint. Done CB # 7 Type 2 Insp. Results Maint. Done CB # 8 Type 2 Insp. Results Maint. Done CB # 9 Type 2 Insp. Results Maint. Done INSPECTION / MAINTENANCE CHECKLIST Storm Water Easement and Maintenance Agreement Page l0 of 10 20061121000553 REjURN. 1DDRESS: PugetSoriitd Energy, Inc. Attn:: ROW Department tv. Sr- ; v r, EASEMENT :Acustoaier. form) REFERENCE #: • GRANTOR: GRANTEE: FOGET SOUND ENERGY, INC. 23+� ;:t2� ` SHORT LEGAL: �1 rr ±(� ^ P �°� ; /' o& Se s • fee ful� legal on page ASSESSOR'S PROPERTY TAX PARCEL::" /3{q ja 1. tioo -ol E 998. - 7' Fr - 3 ? - *,?..02 . ;<3 F T ` ' > r aw & jy ear S'-E ks „ 59 m 079. FT '771.1 :)U t6- 14°- 4ls / S9110 43,7a:40W S coon OP f or U MAP NO: � iTl3 n + � .1 " 6: t?'i 0'2.A e4 FILE: c For and in consi 11 d ' er � ation of One Dollar ($1.00) and other valuable consderrtlop,fn hand paid, LUrhi A/SY 1fL/11eS1, ltta Y:'... ("Grantor" herein). rte successors and assigns hereby_wnvoys and to.P„ ET. SOUND` ENERGY, INC., a' Washkigtord'CorPoration ( "Grantee" •hereln),'Its stiecessprs and asstgna for the purposes tieretnafter set forth, a nonexclusive perpetual easement over under, along, across and through. the folloWtng described real property ("Property" herein) In /GA.!? County, Washington: SEE EXHIBIT: "A" ATTACHED HERETO AND BY THIS REFERENCE MADE A PART HEREOF. EASEMENT LOCATION: Except as may be otherwise set forth herein Grantee's gg sav a (� �t Bpuop that po on of the Property (the "Easement Area herein) that Is ten (10) feet In Wldtlti � ) Width on each side of the centerline of Grantee's systems located as- constructed ot'to be coitatrut extended or relocated.:.on the.:; Proper�{tyy,, except those portions of the Property occupied by existing bul!ding footings, foundations, andicsr subsurface structures. ; Purpose. Grantee shalt have the right to use the Easement Area to construct, operate, maintain, repair, replace. Improve, remove, arid enlarge one or more utility. systems for purposes of transmission, distribution and sale rifles Arid electdotty. Together wlth'the, right of access over and across said Property to enable Grantee to exercise its fights hereunder. As•used herein; a term "systems" shall include all appurtenances and facilities as are necessary, in the of Grantee, for the operation and maintenance of said systems. 2. Grantor's Use of Easement:Area.,..Grantor agrees not to erect any structures on said Easement Area, and further agrees not to place trees, rockettes; fences or other obstructions on the Property that would Interfere with the exercise of Grantee's rights herein. •: DATED this g day 4 , 2000. GRANTOR: BY: zerf &Y aflrL.BRrNATUAEBARE REQUIRED. F oF .air. 000w�+ora a Fnoverrr TS ! �rvrrn 1.11r. re Co Records 20061121000553 PUGE S OUND EN EAS 64 KING UHltitNAL „2,5A.tr STATE= OF WASHINGTON ) ) SS COUNTY OF ) On this QS day of A 2000, beigge� me, a otary� ubbfi�c In and for the State of Washington, drily commissioned and swo , personally appeared U.,a d k-iwd 11a tq �r knevirn to be the Indivldu I() o executed the within and foregoing Instrument, and acknowledged that 1�t signed the same as 3d1.5____ free and voluntary act and deed for the uses and purposed therein mentioned. (CORPORATE ACKNOWLEOG? N1 ( SINGLE REPRESENTATIVE CAPACITY) STATE OF WASHINGTON.) • t o o 2:1 CD 2 2.Cc'( GIVEN under my hand and l'trfal,)hls hereto affixed the day and year In this certificate first abode written. w ‘srk., • << 4 G N NOTAgg, 9 . _ times ▪ ' J8L 9 � , En :i5 ,• tt ▪ WA 9 Notary anal, teal end altnotadonsand belnElda A' n/ne • Notary seal, text and ell notations m91 be InNtde 1'parglns , _„ Notary seal, tatd and all notaUons aunt ho Inside 1' margins j_ VL (j h , I-1.. 6' 11 (Print or appo starnp name of Notary) co tt •.NOTARY P LI In and for the State of Washington, residing at Nr 1 NW% - • My i expires I ` ) Y' d STATE OF WASHINGTON ) • )SS COUNTY OF ) On this day of - , 2006;:befpre ine;`ihe undersigned, a Notary Public In and for the State of Washington, .duly' commissidntid and swum, personally appeared to me known to : be the.- ' "'person who signed as of ,the cbrporhtlon thatexecuted who . signed and foregoing Instniment, and acknowledged said Instrument to be 'his/her free.acid voluntaryact and deed and the free and vbluntary`act and deed of :for the uses'ant ptupoges thefain and on ;oath stated. that was authorized `to execute the seid trument;: on bettdtf of said IN WITNESS WHEREOF I have hereunto set my hand and ORictal seal therdeVand yyartlrst above written. (Print or stamp name of INbtary) • NOTARY PUBLIC In and for:the State of Washington, residing at My appointment expires COUNTY OF ) • On this day of. , 2O08. :before me, the undersigned, a Notary Public In and for the State of • , Washington; duly comnilssioned.' and swom, personally appeared and ,to me known to be the individual(s) who signed as - • : of , the that ei(ecutedthe within and foregoing instrument, and acknowledged said Instrument to be his/her free and voluntary, act And deed.:' and: the:: flee 7ind voluntary act and deed of for the uses. •and•' therein mentioned; rind on oath stated that was authorized to execute the said Instrument :: on behalf of said IN WITNESS WHEREOF I have hereunto set my had.and official seal the day and year flrgtabove written. (Print or stamp name,of Notary) NOTARY PUBLIC for the Sthi:J.of Washington, residing at My appointment expires cult form 8 /2000 s • BEGINNING AT THE WEST QUARTER CORNER OF SECTION 15; TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; TIYENCE RUNNING NORTH 0 EAST ALONG THE WEST LINE OF SECTION 15 A DISTANCE OF 498.57 FEET; THENCE NORTH 89 °S9', EAST 3'0 'FEET. TO THE TRUE POINT OF BEGINNING; THENCI- NORTH 89 °59' FA'T 279.74 FEET; THENCE NORTH 0 WEST .175::.00 FEE'F0 THENCE SOUTH 89 ° 59' WEST 278.3() FEEL; THENCE SOUTH 0 ° 01'04" WEST 175.00' FEET TO.'POIWT OF BFGINNINCi; ,: 107027798 62267 Page 3 of 3 EXHIBIT "A" LEGAL DESCRIPTION APN: 152304 -9101 EXCEPT THE WEST 100 FEET OF THE SOUTH 10 FEET THEREOF.; ALSO KNOWN AS PORTION OF LOT 3, BLOCK 13, ROBINS SPI.ING BROOK,ADDITION TO RIVERTON DIVISION 2, ACCORDING TO THE UNRECORDED PLAT THEREOF; IN KiNGtOui' ry, WASHR?JOTON. 20060314001051 SEATTLE CITY LIGHT • Real E,§tate.Serviees 70 Fifth Avcnuc,Suitc 3012 Seattle, WA 98104-501 Page 1 of 2 /iWhIIuu!HH1j1 J� 20060314001051 POSE01 OF 02 EASEIV1ENT (Overhead'and Under 0 round) , 181 KING COUNTY 03/14/20 33.00 08 1308 P.M.#23041.5-2,618; King County AisesSor's • . • . . • THIS INDENTURE, made thi 8 day of Mach 20 o , between REHABITAT NORTHWEST; INC., a Washington dOrporation, hereinafter called the Grantor, and the CITY OF SEATTLE, a municipal corporation; hereinafter called the Grantee; WITNESSETH: . . That thc Grantor, for and in consideration of theum of One Dollar (1.00) and other valuable considerations, rccciPt of which Is hereby acknowledged hereby Onveys and grants to the Grantee, its successors and assigns, the right privilege and authority tdinkall, construct erect, alter, improve, repair, energize, operate.andinaintain overhead and underground electric distribution facilities at depths not exceeding 15 feet, Which *slap:of poles with braces, guys and anchors, crossarms, transformers, ducts, vaiilts, manholes, cabinet, containersi,conduits, wires and other necessary or convenient appurtenances to make saidunderground and overhead installations an integrated . electric system. All such electric system is to be located adoa,s;•oyer,''won and,Bnder the following described lands and premises situated in the County Of Icing,:$tate of 'WaOington, to wit: . . • That portion of Lot 3, Block 13, Robins Spring Brook AdchtiontoReveiton Division 2 according to the unrecorded plat thereof; •Sittiate in ,the northwest quarter of Section 15, Township 23 North, Range 4 East, W.I)A., in King County, Washington, described as follows: • • . . Beginning North 00°01'04" East, 673.51 feet (673.57 feet deed) and SOBt :89°54'277E4'Si (Nortb 89°59'00" East deed), 30 feet from the west quarter comer of said,Sectin 1; thence South 8054'27" East, 198.30 thence South 00 feet thence North 89°54'27 West;35l09 feet•tel.a . point on a curve to the left having a radius of 25.00: fect;0' . • thence southwesterly along he arc of said curve through a central angle of 90°00'00" an arc distance of3 feet; thence South 00°05'33" West, 40;04 fect thence North 89°54'27" West, .26.00 feet; .• • thence North 00°05'33" East 40.04 feeeto, a point on a curve to the left having a radius of 25.00 feet; thence northwesterly along the are of said eurye through a ventral angle of 90°00'00" an arc distance of 39.27 feet; :, • thence North 89°54'27" West, 93.18 feet, thoreor leas, tO the east margM Avenue South; : •:. thence North 00°01'04" East, along said east mai 20.00 feet' to the point . ,of • beginning. •. • • ALSO, the south 5.00 feet of the north 80.23 feet of the west.118.10 feet of tot Block 13, Robins Spring Brook Addition to Reverton Division . 2 aecordirktOihe unrecorded plat thereof. • •. • •. LEGAL DESCRIPTION BY DF 28 FEB 2006 • EXCISE TAX NOT REQUIRED cusion BY *at Together with the right at all times to the Grantee, its successors and assigns, of ingress to and egress from said lands across adjacent lands of the Grantor for the purpose of installing, constructing, reconstructing, repairing, renewing, altering, changing, patrolling, energizing and ,operating said electric system, and the right at any time to remove all or any part of said electric systeinn fiomksaid lands. Also. the right to the Grantee, its successors and assigns, at all times to cut and trim brush, . trees'or otherplants standing or growing upon said lands which, in the opinion of the Grantee, interfere with themaintenance or operation of the system, or constitute a menace or danger to said electric and system...' • The Grantor,its administrators, assigns, hereby covenant and agree that no structure: or fire hazards will he erected Or permitted within the above described easement area without prior written.approval from the Grantee,_its siuccessors or assigns; that no digging will be done or penmitted within the easement'arca which Will in any manner disturb the facilities or their solidity or unearth any portion thereof; and that,iio_blasting or discharge of any explosives will be permitted within fifly(SO) feet of said lines and appurtenances. The City of Seattle is.to.be responsible; as provided by law, for,,ahy damages to the Grantor through its negligence in the construction; maintenance and operation ,6f said electric system across, over, upon and under the property of said Grantor. The rights, title, privileges and 'authority hereby granted Shall continue and be in force until such time as the Grantee, its successors and .assigns shall permanentlyrernoV'e all said electric system from said lands or shall permanently abandon said.electric system at which time alt s ich rights, title, privileges and authority hereby granted, shall terminate. IN WITNESS WHEREOF, this instrument has been executedthe day and yearFrst above written. REHA$ITAT NORTHWEST, INC., a Washington corporation. . By: - Steven Detwiller, President Page 2 of 2 STATE OF WASHINGTON COUNTY OF K►w G On this ? ..(2-1 day of ihse 2(} Z O cp beforemepersonally appeared STEVEN DETWILLER to me known` to be the Preside>at.of REHABITAT NORTHWEST, INC., the corporation; that execitted;the Within and for4going instrument, and he acknowledged that said instrument was the, free and voluntary act and deed.of said corporation for the uses and purposes therein mentioned, and.he on oath stated that'he was authorized to execute said instrument. IN WITNESS WHEREOF, 1 have hereunto set my band 'a and yea;` w ritten. + 4t},. No : Public in and for the , St e'ofW ngton, J . '.40304 x 2 residing a , Gp� , / ,, ,( i 9 r-O.t- 0 4 M commission ex fires // v esnrt\rent.t4 j wc. ,,. teial s .the day 20070801000856 Reference Number(s) of Documents assigned oryeleased: . Additional reference #'s on page oedoctinent ::.. 7,. Grantor(s) ,.(Last n e, first name, initials) L ea,1.4:141, 1 :2:3, 2. 1 Additional names on page of document. . . ... ,Gran,tte(s),: first, then first name and initials) 1. 1. • ' ',.... ...: ...: , ., .•• ,.: : Additional napiesn page of document. .. . . ..., . , . . . . ... . .: . . .. . LegaideseriPtioxii (abj5 lot, iihsck, plat or section, township, range) MO Additional legal is on page r* of document. .,.. Assessor's Property Tax Parcel/Account Number :: ''.:- 0 Assessor Tax # not yet assigned ..0: .- j&44 -qtai • .