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HomeMy WebLinkAboutPermit PL13-040 - GEM TURLEY - FOSTER SHORT PLATFOSTER SHORT PLAT 44XX/4419 S 146TH PL13-040 L13-041 SHORT PLAT Jaimie Reavis From: Joanna Spencer Sent: Monday, July 27, 2015 1:32 PM To: Jaimie Reavis Cc: Joanna Spencer Subject: FW: Foster (Foster Lane Plat) on S 144th Street I had the PW 14-0007 @ my desk. FYI, see email from Han. Joanna From: Han Phan [mailto:pbg.engr@yahoo.com] Sent: Tuesday, June 16, 2015 2:53 PM To: Joanna Spencer Subject: Re: Foster (Foster Lane Plat) on S 144th Street Joanna, Lot 6 will need infiltration trench for half of the roof. The other half of the roof will goes into the infiltration trench sitting on the drainage easement on Lot 7. Lots 5, 7, 8 & 9 will need a onsite infiltration trench (2'Wx 10'L) tightline stub out before connect to the drainage stub. Lots 2, 3 & 4 can be connected directly to the drainage stubs. FYI...I got a confirmation from Ed that I will do the site civil plans for Lot 6 and all other lots for this project. Ignore what the architect submitted first time. Han Phan, P.E. PBG, LLC 5130 S. 166th Lane SeaTac, WA 98188 Cell: 206-229-6422 Office: 206-446-1292' Email: PBG.ENGR@yahoo.com From: Joanna Spencer <Joanna.Spencer@TukwilaWA.gov> To: "Han Phan, P.E. (pbc.engr@yahoo.com)" <pbq.engr@vahoo.com> Sent: Tuesday, June 16, 2015 2:35 PM Subject: Foster (Foster Lane Plat) on S 144th Street Han, Could you please refresh my memory. Do all the lots require an onsite storm drainage system or only the SW corner lot 6 ? Joanna Spencer Development Engineer City of Tukwila Public Works Department 6300 Southcenter Blvd #100 Tukwila, WA 98188-8548 ph:(206) 431-2440 fax:(206) 431-3665 Joanna.Spencer@TukwilaWA.gov The City of opportunity, the community of choice. 2 MEMORANDUM OF UNDERSTANDING Robert Dunbabin and Ed Flanigan Developers of the Foster Short Plat hereby agree to work with Rick Bidlack on mutual selection of an Arborist to preserve tree roots of the subject large Maple tree that is near their common property line and the future lot #9 of the Foster Short Plat. This Arborist shall be present during the period of construction as the Sewer and Storm pass the Maple tree and make recommendations or assist with root preservation techniques, possibly involving an air spade or some other technique that is best for the tree. The goal is to preserve the root system while installing the necessary approved Storm and Sewer for the Approved Foster Short plat to City and District standards. This will more than likely cause a cost overrun rather than typical ditching. We will have the Contractor do a cost over run analysis on the spot and pay time and materials for everything related to the tree. The Developer shall absorb the first $4000 and anything over $4000 in excess of normal ditching cost shall be split equally including Arborist visits, air spade and anything relating to the tree roots. Or Bidlacks can pay the Arborist and the Developers pay the Contractor. This can be the Bidlack's choice. Further, Bidlacks agree to do recommended maintenance as recommended by Favero Greenforest in his report that they recently had done. APR o9 ?0,4 Com, vop, , Jaimie Reavis From: Brad Hoffman <brad@hofcon.com> Sent: Wednesday, March 26, 2014 10:16 AM To: 'Rick Bidlack'; 'Dana Dick'; 'Ed Flanigan' Cc: Jaimie Reavis; 'Han Phan'; 'Bob Dunbabin'; JMcCullum@gth-law.com Subject: RE: maple tree report The sewer line is designed to be 11' east of the property line. It will be approximately 8' deep at the location of the tree. We will need to have trench shoring to install the sewer for safety reasons. It is possible to have a vactor truck excavate around the tree roots and install speed shoring that will be able to keep the roots intact. A vactor truck uses high pressure water and a suction tube to remove the soil. It would be a good way to remove the soil without harming the roots. They do get a little expensive though. They typically rent for around $200-$250/hr. If we can make a holding area onsite we could probably dump the muddy soil onsite to let it dry. I would imagine that we would need to excavate with the vactor truck for no more than 201f of trench. This could take up to three days to do. This would add approximately $6,000.00 of cost for the vactor truck and it would add 2 days labor for our crew. The storm line is designed to be approximately 8' east of the property line. The storm line is less than 4' deep so it will not require shoring. I suggest that we use a vactor truck on this section as well. Since it is not as deep and it will not require shoring, a vactor truck will only be needed for 1 day. Costing about $2,000.00 extra and would not require any additional labor cost from Hoffman Construction. I believe this would be the best option to keep the roots of the tree unharmed and insure that the sewer and storm lines could be installed correctly and safely. Thanks, Brad Hoffman Hoffman Construction, Inc. PO Box 845 Enumclaw, WA 98022 0) 360-825-9797 F) 360-802-9797 M) 206-423-1265 brad@hofcon.com From: Rick Bidlack [mailto:rick@signalsandnoises.com] Sent: Tuesday, March 25, 2014 7:54 AM To: 'Dana Dick'; 'Ed Flanigan'; 'Brad Hoffman' Cc: 'Jaimie Reavis'; 'Han Phan'; 'Bob Dunbabin'; JMcCullum@gth-law.com Subject: RE: maple tree report Ed, Dana, Brad, I spoke with John Zehren last night, looks like he is not our guy for this job. However, he did mention that there is an outfit in town that does this all the time — trenches using an industrial size air spade and a vac truck. I'm trying to track them down. I need some dimensions please. You need to lay two pipes in the easement — sewer and storm. Are they in a common trench? How deep, how wide? I need to have an idea of the volume of earth to be moved, and whether bracing is required. How close is the storm drain to the property line? 1 Thanks Rick Bidlack www.signalsandnoises.com 206.760.4954 studio 206.473.1557 cell From: Dana Dick [mailto:danad©valvue.com] Sent: Monday, March 24, 2014 10:34 AM To: Ed Flanigan Cc: Jaimie Reavis; Han Phan; Bob Dunbabin; <JMcCullum(agth-Iaw.com>; Rick Bidlack; Brad Hoffman Subject: RE: maple tree report Ed: Valley View would not want to see the sewer line located any farther than 10' east of the common property line the Maple Tree is located on. This would put the sewer alignment 5' from the east edge of the easement. My concern is that if the new property owner of the lot you are developing constructs some kind of back yard amenity right up to the edge of the easement, such as a below grade swimming pool, and the sewer alignment is only 1' from the edge of the easement it leaves the District in a precarious position should we need to dig up the sewer line at that location for future work. Dana Dick Manager Valley View Sewer District 206-242-3236 phone 206-242-1527 fax From: Brad Hoffman [mailto:brad@ hofcon.com] Sent: Monday, March 24, 2014 6:37 AM To: Rick Bidlack Cc: Ed Flanigan; Jaimie Reavis; Han Phan; Dana Dick; Bob Dunbabin; <JMcCullum(agth-law.com> Subject: Re: maple tree report I am the contractor on this project and I would like to add that the roots will only be exposed for a short period of time (1 or 2) days. Brad Hoffman Hoffman Construction Inc. 0) 360-825-9797 F) 360-802-9797 M) 206-423-1265 brad @hofcon.com On Mar 23, 2014, at 10:19 PM, "Rick Bidlack" <rick@signalsandnoises.com> wrote: Ed -- FYI 2 • From: Greenforest Inc [mailto:yreenforestinc(amindspring.com] Sent: Saturday, March 22, 2014 10:16 AM To: Rick Bidlack Subject: Re: maple tree report A tool called an air spade might work well in this situation. John Zehren has one and you could discuss that more with him. I'm out of town until April 9 and I can talk with you more about it then. Sent from my iPhone On Mar 22, 2014, at 9:02 AM, "Rick Bidlack" <rick@signalsandnoises.com> wrote: Hi Favero, Question: is there a problem with locating and exposing the roots manually, with shovels, then trenching around and under them? The roots would thus be exposed to the sky for several weeks while the pipes were all laid in, and then reburied when the trench is filled back in. The builders must use a compactor when backfilling the trench. There are physical limitations to how far away they can move the trench. Thanks, Rick Bidlack www.signalsandnoises.com 206.760.4954 studio 206.473.1557 cell From: Favero Greenforest [mailto:greenforestinc©mindspring.com] Sent: Friday, March 14, 2014 2:51 PM To: rick@ signalsandnoises.com Subject: maple tree report Rick and sheila: here is my letter regarding your maple tree. Thanks again, Favero <image001.png> GREENFOREST, Inc. Favero Greenforest Consulting Arborist 206-723-0656 Jaimie Reavis From: Sandra Whiting Sent: Thursday, March 20, 2014 3:06 PM To: Jaimie Reavis Cc: Minnie Dhaliwal Subject: Tree Protection, Foster Short Plat S. 144th Jaimie, I have looked at the site plan and reviewed the arborist report related to protecting the large Big Leaf Maple that straddles the short plat property and the neighboring property at 4261 S. 144th I agree with the arborist report that, in order to protect the roots, the sewer line should be installed by tunneling beneath the "root plate". In addition, we should require that an ISA certified arborist be on-site during installation of the sewer line to ensure that the tunneling is done properly. In addition, the tree protection detail shown for the other trees to be retained on the site is inadequate to protect trees. This strategy is no longer recognized as protective and does not recognize how tree roots actually grow. Instead, tree protection fencing should be place at a minimum of 1 foot (1.5 ft, where there is room) per each inch of trunk diameter away from the trunk. Where there are tree clusters, the protection fencing should be placed around the entire cluster, again at least 1 foot for each. Sandra 1 When Recorded Return to: ORCAS Homes, LLC 1100 Dexter Ave N, Suite 275 Seattle, WA 98109 111 01111100111101 � tl 20150603000047 ORCAS HOMES LL EAS 76.00 PAGE -001 OF 005 06/03/2015 09:02 KING COUNTY, WA PRIVATE TRACT 'A' ACCESS AND UTILITIES EASEMENT AND MAINTENANCE AGREEMENT V 0 EXCISE TAX NOT REQUIRED King Co. re00O mesion By urate City of Tukwila Short Plat No. L13-041 GRANTOR: ORCAS Homes, LLC — (Owner of Parent Parcel, legal description listed below, which includes Lots 1 thru 9 of City of Tukwila Short Plat No. L13-041) GRANTEE: ORCAS Homes, LLC — (Owner of Parent Parcel, legal description listed below, which includes Lots 1 thru 9 of City of Tukwila Short Plat No. L13-041) Parent Parcel - Legal Description TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, •PAGE(S) 31, RECORDS OF KING COUNTY, WASHINGTON. Parent Parcel - Assessors Tax Parcel Nos. 004000-0375 / 004000-0380 Grantor Parcel — Lots 1 thru 9 of City of Tukwila Short Plat No. L13-041 Grantee Parcel - Lots 1 thru 9 of City of Tukwila Short Plat No. L13-041 THIS EASEMENT AND MAINTENANCE AGREEMENT is made and entered into by and between; Owner of Parent Parcel, legal description listed above, which includes Lots 1 thru 9 of City of Tukwila Short Plat No. L13-041). And is for the benefit of the Grantor's and Grantee's properties. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: Page 1 of 4 An exclusive perpetual Ingress/Egress, Storm Drainage and Utilities Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: INGRESS/EGRESS, STORM DRAINAGE AND UTILITIES EASEMENT OVER A PORTION OF LOTS 1 THRU 9 OF CITY OF TUKWILA SHORT PLAT L13-041 LEGAL DESCRIPTION OF INGRESS/EGRESS, STORM DRAINAGE AND UTILITIES EASEMENT AREA: THAT PORTION OF TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87°49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01°08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET, THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 87°49'1 0" EAST, ALONG SAID SOUTH MARGIN 103.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID MARGIN, SOUTH 87°49'10" EAST 25.00 FEET; THENCE SOUTH 01°08'52" WEST 169.37 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT, WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.07 FEET; THENCE SOUTH 87°'51'43" EAST 47.34 FEET; THENCE SOUTH 01°08'52" WEST 20.00 FEET; THENCE NORTH 87°5P43" WEST 156.50 FEET; THENCE NORTH 01°08'52" EAST 20.00 FEET; THENCE SOUTH 87°51'43" EAST 44.14 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.76 FEET; THENCE NORTH 01°08'52" EAST 168.70 FEET TO THE SOUTH MARGIN SAID SOUTH 144TH STREET AND THE TRUE POINT OF BEGINNING. 2. This easement is for the sole purpose of the construction, use and maintenance of an Ingress/Egress, Storm Drainage and Utilities Easement. 3. Grantor and Grantee shall install improvements in said Ingress/Egress, Storm Drainage and Utilities Easement. Grantor and Grantee shall continue to maintain and bear all cost of repair and maintenance or repair of said Ingress/Egress, Storm Drainage and Utilities Easement. Each participating property will bear a one -ninth (1/9) responsibility of the cost to maintain said private road, storm drainage, and utilities easement. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Ingress/Egress, Storm Drainage and Utilities Easement. Page 2 of 4 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. 6. It is the intent of the grantor that this agreement shall not be extinguished by the doctrine of merger. DECLARRATION OF COVENANT Upon the recording of this plat, Tract 'A' is hereby granted and conveyed to the Plat of Foster Homeowners' Association (HOA) for drainage purposes. All necessary maintenance activities for said Tract(s) will be the responsibility of the HOA. In the event that the HOA is dissolved or otherwise fails to meet its property tax obligations, as evidenced by non-payment of property taxes for a period of eighteen (18) months, then each lot in this plat shall assume and have an equal and undivided ownership interest in the Tract previously owned by the HOA and have the attendant financial and maintenance responsibilities. This easement agreement shall run with the Iand and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. Page 3 of 4 IN WITNESSEREOF, said individual have caused this instrument to be executed this day of b.i /5". , 2015. rancor / -6rantee / Property Owner STATE OF WASHINGTON ) )ss. COUNTY OF KING I certify I have know or have satisfactory evidence that , t,t6iii is the person who appeared before me, and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledge as the K4 irl a q e ( of the ORCAS Homes, LLC, a Washington State limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated (;t %i ! 7015 E4 ry Notary Public in and for , State of Washington residing at Fed ra.I Wvtj wA 1.o'Iembe( 2(0.0i., My appointment expires Page 4 of 4 DEPICTION OF PRIVATE TRACT "A" ACCESS & UTILITIES 10' PUBLIC SIDEWALK & PUBLIC UTILITY EASEMENT A S. 144TH STREET SB7V951E 20' PRIVATE DRAINAGE EASEMENT SSEWER ASEMENT 10350' 58 7 4 711 7= LOT 9 10' SIDEWALK & UTILITY EASEMENT 10' SIDEWALK & UTIUTY EASEMENT LO \ \ (6,593 $QT 7 fl,) SEV•SP T 4l.1Y L 25' PRIVATE DRAINAGE EASEMENT RESTRICTIVE COVENANT KC #20140528001287 LOT 6 LOT 5 64.50 LOT 3 LOT 4 When Recorded Return to: ORCAS Homes, LLC 1100 Dexter Ave N, Suite 275 Seattle, WA 98109 UI III 0I A I YAI I II I II Inl 20150603000045 ORCAS HOMES LL FAS 75.00 PAGE -001 OF 004 06/03/2015 09:02 KING COUNTY, WA 25' PRIVATE DRAINAGE EASEMENT AND MAINTENANCE AGREEMENT Reference City of Tukwila Short Plat No. L13-041. GRANTOR: ORCAS HOMES, LLC — (Owner of Lots 6 and 7- City of Tukwila Short Plat. No. L13-041) GRANTEE: ORCAS HOMES, LLC — (Owner of Lots 6 and 7 - City of Tukwila Short Plat No. L13-041) Grantor Legal Description TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, RECORDS OF KING COUNTY, WASHINGTON. Grantor - Assessors Tax Parcel No. 004000-0375 Grantee Legal Description EXCISE TAX NOT REQUIi EO King Co. Division By TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, RECORDS OF KING COUNTY, WASHINGTON. Grantee - Assessors Tax Parcel No. 004000-0375 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee's property. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which is hereby acknowledged, the parties hereto agree as follows: Page 1 of 3 1. The owner of the above described land does hereby define, grant and convey to the present and future owner(s) (Grantee) of the land described as follows: An exclusive perpetual Private Drainage Easement over, across, along, in, upon and under that portion of said Grantor's land described as follows: PRIVATE DRAINAGE EASEMENT OVER A PORTION OF LOT 7 OF CITY OF TUKWILA SHORT PLAT No. L13-041 LEGAL DESCRIPTION OF PRIVATE DRAINAGE EASEMENT AREA: THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87°4910" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01°08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01°08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 184.12 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87°51'43" EAST 39.00 FEET; THENCE SOUTH 01°08'52" WEST 25.00 FEET; THENCE NORTH 87°51'43" WEST 39.00 FEET TO THE WEST LINE OF SAID TRACT 6; THENCE NORTH 01°08°52 EAST, ALONG SAID WEST LINE, 25.00 PET TO THE TRUE POINT OF BEGINNING. 2. This easement is for the sole purpose of the construction, use and maintenance of a Private Drainage Easement. 3. Infiltration trench was installed under PW 14-007 permit on Lot 7 and the owner of Lot 6 shall maintain the infiltration trench and shall continue to maintain and bear all cost of repair and maintenance of said Private Drainage Easement. 4. Grantee of Lot 6 shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Private Drainage Easement. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein, his heirs and/or assigns. 6. It is the intent of the grantor that this agreement shall not be extinguished by the doctrine of merger. Page 2 of 3 This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. IN WITNESS WHEREOF, said individual have caused this instrument to be executed this 01-.4".( day of .dk^*w , 20 LS' . dospir*P—L..„/„4.4.4„,:d u honz • ignature STATE OF WASHINGTON ) )ss. COUNTY OF KING ) On this day personally appeared before me as the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. eVeri pvt►l nt io to me known Dated (012- V7/0 Notary Public in and for the State of Washington residing at wtAtj� Wry My appointment expires t) N Wt e r 2' f201(6, Page 3 of 3 DEPICTION OF 25' PRIVATE DRAINAGE EASEMENT S. 144TH STREET 10' PUBLIC SIDEWALK - - - _ & PUBLIC UTILITY EASEMENT 20330' 20' PRIVATE DRAINAGE EASEMENT 15' SEWER EASEMENT S87°4220'E S87'49107 1 LOT 9 1C' SIDEWALK & UTILITY EASEMENT LOT 8 \ \ LOT7 bt \ \ (6,598 54 Fr) F \ \ \ .d 582.5/437 44.14' 32 0 6430 RESTRICTIVE COVENANT KC #20140528001287 LOT 6 S87'49f07 23787' 125137 10' SIDEWALK & UTILITY EASEMENT iN NTS 27.34' 6402 LOT 1 25' PRIVATE DRAINAGE EASEMENT LOT 5 LOT 4 23.02' 888.4918T LOT 2 $ S47'54'437 8220' LOT 3 When Recorded Return to: ORCAS Homes, LLC 1100 Dexter Ave N, Suite 275 Seattle, WA 98109 11.0 01 0000 I VIB1IIII 20150603000046 ORCAS HOMES LL EAS 76.00 PAGE -001 OF 005 06/03/2015 09:02 KING COUNTY, WA EXCISE TAX NOT REQUIRED King Co ' _ • : Division BY rDVy 11 DECLARATION OF PRIVATE SIDEWALK AND UTILITIES EASEMENT Reference City of Tukwila Short Plat No. L13-041 Grantor(s): ORCAS Homes, LLC Grantee(s): ORCAS Homes, LLC Abbreviated Legal Description: Tracts 6 and 7, Block 3, Adams Home Tracts Assessor's Property Tax Parcel or Account No.: 004000-0375 / 004000-0380 Grantor's legal description: TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, RECORDS OF KING COUNTY, WASHINGTON. Easement's legal description: THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87°49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01°08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01°08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 10.00 FEET TO THE SOUTH LINE OF THE NORTH 10 FEET OF TRACT 6; THENCE SOUTH 87°49'10" EAST 93.49 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 01°08'52" WEST 163.88 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 10.00 FEET, AND ARC OF 15.88 FEET; THENCE NORTH 87°51'43" WEST 44.32 FEET; THENCE SOUTH 01°08'52" WEST 5.00 FEET; THENCE SOUTH 87°51'43" EAST 44.14 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.76 FEET; THENCE NORTH 01°08'52" EAST 158.70 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH 10.00 FEET OF TRACT 6; THENCE NORTH 87°4910" WEST 10.00 FEET TO THE TRUE POINT OF BEGINNING; ALSO THAT PORTION OF TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87°49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01°08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01°08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 10.00 FEET TO THE SOUTH LINE OF THE NORTH 10 FEET OF SAID TRACTS; THENCE SOUTH 87°49'10" EAST, ALONG SAID SOUTH LINE, 128.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 01°08'52" WEST 159.37 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A A RADIUS OF 20.00 FEET, AN ARC OF 31.07 FEET; THENCE SOUTH 87°51'43" EAST 47.34 FEET; THENCE SOUTH 01°08'52" WEST 20.00 FEET; THENCE NORTH 87°51'43" WEST 156.50 FEET; THENCE SOUTH 01°08'52" WEST 10.00 FEET; THENCE SOUTH 87°51'43" EAST 161.50 FEET; THENCE NORTH 01°08'52" EAST 35.00 FEET; THENCE NORTH 87°51'43" WEST 52.17 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WIT H A RADIUS OF 10.00 FEET, AN ARC OF 15.54 FEET; THENCE NORTH 01°08'52" EAST 164.19 FEET TO THE SOUTH LINE OF THE NORTH 10.00 FEET OF SAID TRACTS; THENCE NORTH 87°49'10" WEST, ALONG SAID SOUTH LINE, 10.00 FEET TO THE TRUE POINT OF BEGINNING. 2 IN CONSIDERATION OF THE FUTURE OWNERS of the lots within the Foster Short Plat L13-041 relating to real property, the undersigned Grantor declares a permanent easement for sidewalk and Utilities easement for benefit of Lots 1 thru 9 of said short plat. 1. This easement is for the sole purpose of the construction, use and maintenance of a sidewalk and utilities, together with the right of access for use and maintenance. 2. Maintenance of the easement shall be shared equally by the benefited parties. 3. Cost of maintenance or repair of a utility within said easement shall be borne by the party(s) served by that utility. 4. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land described herein. 5. It is the intent of the grantor that this agreement shall not be extinguished by the doctrine of merger. THIS INSTRUMENT made this o2'" 4 day of kCl'2-- 2015, by ORCAS Homes, LLC, herein called "Grantors". Dated this 02'* day of L�.,t..G�-•-�- vii . , 2015 3 STATE OF WASHINGTON) ) SS COUNTY OF F-11 10) ) On this day personally appeared before me Q6k. ► RAnbabir, to me known as the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. Given under my hand and official seal this L� day of ,Ane 15- , NOTARY PUBLIC in and for the State v v of Washington, residing at Washington, residing at (Al t41 1 vvA STATE OF WASHINGTON) ) SS COUNTY OF I f ) On this day personally appeared before me Teger to me known as the individual(s) described in and who executed the within and foregoing instrument and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein stated. �m Given under my hand and official seal this day of SNC NOTARY PUBLIC in and for the State of Washington, residing at Washington, residing at -€N&lr uvr-tA. - 4 DEPICTION OF SIDEWALK & UTILITY EASEMENT 10' PUBLIC SIDEWALK & PUBLIC UTILITY EASEMENT _ S. 144TH STREET sp7•ro7o7 20' PRIVATE DRAINAGE EASEMENT 15'SEWER EASEMENT LOT 9 10' SIDEWALK & UTILITY EASEMENT 10' SIDEWALK & UTILITY EASEMENT 1 NTS LOT 1 LOT 7 (6.598 84 FT.) 0 LOT 2 S8T51r,7 y7-' 25' PRIVATE DRAINAGE EASEMENT RESTRICTIVE COVENANT KC P20140528001287 LOT 6 LOT 5 LOT 3 LOT 4 When Recorded Return to: ORCAS Homes, LLC 1100 Dexter Ave N, Suite 275 Seattle, WA 98109KING COUNTY, UA 11111111111111111111 20150603000033 PAGE -001 OF 004 06/03/2815 08:49 20' PRIVATE DRAINAGE EASEMENT City of Tukwila Short Plat No. L13-041 GRANTOR: ORCAS Homes, LLC — (Owner of Lot 9) GRANTEE: ORCAS Homes, LLC — (Owner of Lots 8 &7) Grantor Legal Description EXCISE TAX NOT REQUIRED King Co•ls Division BY eiriReowN , Deputy TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, RECORDS OF KING COUNTY, WASHINGTON. Assessors Tax Parcel No. 004000-0375 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s) (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, receipt of which 's hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (Grantee) of the land described as follows: An exclusive perpetual Storm Drainage Easement over, across, along in upon and under that portion of said Grantor's land described as follows: THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87°49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01°08'5T' WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6 AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01°08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6,16..00 FEET; THENCE SOUTH 87°49'10" EAST 20.00 PEET; THENCE NORTH 01°08'52" EAST 68,00 FEET; THENCE NORTH 87°49'10" WEST 20.00 FEET TO THE TRUE POINT OF BEGINNING. 2. This easement is for the sole purpose of the construction, use and maintenance of a Storm Drain Line, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Storm Drain Line at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Storm Drain Line. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Storm drain Line. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. 6. It is the intent of the grantor that this agreement shall not be extinguished by the doctrine of merger. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. IN WITNESS WHEREOF, said individual have caused this instrument to be executed this day of , 2015. rr ntor / Grantee / Property Owner STATE OF WASHINGTON ) )ss. COUNTY OF KING ) 1 certify I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he signed this instrument on oath stated that he w authorized to execute the instrument and acknowledge as the et v' cid' �t;1` of the ORCAS Homes, LLC, a Washington State limite1 liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated i' 15 11 Notary Public in and for the State of Washington residing at f e 1,,,A,1 ' V et. vvA My appointment expires ) .3Jtn+t�"-r i 7.01 DEPIC 1 ION OF 20' PRIVATE DRAINAGE EASEMENT 11 11 j( t� S. 144TH STREET 10` PUBLIC SIDEWALK - - L PUBLIC UTILITY EASEMENT 107.50' r ( 20' PRIVATE DRAINAGE EASEMENT 15' SEWER EASEMENT 103SC 583°4970T 107.50' 59749'10T LOT 9 1Q'SIDEWALK a UTILITY EASEMENT LOT 8 LOT 7 \ (6.599 SQ Fr \ serslye 44.1r 39.01. 65.00' ry L 2S' PRIVATE DRAINAC£ EASEMENT RESTRICTIVE COVENANT KC 0203.40528001287 p 6450' } 5M7 4910'f 257.83. 12937 I N 1 NTS nsr 6600• LOT 1 LOT 6 P 8 LOT 5 p a a LOT 4 J rh' 25.00' 588.4751E LOT 2 587'SV4?e 82„10• LOT 3 When Recorded Return to: ORCAS Homes, LLC 1100 Dexter Ave N, Suite 275 Seattle, WA 98109 11111111111111111111111111 20150603000032 ORCAS HOMES LL EAS 75.00 PAGE -001 OF 004 06/03/2015 08:49 KING COUNTY, WA 20' PRIVATE DRAINAGE EASEMENT City of Tukwila Short Plat No. L13-041 GRANTOR: ORCAS Homes, LLC — (Owner of Lot. 8) GRANTEE: ORCAS Homes, LLC — (Owner of Lot 7) Grantor Legal Description 1 EXCISE TAX NO1 R(kU D King Co. Avis BY pep* TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 31, RECORDS OF KING COUNTY, WASHINGTON. Assessors Tax Parcel No. 004000-0375 THIS EASEMENT AGREEMENT is made and entered into by and between the undersigned owner(s) (grantor) in fee simple of the land described herein. And is for the benefit of the Grantee. For and in consideration of the mutual covenants, an agreement hereinafter expressed and other good and valuable considerations, in hand paid, r. ceipt of which is hereby acknowledged, the parties hereto agree as follows: 1. The owners of the above described land do hereby define, grant and convey to the present and future owners (Grantee) of the land described as follows: An exclusive perpetual Storm Drainage Easement over, across, along in upon and under that portion of said Grantor's land described as follows: THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87°49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01°08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6 AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01°08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 132.00 FEET; THENCE SOUTH 87°49'10" EAST 20.00 FEET; THENCE NORTH 01°08'52" EAST 132.00 FEET; THENCE NORTH 87°49'10" WEST 20.00 FEET TO THE TRUE POINT OF BEGINNING. 2. This easement is for the sole purpose of the construction, use and maintenance of a Storm Drain Line, together with the right of ingress and egress for said construction, use and maintenance. 3. Grantee shall install said Storm Drain Line at its sole cost and expense and shall continue to maintain and shall continue to bear all cost of repair and maintenance or repair of said Storm Drain Line. 4. Grantee shall hold Grantor harmless from and against any and all claims which may be made against Grantor arising out of the installation, operation, maintenance or repair or said Storm drain Line. 5. The herein easement and agreement may be amended only with the written agreement of the Grantee herein. 6. It is the intent of the grantor that this agreement shall not be extinguished by the doctrine of merger. This easement agreement shall run with the land and shall be binding on all parties having or acquiring any right, title or interest in the land descried herein or any part thereof. 1N WITNES WHEREOF, said individual have caused this instrument to be executed this day of 4/.