„. The Auditor/Recorder will rely on the informationlicOvided op:the girm. .The staff will riot read the document to verify the accuracy or completeness of the indexing inforMatitin provided herein. . . ,...," ; ... • • CEIVED AUG 3 Tulcd71LA PU3L1C WORKS 20070801000856 Return Address: deft k &266 Sa4Leics-4146 08/01/2087 13:38 &j t ifi‘n REHABITAT NORT ROSA 47.88 PAOE001 OF 008 " COUNTY, UA lnformauon WAS IN TO Si TE:ttECORDER'S Cover Sheet cw 65.04 1 am requesting an emergency nonstandard recording, or Ati ad. itiorial fee'as provided in RCW 36.18.010. 1 understand that the recording processing reqUireMenti m4 or otherwise obscure some part of the text of the original document :;•• • ........... Signature beRequeitingArty ;:* Return to: City Clerk':._ City of Tukwila.: ' 6200 Southcenter Boulevard Tukwila, WA 98188 Page 1 of 8 • • Above thisline'reserved for Re SENSITIVE AREA:.EAS,EM GraF torl8orrower REHABITAT NORTHWEST, INC: Grantee /Beneficiary: CITY OF TUKWILA, a municipal corporatfoxi of,,Kirtg County, Washington ''Document Reference•Number(s): L05 -038 Section/TOwnshipIRange : NW -23 -04 Assessor's Tax Parcel Nurnber(s) :;152304 -9101 • Property Legal Description (abbreviated,) 152304 101 BEG N00 -01-04 E 598 57:FT & N 8959- 00 • E30 FT FROM W % COR SEC 15 TH N 89 -59-00 E 279.74 FT 114 N00 -18-45 W175 FT•TH 989 -59.00 W 278.30 FT TH S 00 -01 -04 W 175 FT TO BEG LESS S 10 FT OFW 100:JT•THO''' • 0 SENSITIVE AREA EASEMENT This:.$ENSITIVE AREA EASEMENT is created April 6, 2007 by and between Rehabitat'Northwest, Inc corporation address is. 5639 16 Ave SW, Seattle, WA 98100; (Grantor) and the City of Tukwila, Department of Community Development, whose address is 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (Grantee); '• • • The grantor is the fee . simpletitle bolder . of real property located in the City of Tiukw Ia :. Kirig County, and the State of Washington, legally described in Exhibit A. The Department of Gomr.,rmunity Development (DCD) for the City of Tukwila is charged with administrating Tukwila Municipal Code (TMC) 18.45 "Environmentally Sensitive Areas ", as a.rmended, and Permittee /Grantor has. applied for'shortplatapproval (DCD File Number L05 -038) to develop the property described in'exhibit A with four single family homes. A portion of the buffer for Wetland:1 7, as identified 'on,the :City's, Area Map and thee'applicant's Wetland Study, extends.on to the property. Wetland 17 a type two (2) : and requires a buffer of eighty feet. TIVIG.18.45.090 permits the applicant to reduce the bufferarea of a wetland by.up to 50-percent, provides the buffer area is not classified as steep slope and..that the remaining buffer its enhanped. DC13 determined that a buffer reduction for the project would be appropriate. Permittee /Grantor has provided enhancement of the remaining Wetland buffer area. Permittee /Grantor has agreed to grant the City of Tukwila a Sensitive Area Easement that 'protect§ the wetland and wetland buffer area (hereafter "Easement Premises) on the property and`restrictsfurther development of the area shown in Exhibit B. The°°City'of Tukwila shall record this Agreement with the King County Recorders Office. • • • • ACCORDINGLY, Grantor..cortveys th #s S@nsitiveAreo to grantee pursuant to TMC 18.45.170 "Seri and conditions stated below. 1. The purpose of this Easement isto protect the functionsandMvalues of the existing wetland, its associated buffer, and its natural resources on the Easement Premises consistent with the Permit' and the,protection of the benefits to the public derived from wetlands and integral habitat, by requiring Grantor to maintain the easement Premises in it it§ natural' and undeveloped conditions. Page 2of8. • o . Grantor acknowledges that future activities within the wetland and wetland buffer are strictly limited under TMC 18.45 'Environmentally Sensitive ..Areas° as the chapter currently exists and as may be amended in the ,future. 3. This .Easement shall be binding upon successors and assigns of the parties "and s hall run with the land in perpetuity unless modified or terminated by *ritten:agreement of the parties. 4.:` In order to ensure prope' aintenance and care of the wetland buffer area, City Tukwila have access to the wetland buffer area on lots four and five . of thershort..plat:: This access shall not be interpreted to :`allow members Of the general publjo to the wetland buffer area 5. Thls easement May be modified or ly,.in writing through amendment of the Easement: Any modification etiatl be consistent with the purpose and intent of the Easement and TMC 18:45 as may be amended. GRANTOR: Rehabitat Northwest, A WASHINGTON STATE CORPORATION . . . .' WITNESS WHEREOF, said individual(s) have caused this instrument to be executed-this aa day of re **1 , 2007. e 4 . Authorized Signature STATE OF WASHINGTON ) )ss: COUNTY OF KING • ). • Authorized Signature 0 • • 1 • • • • • I certify 1 have know or have satisfactory evidence ihay54—& Lkirt r . , is/are the person(s) who appearedbefofe me; and seid"pecton(s) acknowledged that he/she/they signed this instruMent.on'oath stated that .s. — he/she/they was/were authorized to execute the instrurnent.nd.acknoWledge as .-- - the . ." 0 1.),_7.n..er , , s. •• of ' • ..:' the a Washington State Corporation, to be the free and Voluntary act of such party for the uses and purposes iiientioned in the..Instrument. ..,.. . , Dated (Y\do.j( . ( 4,'2,i :. '''. I , oTA4 • 1 - • -- I Nb-tary.PUblic i rf an ('a' residing at ii, - My appointment expires‘... Page 4 of 8 GRANTEECITY OF TUKWILA Mayor ATTEST: CO CIerk • STATE QF WASHINGTON ) ) ss. County of King ) Qn this :.� day of 0 11/4 ,..2 ©:: Off: . before me, the undersigned, a Notary Public in and for the S tate.. 4of Washington, duly missioned ;` and sworn, personally " appeared - ,, 'e- -ON M Lt 1(Q t and E .' ..C', 6 n-1-EA , krioVsin s to one to be the 'Mayor and City ;; :Clerk, respectively, of CITY OF TUKWILA municipal corporation that executed the_foregoing instrument, and acknowledged it to be the free and vokuntary act of :said municipal corporation, for the uses and purposes mentioned in this instrrnent,.- and:on oath stated that he /she was authorized to execute said instrument: WITNESS my hand and vfficiial. hereto affixed the day and year above written. Page 5 of 8 Da-act a. a I rnhe print name 4/./14 N ., TARY PUBLIC.in and for the r State Wasj ington, residing at . ,"• • Exhibit A:•• A legal description of the Grantor's Property, inclusive of the •• • Easement Premises. Exhibit B A site Map clepic I g the Grantor's Property showing the wetland area and We'tlandtuffer which is the Easement Area. • ••• .• •. • .,• 4 • • LIST OF ATTACHED EXHIBITS Page 6 of 8 • • The eest.80.feet.Of King County Parcel 152304-9101. The parcel is legally • described as :—. :o , . ..,.„ BEGINNING N . 0p 6 oi '04"E 498.57 feet and N 89° 59'00"E 30 feet from the West 1 4 corner of Section 15, Township 23 North, Range 4 in Ping Courity Thence 89°5'00"E 279.74feet, .Thence 001 8'45"W 175 Thence 8.9° 59'oo"yst18.3o feet; Thence 60 feet to ..the True Point of Beginning; EXCEPT the South 10 feet of the West 100 feet thereof The easement area encompasses ipproxiMatelyi4,60'square feet . . ... (Legal taken from survey OrePared„by.Empiet.tC. Dobb, dated September 1-2, 2005) • • Easement Premise .• . Exhibit "A" • . • . . • • • • Page 7 of 8 • • • gxHiBrr B 0E11c110N/0F SENSITIVE AREAS • • • Exhibit "B" Site Map Page 8 of 8 SE,N5.1T1 VE /AREA P4R.GEL: .• , 20070801001057 Reference Number(s) of DocUments assigned or released: .... .,, Additional reference #'s on page ofdocument Grantot(i name, first name, initials) -,.. ' - -•...:... ..: ..:.'' :,.. :::' : 1?; 1. 12e1,J.; Par&Ozsi T.Ac— . : :. . .. .:. Additional narnes on page of document. . . Grant ) (Last am first then first name and initials) d Re' '4'6,4 /1/4.■ 77',.. , --.::. , ::Additional names on page .- Of document. Legal deicriptionabbriviateil: ; i:6: lot, hiocic, plat or section, township, range) - Tro.c....k .- A ialce-k IS,' la...v.... • :: fidlai., 0 f f t.ter .4 70.. ) Additional leghl is oWpage - ofidocument: -. ...- . Assessor's Property Tax Parcel/Account Number 0 Assessor Tax # not yet assigned / 3cAt lint . The Auditor/Recorder will rely on the information proVided On the forrit. The staff will not read the document to verify the accuracy or completeness of the indexing informOioq'provided tr&eity." Retutn A dress: Ra4.4.4; 444 74 366( alet 98A)C ... KING COUNTY, UM • 1 1 111 39697 PAGE001 OF 005 08/01/2887 14:18 1 Please print e infailnation WASHINGTON STATE RECORDER'S Cover Sheet 1 am requesting an emergency nonstandard recording for an Additional fee feeasprovidedin RCW 36.18.010. 1 understand that the recording processing fequiiem6ntsAhayoOver up or otliervii$e obscure some part of the text of the original document . • .•-•• ..... '• !•• When recorded return to: . . Rehabitat Northwest, Inc :.3601 W Marginal Way SW Seattle, WA 98106 DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT Grantor.. Rehabitat Northwest,Inc Grantee: Rehabitat N4ithwes4;ine Abbreviated Legal DeScripOn:Pcition of Tract A, Block 13, Robins Spring Brook Addition to Riverton Division 2, according to the unrecorded plat. . . Assessor's Tax Parcel Number S: . 452304901 • I • • • Reference Numbera of Documents Assigne4 or,Relea.sed: N/A The parties to this Agreement are the of Lots 4, 3,,,4 5;*Tulcwija * Short I Plat No L05-038, filed on the f thy of 4 2006, under JCing County Auditor's File No 2067osoichxt.c ,And legafly described /as follows . . Beginning N 00°0104" E 498.57 feet and N feet from the West-V4comer of Section 15, Township 23 North, kinge4 East, W.M., in King County, Washington; :Thenc 89°59'00" E 279.74 feet; ThenceN 0.0 W 175 feet; Thence S 89°59'00" W 278.30 feet; Thence SA)0°01'..047 WI175 feet to the True Point of Beginning; -gxcEvr the S6uth;s19 : feet' of the West 100 feet thereof. 1. For valuable . coniideration rec eiiied,..receipt 9f which is hereby acknowledged, Grantor herebconveyS, creates, declares and imposes an easement for utilities five (5) feetifi width, l alotig,..kruit and under the following described real property: • Page 1 of 4 4 Easement No. 1 — See Exhibit "A" Attached hereto and by this reference In e a part hereof . . . Except as may be otherwise set forth herein, Grante0;ights.shall'be exercised upon that portion of the Property (the "Easement Area" herein) that is five (5) feet in width having two and a half (2.5) feet of suc.b width.. ..... on each side of the centerline of Grantee's systems locate4,.p.s.con.struct0 I . or to be constructed, extended or relocated on the Property, except those portions of the Property occupied by existing building footings, foundations, and/or subsurface structures. 2. This easement shall be non-exclusive and perpetual and shall run with the land and benefit the heirs, successors, transferees and assigns of the owners of Lot 2, LO13, & Lot 5, Tukwila Short Plat No L05-038, described above. This easement shall maybe construed as personal. • 3. The parties; their heis, sueceSSOrs, and assigns further agree that all costs of maintenance, repair ofreconsOction of that portion of the private storm drainageiswale used in cominOwShall be borne in equal shares, expect that the owner a of any easterly parcel shall be responsible for the part of the swale west of their property lin0;iti,Ea when necessary to repair, clean or reconstruct the drainage swale, the parties to this.agreement shalt:have a right of entry for that purpose, except that each party hereto shall inclemhify and hold the others harmless from alt dainage caused solely:.by that party .' The terms and conditions of this and subsequent paragraphi concerning the use and maintenance of the easement shall:not be construed as.personal but shall run with the land for the benefit, burden or all su or assigns . . on either side of this agreement:: •' 4. Any party desiring to have maintenance and/Or repair work done on the roadway shall obtain a minimum of 2 bids for the work, and Shall notify the Other Owners in the plat in writing via certified niaikofthe titneanchAace of a :meeting to consider and vote upon the proposal. A vote of of the lot owners shall be required to approve the proposed maintenance of If a lot is owed by more than one person, the approval of all owners of said lot shall be'reqUired to constitute an approval for that lot. 5. If : said rapair Or proposal is approved, then each owner shall be assessed thaeportioti ofthe pri storm drainage swale used in common shall bebtline:in equal shares, expect that the owners of any easterly parcel shall not be responsible for the part of the swale west of their property line. If after 30 days after written demand any oWne?s,assessment remains due and unpaid, then eaeli.owaer hereby consents to and grants the other owners the right to place a lien and fOreclOse puruant to 60.04, against the nonpaying owner's lot for the outstanding bOance, together with the costs of preparation and recording ofsaid lien, including reasonabje attorneys fees. • by Page 3 of 4 4/ SIGNED AND DATED this day of ieIt 2007 arad: Detwiller Chad DetWiller 2 STATE OV WA.S14INGTON )ss. / COUNTY OF KING : . On this day personally appeared before me 1 A to me known to be the individual described iii..:and*ho executed the within and foregoing instrument, and acknowledges as and voluntary act and deed, for the uses and purposes therein mentioned, and further stated that _he was authorized to execute the withinanctforegoing Declaration of Easement on behalf of said . corporation. GIVEN under my hand and official seal 'this,. : ;;;:....,. .