-- , 2015. STATE OF WASHINGTON ) )ss. COUNTY OF KING ) rantoi rantee / Property Owner I certify I know or have satisfactory evidence that Rtfrevir�-- is the person who appeared before me, and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledge as the f �'tdtlt a q€17 of the ORCAS Homes, LLC, a Washington Statelimited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated ' (Z / 1 C Notary Public in and for the State o Washington residing at Ce(4`: (A. Vv it 9 VV A My appointment expires c`N n ( -11) 2 CI t DEPICTION OF 20' PRIVATE DRAINAGE EASEMENT A 10' PUBLIC SIDEWALK PUBLIC UTILITY EASEMENT 09SD' S. 144TH STREET 557,15707 257.87 129,37 20' PRIVATE DRAINAGE EASEMENT 15' SEVER EASEMENT 183,0' 597'4970' 10).347 587.497D'E LOT 9 10' SIDEWALK 8 UTILITY EASEMENT LOT 8 P. t \ LOT 7 \ (6,393 9z RI \ \ \ 3E2 SI <3E 4414' \ ry 3107 6500' &W' NTS 2734' 66.60' LOT 1 25' PRIVATE DRAINAGE EASEMENT RESTRICTIVE COVENANT KC 420140128001287 LOT 6 LOT 5 LOT 4 P.. i$ ;ti 2502' SB6'49'38'F LOT 2 a gi 587.51'43'8 82.30' LOT 3 Return Address: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila. WA 98188 111111111111 1111111111111 20150603000031 ORCAS HOMES LL EAS 82.00 PAGE -001 OF 011 06/03/2015 08:49 KING COUNTY, UA Above this line reserved for recording information. u STORM WATER EASEMENT AND MAINTENANCE AGREEMENT (L13-041 / PW14-0007) Reference # (if applicable): N/A Grantor: ORCAS Homes, LLC Grantee: City of Tukwila Legal De:scription/STR: Assessor's Tax Parcel ID#: Tracts 6 and 7, Block 3, Adams Home Tracts, according to the plat thereof recorded in volume 11 of Plats, page 31, records of King County, Washington (NE1/4, 22-23-04) 004000-0375 / 004000-0380 EXCISE TAX NOT King Co. BY SQUIRED Division Deputy THIS EASEMENT AND AGREEMENT made and entered into this Z3 day of May , 2015, by and between the City of Tukwila, a municipal corporation of ,King County, Washington, hereinafter referred to as "CITY" and ORCAS, LLC a Washington limited Liability company, located at 1100 Dexter Ave N, Suite 275, Seattle, WA 98109, hereinafter referred to as "PROPERTY OWNER". WHEREAS, PROPERTY OWNER has applied for certain permits with the CITY for the construction of facilities at 4419 S. 144th Street, Tukwila, WA, which create impervious surface; and WHEREAS, the PROPERTY OWNER has completed a storm system; and 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 Storm Water Easement and Maintenance Agreement Page 1 of 11 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 the 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 I, 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. PW 14-0007, which Record Drawings are hereby incorporated by reference as if set out in full. This easeinent shall be a burden to that real estate which is legally described and attached as Exhibit "A" 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 run with the land and shall be binding upon the heirs, 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 "B" 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, or in accordance with any state, locate, or federal law or regulation. Further, the PROPERTY Storm Water Easement and Maintenance Agreement Page 2 of 11 DATED this (1),) day of JjQ GRANTEE: CITY OF TUKWILA 4. Amsomig Mayor // Attes Authenticated: , 2015. Approved As to Form: City CI- ! City Attorney STATE OF WASHINGTON ) County of King ss. On this 15j day of , 2015, before me, the undersigned, a Notary Public in and for the State of Was ington, duly commissioned and swom, personally Appeared Jim Haggerton, known to me to be the Mayor 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. _„41AVRMItiv 40.4 CPP ',,,,,, s 1 s 1 TA Aet.P ,,� $ print name k1 t../ C2 t 1 p Notary Public in - d for the State of Washington, residing at rCeStf.A71,4, My appointment expires Storm Nater Easement and Maintenance A_ereement Page 4 of 11 STATE OF WASHINGTON ) )ss. COUNTY OF KING Cot C_ ,C, A.i3p6ikri `51. 36 Property Owner Date t I certify I have know or have satisfactory evidence that MO/ t OA (A roe— is the person who appeared before me, and said person acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledge as the MAJ4G 1--- of ORCAS Homes, LLC, a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated MA/ 23,20/5 #' 'r Vpp F ottanuuirk,����i�� E n$. Notary Public in and for the Stat( of Washington residing at }'do/ra ( \Na My appointment expires N 04 ov her 2s., .Zo I .' G Storm Water Easement and Maintenance Agreement Page 5 of 11 Exhibit "A" Legal Description of Easement Area THAT PORTION OF TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144'" STREET; THENCE SOUTH 87°49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01°08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET, THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 87°49'1 0" EAST, ALONG SAID SOUTH MARGIN 103.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID MARGIN, SOUTH 87°49'l0" EAST 25.00 FEET; THENCE SOUTH 01°08'52" WEST 169.37 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT, WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.07 FEET; THENCE SOUTH 87°'51'43" EAST 47.34 FEET; THENCE SOUTH 01°08'52" WEST 20.00 FEET; THENCE NORTH 87°51'43" WEST 156.50 FEET; THENCE NORTH 0l008'52" EAST 20.00 FEET; THENCE SOUTH 87°51'43" EAST 44.14 FEET; THENCE NORTH 31°19'10" EAST 40.48 FEET; THENCE NORTH 01°08'52" EAST 153.70 FEET TO THE SOUTH MARGIN SAID SOUTH 144TH STREET AND THE TRUE POINT OF BEGINNING. Storm Water Easement and Maintenance Agreement Page 6 of 11 Exhibit "B" Stormwater Pollution Prevention Plan For NC. — 9 LOT SNORT PLAT SHORT PLAT # L13-041 PW14-0007 Site Address The project is located in the NW 114 of the NE1/4 of Section 22, Township 23 North, Range 4 East, W.M., adjacent to South 148th Street; and within a private Tract / Street named 144th Lane South, in the City of Tukwila. The site address is 4419 S. 144th Street, Tukwila, WA 98188. The Tax Parcel Number is 004000-0375 / 004000-0380. Introduction This project proposes to develop approximately 1.84 acres of existing, tall grasses and a few small deciduous trees. The underlying soils vary from sand silt, sandy silt, and medium to dense sand. Catch basins and storm drainage pipes will be installed within the private tract / street and adjacent areas to convey runoff to a Private Underground Detention/Water Quality tank located in the eastem portion of the site. Roof downspouts will be individually tightlined to the catch basins, which is tightlined to a public storm conveyance system, located northwest comer of the property. The off-site area is not considered as part of the private detention vault sizing. After development, approximately 0.66 acres of the site is impervious, with the remaining 1.18 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 tank is designed to retain runoff volumes up to the 2 year, and 10 -year storm events; with 7 inches 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. Tract A porous asphalt pavement allows water to enter thru the pavement into the gravel bed and be absorbed by the sub soils to disburse in a more natural manner. However special maintenance practices need to be observed. Storm Water Easement and Maintenance Agreement Page 7of 11 • VACUUM AT LEAST TWICE PER YEAR, a commercial grade high velocity vacuum with low pressure side wash is recommended. • NO PRESSURE WASHING, pressure washing drives sediment deeper and clogs the pavement. • DO NOT allow construction staging, soil/mulch storage, etc on unprotected pavement surface. • Snow/ice removal requires less treatment than standard pavements. DO NOT apply abrasives such as sand or cinders on or adjacent to porous pavement. Snow plow gently with no contact of the blade. Use environmentally benign deicers rather than salt. • Surface cannot be seal -coated. • Inspect for pavement rutting/raveling annually and repair as soon as possible; • All work shall be performed in accordance with best practices of the trade and in accordance with all local, state and federal rules and regulations applicable by any jurisdiction having authority. Inspection Inspect the storm detention /water quality tank, at least once twice a year for the first year and once for the following year. Maintenance records must be kept for five (5) years and available for City Inspector review. Maintenance To ensure proper water quality treatment, the detention tank designed to allow for a minimum of 6 -inch sediment at the bottom of the vault, which shall be removed at a regular schedule. Person of Responsibility Name ORCAS Homes, LLC Address 1100 Dexter Ave N, Suite 275, Seattle, WA 98109 Emergency Contact, Phone # 206-669-6302 Person of Responsibility, Date: Ed Flanigan Engineer Preparing Plan Name PBG, LLC (Han Phan) Address 5130 S. 166th Lane, SeaTac WA 98188 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 Storm Water Easement and Maintenance Agreement Page 8 of 11 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. DEPICTION OF STORM WATER EASEMENT 10' PUBLIC SIDEWALK & PUBUC UTILITY EASEMENT A 16350' 20' PRIVATE DRAINAGE EASEMENT 10' PVT. SIDEWALK S UTILITY EASEMENT LOT 9 15' SEWER IT'037 SQ. FT.) EASEMENT S. 144TH STREET SD7•4912'E 257.87 4 1 103.50 587,1910'E LOT 8 (6,623 SQ. FTJ STORM WATER EASEMENT LOT 7 (6,596 SQ. Ft.) SIIP51b3'E 44.14' 39.50' ( 6500' 64.50' L._ 25' PRIVATE DRAINAGE EASEMENT LOT 6 (6.629 SQ. FT.) LOT 5 (6.576 SQ. Fr.) LOT 3 (1,597 SQ. FT.) LOT 4 (5,311 SQ. FT.) Storm Water Easement and Maintenance Affcctncnt Page9of11 INSPECTION / MAINTENANCE CHECKLIST Structure Date of inspection./ Maintenance CB #1 Type 2 Insp. Results Maint. Done CB #2 'Type 1 Insp. Results Mainz. Done CB 113 Type 2 Insp. Results Maint. Done CB R4 Type 2 Stonnfiltcr by Contech Stonm atcr Solutions 1-800-925-5240 insp. Results Maint. Done C13 #4A Type 2 Insp. Results Maine. Done CI3 #5 'l ype 2 Insp. Results Maint. Done CB #6 Type 2 Insp. Results Maint. Done CB #7 'Type 1 Insp. Results 1 Maint. Done E t O or- CB #11 Type 1 Inst. Results Maint. Dane Insp. Results w "B # 11 A Type 1 Maint. Done CI3 #12 Insp. Results Mainz. Done Storm Detention Tank Insp. Results Maint. Done PAUL it OF It MEMORANDUM \o 0,1.)1,h4- S PZ UJc) J2-- To: Bob Giberson via Chris Flores via Deft ?s-e Richard Takechi From: Minnie Dhaliwal RE: Foster Short Plat Date: May 14, 2015 File: L13-041 The above referenced short plat is ready for final approval. Attached are the documents for recording. Please indicate your approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Approved by Chris Flores Approved by Bob Giberson (initials) (initials) Approved by Richard Takechi (initials) City of ' ikwila 141(ISION SUBMITTAL Department of Community Development PLANNING DIVISION 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Revision submittals must be submitted in person at the Permit Center, ACCOMPANIED BY RESPONSE DOCUMENTS AND THIS COMPLETED FORM. Revisions will not be accepted through the mail, email, fax, etc. Date: J.// 3/0t7l-S Project Name: Project Address: Project Contact: 7#.4"7✓ f Contact Phone number: A c6,' -2g % - ‘2.-/aw Permit Number: S, 4. S'i L - I/LI �ihC C S_ /4' q 8! City Planner•//, _ Ars PLEASE ATTACH A COPY OF ANY LETTER REQUESTING CORRECTIONS / ADDITIONAL INFORMATION ❑ Response to Preliminary Approval Response to letter requesting additional information (Please attach a copy of the letter) Final Short Plat Submittal Summary of revision/response submittal: 1 PLA-- /14, 7%'.5. pc--‹c�r1�li�t e r Received at the City of Tukwila Permit Center by: 02c Entered in TRAKiT on W:\Users\Teri\Templates-Forms\Revision Submittal Formdoc Revised: March 2014 NOTES: FOSTER SHORT PLAT LOT- 09 25.29' S 144TH ST. .. , FENCE — T 10' SIDEWALK :& UTILITY EASEMENT �; TYP. PRIVATE EDASEMENTRAINAGE PRIVATE EASEMENT. 24.61 2853B9-2 ELEV. —B 57' PORCH ' L- 3 -CAR GARAGE : 5' BSBL L! S8749'1Q"E ,Lg 103.50 1. ALL EXPOSED SOILS WILL BE MULCHED WHEN NOT BEING WORKED. 2. SILT FENCE TO BE INSTALLED AS APPROVED BY INSPECTOR. 3. TIGHTLINE ROOF DRAINS TO PLAT STORM DRAINAGE LOT STUB—OUT. DRIVEWAY DRAINAGE— ROUTE TO STREET CONTACT INFO TANER: (253) 848-0820 55.17' IMPERVIOUS AREA ROOF= 2104 S.F. DRIVEWAY & SIDEWALK= 495 S.F. TOTAL= 2599 S.F. LOT S.F.= 7037 DRIVEWAY" I amun" j..•' 13.72' Poci Z yo -�10' SIDEWALK & UTILITY EASEMENT SCALE: 1"=20' 0 10 20 40 AIRMI SOUNDBUILT HOMES, INC. CITY OF TUKWILA KING COUNTY 14403 144th Lane S. Tukwila, WA. 98188 P.O. BOX 73790 PUYALLUP. WA 98373 PH: (253) 848-0820 FAX: (253) 539-0514 PARCEL# PZ 4/02/15 R1.0 May 4, 2015 Mr. Han Phan 5130 S 166th Lane SeaTac, WA 98188 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director RE: Foster Short Plat Extension Request, Tukwila File #L13-041 4419 S 144th Street (parcel #s 0040000375 and 0040000380) Dear Mr. Phan: The City has received your request for an extension for the above short plat application. Your extension request is granted and the preliminary approval will expire on March 12, 2016. Please note that the subdivision title only allows for one extension of not more than one year. If you have any questions, please contact Jaimie Reavis at (206) 431-3659 or by email at Jaimie.Reavis@TukwilaWA.gov. Sincerely, ck Pace, Director Community Development cc. File (PL13-040) JR Page 1 of l 05/01/2015 H:\2013 Land Use Projects\Foster Short Plat\L,13-041 Foster Short Plat_Extension.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206- 431-3665 May 1,2015 Jack Pace Community Development Director City of Tukwila 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98168 Subject: Request a One Year Extension of an Approved Preliminary Short Plat Foster Short Plat L13-041 44XX/4419 — S. 144"' Street Dear Mr. Pace: This letter is written in requesting a one year extension of an approved preliminary short plat of Foster Short Plat L13- 041. This short plat was granted a preliminary approval on March 12, 2014. Preliminary Short Plat is expiring in March 12, 2015. As of right now, we wouldn't be able to record the short plat with King County before March 12, 2015 deadline. We just received final short plat comments today. We should be able to record in a month or two months from now. To meet the Preliminary Short Plat condition, we would like to request an additional one year extension of Foster Short Plat L13-041. Please feel free to contact me if you have questions regarding to the subject above. Han Phan, P.E. Project Manager PBG, LLC May 1, 2015 Mr. Han Phan, PE 5130 S 166'h Lane SeaTac, WA 98188 City of Tukwila Jura Haggerton, Mayor Department of Community Development Jack Pace, Director Re: Review comments for L13-041 Foster Short Plat Final Short Plat Approval Dear Mr. Phan, We have completed a review of materials submitted for final approval of the Foster Short Plat. Please revise the survey map and other documents according to the comments below. Fire Department Comments Street name and addresses on plat map need to be corrected to match those assigned by the Fire Department. See email sent to you by Don Tomaso on March 12, 2015 for correct street name and address assignments. Public Works Department Comments SURVEY MAP: 1. Update Orcas Homes address and phone number. 2. King County 2009 Surface Water Design Manual requires a feet setback from the storm drainage easement. This applies to west side of lots 8 and 9 where BSBL shall be 25 feet (map shows 20 feet BSBL) and north side of lot 9 where BSBL shall be 15 feet (map shows 10 feet BSBL). 3. See map redlines for additional comments. 4. Applicant shall check with Valley View Sewer District; it is possible that they will require easement document be recorded after plat is recorded and new lots are created. 5. EASEMENT documents -see redlines. Planning Department Comments The deck on the east side of the existing house on Lot 1 has not been removed, as shown on plans and as required to meet the 5 -foot side yard setback requirement and conditions of the preliminary short plat approval. Be sure the deck removal meets both building code and zoning code requirements. Sincerely, Jarmie Reavis Senior Planner Peolgittw-r- JR H:\2013 Land Use Projjects\Foster Short Plat\Correctionl 041 FosterFinalShortPfat.doc 6300 Southcenter Boulevard, Suite #100 431-3665 Page 1 of 1 05/01/2015 _L13-041FosterFinalShortPlat.docH:\2013 Land Use Projects\Foster Short Plat\Correctionl_L13- • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206- Return to: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 11111111111111111111111111 20150430000399 PAGE -001 OF 009 04/30/2015 09:04 KING COUNTY, WA EXCISE TAX NOT REQUIRED King Co. Records D' 'sion By , Deputy Above this line reserved for Recorder's use PUBLIC UTILITY, SIDEWALK EASEMENT Document Reference Numbers: L13-041, PW14-0007 Grantor: ORCAS HOMES, LLC, a Washington State limited liability company Grantee: CITY OF TUKWILA, a municipal corporation of King County, Washington. Document Reference Number(s): Section/Township/Range: NW1/4 of the NE1/4, Sec. 22, T.23N, R.04E, WM Assessor's Tax Parcel Number(s): 004000-0375 and 004000-0380 Abbreviated Legal Description: N/A 1. Recitals. A. The Grantor is the owner of that certain real property legally described on Exhibit 'A' attached hereto and incorporated herein by this reference ("Parcel A"). B. This instrument sets forth the terms and conditions under which the Grantor will grant the Grantee an easement. Page 1 of 9 2. Grant of Easement. A. For and in consideration of TEN DOLLARS ($10.00), and other valuable consideration, the receipt of which is hereby acknowledged, ORCAS HOMES, LLC ("Grantor") grants, conveys, and warrants to the CITY OF TUKWILA, ("Grantee") for the purposes hereinafter set forth, a perpetual easement under, across, and over Parcel A, a legal description of said easement being attached hereto as Exhibit `C' and as depicted in Exhibit `B', which are attached and incorporated herein by this reference. 