-... ,,,,,...0 ...'. '-' 0 :c6r —,... .-:. : ........ . ,;; :- :.... ..t , Sup : •,.: :• ••••• . • — ....... ,, ''.....7 - ;: t t .. ...... .... c,... --- yr. : . .. letiS41113; ..,- . . . . • Notary Public an ington, residing at My appointment: Printed name: h- Page 4 of 4 Exhibit "A" Depiction of Easement L o 'r 3 -.'Eagmarsc A . . ....... . LOT R 20070801001058 Reference Number(s) of Doeuments assigneil or released : .... .: .' Additional reference #'s on page ofdocument : .... •., -:.. , „ Grantoi(SyiLast n e, first name, initials) • ' I. a 61/401:‘'104, vt ::(05c— • 2 . ,.•• . .. .•:: Additional ianiis on page of document. '...:. :::...... , ... . Oran ee 9 4Last i*ip first, t first name and initials) ••.: .... •-•". . . .... 1 '. fim;i:4- F'Jir41-j : . . Additional name's on pa 'of document. . . Legali lot, bleick, plat or section, township, range) ' . „.. . 114.../.- IA' e,:;43:...*:. 47, . kelek4fts.) 4—t) R1'4,0 Additional le is on 0* ofdocum nt. Assessor's Property Tax Parcel/Aceentit NUmbOr :: • '.,.. 0 Assessor Tax # not yet assigned ....- 1=36 9 /01 The Auditor/Recorder will rely on the information proVided the forte. The staff will not:read the document to verify the accuracy or completeness of the indexing informationprovided ltirein: • Return Address: f2t141;‘..+ is•gcLeil- T.-e- /. 340 alt.lti 64 st5 I I I I 11' 1 1 1 1 1 I II 111 I 1 11 1 1' I I I 111 I 111 1 1 ' 1 1 111 1 1 1 1 1 1 1 11 I I 1 III 1 111 2007080100105 pAGgeet OF 005 08/01 /2007 14 : 18 .• • Please or e ASHIP4 'ION tAT ICINAEG COUNTY UR li 1 am requesting an emergency nonstandard recording.fot an additionai fee!aiprovided iii RCW 36.18.010. I understand that the recording processing requirements May.COver up o otherwise obscure some part of the text of the original document : *. .• . . . •ehabitat Northwest, Inc 3601 W Marginal Way SW Seattle, WA 98106 DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT Granter: Rehabitat Northwest; Inc • • 1 When recorded return to: • . Crrantee;Iehabitiitilbrthwe‘st, Iic . • . . . ,•• Abbreviated Legal Description: Portion of Tract A, Block 13, Robins Spring Brook Addition to Riverton t:0 the unrecorded plat. • Assessor's Tax Parcel Numbers 152049101 Reference Numbers of booeUrrien&Assignia or Reie • .. • ••:. The parties to this Agreement are the owners of ShfSit Fiat No L05-038, filed on the 61 ' daY'of :;166kundeeXing County Auditor's File No.A0070gotel000ta ;,an4 le0a1lytlescribed as fogOws: . . • . • • , , Beginning N 00°01'04" E 498.57 feet and /4.89°59 feet from the West 1/4 corner of Section 15, Township 23 RitIVRange 4 East, inKing County, Washington; •.': : N 0°59'00" E 279.74 feet; Thence N 60°1845" W 175 feet; Thence S 89°,5 278.30 feet; •• Thence 0 Ixt: 175 feet to the True Point of Beginning; EXCEFf $6uth 10feet athe West 100 feet thereof. 1. For valuable conWeration receiVed,:.reCeiptof which is hereby acknowledged, Grantor: hereby conveys; creates, declares and imposes an easement for utilities.fwenty (20) feet in Widkover, along, across and under the following described real iiroperty:: Easement - See Exhibit "A" Attached hereto*d,by this reierince:Moilkiy4rt hereof That portion of the following described tract s as follows: BEGINNING N 00°01'04"E 583.94 feet and S .89°5027"El3a feet frOin,. the West 'A Comer of Section 15, Township 21Notth, Ran . . W.M., in King County, Washington; Thence S 89°59'59"E 150.12 Feet; • Thence S 00°05'33"W 20.00 feet; Page 1 of 4 • • • • . • • • • • • • .r r ••.. • • Thence S 89°59'59" W 150.12 feet, to intersect the East Right of Way Line for 32nd Avenue South; Thence S 00°01'04" E 20.00 feet to the POINT OF BEGINNING. 2 This easement shall be non-exclusive and perpetual and shall run with the lad nd.benefit the heirs, successors, transferees and assigns of the owners • of Lots Tukwila 'Short Plat No L05-038, described above. This • : easement shallhot be .Construed as personal. . • 3. Thetarties, theirh010; assigns further agree that all costs of maintenance, repakOr reconstnictiOn of that portion of the utilities used in common shall be borne in citual expect that the owners of any westerly parcel shall not responsible for the part of the utilities east their connection, .and when neceSsarS to repair or reconstruct the utilities, the parties to this agreement shall have a right of en* for that purpose, except that each party bereto shall inclemnify'and hold,theOihers harmless from all damage caused solely by that ./Sarty'. Theterins of this and subsequent paragraphs concerning the use'anil maintenance of the easement shall not be construed as persOnatbdt.shall _tun With lanctfor the benefit, ..: burden or all successors, transferees or:assigns:On either side ofthis agieement. 4. Any party desiring to have maintenance anEvor*epair.wOrk done onkhe ...roadway shall obtain a minimum of 2 bids for the work, and }l1 notify the other owners in the plat in writing via certified mailbf the time and place of a meeting to consider and vote upon the proposal. A vote of 4 of Ole 5 lot :.:.• owners shall be required to approve the proposed maintenaiiecjor repair. If a :lot is owned by more than one person, the approval of all owners of said lot shall be required : t6 constitute an approval for that lot. . • : : 5. Ifsaid repair or maintenance proposal is approved, then each owner shall be assessed a one fifth share of the total bill for the work If after 30 days after written demand any.owner'S assessMent:remains due and unpaid, then each owner hereby consents and grants the the right to place a lien and foreclose Saidllien, pursuant to RCA/.60.04,. against the nonpaying owner's lot for the outstandirig.bilanO, together with the costs of preparation and recording of said lien, incluclingreasonableiattotileyi•fees. . .• Page 2 of 4 • • •••• •!: • • . SIGNED AND DATED this rit day of A 2007 Chad Detwiller by Chad DetWiller... . „ STATE OF WASHINGTON ), COUNTY OF KING Y.: . , On this day personally appeared c before me Arcot Lim tut I to me known to be the individual desoribed executed the within and foregoing instrument, and acknowledges that _he sigiled,the same as free and voluntary act and deed, for the uses and purposes therein mentioned, and Airtliir stated that _he was authorized to execute the within and foregoing on behalf of said corporation. Page 3 of 4 GIVEN under my hand and official seatihi " 0 AL.: i ll° Mr I IF Notary Public . in and for the $ -Of Wash- ington, residing at iket.41 My appointment exp■ires: 11) /0 Printed name: Skattl_d_Zeil-- Page 4 of 4 • EXHIBIT "A" Depiction of Easement *le 20070801001056 Reference Num ber(s) of Doiuments.assigned or released . ... .: ..: . Additional reference #'s on page ofdocumeni ..: .. • . , ... , .... :• .:-'':... Grantor(s) • (Last name, first name, initials) 1. Rit.4.1*14■`. Mar 4"1.441LSA M44 Additional on page of document. - : .• Grantee(s);(Last.name first, then first name and initials) 1. gi.14.4,14,4 :.4,4610,14. .._ .::. : ... 2 . • • . : . ... .,:.•,:, Additional names 6n page :nf document. Legal description (abbreviated i.e. lot, block, plat or section, township, range) , ... „ • . ... Tr.- A I at1j4,.„.15; v S i't4 ■Ais A.1)..... Ae., R:41•04‘,#. Additional legal is on page :• ofdocumeht. . . . .. . ,_, Assessor's Property Tax Pn rcel/ACCount Number : U Assessor Tax # not yet • . assigned . . .. ;••• The Auditor/Recorder will rely on the information provided on the foim. The staffwill not read the document to verify the accuracy or completeness of the indexing inttinxiatioh proiidedlierein. . . . . . 4 '4 Retuiti Address: 1 111111111 11111 124“:41.C 704 .4. 14 *.) se) 1 0070801001056 3.461 SdAs• 44Y (IV& - ''''' PAGE001 F 004 O REHABITAT EAS 43.00 08/01/2007 14:18 • KING COUNTY, UA Please riot orlype infonnatitin WASHINGTON STATE RECORDER'S Cover Sheet RCW65.o4 1 am requesting an emergency nonstandard recording . for an additional fed is provided in RCW 36.18.010. 1 understand that the recording processing requirements ma' obver..40 ottierWiad: obscure some part of the text of the original document. � When recorded return to: Rehabitat Northwest, Inc 3601 W.Marginal Way SW .:attle, :WA 98106 DECLARATION OF;EASEMENT AND MAINTENANCE AGREEMENT • Grantor: Rehabitat Northwest ] .Inc • Grantee • Rehabitat Nor€ west, Abbreviated Legal., Descriptiott:Portidn of Tract A, Block 13, Robins Spring Brook Addition to Riverton Division 2, according,to the unrecorded plat. • Assessor's Tax Parcel Numbers: 1523049101 Reference Numbers of Documents Assigned or' __e1eased: Nl.A . .:.The parties to this Agreement are the owner of Lot 1, Lot..3, of 486 Lot 5,;Tukwila Short Plat No L05 -038, filed on the I� ;",..:day:of A;, a ' 2006,:uncder rang Cc my Auditor's File No $7o6o1w660.b3;:an 1egally.described as follows: Beginning N 00 °01'04" E 498.57 feet and N 8059'00" E 3b feet from the West ''A corner of Section 15, Township 23 North, Range •4`East W.M. in King County; Washington; Thence N 89 °59'00" E 279.74 feet; ,Thence N 00°18'45" W 175 feet; Thence S 89 °59'00""W278.30 feet; Thence S`000 W 175 feet to the True Point of Beginning; EXCEPT the South of the West 100 feet thereof 1. For valuable consideration received; receipt:of which is hereby acknowledged, Grantor hereby conveys,' declares and imposes an easement for ingress, egress, and utilities. twenty feet in Width, Over, along, across and under the following described real property; BEGINNING N 00°01'047E673.51 feet (673. deed) and S 89 °54'27 "E (N 89 °59'00 "E deed) 30 feet from the West Canner :of$ection 15. Township 23 North, Range 4 East, W.M. in King County, Washington Thence S 89 °54' 27" E 198.30 feet; • Thence S 00 °05'33" W 20.00 feet; Thence N 89 °54'27" W 35.09 feet to the beginnin the left; Page 1 of 3 of a 25 foot radius curve.td • • • Thence southwesterly along said curve, with a central angle of 90°, an arc length distance of 39.27 feet to a point of tangency; Thence S 00°0533" W 40.04 feet; ..Thence N 89°54'27"W 20.00 feet; .." Thence N 00°05'33" E 40.04 feet to the beginning of a 25 foot radius curve to the left .Thence northwesterly gong said curve, with a central 'angle of 90°, an are length • •-• distance of.39.17 feet..gb a point of tangency; Thence N.8054'2t W 95.18 - feet, more of less, to intersect the East Right-of- ' Way AVOtie Sosrth(":.,., Thence.P 0°0104"E 20.60 feet tcr the POINT OF BEGINNING. •• , .;• •... 2. This easement shall be non-eitehisive and perpetual and shall run with the land and benefit the heirs, successors, transferees-andassigns ofthe owners of Lot 1, Lot 3, Lot 4, & Lot 5, Tukwila Short'PlatN461 L05-038, desokibed above. This easement shall not be construed as:perSonal. . • . . , , . , 3. The parties, their heirs, suoCesSorS, and assigns further agree that all costs of ,M4intenance and repair occasioned by'nOrmal wear and. tear of die traveled portion of the easement shall be borne in equal. shares by parcels served tiieret0, qicept that each party hereto shall indemnify and ho! the otbersAia.riiiless'Iro* aU damage caed solely by that party. The terms and c6n.ciitio:s o this Paragraphs concerning the use and maintenance of the easetne4..sshail not be construed as personal but shall run with the land for the benefitbiirden or all successors, transferees or assigns on either side of this agreemenf; 4. The easementroadkv described herein shAll be composed of asphalt paved to a . , .• , . minimum width of : feet, _ There shall be no parking on the • - isphalt surface of the:easerneM. Trash and recycling containers shall not be placed upon the roadwai..f 5. Any party desiring to have maintenance and/or repair work done on the roadway shall obtain a minimum of 2 bids for the work, and shall notify the other owners in the plat in writing via certified maitofthe time and iila0:of a meeting to consider and vote upon the proposal. A 3 of the 4 lot Ow.fiers,4hall be required to approve the proposed maintenance or repair. gal& is owned by more than one person, the approval of all owners of said lot shall be required tO constitute an approval for that lot. • • • • Page 2 of 3 • t_ . ... . .6. If said repair or maintenance proposal is approved, then each owner shall be assessed .. . . . a one fourth share of the total bill for the work. If after 30 days after written demand !' . .. • . , any owner's assessment remains due and unpaid, then each owner hereby consents to and grants the other owners the right to place a hen and foreclose said lien, pursuant to P.CW60.04, against the nonpaying owner's lot for the outstanding balance, • togethei with the costs ofpreparation and recording of said lien, including reasonable attorneys . , SIGNED AND DATED Chad DetwilIer by Chad Detwiller Page 3 of 3 • • • • • • STATE OF WASHINGTON ) • • ) ss. COUNTY OF KING On this day personally appeared before me' • eka be the individual described in and who executed the within, acknowledges that _he signed the same as free and voluntary act and purposes thereih mentioned, and further stated that _he was authorized to foregoing DeciaratiOnofEasement on behalf of said corporation. • : acTEN under my hand and official seal this 1 da of .„: • • • . „ toine .known to instrunien4 and deed uses and ekeeute within and •. ... J e..e., pr...;. ,. Notary Publi an. fo V e Stae of Wash- .'. 0' l'' -.'-'.' `' "=....1 .•':: tn , on residing at ect.4.1 . v..41 , - ...',.,,•• .,-",t',, ....::... , . t ;,.. y app orntment expires: tO fat /20O Printed.n0e: . • =• ..• Puer , : ,..‘ :... ...... •-: ...: •'.. - . • •••D . .:A .. . . . -.:. 11 .. .. . .. • • • • • • • • • •• • • • • 20070801001055 (or fransactio�s ,4ottained thcreiii); (all areas applicable to your document must be filled in) F.oxiotio. ..'.. •-•4 ' 3. ::• . : . .. .• . ,.:. Reference Number(s) Additional reference of Documents aisigned or released: #'s on page of document: „ .. .---,...... Gr 81 (Past 1. naraq, first game initials) 2. . „,. :•• Additional names on page of document. Grantee(s) (... Mite first, then first name and initials) P4.12 ;4 41414345i .1744c- • , . Additional names on page of document. , . Legal description (abbreviated../ i.e. lot, block„ plat or section, township, range) 7- - A JILL131 R416 £ s 4o atfer4/ / Additional legal . : .. arioigri'cra.) is on page .. of doetiment. : .: .....: ......' :„ Assessor's Property Tax Pareel/Acconnt Number.: .-- U Assessor Tax # not yet assigned /5.'36°19' oi s s The Auditor/Recorder will rely on the information prOided on the fOrm. The staffwill not read the document to verify the accuracy or completeness of the indexing itiformation Provided herein.'; ..,.. „ --..,....., 1 Ret11111 Address: PtALW Argtxri -'3661 14 ( e 11(44 Al - 20070801001055 RENABITAT 44 VAGE001 OF 005 AG 08/01/2007 14:18 KING COUNTY, WA t r tvac informali WASHINGTOMST E ORDER'S Cover Sheet ( RCW 65.04 . . I am requesting an emergency nonstandard recording.for an additional fee?' aoprovided RCW 36.18.010. I understand that the recording processing reqUireraents.inay over up or otherwise obscure some part of the text of the original doctufient. Signature ofReqiiditingi="Arty:' 1 4' When recorded return to: • Page 1 of 4 • 1 • • • „Rehabitat Northwest, Inc 3601 Marginal Way SW Seattle, WA 98106 . ,• •— • DECLARATION OF EASEMENT AND MAINTENANCE AGREEMENT Grantor: Rehabitat Northwest, Ic GranteeAehabitat Nbrthwest, Inc ..:•• Abbreviated Legal Descriiion: Portion of Tract A, Block 13, Robins Spring Brook Addition to.RivertonDiv.ision2;.according to the unrecorded plat . . Assessor's Tax Parcel Numbers 1523O49101 . •,.. •.. • . .• • . Reference Numbers of NeurrientSAssignea 9r Released1,1•1/A • •:, The parties to this Agreement are the owners oftot P5/Ttdcwita Short Plat No L05;#038, filed on the 1 If day of •'''' 4- : 2096;tiliderkipi CAI* Auditor's File No. 2001 0801q0000 leially..described a*folliSws: eginning N 00°01'04" E 498.57 feet and N.89°59'007EJO feet from the West Xs comer of Section 15, Township 23 Nc;ii.h East, WM, in :.•' King County, Washington; Thence N 89°59'00" E 279.74 feet; .• Thence N 00°18'45" W 175 feet; Thence S 89°59 oij'A 278.30 feet; Thence S'00 W 175 feet to the True Point of Beginning; EXCEPT the South 10 West 100 feet thereof • ,• . 1. For valuable received, receipt of which is hereby acknowledged, Grantor hereby conveys, creates, declares and imposes an easement for utilities five oyfeqtiti width along, and under the following described real property::: „:. • , . Easement — . . See Exhibit "A" Attached hereto by this refere •capart hereof Except as may be otherwise set forth herein,,Grantee'S shall be exercised upon that portion of the Property b.ere*) that is five (5) feet in width having two and a half (2/5) feet such Width • , on each side of the centerline of Grantee's systems located ai or to be constructed, extended or relocated on the Property; except thp8e* • 0 portions of the Property occupied by existing building footings, foundations, and/or subsurface structures. easement shall be non-exclusive and perpetual and shall run with the land :and benefit the heirs, successors, transferees and assigns of the owners of Lots 1,5;Tiikwila Short Plat No. L05-038, described above. This easement shall hot be construed a'S personal. The parties, ; their heirs, streCeSsors, and assigns further agree that all costs of Mainienanceand rePair.:Occasitinedby normal wear and tear of the traveled portion of the easement shall in equal shares by the parcels served hereby, except that each party. shall indemnify and hold the others hairaless. damage solely by that party. The terms and conditions orthis and subsequent paragraphs concerning the use and maintenance of the easement shall not be r as personal but shall run with the land for thebenefit,urden or all iticcesiori, transferees or assigns on either side of this agreement. . . 4. Any party desiring to have maintenance and/Or repaif'work on t)ie: roadway shall obtain a minims* of 2 bids the wok, and 411 notify other owners in the plat in writirig..yia.6ertified mail.oftbig:tmd and place of a meeting to consider and vote upon the popoial......A vote of 4 Odle 5 ot owners shall be required to approve the proposed Maintenanie r miiair. If a lot is owned by more than one person, the apprOyal Of all *nets of said lot shall be required to constitute an approval for thittlot::: ..„ If said repair or maintenance proposal is approved, then eaah Omer shall be ...asSessedilone fifth share of the total bill for the work. If aftei0 days after written demand any owner's assessment remains due and unpaid, then each Owner hereby consents t&and grants the other owners the right to place a lien and foreclose s aid lien, pursuant to RCW 60.04, against the nonpaying owner's lot for the outstanding balance, together with the costs of preparation and recording ofsaid lien, including reasonable attorneys fees. Page 2 of 4 • • , . • .,• 1 • • ,.. • • SIGNED AND DATED this /day of dad Detwiller ..* by Chad DetWiiter STATE OF WASHINGTON C OUNTY OF KING Page 3 of 4 GIVEN under my hand and official seal thi • 1 • :4: On this day personally appeared before me known to be the individual deseribedlnand/who executed the within and foregoing instrument, and acknowledges that _he signed the' same as .: and voluntary act and deed, for the uses and purposes therein mentioned, aild further stated that _he was authorized to execute the within and foregoing Peclaration,o'rE:asement on behalf of said corporation. to me Notary n and or ir of Wash- ington, re at. . My appointmott /au o? A Printed name: . ... ... 1 Exhibit "B" Legal Description of Easement Area . — Storm Drainage Utilities — Made part of City of Tukwila Short Plat No. L05- "Seeillustfation•bek4 hereto and by thireferencc made a part hereof Except as May be otherwise set forth herein;64ntee's rights shall be exercised upon that portion of the Property (the . `asernerit Area herein) tyat IS five (5) feet in width having two and a half (2.5) feet of such width on each side f the dentetli0 of Grantee's systems located as constructed or io.be extended oi'rekeited on the Property, except those portions of the Property occupied by .existing buildingiqatings, foundations, and/or subsurface structures. Lor k 21 LoT • 0 1 • LOT PARC.E.L bEcLA Ro-noo OE. Easement and Maintenance Agreement . Page 4 pf .4 . ==c.:3 - esqsgt4eAT„: . .... • 20060613001199 Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area intElli Above this line reserved for Recorder's use HOLD HARMLESS - SENSITIVE AREA Grantor/Borrower: REHABITAT NORTHWEST, INC. Grantee/Beneficiary: CITY OF TUKWILA, a municipal corporation of King County, Washington Document ReferenceNumber(s): PW06 -020, L05 -038 Section /Township/Range: NW 15 -23 -04 Assessor's Tax Parcel Number(s): 152304 -9101 Property Legal Description (abbreviated): 152304 101 BEG N 00 -01 -04 E 498.57 FT & N 89 -59 -00 E 30 FT FROM W 1/4 COR SEC 15 TH N 89 -59 -00 E 279.74 FT TH N 00 -18 -45 W 175 FT TH S 89 -59 -00 W 278.30 FT TH S 00 -01 -04 W 175 FT TO BEG LESS S 10 FT OF W 100 FT THOF Pagel of 1" SENSITIVE AREA COVENANT AND HOLD HARMLESS AGREEMENT This covenant and hold harmless agreement is entered into between REHABITAT NORTHWEST, INC., (Corporation), ( "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 of potential geologic instability (potential slide areas) as depicted in Exhibit B, which is attached and incorporated by reference. WHEREAS, as a condition of the issuance of subdivision plat 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 subdivision plat approval, land use permits, and/or construction permits for the Property. 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 subdivision plat approval and/or other 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 COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page / Ad 1 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 permit(s) 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. Grantor will maintain continuous insurance coverage as required by the permit authorizing the development. 5. 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. 6. 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. COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Pagel of DATED this :( day of �.t� , 200_ GRANTOR: REHABITAT NORTHWEST, INC. a OA By: �-•�� Print Name: e'41,4.40;/4 I1 --- Its: F;&,.a,•.« / eft" corporation STATE OF WASHINGTON ) ss. COUNTY OF KING On this 1) th day of MO Y , 200 6 before me a Notary Public in and for the State of Washington, personally appeared Choc' Del ,' i / I e r , to me known to be the Fi nonce, M nacerof /chub, taf Norfh we Inc• , a W hir on corporation that executed the foregoing instrument, and acknowledged it to be the free and voluntary act of said corporation, for the uses and purposes mentioned in this instrument, and on oath stated that he /she was authorized to execute said instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. (seal) 0 ,6,z. (.L 19 41,, Name: Ail ce 4. Na Cy G :: - Q �% \ sr toy 6 `71.- ' +,, •� ; 9• v NOT fn. �'� NOTARY PUBLIC, in and for the State of ; N . P UBL I C r . � % ••s; L s. 0s • C a, " Washington, residing at Re n fc h , ) F` WA S "& 1 My commission expires: 6 - /6 - 0 g COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page 1 of y �m DATED this day of 1 ' /� , 20 V% . GRANTE : CITY OF TUKWILA d m Mayor ATTEST: ( 2 Dope+ City Clerk STATE OF WASHINGTON ) ) ss. County of King ) On this * day of V\A , 20 (3 (,) , before me, the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared (c e vv\ . vv A. `\ 4- 4 and C r fb f b■42 , known to me to be the Mayor and f' 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. printt n �� ame �/J NOTARY PUBLIC in and for the State of Washington, residing at ✓may ol AA. w.:55 c ,--te 3 — i COVENANT AND HOLD HARMLESS AGREEMENT - Sensitive Area Page 6- of " EXHIBIT A LEGAL DESCRIPTION OF PROPERTY 152304 101 BEG N 00 -01 -04 E 498.57 FT & N 89 -59 -00 E 30 FT FROM W 1/4 COR SEC 15 TH N 89 -59 -00 E 279.74 FT TH N 00 -18 -45 W 175 FT TH S 89 -59 -00 W 278.30 FT TH S 00 -01 -04 W 175 FT TO BEG LESS S 10 FT OF W 100 FT THOF COVENANT AND HOLD HARMLESS AGREEMENT — Sensitive Area Page of LOTI LOT 2 N (NTS) • EXHIBIT B D OF SENSITIVE AREAS TRACT A LOT 3 133 .R GEL NNE-MAN D .o . z J N 1 5a.304 - 41 COVENANT AND HOLD HARMLESS AGREEMENT - Sensitive Area Page of LOT 1 LOT 2 RFHABITAT PJW OT CHECKS • North: 1 18i`4..95.30 East .• 1029..?,;i430 Line Course: S 29-84-30 E. langth: 76,84 North 118,9.. 8301 1106.3829 Line Coarse :1 00 3i Lengilt: 54.09 North: 1274..72.00 • Easi . 1106.5187 ne COUISC:. S C 59. tit/ length: 76.95 North: 1274.'7'196 East : 1029,568''i Line Course, S 00-01-04 )/V I:enc 24,77 orth 1189,0425 East • 1 229,5424 p 323,i!..5 As .: 6,623 ii 0 16 ,Ficr•os K 1 \AO S North: 1274.7230 East 1029:5892 Line Course N BS-59-50 118,10 North : 17747235 East . 