3. Purpose of Easement. The Grantee shall be entitled to use the easement under, across, and over Owner's/Grantor Parcel in perpetuity for the purpose or purposes of: To construct, operate, maintain, repair, alter, monitor, replace, remove or reconstruct said public sidewalk and utilities to include franchise utilities and other utility lines serving individual lots. The Grantor shall retain the right to use the surface of said easement, so long as said use does not interfere with proper function of the public sidewalk. Grantor shall not plant trees or vegetation with invasive root system within perimeter of this easement. 4. Genera! Provisions. A. Access. Grantee shall have the right of access to the easement under, across, and over the Property to enable Grantee to exercise its rights hereunder. B. Indemnification. Grantee shall hold the Grantor harmless from all costs, claims, or liabilities of any nature, including attorneys' fees, costs, and expenses for or on account of injuries or damages sustained by any persons or property resulting from the negligent activities or omissions of the Grantee resulting from this easement. Grantor shall hold the Grantee and its officers, agents and employees harmless from all costs, claims or liabilities of any nature including attomeys' fees, costs and expenses for or on account of injuries or damages sustained by any Page 2of'9 persons or property resulting from the negligent activities or omissions of the Grantor, -or Grantor's agents or employees resulting from this easement. C. Attorneys' Fees. In the event that any suit or other proceeding is instituted by either party to this instrument arising out of or pertaining to this instrument or the relationship of the parties, including but not limited to the filing of a lawsuit, a request for an arbitration, mediation, or other alternative dispute resolution process (collectively, "Proceeding"), and any appeals and collateral actions relative to such a Proceeding, the substantially prevailing party as determined by the court or as determined in the Proceeding shall be entitled to recover its reasonable attorneys' fees and all costs and expenses incurred relative to such Proceeding from the non -prevailing party, in addition to such other relief as may be awarded. D. Binding Effect. This instrument shall be binding upon and inure to the benefit of the parties and their successors, heirs, assigns, and personal representatives and all persons claiming by, through or under the parties hereto. The easement created by this instrument shall be appurtenant, shall touch and concern the real property identified as Parcel A, and shall run with the land. E. Applicable Law. This instrument shall be governed by and construed in accordance with the laws of the State of Washington. Jurisdiction over and venue of any suit arising out of or related to this instrument shall be exclusively within the state or federal courts of King County, Washington. F. Entire Agreement. This instrument contains the entire agreement between the parties with respect to this matter. It may not be modified except in a writing signed by both parties. G. Waiver. Any waiver by a party of a breach of any provision of the agreement contained within this instrument by the other party shall not operate or be construed as a waiver of any subsequent breach by that party. No waiver shall be valid unless in writing and signed by the party against whom enforcement of the waiver is sought. H. Severability. If for any reason any portion of this instrument or any agreement contained herein shall be held to be invalid or unenforceable, the holding of invalidity or unenforceability of that portion shall not affect any other portion of this instrument or agreement and the remaining portions of the instrument shall remain in full force and effect. Page 3of '9 I. Notices. Any notice required or desired to be given under this instrument shall bedeemed.given if it.is in writing and actually delivered to the party, or sent by certified mail to the address listed below for that party: City Clerk City of Tukwila 6200 Southcenter Boulevard Tukwila, WA 98188 STATE OF WASHINGTON ) cft )ss. A44 ' COUNTY OF KING ) ''• A. ........... f ti, tr 1 certify I have know or have satisfactory evidence that ..'A. is the person(s) who appeared before me, and said person(s) acknowledged that he signed this instrument on oath stated that he was authorized to execute the instrument and acknowledge as the ORCAS HOMES, LLC 1100 Dexter Ave N, Suite 275 Seattle, WA 98109 \11-- s/40,1 - Property -Owner / Grantor Date otottimiur �� _ f'l,/ (A66 Z DC QR. -S 4-4MILTE LL C, of rbarS 1 t , a limited liability company, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated Art4 L '1 1 q Page 4of'9 .� �,gD Y F • ,C) nEjf DATED this, day of GRANTEE: CITY .FTUKWI ,►1J ! Notary -ubiic in an for the State of Washington residing al FO 1. '4'4 1 My appointment expires 1\1511 04 ef2L2g )201 yor Auenticated: City Clerk STATE OF WASHINGTON County of King On this ! -'' 714 undersigned, a Notary commissioned and sworn, , 20. %J Ap . roved As To Form City Attorney } ss, day of ,, 1. , 2U + 5 before me, the Public in and for the State of Washington, duly personalty Appeared Jim Haggerton, known to me to be the Mayor 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 clay and year above wrillens.F. p J rams Nota Page5of:9 , Public In a d for the State of aft- Washington, residing at rg, 1AI My appointment expires 1-94 Page 6 of '9 EXHIBIT 'A' LEGAL DESCRIPTION OF OWNER'S / GRANTOR'S PROPERTY TRACTS 6 AND 7, BLOCK 3, ADAM HOMES TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON. Page 7 of 9 EXHIBIT "B" DEPICTION OF 10' PUBLIC SIDEWALK & PUBLIC UTILITY EASEMENT • 10' PUBLIC SIDEWALK & PUBLIC UTILITY EASEMENT I! ! !23DR:VATE CRANE I EASEME11T IS SEWER 1 EASEI.+Et1T 2 LOT 9 405:3EWAtK ! b UTILITY DIVA' S. 1441H STREET se>drrar nur i C SIDEWALK & UTILITY EASEMENT NTS Page 8 of 9 LOT 1 llm saiNnre EXHIBIT "C" - -LEGAL DESCRIPTION OF PUBLIC SIDEWALK AND UTILITY..EASEMENT THE NORTH 10.00 FEET OF TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON Page 9 of 9 Jaimie Reavis From: Rick Bidlack <rick@signalsandnoises.com> Sent: Monday, March 17, 2014 8:12 AM To: Jaimie Reavis Subject: RE: Foster Short Plat (permit #L13-041) Attachments: Bidlack maple letter.pdf Dear Ms. Reavis, Thank you for the copy of the Foster Short Plat permit approval and plans, which we received Friday the 14th of March. Sheila and I are confused by a couple of points which we hope you can clarify. We have previously discussed a 70' maple tree which is located on the line between our property and the future Lot 9. Our first question concerns the ownership of this tree. From the City of Tukwila's point of view, does this tree belong to us, to the owners of Lot 9, or to both parties jointly? From the City's point of view, does determination of ownership alter anything with regard to which measures may or may not be taken to protect the tree, remove the tree, or modify the structure of the tree? In the plans that you sent us, on page EC1, there is a drawing labeled "Tree Protection Measures", which depicts a tree surrounded by a fence located at the tree's dripline. Could you please explain to us the purpose of the fence, and the significance of the circumference of the tree's dripline? On the same page of the plans (EC1), the positions of all trees of significant size on the two parcels in question have been marked, including the aforementioned maple. In each case, there is a clear notation in the plan as to whether the tree is to be removed or retained. The only exception is the maple tree on the western boundary of Lot 9. Would you please clarify for us: is the maple tree to be removed, or is it to be retained? If it is the City's decision to retain the maple tree, what assurances can the City give us that the proposed construction will not adversely affect the structural stability of the tree? In order to provide all parties with a firmer basis for evaluating the future of the maple tree, Sheila and I have commissioned a report from a local arborist, which we are happy to share with you and any other interested party; please find attached. Sheila has indicated that she has additional questions and was hoping to speak to you by phone. Would you have time later this afternoon or tomorrow for a phone call? Thank you very much for your consideration; we are looking forward to your response. Regards, Rick Bidlack From: Jaimie Reavis [mailto:Jaimie.Reavis@TukwilaWA.gov] Sent: Thursday, March 06, 2014 5:01 PM 1 To: Rick Bidlack (rick@signalsandh_ .es.com) Subject: Foster Short Plat (permit #L13-041) Mr. Bidlack, Thank you for allowing me and my colleagues to come out a couple of months ago to look at the ponding area that is located on your property and a portion of the Foster Short Plat property. When I sent you and Sheila a response to the comments you submitted on the new Foster Short Plat submittal, I said in my letter dated Jan. 3, 2014 that the sewer line had been relocated from the west side of the project site to a more central location within the project site, underneath the private access road (Tract A on plan sheets). We last came out to the site in January after you had received the response letter, and during our visit I gave you a copy of the attached revised plan approved by Valley View Sewer District, which shows the proposed sewer line moved back on the west side of the project site. The applicant said this design, moving the sewer line back to the western part of the project site, is necessary due to the grade of the lots on the western side of the project site. We are getting ready to send out the preliminary approval letter, and I just wanted to make sure that you have the corrected information on where the sewer line is proposed as part of the short plat. The preliminary -approved sewer plan is attached here for your reference. The concern you and Sheila have about the location of the sewer line is the potential for excavation in that area to disturb the tree roots of the large tree on your property. Though the City does not have legal basis to require the property owner to not damage the root system of the existing tree, we have added the following condition to the preliminary approval letter, to make the property owner and contractor in the field aware of the potential for tree root disturbance. If roots are located within the 15 -foot easement area where the sewer line and storm drainage infrastructure is proposed, our pre -application meeting with the contractor is intended to discuss different methods the contractor may consider to avoid tree root disturbance. "Trees to be protected and removed are shown, along with tree protection measures, on Civil Plans Sheet 2 of 15. Prior to the start of work under the Public Works permit, a pre -construction meeting shall be held on site during which trees to be removed will be flagged and tree protection measures inspected. Measures that can be taken to prevent damage to the tree roots of the Maple tree to the west of Lot 9 shall also be discussed with the contractor at the pre -construction meeting. A tree clearing permit and tree replacement plan will be required for removal of any trees within steep slope areas." As a party of record to this project, you will be receiving a copy of the preliminary approval letter in the mail shortly. Please let me know if you have any questions. Thank you, Jaimie Reavis Assistant Planner I City of Tukwila 6300 Southcenter Blvd, Suite 100ITukwila, WA 98188 ph: (206) 431-3659 I fx: (206) 431-3665 Jaimie.Reavis@TukwilaWA.gov J www.tukwilawa.gov The City of opportunity, the community of choice. 2 March 12, 2014 Mr. Han Phan 5130 S 166th Lane SeaTac, WA 98188 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF DECISION RE: Foster Short Plat L13-041 4419 S 144th Street (parcel #s 0040000375 and 0040000380) Dear Mr. Phan, The Short Subdivision Committee has completed review of your short plat application (No. L13-041), and has determined that it complies with all applicable City code requirements. The City SEPA Responsible Official previously determined that this application will not have a probable significant adverse impact on the environment, and issued a Determination of Non -Significance (DNS) on August 20, 2010. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. There are three basic steps in the short plat approval process: (1) Preliminary Approval; (2) Final Approval; and (3) Recording. A description of each step in the short plat approval process is included below. 1. Preliminary Approval This letter constitutes your preliminary approval. The application was reviewed by the Tukwila Short Subdivision Committee and approved with conditions. The conditions imposed are to ensure the short plat is consistent with the Criteria for Preliminary Approval listed at TMC 17.12.020 C in the Tukwila Subdivision Code. PRELIMINARY APPROVAL CONDITIONS (to be addressed prior to final short plat approval) 1) The applicant shall survey the ponding area on Lot 6, and revise Sheet 3 of 3 of the short plat survey to show the surveyed ponding area. This area shall be subject to a restrictive covenant to prevent grading and (�e' filling activities from occurring within this area. The restrictive covenant shall be referenced within the \ legal descriptions on the short plat, and submitted to the City of Tukwila for review. The restrictive Q,tbY covenant shall be recorded prior to the start of Public Works permit activities on the project site. Protection measures to prevent any filling or grading within the delineated ponding area shall be installed and 119S inspected prior to the start of Public Works construction permit activities. 1t 2) Provide a draft copy of Private Tract 'A' Access & Utilities Easement and Maintenance Agreement. (1) Document shall be recorded prior to recording of the Final Short Plat Map, and the recording number shall be shown on the short plat map. (2) The Private Tract 'A' Access & Utilities Easement and Maintenance Agreement should include language stating who will maintain the paved area, storm drainage, and utilities, and by what portion. 3) Owner shall sign with Notary, a 15' Private Drainage Easement (within the Western portions of proposed Lots 8 & 9; for the benefit of proposed Lots 7, 8, & 9.) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. JR Page 1 of 4 03/11/2014 H:\2013 Land Use Projects\Foster Short Plat\SR L13-041 Foster Short Plat - Preliminary Approval.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206- 431-3665 4) Owner shall sign with Notary, a 25' Private Drainage Easement (within the Southwest corner of proposed Lot 7; for the benefit of proposed Lot 6 & a portion of Tract 'A'.) This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. 5) Owner shall sign with Notary, a Private Sidewalk & Utilities Easement (adjacent to the Tract 'A' outside perimeter); from proposed Lots 1 thru 9 for the benefit of proposed Lots 1 thru 9. This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. Easements labeled #2 & #3 should be combined into one Easement. 