1147.6692 Line Course: N 00-06-02 E Lerigth 35.04 orth. 1309.7835 East 1147.7307 Curve Length: 39,27 Rdius, 25.00 • Delta 90 Tangent; 25;00 Chord: 35.35 Course, N 44-54-27 IN Course N 89-5.4-27 VV. CouTs(7.t OW, 'N 00-05-33 E 1 gON 1122.7308 End North 1•*:$M.. 8077 East •1122.7678 Lie Course. N; 69-54-27 - 01 Length . 0313 • North:. 1334.962 . East •• 10:?0,5780 Lire Course. S 00-01-04 50,.23 North, I 274. East .1029.5593 perimeter: 3115.83 Arca. 6,971 sq fi 0.16 acres tiitapchack Closure - ()ses listed courses and chords) Eror Closure: 0.0 :1() COLIftif3: N 65-13-50 Of Ei!.rror North: 0 00 4,'7) -0 80997 p rec i s i on 31,083 24 maponeok Cioeure (Uses listed courses and chords) Erior Clo5ie: 0 0035 Course: S 09 W rror Nor'tn -0 09341 Last -0.00059 Prei$toli 1. l;':12u11 e 2ci (15 I I .1/1 tlf \KO S LO'i Moral, 12'747236 East 1141 0140. Line Course.: ?8I 90-00-00 VV 1.„.enott'. 41 .15 • 'North': 1274.7236 East 106.5240 tine Course: S 00-05-3011V Length 84„89 North: 1189 .ir:137 East . 1.06 3882 Line Cotes • 3 E I:smolt: 23,16 North: 1180.7903 Ea51 1129,5481 Line, Course: S 00-01-0211ki 1„„eng.th, 1 0, NorVi '11•75). 75..4.8. • . 1129.5451 fl' Course:: S 60-54-27 E. Length' 50.0 North: 1 I /141 :East 79, 5450 Li iti Course N 00, FE Longtft 89,98 - 126 , 98740 • 1179,8903 line Course N 09 'IV Wirth, 1269 .7V57 : 147,.6703 Lino Course: N 00 - 06,•• • E. Lengh. 5.00 Nryrth: 274 .72{:.; rast 147.8770 Perimeter, 336.1 !.;), f•••` 0,556 4ft 0.15 acre$ hitapcheck Closure - (Uses fisted courses and chords) Closute: 0..0045 Cow su: N 62,-01-15 Error North: O. 00:21 1 faSt . 0.00397 PrniSiOn 741, 706.67 • LOT 4 North: . 1354..6347 Enti 1221 f..9 Una Course S 00--05-31 11V • Leng,i11, 2000 . North: 13$ , 1...(1346 , 2.27...tle 1 4 ritt 0 uf Se ; 35..09 • Nerth: 33. I : I I 9,2.7'715 Curve Lerwth, 39.25 RtIcitt..m: 25.00 • 90.-00.:59 Tangent: 25..01 CrWret 35.36 Cout 5 45-05-04 ";/V Cours i $ ... Out N RP Nofth: ?05, 591 4 . 1192..7311 F.F.nd North' 1309. 1725 C i 167„..7313 • Line Course, $ o) 1.. W i....engi4 24,29 North: 1 2.35 „4 ,166 • East : 1167. 6909 Urie N f-441 5.4-t.)3 E ..01 14-0,.. North, I 285..641 -""! • F.a.st 3013„4408 ne c ourse ,, N 00-27.-14 1..A1 Length., 68.87 North, 1354.5039 1307 8ffi? l'' kb no 4 Line Coarse N 89-54-27 W Length - 80,00 North. 54.3331 East .1227.8953 eri mete r: 4.08.25 fkre a 8365 suit, 0.'19 acres UT 5 North 12651..6!)1 East i157 0671 One Course: S 89-54-27 E-1. Length. 17 02 Nortt 1269,67:19: EaSi 1179. Lin t,.0,;e: 001/ 1? W t North: - 117c). I 30 Ea5i 1179,5419 'Line Course S :E. Length 129,74 SiOrth, 74 s(12A East : '1309.2817 Line Course N 06 27- k W Le,ngto 106.14 North. ','"‘285 8302: 63:51 1306,4409 I me . Course, S & S I 'IN Langtrt: 140. 75 North. 1.283...4331 East .1:16 Line Course:. S 00-06-17 W Lenth 374 North 1269 602 East i167.0668 perimeter 1. 3 880 q ft, 0.32 :acres •. 1354...5057 : East 'i 307, 8936 Line ourse N 89-54-2$ N Length: 278., North: 354..9536 Easi . 1029. 5340 Line COUrSe., S 00 'a 1.elglit 165..00 North;. 1189.96:37 Ft < 1029..5428 Line Course. S 89-.54-27 L. Length' 100.00 iort.ft: 1169.7922 Easi 1'129..5426 Line Course S 09-01-02 W Length :10:00 North: 1179..792:2 EfaSi 129,5396 Line Course: s 89-6.4„,27 lc2 171:3 74 Nortty 1 79. 5020 . . 1309..2 Line COUr'IK: N 00-3 7-1.4 Lerlgtil.. 175,01 North 1354. 5oe5 as - .1307...8930 Pi t-..; 3 1 41)1 hi S kilepcheck Closuq, •0)s listed Courses and chords) Error Closure: 1.0037 COuts*,..)• N 25 F, Error North 0,00333. E Si 0 00163 Precision 1 109185 49 itileptheck aosure - (Uses listed courses and chords) Error Closure, 0.030 Coto's°. N 08-22 IN Error North 0 130 iFt7 EaU 0.0002R Precision I: 760 2 1)1 h I ‘Kf) S Perimeter 9118 0 At 4713n s f I 10 acres flilapchmk Dore tt)SOF% fisted courses and choniS) Erf Or CIOSU,re 0 Oti,`) 0 COW N 35'4q W Error North: 0)0064 0.00060 Preosion 1 908,050 00 TRAC,I North 1334..9530 East • .1020, 5879 Cottrse. G 39-54-2..7 L 93 19 North] '1334 8C20 Ehst. '!22.7•77t3 Curve L.„ength: 30 2/ Rf.)dk„ft 25. on Delta: 90-00-00 Tangent. 25.00' Chord. 35..36 Courts 44-54-2.7 r Course t s o ot S 89-54-27 E RP North 1.309,80X 1122 7374 • End North - 1300.1580 st '• 1147 7407 Line Course S 00-05 6! Length 4204 North 126.53.7 • i7ast. 11 Lie COWS:R. S t::nth : 20.00 • North 1269.5:N37 Elast 1167.671::i 1.<n� Course: N 00-05-33 • L.E).ngth: 40..04 fIarttt 1309.7266 Cosi '11(i7.7362 C4.i•rve Length. 39 2 Sani, 5i. 25.00 Delta: 90-00-00 Tangent. 25.00 Chorc 55 36 Course N 45-05-33 E. Covrse S 89 Ct Out N 80-06-31 E R North' 3f•y;k,:r lifmt 1 1 9?.. 7361 Ond Noror •1:334.613•'•,-}i • 1192.7798 jre Cu so $ 09 •FZ Length. 35,05 Nor:V(1.1134..5320. East 1227 ne Course. N 00-06-33 E 3j 20..00 North] 1: 354,63.2 ElLa:$1 227.9020 tone Course! N Ltot.g.th 9&30 North''. ':1154 ..951 East 1029..6023 Lola COWSe: 00-01-03 Length 20.00 - 1334. F . 1 Esi • 1029,.50f,2 rerte L4 33535 Sti 4 It 13 acres Mapcheck Ciostife Uro ;rt:c egui:sztS and dhomis) Error Closure 0 0085 Course. 5 76-59-19 t Error N,k)rth -0 co o 0 00830 Precisfon 1 63.2:2 13 Page 4 • Order No. 645338 SHORT PLAT CERTIFICATE SCHEDULE A Page 1 The land referred to in this certificate is situated in the State of Washington, and described as follows: Beginning at the west quarter corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; thence running north 0 ° 1'04" east along the west line of Section 15, a distance 498.57 feet; thence north 89 ° 59' east 30 feet to the TRUE POINT OF BEGINNING; thence north 89 ° 59' east 279.74 feet; thence north 0 ° 18'45" west 175.00 feet; thence south 89 ° 59' west 278.30 feet; thence south 0 ° 01'04" west 175.00 feet to point of beginning; EXCEPT the west 100 feet of the south 10 feet thereof; (KNOWN AS portion of Lot 3, Block 13, Robins Spring Brook Addition to Riverton Division 2, according to the unrecorded plat). END OF SCHEDULE A GENERAL EXCEPTIONS: SHORT PLAT CERTIFICATE Schedule B Order No. 645338 1. Rights of claims of parties in possession not shown by the public records. 2. Public or private easements, or claims of easements, not shown by the public record. 3. Encroachments, overlaps, boundary line disputes, or other matters which would be disclosed by an accurate survey or inspection of the premises. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, or Liens under the Workmen's Compensation Act not shown by the public records. 5. Any title or rights asserted by anyone including but not limited to persons, corporations, governments or other entities, to tide lands, or lands comprising the shores or bottoms of navigable rivers, lakes, bays, ocean or sound, or lands beyond the line of the harbor lines as established or changed by the United States Government. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 7. Any service, installation, connection, maintenance, capacity, or construction charges for sewer, water, electricity or garbage removal. 8. General taxes not now payable or matters relating to special assessments and special levies, if any, preceding the same becoming a lien. 9. Indian tribal codes or regulations, Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes. SPECIAL EXCEPTIONS: 1. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: City of Seattle, a municipal corporation PURPOSE: AREA AFFECTED: RECORDED: RECORDING NUMBER: AREA AFFECTED: BY: Order No. 645338 SHORT PLAT CERTIFICATE SCHEDULE B Page 2 Overhead and underground electric distribution facilities and other necessary or convenient appurtenances Portion of said premises March 14, 2006 20060314001051 2. EASEMENT AND THE TERMS AND CONDITIONS REFERENCED THEREIN, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: GRANTEE: Puget Sound Energy, Inc. PURPOSE: Transmission, distribution and sale of gas and electricity RECORDED: November 21, 2006 RECORDING NUMBER: 20061121000553 As constructed or to be constructed, extended or relocated on the property 3. VAL VUE SEWER DISTRICT DEVELOPER EXTENSION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: Rehabitat Northwest, Inc., and Val Vue sewer District, a municipal corporation RECORDED: May 10, 2005 RECORDING NUMBER: 20050510000759 4. SENSITIVE AREA NOTICE AND THE TERMS AND CONDITIONS THEREOF: RECORDED: June 13, 2006 RECORDING NUMBER: 20060613001199 Said instrument states, in part, that limitations may exist on actions in or affecting the sensitive areas or their buffers present on the property. (continued) YEAR: TAX ACCOUNT NUMBER: LEVY CODE: GRANTOR: TRUSTEE: BENEFICIARY: AMOUNT: DATED: RECORDED: RECORDING NUMBER: • Order No. 645338 SHORT PLAT CERTIFICATE SCHEDULE B Page 3 5. DELINQUENT GENERAL AND SPECIAL TAXES AND CHARGES: YEAR: 2006 TAX ACCOUNT NUMBER: 152304 - 9101 -01 LEVY CODE: 2413 AMOUNT BILLED AMOUNT PAID GENERAL TAXES: $3,421.72 $1,710.86 SPECIAL DISTRICT: $1.59 $0.79 $10.00 $5.01 TOTAL BILLED: $3,433.31 PAID: $1,716.66 TOTAL DUE *: $1,716.65 PLUS INTEREST *CONTACT YOUR TITLE UNIT OR THE ASSESSORS OFFICE FOR A PAYOFF FIGURE THAT WOULD INCLUDE ALL INTEREST AND PENALTIES THAT HAVE BEEN ASSESSED. SAID FIGURE WILL INCREASE ON A MONTHLY BASIS. 6. GENERAL AND SPECIAL TAXES AND CHARGES: FIRST HALF DELINQUENT MAY 1, IF UNPAID: SECOND HALF DELINQUENT NOVEMBER 1, IF UNPAID: 2007 152304 - 9101 -01 2413 CURRENT ASSESSED VALUE: Land: $102,000.00 Improvements: $220,000.00 AMOUNT BILLED GENERAL TAXES: $3,936.18 SPECIAL DISTRICT: $1.59 $9.99 TOTAL BILLED: $3,947.76 PAID: ($0.00) TOTAL DUE: $3,947.76 7. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: Rehabitat Northwest, Inc., a Washington corporation Chicago Title Insurance Company Phoenix Savings Bank, a Washington corporation $475,000.00 April 20, 2005 April 26, 2005 20050426000348 The amount now secured by said Deed of Trust and the terms upon which the same can be discharged or assumed should be ascertained from the holder of the indebtedness secured. (continued) Order No. 645338 SHORT PLAT CERTIFICATE SCHEDULE B Page 4 DEED OF TRUST MODIFICATION AND THE TERMS AND CONDITIONS THEREOF: RECORDED: July 10, 2006 RECORDING NUMBER: 20060710001905 8. LIEN: CLAIMED BY: AGAINST: Val Vue Sewer District Dolores Malinak AMOUNT: $266.28, together with interest and /or costs, if any RECORDED: May 10, 2005 RECORDING NUMBER: 20050510000800 END OF SCHEDULE B Title to this property was examined by: Jennifer McLean Any inquiries should be directed to one of the title officers set forth in Schedule A. can/20050426000347 NW IA of 15-23-04 919if 5 I= 2 , RMis 4 9281 0220 8864 1)0 M25 61395. _ S 135TH ST PACIFIC NORTHWEST TITLE Company of Washington, Inc. ”as4, 9099 108355. MM --------- Order No . 645338 I 064.17 , 4,0105 IC ,•44, 60901. 12 umft fi06113 181 4,0t20 4 609/5. 11 . 4.005 <40 61215, 61501 s „4,01135 2 % 617811 1.11/MMaillimg. , 7171, 11.11 IMPORTANT: This is not a Plat of Survey. It is furnished as a convenience to locate the land indicated hereon with reference to streets and other land. No liability is assumed by reason of reliance hereon. • WilltitlEAS, said agreement provided that Principal shall guarantee replacement and repair of • improvements as described therein for a period of One year(s) following final acceptance of said improvements; NOW THEREFORE, if the above Principal shall indemnify the Obligee for all loss that Obligee niar sustain by reason of any defective materials or workmanship, which become apparent during ':; the period of One year(s) from and after acceptance of the said improvements by Obligee, then this obligation shall be void, otherwise to remain in full force and effect. IN WITNESS WHEREOF, the seal and signature of said Principal is hereto affixed and the corporate seal and the name of the said Surety is hereto affixed and attested by its duly authorized Attorney - in - Fact. !NOW ALL MEN IW THESE PRESENTS: THAT we, Rehabitat Northwest, Inc., as Principal, and Lexon Insurance Company, a corporation organized and doing business under and by virtue of the laws of the State of TEXAS and duly licensed to conduct surety business in the State of Washington, as Surety, are held and thinly bound onto City of Tukwila, as Obligee, in the sutra of Eleven Thousand Two Hundred ($11,200.00) Dollars, for which payment, well and truly to be made, we bind ourselves, our heirs, executors and successors, jointly and severally firmly by these presents. THE CONDITION OF THE OBLIGATION IS SUCH THAT: WHEREAS, the above named Principal entered into an agreement or agreements with said Obligee to: Monitoring at 32' Avenue South Development Signed this 5 day of April, 2007. BY: MAINTENANCE GUARANTEE BOND Rehabitat Northwest, Inc. LEXON INSURANCE COMPANY r� Z BY: Terese M. Isaacson ATTORNEY -IN -FACT (206) 281 -8411 BOND NO. 1021720 POWER OF ATTORNEY LX - 2 5 5 2 2 n3 f Lexon Insurance Compa KNOW ALL MEN BY THESE PRESENTS, that LEXON INSURANCE COMPANY, a Texas Corporation, with its