6) Owner shall sign with Notary, a 10' Private Utilities Easement (within the North 10 feet of the proposed Lot 1, Tract 'A', and Lot 9; for the benefit of proposed Lots 1 thru 9). This document shall be recorded prior to recording of the Final Short Plat Map, and the recording number be shown on the short plat map. 7) Owner shall sign with Notary, a Storm Water Easement and Maintenance Agreement. Public Works will prepare document. Allow at least ten (10) days for recording. 8) Contact the Tukwila Fire Department prior to recording for the addresses that will be assigned to each lot and the street name for Tract A. Revise the short plat survey to show assigned addresses and street name. 9)'Trees to be protected and removed are shown, along with tree protection measures, on Civil Plans Sheet 2 of 15. Prior to the start of work under the Public Works permit, a pre -construction meeting shall be held on site during which trees to be removed will be flagged and tree protection measures inspected. Measures that �ls can be taken to prevent damage to the tree roots of the Maple tree to the west of Lot 9 shall also be 9/64A1 kQ t . discussed with the contractor at the pre -construction meeting. A tree clearing permit and tree replacement 6 I plan will be required for removal of any trees within steep slope areas. �1� 10) Demolition permits shall be obtained for structures to be removed. Demolition of these structures shall be complete prior to final short plat approval. 11) All utilities including power are required to be underground, per City of Tukwila ordinance. 12) Revise the short plat survey, to be recorded with the King County Recorder's Office, to include the following information: a. Revise the survey to remove the structures shown as "To Be Demolished/Removed," which are required to be removed prior to final short plat approval. These structures include the existing garage located in the middle of Tract A, the shed located in Lot 8, and the deck on the east side of the existing house on Lot 1. b. Coordinate with civil plans to show all easements on the short plat survey, leaving a space on the map to add the recording number. c. Provide legal description of "Tract A" on short plat survey map. If the access and utilities will be within a tract, a detailed maintenance agreement will need to be developed and recorded, which outlines how the maintenance will be shared among property owners of this short plat. You could also change the access road and utilities within the road to be easements across lots in the development rather than a tract. d. New legal descriptions for proposed Lots 1 thru 9 should include "SUBJECT TO ----", "SUBJECT TO AND TOGETHER WITH ", or "TOGETHER WITH "; reference (a) Tract 'A' Access & Utilities Easement (b) ANY - Sidewalk & Utilities Easement (c) ANY — Public (or) Private Drainage Easement. (as applicable) Miscellaneous Comments (to be addressed as part of the Public Works permit and/or building permits) 1) Turnover documents will be required for the new Public sidewalk, street light, and a catch basin within S. 144th Street Right -of -Way or Public Easement.. Provide cost(s) for each item to be turned over. City will prepare documents for Owner's signature. 2) Portion of new sidewalk and Public Street Light is on private property and will require a Public Sidewalk & Street Light Easement. City will prepare Public Sidewalk & Street Light Easement for Owner's signature. JR Page 2 of 4 03/11/2014 H:\2013 Land Use Projects\Foster Short Plat\SR_L13-041 Foster Short Plat - Preliminary Approval.doc 3) Pavement cut within S. 144th Street will require payment of a Pavement Mitigation Fee. (See PW Bulletin A3 — Pavement Mitigation and Transportation Impact Fees — Enclosed.) 4) Per City Ordinance all water meters and water meter service lines may need to be 1 -inch not 3/4 -inch as show on Civil Plan sheet UT2 (13 of 15). Future houses require fire sprinkler protection. 5) Civil site plans shall be designed per City of Tukwila standards, details, and specifications. An infrastructure design and construction standard manual is available at the Public Works Department and on the City Web Site. 6) Fire and Parks Impact Fees will apply to the new homes, and will be assessed with building permit application fees. 7) The final grading plan must show a flat area below rescue windows for Fire Department ground ladder placement. If unable to provide a suitable flat area adjacent to the houses please contact the Tukwila Fire Marshal's office. 8) Submit a set of recording documents in either legal or record of survey format that meet the King County Recorder's requirements and contain the following items: 1. A survey map as described in the application checklist that is consistent with all of the conditions of approval and revised per the attached redlined map. The surveyor's original signature must be on the face of the plat. 2. Separate easement/maintenance agreement documents with legal descriptions for any common access/utility infrastructure. APPEALS This short plat approval decision is appealable to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, 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 14 days of the issuance of the Notice of Decision; that is, by Nab 2 .2014. 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. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner's decision on the appeal is the City's final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. 2. Final Approval The next step is to install the required site improvements, comply with the conditions of approval and submit the necessary short plat documents (survey, legal descriptions, and other required paper work). JR Page 3 of 4 02/03/2014 H:\2013 Land Use Projects\Foster Short Plat\SR_L13-041 Foster Short Plat - Preliminary Approval.doc All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the short plat have been met, the Chair of the Short Subdivision Committee signs your short plat which constitutes a grant of final approval. Expiration The final approved short plat must be filed with the King County Department of Records by March 12, , 2015, one year from the date of this preliminary approval, or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. 3. Recording The signature of the Chairman of the Short Subdivision Committee certifies that your short plat application is ready for recording. It is your responsibility to record the City -approved short plat documents with the King County Department of Records. You will need to pay the recording fees and submit your approved original short plat to King County. The short plat is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. In many circumstances, building permits on the short platted property may not be issued until a copy of the recorded short plat (or original) is returned to the Department of Community Development. Sincerely, Jack Pace Chair, Short Subdivision Committee Enclosure: Sample Private Tract 'A' Access & Utilities Easement and Maintenance Agreement Sample Private Drainage Easement Sample Private Sidewalk & Utilities Easement Sample Storm Water Easement and Maintenance Agreement Redlined Survey Map Public Works Bulletin A3 Pavement Mitigation and Transportation Impact Fees cc: Bob Giberson, Public Works irector --�� — (please initial your approval) Chris Flores, Acting Fire Chief C.* (please initial your approval) 91-4 1.5 Ka Md 6 LLC, Owner William Bayh Rick Bidlack and Sheila Coppola King County Assessor, Accounting Division Washington State Department of Ecology JR Page 4 of 4 02/03/2014 H:\2013 Land Use ProjectsToster Short PIat\SR_L13-041 Foster Short Plat - Preliminary Approval.doc o� z City ofTukwila January 3, 2014 William Bayh 4244 S. 146th Street Tukwila, WA 98168 Jim Haggerton, Mayor Department of Community Development Jack Pace, Director - Rick Bidlack and Sheila Coppola 4261 S. 144th Street Tukwila, WA 98168 Dear. Mr. Bayh, Mr. Bidlack, and Ms. Coppola: Thank you for submitting comments for the Foster Short Plat, a proposed 9 -lot development located on two existing parcels at 4419 S 144th Street in Tukwila. Comments from Mr. Bayh were submitted to the City on October 28, 2013 and comments from Mr. Bidlack and Ms. Coppola were submitted to the City on November 1, 2013. Your comments were shared with the project applicant, Mr. Phan, who provided the attached response. Community Development staff met with Public Works staff to discuss your comments and the applicant's letter of response. We generally agree with Mr. Phan's responses to your comments; however, we propose to add a condition to the short plat approval related to storm water drainage to further address your concerns. Mr. Bayh's concerns are related to the possible loss of storm drainage function as a result of fill occurring where ponding occurs at the southwestern corner of the proposed development (referred to hereafter as the "ponding area"). Mr. Bidlack and Ms. Coppola also commented that they do not want there to be an increase in the amount of storm water that their property receives as a result of development of the west side of the Foster Short Plat (lots 6, 7, 8, and 9). The private access drive (Tract A) has been redesigned from the 2010 short plat application to be constructed of pervious pavement. As noted in the attached email from Tukwila Surface Water Engineer Ryan Larson, the pervious pavement of the roadway will serve infiltration, detention, and collection functions. Storm water from all but one of the new homes will be collected and piped offsite. The drainage design will result in the same amount of storm water or less reaching the ponding area. Following the recommendation of Mr. Larson, a condition of approval will be added to the Foster Short Plat to require that the ponding area be delineated on the plat map, with a note restricting filling and grading in the ponding area to preserve its flood storage function. This will require a revision to the attached construction plans as part of the Public Works permit, to show that the delineated ponding area will not include filling or grading activities. Mr. Phan states in his letter that the new design of the storm drainage for lots 7, 8, and 9 to have a piped collection system rather than individual infiltration trenches will reduce the amount of excavation required in the vicinity of the maple tree on Mr. Bidlack and Ms. Coppola's property. Additionally, the proposed location of the sewer system has been moved from the western side of the site to the area underneath Tract A, further reducing the amount of excavation that will occur near the existing maple tree to the west of Lot 9. Finished floor elevations notated on the Sewer Extension Plan and Profile indicate there will not be any filling or grading activity on the rear portions of lots 7, 8, and 9. Additionally, the condition mentioned previously to restrict grading and filling activities on the western portion of Lot 6 will result in no changes 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 to grades in the areas directly adjacent to the existing chain link fence. We agree with Mr. Phan in his response that the metal chain link fence and its height above current grade will not change due to proposed grading on lots 6, 7, and 8. There is no retaining wall proposed as part of the current application. We agree with Mr. Phan that the building foundation of the structure on Lot 6 will likely act as a retaining wall, and will be designed and reviewed during the building permit submittal. The building permit for Lot 6 will be reviewed for compliance with codes in place at the time the City receives a complete building permit application (including those related to building height and single family dwelling unit design standards). The condition added to the short plat to delineate and preserve the existing drainage area and function of Lot 6 will help make clear to the future owners and developers of Lot 6 that filling and grading shall not occur in the delineated area. As a party of record, you will receive a copy of the preliminary approval letter for the Foster Short Plat. Please let me know if you have any additional questions. I can be contacted at (206) 431-3659 or Jaimie.Reavis@TukwilaWA.gov. Sincerely, Jaimie Reavis Assistant Planner Page 2 of 2 Jaimie Reavis From: Ryan Larson Sent: Thursday, December 12, 2013 2:35 PM To: Jaimie Reavis Cc: Joanna Spencer Subject: Foster Short Plat (L13-041) Jaimie, I have reviewed the letters from Bill Bayh dated October 28, 2013, Rick Bidlack and Sheila Coppola dated November 2, 2013, as well as the response letter provide by Han Phan, P.E. of PBG LLC dated November 9,2013 concerning the planned Foster Short Plat. The following are my responses to the surface water issues expressed: 1. I share the neighboring property owners' concern about filling of the pond area and potential impacts to adjacent property. Mr. Phan stated in his response that this area will not be filled and surface water will continue to sheet flow in the developed state. To ensure that future owners are aware of this depression and periodic ponding, please have the area of ponding delineated on the plat map and restrict filling of this area to preserve the existing volume of flood storage. 2. I agree with the project design engineer that the development will not create more surface water runoff towards the western portion of the site that is experiencing periodic ponding. The project is complying with applicable City standards regarding collection, detention, and treatment of surface water. Water from all but one of the future houses will be collected and piped off site reducing the overall quantity of water infiltrating on the site. In addition, the roadway has both infiltration and a collection, and detention component. The overall effect of the new roadway on the quantity of water reaching the ponding area will be the same or less than the current site conditions. Please let me know if you have any questions regarding these comments. Thanks, Ryan Larson, P.E. Senior Program Manager — Surface Water 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188-2544 (206)-431-2456 (work) (206) 571-1668 (cell) Ryan.Larson@TukwilaWA.gov The City of opportunity, the community of choice. 1 PSG, rata LAND DEVELOPMENT & CIVIL ENGINEERING CONSULTANTS 5130 S. 166'h lane • SeaTac, WA 98188 • T 206229.6422 November 9, 2013 Jaimie Reavis Assistant Planner City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: Foster Short Plat (L13-041) Response to neighborhood concerns Dear Ms. Reavis: This letter is written in response to the concerns filed by owners of the neighboring properties in regards to the above referenced short plat application. 1. Mr. Bayh raised concerns regarding the proposed fill activity in the existing low area near the southwest corner. To clarify, there is no fill activity proposed in the southwest corner of the subject property. Surface water currently sheet flows to this depression point during heavy storm events. Stormwater from areas that are not impacted by the development will continue to sheet flow naturally to this existing low depression, maintaining the as pre -developed conditions. The proposed fill area is at the northwest corner of Lot 6 and areas surrounding the new building foundations. 