principal office in LB Id §VIIIo, Kentucky, does hereby constitute and appoint: Mark M. Wilson, Terese M. Isaacson, Erin M. Wallace, SdatiFallows 4***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** It§ tole and lawful Attorney(s) -In -Fact to make, execute, seal and deliver for, and on its behalf as surety, any and all bonds, undertakings or BibdP Wtitings'obligatory In nature of a bond. ,:. this authority is made under and by the authority of a resolution which was passed by the Board of Directors of LEXON INgUhANcE COMPANY on the 1st day of July, 2003 as follows: Resolved, that the President of the Company is hereby authorized to appoint and empower any representative of the Company or Bl i 13bi'soh of petsons as Attorney -In -Fact to execute on behalf of the Company any bonds, undertakings, policies, contracts of indemnity M.6IHeP *illings obligatory in nature of a bond not to exceed $2,500,000.00, Two - million five hundred thousand dollars, which the Company l�ltl §iiecute through Its duly elected officers, and affix the seal of the Company thereto. Any said execution of such documents by an &Itaffiby- Iii - shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected Illt:eli bt the Company. Any Attorney -In -Fact, so appointed, may be removed for good cause and the authority so granted may be revoked §peclfled In the Power of Attorney. Resolved, that the signature of the President and the seal of the Company may be affixed by facsimile on any power of attorney jfahted, and the signature of the Vice President, and the seal of the Company may be affixed by facsimile to any certificate of any such power dtid fitly such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so dlidblltdd and sealed and certificate so executed and sealed shall, with respect to any bond of undertaking to which it is attached, continue ld bd Valid and binding on the Company. IN WITNESS THEREOF, LEXON INSURANCE COMPANY has caused this instrument to be signed by its President, and its Ct3tpotate Seal to be affixed this 2nd day of July, 2003. ACKNOWLEDGEMENT On this 2nd day of July, 2003, before me, personally came David E. Campbell to me known, who being duly sworn, did depose and ;dji that he Is the President of LEXON INSURANCE COMPANY, the corporation described in and which executed the above instrument; that ie ekoctited said instrument on behalf of the corporation by authority of his office under the By -laws of said corporation. "OFFICIAL SEAL" MAUREEN K. AYE Notary Public, State of Illinois My Commission Expires 09/21/09 CERTIFICATE LEXON INSURANCE COMPANY BY David E. Campbell President Maureen K. Aye Notary Public I, the undersigned, Secretary of LEXON INSURANCE COMPANY, A Texas Insurance Company, DO HEREBY CERTIFY that the 101E11 Power of Attorney of which the foregoing is a true and correct copy, is in full force and effect and has not been revoked and the d §bltltiohs as set forth are now in force. >Idti d and Sealed at Lombard, Illinois this 5 Day of •...... • APRIL , 20 07 C it5x41) 4,6eh--a-f4 Donald D. Buchanan Secretary PLANT MATERIALS* Type Unit Price Unit Quantity Description PLANTS: Potted, 4' diameter, medium $5.00 Each $ . PLANTS: Container,1 gallon, medium soil $11.50 Each $ _ PLANTS: Container, 2 gallon, medium soil $20.00 Each 215.00 $ 4,300.00 PLANTS: Container, 5 gallon, medium soil $36.00 Each $ _ PLANTS: Seeding, by hand $0.50 SY $ PLANTS: Sips (willow, red-osier) $2.00 Each $ PLANTS: Stakes (willow) $2.00 Each S _ PLANTS: Stakes (willow) $2.00 Each S $ $ - • All costs include installation 'TOTAE. $ 4,300.00 INSTALLATION COSTS ( LABOR, EQUIPMENT, & OVERHEAD) Type Unit Price Unit Cost a Compost, vegetable, delivered and spread $37.88 CY Decompacting till/hardpan, medium, to 6' depth $1.57 CY $ _ Decompacting till/hardpan, medium, to 12' depth $1.57 CY $ Hyde' ling $0.51 SY $ - Labor, general (landscaping) $40.00 HR S - Labor, general (construction) $40.00 HR $ - Labor. Consultant supervising $55.00 HR $ _ Labor Consultant on -site re-design $95.00 HR $ Rental of decompacting machinery & operator $70.00 HR $ Sand coarse builder's, delivered and spread $42.00 CY $ . Staking material (set per tree) $7.00 Each $ . Surveying, line & grade $250.00 HR $ . Surveying, topographical $250.00 HR $ . Watering, 1' of water, 50' soaker hose $3.82 MSF $ Irrigation - temporary $3,000.00 Acre $ Irri$ation - buried $4,500.00 Acre $ rang bpsoi, disk harrow, 20t p tractor, 4' deep $1.02 SY $ - $ _ $ _ TOTAL $ HABITAT STRUCTURES* ITEMS Unit Cost Unit Cost Fascines (willow) $ 2.00 Each $ Logs, (ceder), tit/ root weds, 16•-24• din., 30' long $1,000.00 Each $ . Logs (cedar) wio root wads, 16' -24' diem. 30' $400.00 Eacft $ Logs, wilo toot wads,16`-24' darn., 30' long $245.00 Each $ Logs wd root waits,16' -24' diem., 30' long $460.00 Each $ Rocks, one -man $80.00 Each $ Rocks, two-man $120.00 Each $ . Root wads $163.00 Each $ Spawning gravel, type A $22.00 CY $ _ W -low $1,500.00 Each $ . W err . adjustable $2,000.00 Each $ - Woody debris, large $183.00 Each $ . Snags - anchored $400.00 Each $ - Snags - on site $50.00 Each $ Snags - imported $800.00 Each $ „ „.. • All costs include delivery and installation ' $ EROSION CONTROL ITEMS Unit Cost Unit Coat Beckfill and Compaction - embankment $ 4.89 CY $ . Crushed surfacing, 1114' minus $30.00 CY $ Ditching $7.03 CY $ . Excavation, bulk $4.00 CY $ Fence, silt $1.80 LF $ . Jute Mesh $1.28 SY $ Mulch, by hand, straw, 2' deep $1.27 SY $ Mulch, by hand, wood chips, 2' deep $3.25 SY $ . Mulch, by machine, straw, 1' deep $0.32 SY $ Piping, temporary, CPP, 6' $9.30 LF $ Piping, temporary, CPP, 8' $14.00 LF $ Piping, temporary, CPP, 12' $18.00 LF $ - i Project Name: Rehabitat NW - Tukwila Project Number: Location: Critical Areas Mitigation Bond Quantity Worksheet Date: Applicant: Phone Number: Prepared b AW Plastic covering, 6mm thick, sandbagged $2.00 SY $ Rip Rap, machine placed, slopes $33.98 CY $ . Rock Constr. Entrance 100'x15'x1' $3,000.00 Each $ Rock Consir. Entrance 50'x15'x1' $1,500.00 Each $ Segment pond riser assembly $1,695.11 Each $ . - Sediment trap. 5 high berm $15.57 LF $ ._ . Sediment trip, 5' high berm v ind. riprap $59.60 LF $ Sodding, 1' deep, level ground $5.24 SY $ Sodding, 1' deep, sloped ground $6.48 SY $ Straw bales, place and remove $600.00 TON $ Hauling and disposal $20.00 CY $ Topsoil, delivered and spread $35.73 CY $ $ I TOTAL $ GENERAL ITEMS ITEMS Unit Cost Unit ' Cost Fencing, chain link, G high $18.89 LF $ - Fencing, chain link, corner posts $111.17 Each $ - Fencing, chain link, gate $277.63 Each $ - Fencing, split rail, 3' high (2 -rail) $10.54 LF 145.00 $ 1,528.30 Fencing, temporary (NGPE) $1.20 LF $ - Signs, sensitive area boundary (inc. backing, post, install) $28.50 Each 2.00 $ 57.00 $ - $ $ - I TOTAL $ 1,585.30 OTHER (Construction Cost Subtotal) $ 5,885.30 ITEMS Percentage of Construction Cost Unit Cost Mobilization 10% $ 588.53 Contingency 30% $ 1,765.59 'TOTAL $ 2,354.12 NOTE: Projects with multiple permit requirements may be required to have MAINTENANCE AND MONITORING longer monitoring and maintenance terms. This will be evaluated on a case -by- case basis for development applications. Monitoring and maintance ranges may be assessed anywhere from 5 to 10 years. Maintenance,: annual Less than 1,000 sq.ft and buffer impact only $ 1.08 SF (Includes monitoring) $ Less than 9,000 sq.11 with wetland or aquatic area impacts $ 1.35 SF (includes monitoring) $ Larger than 1,000 sq.fl but < 1 acre - buffer impact only $ 36000 EACH (- tuts 0 451t+r) $ Larger t h a n 1 o0 .ft but < 1 acrew th wetland or aquatic area impacts .$ 450.00 EACH t 11) hrs i $45/tnn ''' .. $ - ,,.. Larger than Iwo but < 5 acres - buffer and /or wetland or . aquatit wee impacts $ 1,600.00 DAY (WEC crew $ - Larger than 5 acres - buffer and l or wetland or aquatic area impacts $ 2,000.00 DAY (1.25 X WEC crew) $ - Monitoring, annual Larger QM 1€100 Kit but < t acre - buffer impact only $ 720.00 , -EACH (8 Iwo r. 90tt1r : $ 3,600.00 Largerthan . 1 ; 080 sq N but < 1 acre with wetland or aquatic area impacts :'. $ 900.00 EACtt • • (1.01494 $90 111t) $ - Largerthan I acre but 5 acres - buffer and For wetland or aquatic area impacts $ 1,440.00 DAY • ,16 hr$ (63 $90/hn $ - t atger than5 acres - buffer and / or wetland or aquatic area impacts $ 2,400 00 DAY Maintenance and Monitoring Inspection , annual $362.25 EACH 9.00 (2.5 hrs 0 $144.90/hr) $ 3,260.25 Maintenance and Monitoring Inspection (DOES), final $579.60 EACH 1.00 (4 hrs 0 $144.90/hr) $ 579.60 'TOTAL $ 7,439.85 Total $15,679.27 a 4 ' 7`/3 / a 7e/J� // /5-9 78 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)tukwila.wa.us SHORT PLAT NUMBER L05 DECLARATION KNOW ALL MEN BY THESE' PRESENT THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A SHORT SUBDIVISION THEREOF PURSUANT TO RCW 58.17.060 AND ACKNOWLEDGE THAT SAID SUBDIVISION SHALL NOT BE FURTHER DIVIDED IN ANY MANNER WITHIN A PERIOD OF FIVE YEARS, FROM DATE OF RECORD, WITHOUT THE FILING OF A FINAL PLAT. THE UNDERSIGNED FURTHER DECLARE THIS SHORT PLAT TO BE THE GRAPHIC REPRESENTATION OF SAID SHORT SUBDIVISION AND THE SAME IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRE OF THE OWNER(S). IN WITNESS WHEREOF HAVE SET OUR HANDS AND SEALS. NAME: NAME: NAME: NAME: STATE OF WASHINGTON COUNTY OF KING //II �� � . I D %%��pp ON THIS DAY PERSONALLY APPEARED BEFORE ME_ 2 _v' f / )-eJt. TO ME KNOWN TO BE THE INDIVIDUAL WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT HE /SHE SIGNED THE SAME AS HIS /HER VOLUNTARY ACT AND DEED FOR THE USES AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THISJ.4OLL._DAY OF SIGNATURE:TC 'Z /1 6 i�t��J�'L iJe- //1 In COMMISSIONE0:�1' M ohpin' - TITLE: _ y� MY APPOINTMEN EXPIRES: __J 0 '1 10 `�_Z SIGNATURE: SURVEY IN N.W. 114 OF SECTION 15 T. 23 N.,R. 4 E., W.M., IN KING COUNTY, WASHING I UN day of S NAME AS COMMISSIONED: TITLE: EXPIRES: RECORDING CERTIFICATE Filed lot' record at the request of the City of Tukwila this J + � 20 STATE OF WASHINGTON COUNTY OF KING ON THIS OAY PERSONALLY APPEARED BEFORE ME TO ME KNOWN TO BE THE INDIVIDUAL WHO EXECUTED THE WITHIN AND FOREGOING INSTRUMENT AND ACKNOWLEDGED THAT HE /SHE SIGNED THE SAME AS HIS/HER VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES THEREIN MENTIONED. GIVEN UNDER MY HAND AND OFFICIAL SEAL THIS DAY OF 20 MY APPOINTMENT LAND SURVEYOR'S CERTIFICATE 1 I _ _ 1 _ _ . 3 . s _. 3 __ REGISTERED AS A LAND SURVEYOR BY THE STATE OF WASHINGTON, CERTIFY THAT THIS PLAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HEREIN, CONDUCTED BY ME OR UNDER MY SUPERVISION; THAT THE DISTANCES, COURSES AND ANGLES ARE SHOWN HEREON CORRECTLY; AND THAT MONUMENTS OTHER THAN THOSE MONUMENTS APPROVED FOR SETTING AT A LATER DATE, HAVE BEEN SET AND LOT CORNERS STAKED ON THE GROUND AS DEPICTED ON THE PLAT. 20 . at minutes past M. and recorded In Valuate ul Plats, ut page of King County, Washington. louuda King County Manager Supt. of Records and Elections Pon. oP 5W$ oP NWT DP SIC. /S - 23-# KM& Cot Y, WAS NWPM/ OWNER(S): ADDRESS: PHONE: CITY /STATE/ZIP: APPROVALS KING COUNTY FINANCE DIVISION I certify that oll property taxes are paid and that o deposit has been mode in sufficient amount to pay the taxes for the following year; that there are no delinquent special assessments certified to this office for collection; and that oll special assessments on any of the property herein dedicated as streets, alleys, or for other public use are paid in full. of 20 King County Treasurer Deputy King County Treasurer KING COUNTY ASSESSOR'S APPROVAL Examined and approved by the Deportment of Assessments this day of 20 King County Assessor Deputy Assessor Parcel Number(s)_ . . 