2. Mr. Bidlack and Ms. Coppola raised concerns regarding damage to existing tree roots, drainage runoff, existing fence locations and proposed developments on Lot 6. Trees: A private storm drain line along the west side of the property is proposed to connect to the city storm line on S. 144th Street. This storm drain line begins south of Lot 7 and runs north with 7.5 feet offset from the west property line, 9 feet away from the existing maple tree. Stormwater runoff from Lots 7, 8, and 9 will connect to this drain pipe rather than individual infiltration trenches to minimize excavation and possible impacts to the tree roof system. Drainage runoff: The development will not create more surface water runoff towards the west in comparison to pre-existing conditions. All surface water from new impervious surfaces will be collected and discharged to the public city storm drain system. Stormwater from the remaining undisturbed areas and new lawns will sheet flow to the existing low area towards the west due to the natural topography of the site. Fence: This development will not disturb or remove any existing fence along the west side of the property line. Lot 6 Development: Grading and fill activities for Lot 6 will be near northwest corner and around the future building foundation. No grading activity is proposed approximately 30 feet north from the southern property line. The proposed finish floor elevation for the new building is at 293.00, with the side sewer stub elevation at 289.68. No retaining wall will be constructed to accommodate proposed PRIG LL LAND DEVELOPMENT & CIVIL ENGINEERING CONSULTANTS 5130 S. 1661, Lane • SeaTac, WA 98188 • T 206.229.6422 grades. The building foundation of the structure will act as the retaining wall, to be designed and permitted during the building permit approval. The proposed building height is well below the 40 feet from ground line to peak roof mentioned by Ms. Coppola and Mr. Bidlack. Building permit plans will meet all height restrictions and regulations per City of Tukwila Zoning Codes. We appreciate your assistance with this project. Please feel free to contact me if you have further questions regarding concerns from neighboring property owners. Han Phan, P.E. 1 Project Engineer Sincerely, PBG, LLC 4261 S. 144th St. Tukwila, WA 98168 206-760-4954 November 1, 2013 Jaimie Reavis, Project Planner City of Tukwila Department of Planning and Development 6300 South Center Boulevard, Suite 100 Tukwila, WA 98188 Re: Foster Short Plat development plan, file L13-041 Dear Ms. Reavis, Thank you for notifying us of the renewed activity regarding the Foster Short Plat application. Four of the Lots slated for development (6, 7, 8 and 9) share a common border with our property, which lies immediately west of and essentially downhill from these Lots. Our concerns today remain essentially the same as they were in 2010: 1) That the line of trees growing along our eastern property line (thus the west side of Lots 7, 8 and 9) not be harmed during construction, especially with regard to the planned drainage trench which will run along the western side of these lots, and which has the potential to cut through the roots of the large maple tree straddling our property and Lot 9; 2) That the volume of storm water runoff that our property receives from Lots 6, 7, 8, and 9 does not increase as a result of the planned development; 3) That the metal chain link fence running along the eastern edge of our property line remain intact, and that its height above current grade (6 feet) not change due to planned regrading of Lots 6, 7 and 8. Additionally, we have some concerns regarding the feasibility of constructing a house on Lot 6, as the elevation of this lot is currently well below that of the street it must drain to. It seems obvious that a fair amount of regrading will be required, possibly involving a high retaining wall, in order to bring the ground floor of this house to an elevation high enough to enable a downhill sewer connection all the way out to 144th Street. This has the potential to put the peak of the roof at an elevation approaching 40 feet above current grade. We would like to see some evidence that an attractive and sustainable solution to this problem exists, a plan which will create neither an eyesore nor an unmaintainable zone between our property and the proposed house on Lot 6. We would welcome a meeting between all concerned parties to address these concerns. Sheila Coppola - NOV .01 2013 PERMIT CENTER RECEIVrr) OCT 282013 October 28, 2013 City of Tukwila Department of Community Development 6300 Southcenter Blvd #100 Tukwila, WA 98188 Re: Foster Short Plat Application, File Number: L13-041 Attn: Jaimie Reavis: c�>rnrnu«� y DEVILOPMENT I am concerned about storm water runoff from this proposed development site causing damage to my property. Water from periods of heavy winter rain that falls on these two properties collects in a low area at the southwest corner. The area becomes a pond, then over time, the collected water slowly dissipates into the soil. This pond is 100% effective in preventing storm water from these properties flooding onto mine. I feel my concern for this issue was not given adequate consideration by the City of Tukwila when it approved the first short plat application in the summer of 2010. During the original short plat application, I was the only one with knowledge of the large volume of water that sometimes collects in this pond area. In December of 2010, after the City of Tukwila had approved the first short plat application, I was able to take photos of the pond area following a period of heavy rainfall. At that time I brought several of those photos to you and have included three more with this letter. According to the short plat site plan, the pond area will be filled in ( elevation of the bottom raised ). This will affect the neighboring property to the West that shares the pond area. In talks I have had with the owners of this property, they have indicated a desire to fill in the remainder of the low area to better blend the properties and restore the fence height their property requires. The first short plat application in 2010 was submitted with no regard to the pond area and the consequences of filling it in. Whatever the changes are that are made to it, the pond will cease to function as it does now and my property will be put at risk. I urge the City of Tukwila to require any development of the two properties in this application to include an engineered plan to collect and retain all storm/surface water and disperse it gradually on site or to a public storm drain. Respectfully, Bill Bayh 4244 S 146th St Tukwila, WA 98168 G • „, -4' a • .11 `'{ L • 4 /". • N.% ) • •• • "tie' 4 • T''4t:..;4! • ...t.'"V.." ,4111 orN, •-4 \ 4111k‘" • it'rt .v •,;u, L.1 ,•, • r 4 k4. Lt''C it! (-- • !4! . ‘'.!...‘f • :Ly. Ni qIZ•V I. , l ?3 .!!!!!,,, ', , .! . !! •‘'.*,, im" 3,..."9.c. ,i ..' , '4 / • ‘IN\ • NO?, ( 47V , . i . 4 ., • • ' '. -‘ !'k" ')!t 4140' N. .1,,s ..' , . .1! . L, • 1.1 \- s.,i t ' k • ',. r ..,.. 4 I. '12` 4 •'.3" • -.1,••••'''' '" 4. 4 . Cy .-• ' Irr4., • ihr 4„ , *L. Mlit,. 4,-. • ' 1 ' •44i . • ; • ?it%V . ' . difit% I 4 ' ‘k, . . ''. ; I , \ • , \ s ,.., .... ......... .. v4 'i ' ..— ' s , - '` \-•`" . • ./ . • ? s,• ,v41 / • _ . Z. • ,., , h‘'.1.44111 4. Cita at J uffwiea Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, _Teri Svedahl , HEREBY DECLARE THAT: Associated File Number (s): L13-041, x Notice of Application Notice of Decision i -e..66--,_ Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 18th day of October, 2013 Project Name: Foster Short Plat Project Number: P113-040 Associated File Number (s): L13-041, E10-001 Mailing requested by: Jaimie R is Mailer's signature: /7 i -e..66--,_ W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Notice of Application Foster Short Plat §14,411-1 St ifj 46111118 �# Project Location Location: 4419 S 144th Street (parcel #s 0040000375 and 0040000380) File Number: L13-041 Applicant: Han Phan, PE Property Owner: TL Investment Group, LLC Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Short plat review to subdivide two existing tax lots into nine lots for development of eight new single-family homes, with an existing single family home to remain on one of the new lots. The project in- cludes associated access, utilities, and frontage improve- ments along S 144th Street. Comments and Appeals: Written comments on this project must be received within 14 days of the Notice of Application; that is j 5:OOpm on November 1, 2013 and may be submitted by email to Jaimie.Reavis@TukwilaWA.gov, or by mail or hand delivery to DCD at 6300 Southcenter Blvd #100. You may request a copy of any decision, information on hearings, and your appeal rights by calling Jaimie Reavis, project planner, at 206-431-3659.The application is available for review at the City of Tukwila, Depart- ment of Community Development (DCD), located at 6300 Southcenter Blvd #100. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Foster Short Plat Location: 4419 S 144th Street (parcel #s 0040000375 and 0040000380) File Number: L13-041 i- Applicant: Han Phan, PE Property Owner: TL Investment Group, LLC Project Planner: Jaimie Reavis, 206-431-3659 __ Project Description: Short plat review to subdivide two I - existing tax lots into nine lots for development of eight SIX144,th St s"E r --k new single-family homes, with an existing single family I L u1 home to remain on one of the new lots. The project in- cludes associated access, utilities, and frontage improve- 46thS ialong ments S 144th Street. Clay Project Location Comments and Appeals: Written comments on this project must be received within 14 days of the Notice of Application; that is 12y 5:OOpm on November 1, 2013 and may be submitted by email to Jaimie.Reavis@TukwilaWA.gov, or by mail or hand delivery to DCD at 6300 Southcenter Blvd #100. You may request a copy of any decision, information on hearings, and your appeal rights by calling Jaimie Reavis, project planner, at 206-431-3659.The application is available for review at the City of Tukwila, Depart- ment of Community Development (DCD), located at 6300 Southcenter Blvd #100. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Foster Short Plat Project Location Location: 4419 S 144th Street (parcel #s 0040000375 and 0040000380) File Number: L13-041 Applicant: Han Phan, PE Property Owner: TL Investment Group, LLC Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Short plat review to subdivide two existing tax lots into nine lots for development of eight new single-family homes, with an existing single family home to remain on one of the new lots. The project in- cludes associated access, utilities, and frontage improve- ments along S 144th Street. Comments and Appeals: Written comments on this project must be received within 14 days of the Notice of Application; that is Ity 5:OOpm on November 1, 2013, and may be submitted by email to Jaimie.Reavis@TukwilaWA.gov, or by mail or hand delivery to DCD at 6300 Southcenter Blvd #100. You may request a copy of any decision, information on hearings, and your appeal rights by calling Jaimie Reavis, project planner, at 206-431-3659.The application is available for review at the City of Tukwila, Depart- ment of Community Development (DCD), located at 6300 Southcenter Blvd #100. You are receiving this notice because you are a property owner or tenant within 500ft of this project. City of Tukwila Notice of Application Foster Short Plat Location: 4419 S 144th Street (parcel #s 0040000375 and 0040000380) File Number: L13-041 Applicant: Han Phan, PE Property Owner: TL Investment Group, LLC Project Planner: Jaimie Reavis, 206-431-3659 Project Description: Short plat review to subdivide two existing tax lots into nine lots for development of eight new single-family homes, with an existing single family home to remain on one of the new lots. The project in- cludes associated access, utilities, and frontage improve- ments along S 144th Street. Project Location Comments and Appeals: Written comments on this project must be received within 14 days of the Notice of Application; that is Ey 5:OOpm on November 1, 2013, and may be submitted by email to Jaimie.Reavis@TukwilaWA.gov, or by mail or hand delivery to DCD at 6300 Southcenter Blvd #100. You may request a copy of any decision, information on hearings, and your appeal rights by calling Jaimie Reavis, project planner, at 206-431-3659.The application is available for review at the City of Tukwila, Depart- ment of Community Development (DCD), located at 6300 Southcenter Blvd #100. You are receiving this notice because you are a property owner or tenant within 500ft of this project. NAME STAR NURSERY TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TIMLICK,GEORGE D TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT PHAM,TRANG THANH CONDON,FLORENCE L OLSEN,KRISTIN M NELSON,LEO V & MARY ANN TL INVESTMENT GROUP LLC TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT DEPT/ATTN ADDRESS CITY ST ZIP 13916 42ND AVE S SEATTLE WA 98168 14402 46TH AVE S TUKWILA WA 98168 14406 42ND AVE S TUKWILA WA 98168 14408 46TH AVE S TUKWILA WA 98168 14412 42ND AVE S TUKWILA WA 98168 14414 42ND AVE S TUKWILA WA 98168 14414 46TH AVE S TUKWILA WA 98168 14418 42ND AVE S TUKWILA WA 98168 14421 46TH AVE S TUKWILA WA 98168 14422 42ND AVE S TUKWILA WA 98168 14424 46TH AVE S TUKWILA WA 98168 14426 42ND AVE S TUKWILA WA 98168 14428 46TH AVE S SEATTLE WA 98168 14434 46TH AVE S TUKWILA WA 98168 14437 46TH AVE S SEATTLE WA 98168 14441 46TH AVE S TUKWILA WA 98168 14442 46TH AVE S TUKWILA WA 98168 14447 46TH AVE S TUKWILA WA 98168 14448 46TH AVE S TUKWILA WA 98168 14453 46TH AVE S TUKWILA WA 98168 14460 46TH AVE S TUKWILA WA 98168 14615 46TH AVE S TUKWILA WA 98168 14625 46TH AVE S TUKWILA WA 98168 14641 46TH AVE S TUKWILA WA 98168 15618 44TH S SEATTLE WA 98168 1819 N 178TH ST SHORELINE WA 98133 2150 S PEARL ST SEATTLE WA 98108 4055 S 148TH ST TUKWILA WA 98168 4215 S 144TH ST TUKWILA WA 98168 4220 S 146TH ST TUKWILA WA 98168 4222 S 146TH ST TUKWILA WA 98168 4223 S 144TH ST TUKWILA WA 98168 4224 S 146TH ST TUKWILA WA 98168 4226 S 146TH ST SEATTLE WA 98168 4229 S 144TH ST SEATTLE WA 98168 4234 S 146TH ST TUKWILA WA 98168 4235 S 144TH ST TUKWILA WA 98168 4237 S 144TH ST TUKWILA WA 98168 4238 S 146TH ST TUKWILA WA 98168 4240 S 146TH ST SEATTLE WA 98168 4242 S 146TH ST TUKWILA WA 98168 4244 S 146TH ST TUKWILA WA 98168 4246 S 146TH ST SEATTLE WA 98168 4259 S 146TH ST TUKWILA WA 98168 4260 S 146TH ST TUKWILA WA 98168 4261 S 144TH ST TUKWILA WA 98168 TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT TUKWILA RESIDENT HANKIC,MIRZA & EMA TUKWILA SCHOOL DISTRICT TIMMONS,JOHN SHIPLEY TRUST MEHROK,AMANDEEP WA DEPT OF ECOLOGY SEPA REVIEW KC ASSESSOR'S OFFICE ACCOUNTING DIVISION KC DEV & ENVIRON SERVICES SEPA INFO CENTER KC DEPARTMENT OF NAT'L RESOURCES TUKWILA SCHOOL DISTRICT FOSTER LIBRARY QWEST COMMUNICATIONS SEATTLE CITY LIGHT COMCAST VAL-VUE SEWER DISTRICT WATER DISTRICT #125 PUGET SOUND CLEAN AIR AGENCY SEPA REVIEW Han Phan, PE TL Investment Group, LLC WASTE MANAGEMENT ENVIRONMENT & SAFETY DN 4400 S 146TH ST 4405 S 146TH ST 4406 S 146TH ST 4407 S 146TH ST 4409 S 146TH ST 4411 S 146TH ST 4414 S 144TH ST 4418 S 146TH ST 4419 S 144TH ST 4421 S 146TH ST 4424 S 146TH ST 4427 S 146TH ST 4428 S 146TH ST 4431 S 144TH ST 4431 S 146TH ST 4433 S 144TH ST 4433 S 146TH ST 4434 S 146TH ST 4435 S 144TH ST 4439 S 144TH ST 4440 S 146TH ST 4443 S 144TH ST 4443 S 146TH ST 4444 S 146TH ST 4451 S 146TH ST 4452 S 146TH ST 4461 S 144TH ST 4633 S 168TH ST 4640 S 144TH ST 6533 SEAVIEW AVE NW 205A 662 WYNGATE DR W PO BOX 47703 500 4th AVE, RM# 709A 900 OAKSDALE AVE SW 201S JACKSON ST., STE 600 4640 S 144th STREET 4060 S 144th STREET 23315 66th AVE S PO BOX 34023 1140 N 9th STREET PO BOX 69550 PO BOX 68147 1904 3rd AVENUE, STE 105 5130 S 166th Lane 4055 S 148th Street 8111 -1st AVE S TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA SEATAC WA TUKWILA WA SEATTLE WA VALLEY STREAM NY OLYMPIA WA SEATTLE WA RENTON WA SEATTLE WA TUKWILA WA TUKWILA WA KENT WA SEATTLE WA SEATTLE WA SEATTLE WA SEATTLE WA SEATTLE WA SeaTac WA Tukwila WA SEATTLE WA 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98188 98168 98117 11580 98504 98104 98055 98104 98168 98168 98032 98124 98103 98168 98168 98101 98188 98168 98108 51-07 ShaK-t- Pf± VZ -/3- 02/0 AGENCY LABELS 'Zkt-Dc-/) ( ) US Corps of Engineers ( ) Federal HWY Admin ( ) Federal 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( ) Health Department ( ) Port of Seattle ( ) KC Dev & Enviro Services-SEPA Info Center ( ) KC Metro Transit Div-SEPA Official, Environmental Planning ( ) KC Dept of Natural Resources ( ) KC Dept of Natural Resources, Andy Levesque ( ) KC Public Library System Foster Library ( ) Renton Library ( ) Kent Library ( ) Seattle Library Section 4 SCHOOLS/LIBRARIES ( ) Westfield Mall Library p Tukwila School District ( ) Highline School District ( ) Seattle School District ( ) Renton School District QWEST Communications Seattle City Light ( Puget Sound Energy ( ) Highline Water District ( ) Seattle Planning &Dev/Water Dept Comcast Section 5 UTILITIES ( ) BP Olympic Pipeline (Val-Vue Sewer District ( ) Water District # 20 (><1 Water District # 125 ( ) City of Renton Public Works ( ) Bryn Mawr-Lakeridge Sewer/Water Dist ( ) Seattle Public Utilities (X) Waste Management ( ) Tukwila City Departments ( ) Public Works ( ) Fire ( ) Police ( ) Planning ( ) Parks & Rec ( ) City Clerk ( ) Finance ( ) Building ( ) Mayor Section 6 CITY AGENCIES ( ) Kent Planning Dept ( ) Renton Planning Dept ( ) City of SeaTac ( ) City of Burien ( ) City of Seattle ( ) Strategic Planning *Notice of all Seattle Related Projects ( ) Puget Sound Regional Council ( ) SW KC Chamber of Commerce ( ) Muckleshoot Indian Tribe * ( ) Cultural Resources ( ) Fisheries Program ( ) Wildlife Program ( ) Duwamish Indian Tribe * Section 7 OTHER LOCAL AGENCIES (x Puget Sound Clean Air Agency ( ) Sound Transit/SEPA ( ) Duwamish River Clean Up Coalition * ( ) Washington Environmental Council ( ) People for Puget Sound * ( ) Futurewise * send notice of all applications on Green/Duwamish River ( ) Seattle Times ( ) South County Journal Section 8 MEDIA ( ) Highline Times ( ) City of Tukwila Website P:Admin\Admin Forms\Agency Checklist Public Notice Manillas For Permits SEPA MAILINGS Mail to: (comment period starts on date of mailing) 0o vocCb c50 Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Tribes — For any application on the Green/Duwamish River, send the checklist and a full set of plans with the Notice Of Application Send These Documents to DOE: SEPA Determination (from PermitsPlus) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The Notice of Application for a Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the Notice of Application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Notice is sent to Ecology's NW Regional Office Shorelands & Environmental Assistance Program. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date of filing with DOE) — Notice to DOE must be by return receipt requested mail (this requirement included in SSB 5192, effective 7-22-11). Department of Ecology Shorelands Section, NW Regional Office State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (printed out from PermitsPlus) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) — Site plan, with mean high water mark & improvements — Cross-sections of site with structures & shoreline - Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:Admin\Admin Forms\Agency Checklist Teri Svedahl From: Teri Svedahl Sent: Friday, October 18, 2013 9:05 AM To: sepa (sepaunit@ecy.wa.gov) Cc: Jaimie Reavis Subject: Foster Short Plat, Tukwila Attachments: Foster Short Plat - SEPA checklist.pdf; L13-041_PL13-040_Foster Short Plat NOA.pdf; E10-001_Foster Short Plat_DNS_NOD_SR.pdf Attached is the NOA, SEPA Checklist and previous NOD for Foster Short Plat. Please direct any questions you may have to project planner, Jaimie Reavis, at Jaimie.Reavis@TukwilaWA.gov Teri'Sved a hli Administrative Support Technician City of Tukwila - Building & Planning Department 6300 Southcenter Boulevard - Ste 100 Tukwila WA 98188 Teri.Svedahl@TukwilaWA.gov The City of opportunity, the community of choice. 1 0400 TO: City of Tukwila Department of Community Development File Number L13-041 (Short Plat) PL13-040 (Project File) LAND USE PERMIT ROUTING FORM Building glanning Public Works InIFire Dept. 1❑1 Police Dept. U Parks/Rec Project: Foster Short Plat Address: 4419 S. 144th Street (parcel #s 0040000375 and 0040000380) Date transmitted: October 8, 2013 Response requested by: October 22, 2013 Staff coordinator: Jaimie Reavis Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) This project previously received SEPA approval and preliminary approval under L10-004. The project expired, and so the applicant has re-applied for approval of the same project. A copy of the preliminary approval letter is attached for your reference. Plan check date: Comments Update date: prepared by: 0400 TO: Orp City of Tukwila Department of Community Development File Number L13-041 (Short Plat) PL13-040 (Project File) LAND USE PERMIT ROUTING FORM Building Planning aPublic Works I®IFire Dept. Police Dept. Parks/Rec Project: Foster Short Plat Address: 4419 S. 144th Street (parcel #s 0040000375 and 0040000380) Date transmitted: October 8, 2013 Response requested by: October 22, 2013 Staff coordinator: Jaimie Reavis Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) This project previously received SEPA approval and preliminary approval under Li 0-004. The project expired, and so the applicant has re-applied for approval of the same project. A copy of the preliminary approval letter is attached for your reference. // ° LOi//iifrr, Plan check date: CommentsUpdate date: /0 -/d1 i prepared by: October 4, 2013 Mr. Han Phan, PE 5130 S 166t Lane SeaTac, WA 98188 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION Subject : Foster Short Plat Application (Permit #L13-041) Dear Mr. Phan: Your application for a nine -lot short plat for the property located at 4419 S 144th Street in Tukwila (parcel #s 0040000375 and 0040000380) are considered complete on October 4, 2013 for the purposes of meeting state -mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please arrange to have the public notice board for this project manufactured and installed on site within the next 14 days. The City of Tukwila will coordinate the public notice mailing with installation of the public notice board. Once the public notice board is installed, the public comment period for this project will be 14 days for both the short plat and SEPA Environmental Review applications. These notice periods will run concurrently. Please feel free to call me at (206) 431-3659 with any questions. Sincerely, Jaimie Reavis Assistant Planner cc. PL13-040 (Land Use Project File) JR Page 1 of 1 10/04/2013 H:\L.and Use Projects_starting June 2013\Foster Short Plat\Complete_L13-041_PL13-040_Foster Short Plat.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 4 CHICAGO TITLE COMPANY 701 FIFTH AVENUE, #2300, SEATTLE, WA 98104 A.L.T.A. COMMITMENT SCHEDULE A RECEIVED SEP 10 2013 COMMA(JNi 1 Y DI-VELO MLNT Order No.: 1369579 Title Unit: U-04 Customer Number: T&L INVESTMENT TO ORCAS HOMES , LLC Phone: (206)628-5600 Buyer(s): ORCAS HOMES , LLC Fax: (206)628-4725 Officer: DOUG, LINDA, BOB, LORI, MELANIE, HUNG Commitment Effective Date: AUGUST 1, 2013 at 8:00 A.M. 1 . Policy or Policies to be issued: PREMIUM APPLICABLE BETWEEN $780,001.00 - $800,000.00 ALTA Owner's Policy Amount: $800,000.00 STANDARD POLICY (6/17/2006) Premium: $1,398.00 30% DISCOUNT/RESIDENTIAL RESALE Tax: $ 132.81 RATE AND 10% DISCOUNT/COMBINATION Proposed Insured: ORCAS HOMES, LLC, A WASHINGTON LIMITED LIABILITY COMPANY Policy or Policies to be issued: ALTA Loan Policy Proposed Insured: Policy or Policies to be issued: ALTA Loan Policy Proposed Insured: Amount: Premium: Tax: $0.00 Amount: $0.00 Premium: Tax: 2 . The estate or interest in the land which is covered by this Commitment is: FEE SIMPLE 3 . Title to the estate or interest in the land is at the effective date hereof vested in: JACK R. MORRISON, JR., MARY ANGLE MOCHNICK, DEVA LEA ELLIS, KENNETH JAMES MORRISON AND CATHERINE ANN DOHERTY, EACH AS THEIR RESPECTIVE SEPARATE ESTATES 4 . The land referred to in this Commitment is described as follows: SEE ATTACHED LEGAL DESCRIPTION EXHIBIT COMMA805/KLC/ 11.1.0.5 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT SCHEDULE A (Continued) Order No.: 1369579 Your No.: LEGAL DESCRIPTION EXHIBIT (Paragraph 4 of Schedule A continuation) LOTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON. CLTACMA6/RDA/0999 CHICAGO TITLE COMPANY A.L.T.A. COMMITMENT SCHEDULE B Order No.: 1369579 Your No.: Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. GENERAL EXCEPTIONS A. Rights or claims of parties in possession, or claiming possession, not shown by the Public Records. B. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. C. Easements, prescriptive rights, rights-of-way, liens or encumbrances, or claims thereof, not shown by the Public Records. D. Any lien, or right to a lien, for contributions to employee benefit funds, or for state workers' compensation, or for services, labor, or material heretofore or hereafter furnished, all as imposed by law, and not shown by the Public Records. E. Taxes or special assessments which are not yet payable or which are not shown as existing liens by the Public Records. F. Any lien for service, installation, connection, maintenance, tap, capacity, or construction or similar charges for sewer, water, electricity, natural gas or other utilities, or for garbage collection and disposal not shown by the Public Records. G. Unpatented mining claims, and all rights relating thereto; reservations and exceptions in United States Patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations, Indian treaty or aboriginal rights, including easements or equitable servitudes. H. Water rights, claims or title to water. I. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the Public Records, or attaching subsequent to the effective date hereof but prior to the date the proposed Insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. SPECIAL EXCEPTIONS FOLLOW WLTACOMB bk 05/17/07 CHICAGO TITLE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 001369579 Your No.: SPECIAL EXCEPTIONS A 1. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: AND: RECORDED: RECORDING NUMBER: REGARDING: VALLEY VIEW SEWER DISTRICT TL INVESTMENT GROUP, LLC JULY 14, 2011 20110714001089 DEVELOPER EXTENSION 8 2. PAYMENT OF THE REAL ESTATE EXCISE TAX, IF REQUIRED. THE PROPERTY DESCRIBED HEREIN IS SITUATED WITHIN THE BOUNDARIES OF LOCAL TAXING AUTHORITY OF CITY OF TUKWILA. PRESENT RATE IS 1.780. ANY CONVEYANCE DOCUMENT MUST BE ACCOMPANIED BY THE OFFICIAL WASHINGTON STATE EXCISE TAX AFFIDAVIT. THE APPLICABLE EXCISE TAX MUST BE PAID AND THE AFFIDAVIT APPROVED AT THE TIME OF THE RECORDING OF THE CONVEYANCE DOCUMENTS. (NOTE: A DEED EXEMPT FROM EXCISE TAX IS STILL SUBJECT TO THE $5.00 TECHNOLOGY FEE AND AN ADDITIONAL $5.00 AFFIDAVIT PROCESSING FEE). N 3 GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: 2012 TAX ACCOUNT NUMBER: 004000-0375-09 LEVY CODE: 2401 ASSESSED VALUE -LAND: $ 162,000.00 ASSESSED VALUE -IMPROVEMENTS: $ GENERAL & SPECIAL TAXES: AFFECTS: LOT 6 BILLED: $ 2,192.56 PAID: $ 0.00 UNPAID: $ 2,192.56 0 4. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF CLTACMB1/RDA/0999 CHICAGO TITLE COMPANY A.L.T.A. COMMITMENT SCHEDULE B (Continued) Order No.: 1369579 Your No.: SPECIAL EXCEPTIONS UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: 2012 TAX ACCOUNT NUMBER: 004000-0380-02 LEVY CODE: 2401 ASSESSED VALUE -LAND: $ 162,000.00 ASSESSED VALUE -IMPROVEMENTS: $ 180,000.00 GENERAL & SPECIAL TAXES: AFFECTS: LOT 7 BILLED: $ 4,615.15 PAID: $ 0.00 UNPAID: $ 4,615.15 P 5. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: 2013 TAX ACCOUNT NUMBER: 004000-0375-09 LEVY CODE: 2401 ASSESSED VALUE -LAND: $ 129,000.00 ASSESSED VALUE -IMPROVEMENTS: $ GENERAL & SPECIAL TAXES: AFFECTS: LOT 6 BILLED: $ 1,836.24 PAID: $ 0.00 UNPAID: $ 1,836.24 Q 6. GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES): YEAR: 2013 TAX ACCOUNT NUMBER: 004000-0380-02 LEVY CODE: 2401 CLTACMB2/RDA/0999 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) Order No.: Your No.: 1369579 SPECIAL EXCEPTIONS ASSESSED VALUE -LAND: ASSESSED VALUE -IMPROVEMENTS: GENERAL & SPECIAL TAXES: AFFECTS: LOT 7 $ 129,000.00 $ 175,000.00 BILLED: $ 4,318.26 PAID: $ 0.00 UNPAID: $ 4,318.26 C 7. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: D E SELLER: PURCHASER: DATED: RECORDED: RECORDING NUMBER: EXCISE TAX NUMBER: AFFECTS: INCLUDES OTHER PROPERTY ORVA B. MORRISON, AN UNMARRIED PERSON TL INVESTMENT GROUP, LLC, A WASHINGTON LIMITED LIABILITY COMPANY SEPTEMBER 10, 2009 SEPTEMBER 10, 2009 20090910000432 2407566 THE SELLER'S INTEREST IN THE ABOVE DESCRIBED CONTRACT IS NOW HELD OF RECORD BY: ASSIGNEE: PURSUANT TO: THE VESTEES HEREIN PROBATE 10-4-01345-5 F 8. TERMS AND CONDITIONS OF THE LIMITED LIABILITY COMPANY AGREEMENT FOR TL INVESTMENT GROUP, LLC. G NOTE: A COPY OF THE LIMITED LIABILITY COMPANY AGREEMENT, AND AMENDMENTS THERETO, IF ANY, MUST BE SUBMITTED. H 9. ANY CONVEYANCE OR MORTGAGE BY TL INVESTMENT GROUP, LLC, MUST BE EXECUTED IN ACCORDANCE WITH THE LIMITED LIABILITY COMPANY AGREEMENT AND BY ALL THE MEMBERS, OR EVIDENCE MUST BE SUBMITTED THAT CERTAIN DESIGNATED MANAGERS/MEMBERS HAVE BEEN AUTHORIZED TO ACT FOR THE LIMITED LIABILITY COMPANY. CLTACMB2/RDA/0999 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) Order No.: 1369579 Your No.: SPECIAL EXCEPTIONS S 10. TERMS AND CONDITIONS OF THE LIMITED LIABILITY COMPANY AGREEMENT FOR ORCAS HOMES, LLC. T NOTE: A COPY OF THE LIMITED LIABILITY COMPANY AGREEMENT, AND AMENDMENTS THERETO, IF ANY, MUST BE SUBMITTED. U 11. ANY CONVEYANCE OR MORTGAGE BY ORCAS HOMES, LLC, MUST BE EXECUTED IN ACCORDANCE WITH THE LIMITED LIABILITY COMPANY AGREEMENT AND BY ALL THE MEMBERS, OR EVIDENCE MUST BE SUBMITTED THAT CERTAIN DESIGNATED MANAGERS/MEMBERS HAVE BEEN AUTHORIZED TO ACT FOR THE LIMITED LIABILITY COMPANY. R 12. MATTERS DISCLOSED BY SURVEY RECORDED UNDER RECORDING NUMBER 9107159001, AS FOLLOWS: FENCE ON EAST SIDE DOES NOT CONFORM TO PROPERTY LINE. V AFFECTS: LOT 7 13. THE LEGAL DESCRIPTION IN THIS COMMITMENT IS BASED ON INFORMATION PROVIDED WITH THE APPLICATION AND THE PUBLIC RECORDS AS DEFINED IN THE POLICY TO ISSUE. THE PARTIES TO THE FORTHCOMING TRANSACTION MUST NOTIFY THE TITLE INSURANCE COMPANY PRIOR TO CLOSING IF THE DESCRIPTION DOES NOT CONFORM TO THEIR EXPECTATIONS. NOTE 1: THE FOLLOWING DEED(S) AFFECTING SAID LAND WAS (WERE) RECORDED WITHIN 24 MONTHS OF THE DATE OF THIS COMMITMENT: NONE NOTE 2: ANY MAP FURNISHED WITH THIS COMMITMENT IS FOR CONVENIENCE IN LOCATING THE LAND INDICATED HEREIN WITH REFERENCE TO STREETS AND OTHER LAND. NO LIABILITY IS ASSUMED BY REASON OF RELIANCE THEREON. NOTE 3: MATTERS DEPENDENT UPON OUR INSPECTION HAVE BEEN CLEARED TO PROVIDE AN EXTENDED COVERAGE LENDER'S POLICY. GENERAL EXCEPTIONS A THROUGH H, INCLUSIVE, ARE HEREBY DELETED. CLTACMB2/RDA/0999 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) Order No.: 1369579 Your No.: SPECIAL EXCEPTIONS NOTE 4: COUNTY RECORDS INDICATE THAT THE ADDRESS OF THE IMPROVEMENT LOCATED ON SAID LAND IS: 44XX/4419 SOUTH 144TH STREET TUKWILA, WASHINGTON 98168 NOTE 5: EFFECTIVE JANUARY 1, 1997, DOCUMENT FORMAT AND CONTENT REQUIREMENTS HAVE BEEN IMPOSED BY WASHINGTON LAW. FAILURE TO COMPLY WITH THE FOLLOWING REQUIREMENTS MAY RESULT IN REJECTION OF THE DOCUMENT BY THE COUNTY RECORDER OR IMPOSITION OF A $50.00 SURCHARGE. FOR DETAILS OF THESE STATEWIDE REQUIREMENTS PLEASE VISIT THE KING COUNTY RECORDER'S OFFICE WEBSITE AT WWW.KINGCOUNTY.GOV/BUSINESS/RECORDERS.ASPX AND SELECT ONLINE FORMS AND DOCUMENT STANDARDS. THE FOLLOWING MAY BE USED AS AN ABBREVIATED DOCUMENTS TO BE RECORDED TO COMPLY WITH THE SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN LOTS 6 AND 7, BLK 3, VOL 11 OF PLATS PG 31 END OF SCHEDULE B LEGAL DESCRIPTION ON THE REQUIREMENTS OF RCW 65.04. SUBSTITUTE FOR A COMPLETE THE BODY OF THE DOCUMENT: CLTACMB2/RDA/0999 CHICAGO TITLE COMPANY A.L.TA. COMMITMENT SCHEDULE B (Continued) Order No.: 1369579 Your No.: SPECIAL EXCEPTIONS Y THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS COMMITMENT: CHICAGO TITLE (KENT) SHERRI SMYTH (253)856-9760 PRUDENTIAL RNT REAL ESTATE (REALTY NETW ED FLANIGAN (206)322-3325 PRUDENTIAL RNT REAL ESTATE (REALTY NETW QUI DAO (206)322-3325 CLTACMB2/RDA/0999 co 0 00 00 00 ru 00 ED .4 ; z 0' w IT, 00 11VESrERN 9116 311S 394 00 190 163 th FOAD 00 3 8 La' 00 0' 166 9139 00 9 00 00 00 00 0 071 00 00 0 AVE. z, 00 • 19 W 18 icin9 Co. T/4181-1. -5 OUNN. COALE ono DUNN Nev.ano Oec. 1903 Sea Mle Weal. Scale ao0ff.linch 111 1 a 2 3 4 5 6 7 8 9 10 n u _ 1 2 3 4- 6 6 ° 2 3 4 ,I 20 19 18 17 3 13 14 13 12 11 6 °- 20 19 IA 17 16 IS 14 13 I2 n 11 5-rREET ^ 1 2 3 4 5 6 7 8 9 10 0 _ 1 2 3 4- 6 6 ° 2 3 4 ,I 20 19 18 17 16 13 14 13 12 11 6 leers .. ZO .. .. .. .. 