4 ' 9 10/ TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL Reviewed and approved by the Short Subdivision Committee and hereby certified for filing this________ —__ day of Chairperson, Short Subdivision Committee 15255 SUNWOOD BLVD. SUITE A— 41 TUKWILA, WASH. 98188 DRAWN BY H.D.O. CHECKED BY 8.F. 20 DATE 9/12105 RECEIVED JUL 18 2007 TUKWIi PUBLIC WORKS 5w'+ OF NW aF SFL 15 R ay /SED S-1' - REHABITAT N.W. 13330 32ND AVE. S. SEATTLE, WA 98168 SCALE SHEET NOTED I r/m �) - Q VOLUME PAGE 'JOB NUMBER REHABIT - 004 OF 3 City of Tukwila 1 OP SW$ Of uw1 OP Ste" W 23 -4. Department of Community Development COUNTY.tVASH. Lot 3: 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4314670 FAX (206) 4314665 E�1na0: tukplan(rD_tukwlla.wa.us SHORT PLAT NUMBER 1. OS - o38 LEGAL DESCRIPTIONS BEFORE THE SHORT SUBDIVISION: Beginning N 00 °01'04 "E 498.57 feet and N 89 "E 30 feet from the West 1/4 corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence N 89 °E 279.74 feet; Thence N 00 °W 175 feet; Thence S 89 °59'00 "W 278.30 feet; Thence S 00 °01'04 "W 175 feet to the True Point of Beginning; EXCEPT the South 10 feet of the West 100 feet thereof. Tract ° A ° : BEGINNING N 00 ° 01'04 ° E 673.51 feet (673.57' deed) and S 89 ° 54'27 .. "E (N 89 ° 59'00 "E deed) 30 feet from the West } Corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence S 89 ° 54'27 ° E 198.30 feet; Thence S 00 ° 05'33 °W 20.00 feet; Thence N 89 ° 54'27°W 35.09 feet to the beginning of a 25 foot radius curve to the left; Thence southwesterly along said curve, with a central angle of 90 °, an arc lengthdistance of 39.27 feet to a point of tangency; Thence S 00 ° 05'33 °W 40.04 feet; Thence N 89 ° 54'27 ° W 20.00 feet; Thence N 00 ° 05'33 °E 40.04 feet to the beginning 'of a 25 foot radius curve to the left; Thence northwesterly along said curve, with a central hngle of 90 ° , an arc length distance of 39.27 feet to a point of tangency; Thence N 89 ° 54'27 ° W 93.1& feet, more or less, to intersect the East Right -of -way Line for 32nd Avenue South; Thence N 00 ° 01'04 ° E 20.00 feet to the POINT OP BEGINNING. LEGAL DESCRIPTIONS AFTER THE SHORT SUBDIVISION: (Based on survey) (Contains 5 ,535: s.f.) Lot 1: BEGINNING N 00 ° 01'04 "E 653.51 feet (653.57' deed) and S 89 ° 54'27 "E (N 89 "E deed) 30 feet from the West } Corner of Section 15, Township 23 North, Range 4 East, W.M., in King County, Washington; Thence S 89 ° 54'27 °E 93.18 feet to the beginning of a 25 foot radius curve to the right; Thence southeasterly along said curve, with a central angle of 90 ° , an arc length distance of 39.27 feet to a point of tangency; Thence S 00 ° 05'33 ° W 35.04 feet; Thence S 89 °59'59 °W 118.10. feet, more or less, to intersect the East Right -of -way Line for 32nd Avenue South; Thence N 00 feet to the POINT OP BEGINNING. (Contains 6,970 s.f.) Lot 2: BEGINNING N 00 ° 01'04 "E 508.51 feet (508.57' deed) and S 89 ° 54'27 ° E (N 89 ° 59'00 "E deed) 30 feet from the West } Corner of Section 15, Township 23 North, Range 4 East, w.M., in King County, Washington; Thence N 00 ° 01'04 °E along the East Right -of -way Line for 32nd Avenue South 84.77 feet; Thence N 89 ° 59'59 ° E 76.95 feet; Thence S 00 ° 05'33 ° W 84,90 feet, more or lesq,, to intersect a line bearing S 89 ° 54'27 ° E from the point of beginning; Thence N 89 ° 54'27 ° W 76.84: feet to the ?QINT OF BEGINNING. (Contains 6, 524 1 s, f. ) SURVEY IN KW 114 OF SECTION 16 T. 23 N.A. 4 E.. W.M. • IN KING COUN I V. WASI IINGION RECORDING CERTIFICATE Filed tar r°md W UIII ".l..o l W Uw City W Iu1.wd. Una_ day of 20 at _ mru tas past U. and recorded In Volume _ ul lad.. ." ,idle of King Cu oly. WoW W 1"Iu, raynis BEGINNING N 00 °01'04 °E 508.51 feet (508.57' deed) and S 89 ° 54'27 ° E (d 89 ° 59'00 ° 8 deed) 106:81 feet from the West 1 Corner of Section 15, Township 23 North, Range 4 East, w.N., in King County, Washington; Thence continuing S 89 ° 54'27 ° E 23.16 feet; Thence S 00 ° 01'04 "W 10.00 feet; Thence S 8 9 ° 54'27 "E:.50.00 feet; Thence N 00 ° 05'33 "E' '89.96 feet; Thence N 89 °54'27 °W .32.02-feet; Thence N 00 ° 05'33 ° E 5.00 feet; Thence S 89 ° 59'59 "W 41.15 feet; Thence S 00 ° 05'33_'w 84.1n r feet to the POINT OP BEGINNING. (Contins;5,555 s.f.) • Lot 4: BEGINNING N 00 ° 01'04 ° E 673.51 feet (673.57' deed) and S 89 ° 54'27 ° E (N 89 ° 59'00 ° 8 deed)'228,36 feet from the West } Corner of Section 15, Township 23 Northy: Range 4 East, W.M., in King County, Washington; Thence continuing S 89 °54'27 °E 80.00 feet; Thence S 00 ° 27'13 ° E 68,`¢7 feet; _ Thence S 89 ° 54'58 "W 140.75: feet; Thence N 00 ° 05'33 "H:24.3O !feet to the beginning of a 25 foot radius curve to the right; Thence northeasterly along said curve, with a central angle of 90 ° , an arc length distance of 39.27 feet to a point of tangency; Thence S 89 ° 54'27 ° E 35.09 feet; Thence N 00 ° Q5'33 ° 8 20.00 feet to the POINT OF BEGINNING. (Contains i8,)65:s. Lot 5: BEGINNING N 00 ° 01'04 ° E 498.51 feet (498.57' deed) and S 89 ° 54'27 ° 8 (N: ?89 °59'00 ° 8 deed) 180.00! from the West } Corner of Section 15, Township 23 North, Range 4 East. W.N., in King County, Washington; Thence continuing S 89 ° 54'27 ° 8 129.74 feet; Thence N 00 ° 27'13 ° W__106.14_feet; Thence S 89 °54'58 140.751 feet; Thence S 00 ° 05'33 "W 115.74_feet; Thence S 89 ° 54'27 ° 8112.02 feet; Thence S 00 ° 05'33 ° Wi89.96 - I feet to the POINT OF BEGINNING. ( Co14.ain8;13,880; s.f.) a ' NOTES 1. Property is subject to easements, exceptions, rights, covenants, restrictions and reservations of record, if any. 2. Instrumentation for this survey was a 5 second theodolite (Leitz 4B) and electronic distance measuring unit. Traverse methods used in performing this survey exceeds minimum standards of WAC 332 -130 -090. 3. "The City of Tukwila has no responsibility to build, improve, maintain or otherwise serve the private road or stormwater facilities located within this short plat area ". 4. Subject To Puget Sound Energy, Inc., 10 foot wide as- construct- ed easements to construct, operate, maintain, repair, replace, improve, remove and enlarge one or more utility systems for purposes of transmission, distribution and sale of gas and electricity. See Easement recorded under King County Recording Number 20061121000553. OWNER(S): ADDRESS: PI K /NI •s 15255 SUNw00n HIND. :urn, A .1 I I'rll, n, W n:nl 111111111 IIIIAWH Ilv RE HABITAT N.W. 13330 32ND AVE. S. SEATTLE, WA 98168 VOLUME PAGE RECEIVED JUL 18 2007 TUKWILA PUBLIC WORKS POR OF Su/%t OF 1444.11R $E.G. 23.4 REVISER 5- -°7 II 111 111 luill ll In n,111 1111 d11I 1 Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (208) 431-3670 FAX (206) 4314665 E -mail: tukplan(dltukwlla.wa.us SHORT PLAT NUMBER L05 -03$ SENSITIVE AREA EASEMENT This SENSITIVE AREA EASEMENT is created April 6, 2007 by and between Rehabitat Northwest, Inc corporation address is 5639 Ave SW, Seattle, WA 98106 (Grantor) and the City of Tukwila, Department of Community Development, whose address is 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (Grantee); The grantor is the fee simple title holder of real property located in the City of Tukwila, King County, and the State of Washington, legally described in Exhibit A. The Department of Community Development (DCD) for the City of Tukwila is charged with administrating Tukwila Municipal Code (TMC) 18.45 'Environmentally Sensitive Areas', as amended, and Permittee/Grantor has.applied for short plat approval (DCD File Number L05 -038) to develop the property described in exhibit A with four single family homes. A portion of the buffer for Welland 17, as identified on the City's Sensitive Area Map and the applicant's Wetland Study, extends on to the property. Wetland 17 is a type two (2) wetland and requires a buffer of eighty feet. TMC 18.45.090 (B) permits the applicant to reduce the buffer area of a wetland by up to 50- percent, provided the buffer area is not classified as steep slope and that the remaining buffer is enhanced. DCD determined that a buffer reduction for the project would be appropriate. Permittee /Grantor has provided enhancement of the remaining wetland buffer area. Permittee /Grantor has agreed to grant the City of Tukwila a Sensitive Area Easement that protects the wetland and wetland buffer area (hereafter 'Easement Premises) on the property and restricts further development of the area shown in Exhibit B. The City of Tukwila shall record this Agreement with the King County Recorders Office. ACCORDINGLY, Grantor conveys this Sensitive Area Easement to grantee pursuant to TMC 18.45.170 'Sensitive Area Tracts and Easements' on the terms and conditions stated. below. 1. The purpose of this Easement is to protect the functions and values of the existing wetland, its associated buffer, and its natural resources on the Easement Premises consistent with the Permit and the protection of the benefits to the public derived from wetlands and integral habitat, by requiring Grantor to maintain the easement Premises in its natural and undeveloped conditions. 2. Grantor acknowledges that future activities within the wetland and wetland buffer are strictly limited under TMC 18.45 'Environmentally Sensitive Areas' as the chapter currently exists and as may be amended in the future. 3. This Easement shall be binding upon successors and assigns of the parties and shall run with the land in perpetuity unless modified or terminated by written agreement of the parties. 4. In order to ensure proper maintenance and care of the wetland buffer area, City of Tukwila employees shall have access to the wetland buffer area on lots four and five of the short plat. This access shall not be interpreted to allow members of the general public access to the wetland buffer area. 5. This easement may be modified only in writing through amendment of the Easement. Any modification shall be consistent with the purpose and intent of the Easement and TMC 18.45 as may be amended. 2 J.5O KW" COUNTY, WP HIMb1ON z • 0 /1 ; S. 133 RD ST. FOUND MON IN CASE (VISITED 8/05) - 30' RA/ o SEAM., cnv uoer 0.r..1E.uENr 0 P6C. N°. 200C,c0 14401 O51 93.18' • • S 89 54 27 O N ui o 1O ID E • -- 0 s 0 • z m 30' R/W 'r • FOUND REBAR W /CAP LS# 17663 0.04'' N. LOT 1 LOT 2 6,524sq. ft. - - 75.84' S89'54'27'E 100.00 FOUND MON IN CASE 0.52' E. OF INTRX. (VISITED 8/05) 'S. 135TH ST. 318.51' FOUND MON IN CASE (VISITED 8/05) S. 136TH ST. OWNER(S): REHABITAT NORTHWEST, INC. ADDRESS: 5639 16TH AVE. S.W. PHONE:(206) 932 - 7355 CITY /STATE/ZIP: SEATTLE, WA 99106 0.00 2.i2 15.74 4182'54 27 32.02' 0 rn 19 W5,, R=25.00 S. 132nd Lane ;9: 7 6,970sq. ft. t fir l. "== 1, -1' N89'59 . 59"E -- 11/410'*: 76.95' 41.15' s' Sr,/TTr c rr 1Tlre 5. 60 EASE.Mwn Rrt.W.2m(.o5I4mu5l w LOT 3 6,555sq. ft. z S00'01'02'W 10.00' S89 ° 54'2 7 "E TRACT NOTE: 1) Tract "A" is for ingress, egress and utilities. Lot's 1,3,4 and 5 have an undivided interest in this tract and are equally responsible for the shared use and maintenance. i) H 0✓ toh. K eqd, s- el...i( lc_ spriukG L.rtA . - flirt 51x11 ,.li act} of w� S131 Lw. S 89'54'27' E ARAGE TO BE •,REMO Inc? in pd 50.00' M p., P 0 N (- 4.9' . - 129.74' I W s� ,�p "" f 278.30? E " 35 09 S00'o5'33'W: , N 89'54'27' =25.09 L01:4 1. 1 . o Z , =39.27 , 1 m N : t =90'00'00' 8 5sq ft. i I 1 1 �o ^ c , i 1t- 17 WETI o ✓ 140.75' : ' c ix SBy °54'58 "W •I° • za I ;e J :1 ,58 IF W F-0: .. m A ' .'rte— 40.5 --.- 17-4 a W � o /) 01 CO 5,535s g. ft, LOT 5 13,880sq.:ft. IS Itt �•� 0 ._ .qy� � < N. Jli ],� N89'54'27 179.74' mess. 947.96' mess. I N E I 1+1 20.00' j °e 1 1 i. O w f- in" , < FOUND NON 7 -09 -91 15255 SUNWOOD BLVD. SUITE A -41 TUKWILA, WASH. 98188 1 wuotam ww e 12" DOWN DRAWN BY H.D.O. CHECKED BY B.F. LEGEND EB WATER METER LA WATER VALVE ▪ FIRE HYDRANT ❑ CATCH BASIN ® SEWER MANHOLE © JUNCTION Box SIGN .0- U11UTY POLE uT1uTY POLE ANCHOR TELEPHONE PEDESTAL Lot Lot Lot Lot Lot The addresses for each lot as follows: 1: 13330 32nd Avenue S. 2: 13332 32nd Avenue S. 3: 3205 S 132nd Lane 4: 3201 S 132nd Lane 5: 3203 S 132nd Lane RECEIVED JUL 1 8 2007 TUKVV ILA PUBLIC WORKS Pox of SV4 -OF NWy+ OF SEC. /4 -2$ -4' REVISED 5 -24 -07 REHABITAT N.W. 13330 32ND AVE. S. SEATTLE, WA 98168 DATE 9/12/05 SCALE NOTED o 10 ■2 4 0 SCALE 1" = 40' • = REBAR & CAP TO BE SET JOB NUMBER REHABIT -004SP SHEET 3 OF t:tty Of TUlcwlla Department of Community Development 6300 Southeenter Boulevard, Tukwila, WA 98188 Telephone (206) 4314670 FAX (206)4314665 Email: tukplanI8 tukwlla.wa.us SHORT PLAT NUMBER TRACT NOTE: TRACT 'A' IS FOR ENGRESS, EGRESS & UTUTIES. LOT'S 1, 3, 4, & 5 HAVE AN UNDIVIDED INTEREST IN THIS TRACT AND ARE EQUALLY RESPONSIBLE FOR THE SHARED USE & MAINTENANCE. CATCH BASIN RDA � 313.74 Ex. CB Rim =316.20 E'. CB Rim =319.21 E.. C8 . ,n 3!5.58 76.95' V% 90'00' HOUSE No. 133 .10' —114.9 AR AGE BE EMO 4 41.15' N89'54 r 5.00' 32.02' • 32 °b_ Q LOT 3 • 6,555sq. ft. z 5 / 3z i.( 50.00' 5,535s q. ft, 3 N 89'54'27 - =25.00 =39.27 �so'0o'oo• 8 . • 3zol N 140.75' 15.74 80.00' S00 '33'W 20.00 4 sa\ ft. 80.0' TLAND S@9 "54' 58 "W o� I m 3 Z z ( a te - , 13860 13z rn -o co 1129.74' 54 2 W 179.74' W 0 S. 133 RD ST. FOUND MON IN CASE (VISITED 8/05) as m r N N FOUND REB 1R W /CAP LS# 17663 D.04` N. 1 OWNER(S): REHABITAT NORTHWEST, IN ADDRESS: 5639 16TH AVE. S.W. PHONE (206) 932 -7355 CITY /STATE/ZIP: SEATTLE. WA 9910¢ C. 1 442 4 EC 1. 1.0 44' „ WM= oe /09 15255 SUNWOOD BLVD. SUITE A-41 TUKWILA, WASH. 98188 Ex. CB Rim "320.50 E.. SSW" R..328.32 76.84' S89 FOUND MON IN C 0.52' E. OF INTR (VISITED 8/05) I 'S. 135TH ST. 31B.5 FOUND MON IN CASE (VISITED 8/0 S. 136TH ST. SOO 10.00' S89 ° 54'27 "E ay r 4.9' S 89'54'27 E i 278 301 • N81 ' 1" T . 947.96' meas. Y oz z MOND IMPS NO R L W FOUND MON 1 2" DOWN 7 -09 -91 DRAWN BY H.D.O. CHECKED 17 B.F. I V,OLUmU r MVc o 10 20 a SCALE 1" = 40' LEGEND 113 WATER METER vl WATER VALVE FIRE HYDRANT ❑ CATCH BASIN © SEWER MANHOLE ® JUNCTION BOX _0- SIGN -a UTILITY POLE UTIUTY POLE ANCt.Q • TELEPHONE PEDE ; Al REHABITAT N.W. 13330 32ND AVE. S. SEATTLE, WA 98168 • = REBAR & CAP 10 BE SET DATE 9/12/05 SCALE NOTED JOB HI. M 3E. REHAB T- )(4-SP SHEET . OF 20070801900003 City of Ttfkoeile Depueort d Commit, Development $Soo eourhonter Bmdeeara. T,Aede WA 16116 TeNplmw Poe) 0t41 0 FAX ENO 014616 Baeet fatolaryasteaw wi. SHORT PLAT NUMBER LOSLOS$ DECLARATION Know a6 must by these present that we. the undersigned. owemf1) N Poe simple of the land •health described do hameby make • short Mndlwabn prod pursuant to RCW 58.17.080 and aWOstedS• that add subdivision malls no be further dNided in any manner within read a period of five year.. from data of record. without the fling c4 at dart he undersigned f declare OA short plat to be the grannie representation f desks of the otwrrl•6 end the same is made with the U.S consent and in accordance accordance vat sl In witness whew( we have met our hands end seals. Name: / r Nate: Name: STATE OF WASHINGTON County of tong On gala an permed* appeared batons me (: S. ) dun /kr to me known to be the Individual who executed the within and foregoing srmaned and acknowledged that he/W signed the urns es hlsttrrvmntary ad and deed he the uses and puDdees therein mentioned. 7 t GIVEN under der mY hand and olfidal led halm 20a. day d am — . 20 C Venetia r C4.&fL (t e t- i ND : Norm as commissioned: Ab re. A Deot_y tw ; 'taut ; i rwa �;•'a•7 Fu 6/.c 'yy1y.s`P.Iy,0�•+p f ee G - /b'O w15 `, My appointment expires: STATE OF WASHINGTON County of King On thls day personally appealed before me. foregoing instrument to me krOWn to be the individuei vmo executed the within end and edaoeIedped that heishe signed the seine ee htNmr voluntary ad and deed. kr the uses end plposes .mein mentioned. GIVEN undo my hand and official seal this day of 20_ LAND SURVEYOR'S CERTIFICATE I F..... 4 OF C. WASION e REGISTERED AS A LAND SURVEYOR STATE THE TAT E di wASEUNGTON, CERTIFY THAT THIS FIAT IS BASED ON AN ACTUAL SURVEY OF THE LAND DESCRIBED HERE0. CONDUCTED BY WE OR UNDER UT SUPERVISON: THAT THE DISTANCES. COURSES AND ANGES ARE SHORN HEREON 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. SURVEY IN N.W TM OF SECTION to T. 22 NA 4 E. Nu& 04 WIG CORNY. WASHINGTON Signalise: Name as commissioned* Ter: 'My ep wanner ki lL 11 11 / 111 080190 000 nor .. urn Ie. s.et w non. pTVmATSm► .L�( s L 1A 91704 one COMP Yaeger er PvR strk W /sue oe.rutcal !LLl.'/,�AL.ut.a�'.IA2a.. sotegat =VI /L'O' SA) APPROVALS ICING COUNTY FINANCE Di SON I notify that all property axes sufficient amount to pay dednqusnt spatial spatial asammants an any for other public use are paid ml. King County Treasurer Treasuer day of nitr l r.131,• King Cowry Anwar Parcel Number(s) 152304 -9/0/ ate 1.44. e. Hwy.. AA sat • 1s41'+ RAMC, r •t4-" REHABITAT N.W. 19330 32ND AVE. S. SEATTLE, WA 98168 OAtS WILES NOTED PAGE 22q —lay +A70 fe s:NM REIMAN:104 " or 3 SHORT PLAT NUMBER 1. 443 -058 LEGAL OSSCIPi10NS UFOXE 77ff SHO.TS11BDTVISION: e•gannrnq N 00°01 .01 •L 490.37 test and N •9 °59'00'E 30 feat Irt. oa root 1f4 Coro., of Satt4o0 15, Tnwoobip 23 Nortb 0060 4 toot, N.N. in Rio; Cowety, UaahiO4000, TOotS. N 09 279.71 foot, Tbons. N 00°10150 175 lost, ?hone. S 99 °59'00.0 279.30 fast, Then S 00°01'04'. 173 feat to Ohs True Point of 8•3ininq, HCEPT t1w South 15 f••t of Oh. Y.Nt 100 f.at t .roof. LEGAL DESCRIPTIONS AFTER Tilt SHOOT SHODIVISION, (Based 00 sarway) Tract 'A'i BH I01NG 0 00 172.57 foot (072.57'. 00.4) god S 09 . 40 0 food) 30 foot f tt. 00.•05.1 { tbrs0 of 500tioo 15, . T 23 North, SoNgs 4 Pant, N.B.. IN Rice 17n.rty, W.ahingteo; Shoot. S 99'54'27 t9a.30 Lent; moos. S 00'05'33'0 20.00 foot; TRSaes N 09 33.09 tut to tMo b.gLeolnq Of s 25 font radio. 0010• to ten loft; . Tit•005 soutRNest•rly .lone said cot.., Otto 0 osotrol ogi• of 90 °, 00 010 laogtbdlot.ocn of 39.37 Lost CO 0 POLNt of tame?, moos. 8 00 40.04 foot; 00.0. N 99 30:00 foot; moor. 0 00 (d, 04 toot to ter b.diooaoq • 25 foot radS.. euc.. to Oh. l.it; 0000. oorthvesorly .looq sold coos, with ■ csotral fools of 90', Bane• N e8, s1 01.00.0. .la foal f . o o l L of loon, La iote� o ott is Hat Right -of -Noy Woo for 3204 Aw.o.r South; Shoot. N 00 20.00 test to the POINT OF 5!Q1OI00. (Gntatoo 0,535, •,f,) Lot 1, 00:150100 N 00 653.51 feet (653.57' dead) nod 0 N9'5I'27° 10 09'59.00.0 dssd) 30 Gat trot the Out { cosa.0 of R.Ntioo IS, S000ahlp 23 North, tang. 6 lost, was., to Xing 000ty, Waahingtm; 70.05. e' 09 93.10 foot to the bsgiunl.q of . 23 foot r dien Carwo to the right; 15.000 000tbmt•eiy .long .010 coot., with • c.otr.l aoglo of 90•, ON 015 longth dl.ta.ca of 39.27 foot to a point of oogoncy; 5seo. N 00 35.04 foot; Shoe. S •9 2-1 N.;0. tut, ore or loon, to 0.0.40.00 t0. Hot Right -of -ray Liu for 32nd Lo.0w Booth, Thaot. N 00 60,33' tut t0 t0. POINT OF 010750110. (Contain 6,970 s.f.) Lot 2; 816103/0 N 00 500.51 foot (505.57' 4000) 00d S 69 (0 69 food) 30 foot iron the Most { Corn, of 0sctto IS, Toonhlp 23 North. Hepa 4 Soot, 0.,4., in King C°s°ty, Voohington; Tf.m. ■ 00'01.06'9 .tong Oh. root Right -of -Noy Lit. for 3230 ATmt. South 36.77 rosy 55•o0. 1 0 7 6.95 toot; Soots 6 00'05'33'0 al,00 foot, to or.1a.� to tetar0e0t • lloo Roaring 6 59 fLoo the point of begi.Mo ; moans 8 09 7 5,d{ 'font to the POINT OP n6yrmooO, (C ntaloo 6,524. a.l. ) s1,N.rr IN lit. w OP SECi1ON is 7.22 I& 45.. W2-, m nHO COUNTY. 04696*40709 41y of Tukwla Rya '•�Y'� 4F MW* OF Sg., LL'-ZS-4. Ospm510fcom9ow;9,0s.tlava'rr ICFIiCA5,Wf1►11lM3IF L.t U 02000ou01osn s Sodarard, 518300. WI 00155 ToYpo (205) 4314670 FAX (206)431.3666 E'.4na0: uu�ognR0N,l.11a.ww yII'IJIIiIIIII 0 190 00 .T v oo lr.r rry Coo N.oON Na 0 w,m as om .Or 0)a;l0I50 N 00 500.51 Soot (509.57' food) and S 69.54 (9 99.5 09'9 ds•d) 104 : foot ftc. th. Waft { Cozen, of Oattiao (5. 5005.05 23 North. logo 4 Hat, ..N., to King County, 9ohio90009 Teat. 00 0in01nq a 89 23.16 foot; '!soot. 00'01'049; 10.00 foot; TU5c. 99 .50.00'f.st; !ewes 00'09'335' loot( 'Omo. 89 `12.02• foot; Shoot. 00•OS'3)'N 5.00 foot; te.0aa 90'S9'S991 11.15 toot( TO.eou 00.OS' 22'N' 4. 55, , foot to the P0303 Or O270IDR3O. (Omtaioo(r. SSs a. t.) .. Lot 4, 9NG1n138O N 00 73.S1 Got (673.57 food) and 6 09 .(0. 69'59'00'9 oad)'SEi,30 f oat 'too. to .eat 5 Ce:o.r of 0°00100 •i S, 'Toenhlp 23 000307 hang. 4 Hat, 9.9..'10 a00 000.07, W0109t003' 00.000 tm ttantoq 9 09754279, 00.00 toot; 5500. 0 00 ¢s,.0 foot; Thom 0 0504'5S°! 110.751 font; °- 55.00. ■ 00 `foot G te• ogtnniog of a 35 tent radio' ofTo t0 000 rlghy Shoots certh..at•rly slang 0.14 curt., .7th • amtr.l angle of 90 on arc lmgtb t.tane. of 39.37 foot 00 a point of ta°omyI mans. S 09 15.09 feat; ' macs. N 00.05'32 20.00 toot to t00 POINT OP 9[CI0IN0. (ontatnf a, $s ..z.) Lot S. S0Zm1INC N 00•01704'9 !90.51 Moot (490.57' food) W 0 09 (5•;59`59'0004 0094)•lag 00 foot fens ten Moot { tbr0at of 8sotioo IS, Toos:hl0 23 a°rth. long. 4 Hat. N.N., in Clog Canty W..hs.gte.t Theo a contionloq S 59 129.74 fo.t; moss 1 00 3°,JfS. i4. 9.t; . Shoots S 59 140.751 foot; T'h.nc• S 00 ,51.l7Lfoot) 75100 S S9'54'77'l)12.02 (a. $Ss.co 6 S0 a9, 52 foot to O. POINT 7 050Z50. ICUgMLna:u�l90 a.f.) .. soT� 1. Praparty La aonjaet to 0000nta, .rcapti000, right., 0o90ensta, rastcletioe. and reomti000 of 1.0004, if 2. I0405mntatloo for thl, aowy vu • S 0.0004 tbsodollts (1.10. 40) and •lootronic distance assaurt.g unit. Sram,aa oothods u.ad 10 parlootnq this .ng9.y /+.sods 010100 •tod•td. of 500 322-130 -090. . 3. 'Ths Clty or Tukuila hot no ruponsin11t9 to build, l.prote. oolnt.i0 or oth•rw.0 eery the 9,19.0. road or atorowater 1ac111 ;too 10Catod within 0010 abort plat oro'. 4. 50N300 To P.9ot So, aW H.rgy, inn., 10 foot wide as- tmrtru°t- ad se000mt, to 0e000tUet, Operate, oointat0, op•le, t.P1•es, Iapro.•, 19.0.9 Nod o.l.rge an. or Nor, utility 09.000 for p0170000 of traennl..im, diotrib0tlon and solo of goo and electricity, Ste Pa000ant race04.d .odor Ri ng Cant R.cmding N4r0.r 20011131050553, C 0RI$ £4O(,'J.4 ,i..4Lo,L yw� oaoiS 1J PN0 NS \ 9.. - lass C1'YOTA1L;8 s.,.44.(. ,.l4 gfi 270 15255 S UNWOOD & REHABITAT N.W. 13330 32ND AVE. S. SEATTLE, WA 98166 11 T€ 6'+LVs N07ED I0 e,' s1 016 Nw/(POP SOC.. ?-TD.} 47010► GtH7 L5 NlI)2U 00(4817404 FAO! ""'2 OP 3 City olTub ila Depn1meM of Cmlmu09y OsYtloPa"11 6300 fieweeterew 8er4swar4 Tukwila. WA U119 Talap8 ns (7061 5304670 FAX DOS) 4314666 840a6: brkasaA n SHORT PLAT NUMBER WS- 035 SENSITWE AREA EASEMENT This SENSITIVE AREA EASEMENT is created April 6, 20W by and between Retabitat Nanhwesl, Inc mrporalien address is 5639 Ave SW Seems, WA 99106 (Manta) end de Clay of Tu kerie, Dattanme0 ce Coammndy Daveloprent. whose eddreas is 6300 Salhranv ENG Suite Ind Tukwila. WA 98188 (Gramee5 The grantors err lee simple tee holder a1 reel propene bread In Ina Clty et Tukwila, King County. and the Slera el WaWre or1 legally described N Exhibit A. CAT AA 1 6rN 631 . 1117. \} The Department of Community 096ekdiment (OC)) for me City of Tukwila charga0 with admiastreting Tukwia Municipal Coda (TMC) 18.45 'Emdromlardaly Sensitive Areas'. as =ended, and PermideelGrama has.applied for short plat approval (DCO F66 Manlier 1.05-008) o develop de trepan described In inhibit A *Ws tar singes family homes. A portion d the buffer la Wetland 17, as 'derailed on the City's Sensitive Area Nap and the applicants Wetland Study, amends On Id the popery. Welland 17 is a type pro (2) wedao and mode3I baler 01 eighty feel TUC 18.45.690 (8) perms the epode= to recce the biter area of e wetland by up to 50•peme nt, piovidsd ate butler area is nob classified as sleep slope and that the remaining budu is enhanced. DCD 0e1ermi lad 111516 Wkr f90Udf0n 1a the wand would be appropriate. Pamuaeardanta has provided ameriwmnm d ma remaining wetland Oa051 sea. Permu(ae/Granto has agreed to watt Ow City d Tukwila a Sensitive Area Easement Mat protects the wetland and wetland buffer area (herea661 'Easement Premises) on the property end resits Who development of the Wee shake in Exhibit 6 750 Gtv ol Tukwila stag memo this Agreement aids 1115 Keg Cumin Recorders arcs. • . ACCORDINGLY, Grauer conveys Mks Sensitive Area Easement to grantee pursuant to TMC 18.45. I70 'Sensitive Area Tracts and Easements' on the terms and conditions slated beie. t. The papaw of this Easement is to protect the taxliw and values of the existing wetland, Is associated buffet, and Is natural maracas en the Easumsd Premises consistent wth Be Permit and the protection of the benefits la the petit denied from wetlands and Integral laoilal, by requiring Grade to maintain Ilia eesemere Premises in is native and undeveloped c9ndrtons. 2. Grantor acknowledges that future activities within the wetland end watard male are strimy limited ceder MAC 113.45 'Environmentally Sensitive Areas' el the duper c manly mina 9110 93 may be erren000 in 111 Mute. 3. Ties Eal1mem MEN be Dinging upon successors and assigns of the parties and shad run with Me lad In perpetuity 1Ness modified cc temthated bJ wvmen egreemad of the patties. 4 In order to ensue trope rnaintanalga and mere Of Bit wetland 5018( area. City 01 Tukwua employees shall have access to the wetland tabu area on tots lour and five 01 the short plat This access shall on be iverpefa4 to slow members of ate genera putsie access to tie wetland bWOT area 5. This easement may be meddled only N vatting through amendment of Bee Easement. Any mo8ficalon sno be co siaem with eat purpose end intent 01E10 Easement and TMC 18.45 as may be amended. lu III II 0 0 0 900003 rpya�•nMi 1 60 111.61 Rn4 *4•2311t FM. OF SW4 OP NW4 of SEC. IS-23-4 ,due OW% WASHUI&ThN f N 1 r. a, Nap LOT 3 5" 1� a: a56s.a. a Otim• Y P i ."76Af' • _- _ •+AIR Se93K27'E 100.00' Ca. m sMJ:a50 11\_ 5.133 RD ST. FOUND 1ON M CASE (V191ED 8/05) 0 a e . t FOUND MBAR W /CAP LS/ 17633 0.04' N. 8 woe aw LAW raw at5► swah.ew .a 9118' S e9'S4'2r a. 132,4 lane LOT 1 6,970aq. 11. :r '61.1 "';�y 68979 59'E•'11 7&95' V p - wadc"s.r�.a..wru £ T _ e32 FOUND u01 at CASE 0.52' E. Or 31126 (NETLD 6/05) S. 135TH ST. 318.51 FOUND 1401 et CASE (METED 6/05) S. 136TH ST. 9121ER(S):RERABITAT N04D411EST, INC. ADDRESS5639 16TH AVE. SW. PHONE(208) 932 - 7355 CITY/STATE/7n SEATTLE, WA 90106 5001)1'02'W 1000' r 989'S4'21 1 meas. 1*AC0 90TCr 0 Treat 'A' 1e for learns*, egieaa_ and CHECKED 61 Ina addresses for each lot tot le Lot 2: tot 3: Tot 4: Lot 51 REHABITAT N.W. 19330 32ND AVE. S. SEATTLE. WA 98168 DATE WINO SCALE 1107m VOLUME . PAGE 227- / 47 0(020 O SCALE I' a 40' LEGEND a IA1TA 16701 fa RAVER RAM Q r66 HMO? O aid 9A01 m MO 501081 m 4acea5 90 A. 981 q. 011117 Pal (--- 11471 Pal mow • 1116686 PETAL • - REBAR a CAP TO BE SET 13330 32nd Avema 0. 13332 32nd Aveaaa 8. 3205 8 132nd Lana 3201 S 132nd Lane 3203 8 132nd Lana Rfs of 3.1)19.09 5wY4. 56 Sic. /4•ie -I• REVISED 544-07 as follower JOB NUMBER 5N 3 or 3 1 • f