15 lase • 5E015 1 5 ec.14 Jar..... .. .. .a.. 7s.e sEc.zz. s $ 3 a 7 u n 9 _ 1 2 3 4- 5 6 ° 2 3 4 5 6 7 0 0 4 7, II ZO 19 18 17 16 15 14 E 12 II q 20 19 18 17 16 15 13 u TWP. 23—N DEDICATION ff'vow ALL MEN 06 *0654 PPESE/l/ r5. Thef -ever Chos. E. Adorns ono'A/-nc/io M. Adorns his wife ofp/finq Goo * . dU shingfo. if, foe si m/ edeas this pie/ of dorms Home T Ccts hae-cby sec/are 66.S /./of and hereby cof. /o/ha use ofthe pub//c fore ye,- o// nstree"-e ono' avenues p/o Ned t/eraon /4/ifness our- hoed and s o/ this 24t0 doy of December AO. /903 Siyrrad ono' seo/ad Cho, -/es EAdon•ns rn pr¢senc¢ of Amo/io M Adams H S. Frye f/ 8. Hoy* 284483 f•/e2 for record o/ reques* of Char/as E. ane Ame/'o M. Adorns Uo,,.S9 /904 of SS min. refos/ /P M. and record - n Uy/."J /�f P/lsf .,9/1ej0 3/ Records of 6i - q G ..:, y, 1.415re/7 /" 1 By, ,-runty Audlhr Deputy Co,.,p.,red ff. Scoones orw E✓¢ins DESCRIPTION This plot of Adonis A-/ Tioc.fe" prises o// afthe North % of the 31625 8 the norfff of/he /V/4 Yf ofSec.22.7ivp. 23Ai- 945/6/✓/ The Hite/ ,o,,,0- i.e. 20 £.•'. 5ourh of vhe Al /N Co.-. ofSec. 22 os shown on p/of. P/0/ o,opro✓ed this SLh cloy of✓dn./904 PFW /qht county Surveyor Approved ./onStl /904 Ghor/cs Bokar Choirmon Board of C000/y Commrss/oners ACKNOWLEDGMENT STA f W sw//va ronu) Cod...fry 0r 1/106- '5'S' rhes /s fo certify fho"- on this 24-0' doy Oece-,ben A.O. /903 before the unde s:gnad. a Nofory Pub/ie nd /1/,- ff.,. S/ofe of w shr'ngfon, du/y ad ands n.per o//yc8p- p ed Chos. E Ado d Ame/'o M. 4'0,7,79 his 11), 11-e tome known fo ba /ha ,i/divio'uo/s described in ono' who efrocc.ted the fora- qo:nq s/r nt n, ocknaw/edged "-o e the"- they -Signer' ondseo/eo' the .sorne s /her,- Fieono" vo/einfory oct once d for fhe uses dnd purposos fhe airs men- tio ed. Given under my horn, one sco/ the doy and year /i'r_ct above written Harmers 5. No/ory Pub/ic in ono for *No State of sh- /nq/on, resod:nq o/ Sco///e n. 8 "n ° 2 3 4 5 6 7 0 9 7, 0 5 II q 20 19 18 17 16 15 14 u 12 13 TWP. 23—N DEDICATION ff'vow ALL MEN 06 *0654 PPESE/l/ r5. Thef -ever Chos. E. Adorns ono'A/-nc/io M. Adorns his wife ofp/finq Goo * . dU shingfo. if, foe si m/ edeas this pie/ of dorms Home T Ccts hae-cby sec/are 66.S /./of and hereby cof. /o/ha use ofthe pub//c fore ye,- o// nstree"-e ono' avenues p/o Ned t/eraon /4/ifness our- hoed and s o/ this 24t0 doy of December AO. /903 Siyrrad ono' seo/ad Cho, -/es EAdon•ns rn pr¢senc¢ of Amo/io M Adams H S. Frye f/ 8. Hoy* 284483 f•/e2 for record o/ reques* of Char/as E. ane Ame/'o M. Adorns Uo,,.S9 /904 of SS min. refos/ /P M. and record - n Uy/."J /�f P/lsf .,9/1ej0 3/ Records of 6i - q G ..:, y, 1.415re/7 /" 1 By, ,-runty Audlhr Deputy Co,.,p.,red ff. Scoones orw E✓¢ins DESCRIPTION This plot of Adonis A-/ Tioc.fe" prises o// afthe North % of the 31625 8 the norfff of/he /V/4 Yf ofSec.22.7ivp. 23Ai- 945/6/✓/ The Hite/ ,o,,,0- i.e. 20 £.•'. 5ourh of vhe Al /N Co.-. ofSec. 22 os shown on p/of. P/0/ o,opro✓ed this SLh cloy of✓dn./904 PFW /qht county Surveyor Approved ./onStl /904 Ghor/cs Bokar Choirmon Board of C000/y Commrss/oners ACKNOWLEDGMENT STA f W sw//va ronu) Cod...fry 0r 1/106- '5'S' rhes /s fo certify fho"- on this 24-0' doy Oece-,ben A.O. /903 before the unde s:gnad. a Nofory Pub/ie nd /1/,- ff.,. S/ofe of w shr'ngfon, du/y ad ands n.per o//yc8p- p ed Chos. E Ado d Ame/'o M. 4'0,7,79 his 11), 11-e tome known fo ba /ha ,i/divio'uo/s described in ono' who efrocc.ted the fora- qo:nq s/r nt n, ocknaw/edged "-o e the"- they -Signer' ondseo/eo' the .sorne s /her,- Fieono" vo/einfory oct once d for fhe uses dnd purposos fhe airs men- tio ed. Given under my horn, one sco/ the doy and year /i'r_ct above written Harmers 5. No/ory Pub/ic in ono for *No State of sh- /nq/on, resod:nq o/ Sco///e Page 1 PROJECT: 09082 Figure Name: LOT 1 Course: S 87-49-10 E Course: S 01-10-02 W Course: N 88-49-58 W Course: S 25-20-49 W Course: N 87-51-43 W Arc Length: 31.07 Course: N 01-08-52 E Perimeter: 581.96 09082output[1 ].txt Distance: 129.37 Distance: 59.93 Distance: 25.00 Distance: 139.88 Distance: 27.34 Radius: 20.00 Delta: 89-00-35 Distance: 169.37 Area: 17452.82 0.40 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.002 Course: N 04-44-51 W Precision 1: 289274.30 Figure Name: LOT 2 Course: S 01-10-02 W Course: N 87-51-43 W Course: N 25-20-49 E Course: S 88-49-58 E Perimeter: 376.18 Distance: 129.00 Distance: 82.30 Distance: 139.88 Distance: 25.00 Area: 6902.77 0.16 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.007 Course: S 73-48-23 W Precision 1: 53671.74 Figure Name: LOT 3 Course: S 01-10-02 W Course: N 87-51-43 W Course: N 01-08-52 E Course: S 87-51-43 E Perimeter: 368.56 Distance: 122.00 Distance: 62.26 Distance: 122.00 Distance: 62.30 Area: 7597.24 0.17 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.002 Course: N 65-14-42 E Precision 1: 235286.72 Figure Name: LOT 4 Course: S 01-08-52 W Course: N 87-51-43 W Course: N 01-08-52 E Course: S 87-51-43 E Distance: 102.00 Distance: 66.00 Distance: 102.00 Distance: 66.00 Page 1 RECEIVED SEP 10 2013 r)EVL LUI'ML-NT 09082output[1].txt Perimeter: 336.00 Area: 6730.99 0.15 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: S 90-00-00 E Precision 1: 336000000.00 Figure Name: LOT 5 Course: S 01-08-52 W Course: N 87-51-43 W Course: N 01-08-52 E Course: S 87-51-43 E Perimeter: 333.00 Distance: 102.00 Distance: 64.50 Distance: 102.00 Distance: 64.50 Area: 6578.03 0.15 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: S 90-00-00 E Precision 1: 333000000.00 Figure Name: LOT 6 Course: S 01-08-52 W Course: N 87-51-43 W Course: N 01-08-52 E Course: S 87-51-43 E Perimeter: 334.00 Distance: 102.00 Distance: 65.00 Distance: 102.00 Distance: 65.00 Area: 6629.03 0.15 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: S 90-00-00 E Precision 1: 334000000.00 Figure Name: LOT 7 Course: S 87-49-10 E Course: S 01-08-52 W Arc Length: 31.76 Course: N 87-51-43 W Course: S 01-08-52 W Course: N 87-51-43 W Course: N 01-08-52 E Perimeter: 352.23 Distance: 103.50 Distance: 36.70 Radius: 20.00 Delta: 90-59-25 Distance: 44.14 Distance: 20.00 Distance: 39.00 Distance: 77.13 Area: 6597.85 0.15 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.011 Course: S 67-31-57 W Precision 1: 32439.28 Figure Name: LOT 8 Page 2 Course: S 87-49-10 E Course: S 01-08-52 W Course: N 87-49-10 W Course: N 01-08-52 E Perimeter: 335.00 09082output[1 ].tzt Distance: 103.50 Distance: 64.00 Distance: 103.50 Distance: 64.00 Area: 6622.68 0.15 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: S 90-00-00 E Precision 1: 335000000.00 Figure Name: LOT 9 Course: S 87-49-10 E Course: S 01-08-52 W Course: N 87-49-10 W Course: N 01-08-52 E Perimeter: 343.00 Distance: 103.50 Distance: 68.00 Distance: 103.50 Distance: 68.00 Area: 7036.55 0.16 acres Mapcheck Closure - (Uses listed courses & COGO Units) Error of Closure: 0.000 Course: S 90-00-00 E Precision 1: 343000000.00 Figure Name: TRACT A Course: S 87-49-10 Course: S 01-08-52 Arc Length: 31.07 Course: S 87-51-43 Course: S 01-08-52 Course: N 87-51-43 Course: N 01-08-52 Course: S 87-51-43 Arc Length: 31.76 Course: N 01-08-52 Perimeter: 713.88 Area: 8027.70 Error of Closure: 0.015 Precision 1: 48615.78 E Distance: 25.00 W Distance: 169.37 Radius: 20.00 Delta: -89-00-35 E Distance: 47.34 W Distance: 20.00 W Distance: 156.50 E Distance: 20.00 E Distance: 44.14 Radius: 20.00 Delta: -90-59-25 E Distance: 168.70 0.18 acres Course: S 76-36-27 E Page 3 7fli 717 iv --r AAR 21 201 TJ ENGINEERING CONSULTANTS INC. Civil Engineers, Structural, Transportation, Environmental, Geotechnical Infiltration Study Foster Short Plat 4419 S. 144th street Tukwila, WA 98168 December 16, 2009 Prepared for The Concept Group 4701 SW Admiral Way, Ste # 353 Seattle, WA 98116 EXPIRES (1 /2-6/ c' ( v P.O Box 73746 Puyallup, WA 98373 Puyallup (253) 864-3778 Fax (253) 864-3778 TJ ENGINEERING CONSULTANTS INC. Civil Engineers, Structural, Transportation, Environmental, Geotechnical December 11, 2009 The Concept Group Anna Nguyen, P.E. 4701 SW Admiral Way, Ste # 353 Seattle, WA 98146 Attention: Anna Nguyen Subject: Infiltration Study Foster Short Plat 4419 S. 144th St Tukwila, WA 98168 Dear Ms. Nguyen: At your request we are pleased to present this report summarizing the textural analysis of site soils and providing design recommendations for infiltrating the roof run-off water. The recommendations contained in this study are based on infiltration testing and textural analysis of site soils sampled at representative locations Our scope of work for this study was outlined in the E-mail communication sent to us, and the proposal approved on December 10, 2009. Our scope of work for this study included the following: Excavating (3) three test pits, logging the soil profiles, performing (3) three sieve analysis, classification of the soils, performing (3) three EPA Falling Head Infiltration Tests, summarizing results and providing recommendations for infiltration. Based on our analysis, it is our opinion that infiltration of the roof run-off water is feasible at the subject site. P.0 Box 73746 • Puyallup, WA 98373 • Puyallup (253) 864-3778 • Fax (253)-864-3778 TJ ENGINEERING CONSULTANTS INC. Civil Engineers, Structural, Transportation, Environmental, Geotechnical Project description We understand that the development will consist of sub -dividing the approximately two acre site into 8-9 Single Family Residences (SFR). The roof run-off from the SFR'S will be disposed of using infiltration systems designed by The Concept Group based on our analysis of site soils. Subsurface The infiltration trenches for the SFR roof run-off water systems will be underlain by silty sand type soils, Unified Soil Classification System (USCS) designation (SM). These soils were surficially loose becoming dense with depth, suitable for infiltration. No ground water was encountered during our test pits. Review of geologic maps for the area identifies glacial till Alderwood series (AgB), 0 to 6% slopes, moderately well drained soils, with surficial weakly consolidation to strongly consolidated substratum. Observations during test pits revealed the native soils to be consistent with (AgB) till soils. Based on the anticipated bottom of facility elevations, the planned infiltration of roof run-off water should not be adversely impacted by the presence of till, which was encountered at approximately seven feet below existing grade, and has a moderately low permeability. At the time field exploration work was performed (December 5, 2009), the soils were moist, consistent, and within range of 7 to 10% moisture. In general the soils are to be considered moisture sensitive, at or slightly over optimum in moisture, for the purpose of use as structural fill. Please see the attached soil logs for more detailed information on encountered soils. Infiltration Evaluation Our subsurface exploration was conducted on December, 5 2009. Three test pits were excavated between the two adjacent parcels. Please see the attached location map denoting the approximate locations of the test pits (TP) and infiltration tests (I).The test pit logs, grain size analysis data from A.A.R. Testing Laboratory Inc., and infiltration test results are summarized for your convince. Please refer to the test pit logs for a more detailed description of the conditions encountered at each location. P.O Box 73746 • Puyallup, WA 98373 • Puyallup (253) 864-3778 • Fax (253)-864-3778 TJ ENGINEERING CONSULTANTS INC. Civil Engineers, Structural, Transportation, Environmental, Geotechnical Summary Infiltration test started at "depth", below existing grade, with 18 inch long 6 inch diameter tube, excavated neat, 6 inch head maintained, proposed strata infiltration rate is as follows: Test Infiltration Soils Tested infiltration Location Test "depth" Rate (iph) I-1 1.50 feet below SM 10 inch/hr existing grade I-2 1.50 feet below SM 9 inches/hr existing grade I-3 1.50 feet below SM 10 inches/hr existing grade Infiltration Recommendations Based on the results of our infiltration tests and observed soil conditions, in our opinion, infiltration of roof run-off water should be feasible for the individual SFR' S. Based on our infiltration test data and review of the King County Surface Water Design Manual, the following infiltration values and factors of safety should be used: • Measured Infiltration rate: 8 inch/hr • F testing = 0.30 (EPA Falling Head test method) • F plugging = The Concept Group • F geometry = The Concept Group • D = Depth to maximum wet season water table or nearest impervious layer not reached, test pits terminated at 10 feet below existing grade. • W = width of facility, The Concept Group. Limitations Our recommendations and conclusions are based on the site materials observed, selective laboratory testing, and engineering analysis, from the design information provided to us, and our experience and engineering judgment. The conclusions and recommendations are professional opinions derived in a manor consistent with that level of care and skill ordinarily exercised by other members of the profession currently practicing under similar conditions in the area. No warranty is expressed or implied. P.O Box 73746 • Puyallup, WA 98373 • Puyallup (253) 864-3778 • Fax (253)-864-3778 TJ ENGINEERING CONSULTANTS INC. Civil Engineers, Structural, Transportation, Environmental, Geotechnical Additional Services TJ Engineering Consultants Inc. has provided only the specific services requested outlined in the scope of work of this report. No other conclusions should be derived from the geotechnical data gathered from our site exploration without further consultation from our office. TJ Engineering Consultants Inc. should be retained to provide geotechnical services during construction. This is to observe compliance with design concepts, specifications, or recommendations, and allow design changes in the event subsurface conditions differ from those anticipated prior to the start of construction. We do not accept responsibility for performance of the foundation or earthwork unless we are retained to review construction drawings and specifications, and to provide construction observation and testing services. We trust this information meets with your needs. If you have any questions, please don't hesitate to call, Respectfully submitted, TJ Engineering Consultants Inc. Huy D. Tran P.E. Principle Attachments: Location plan Particle Size Distribution and USCS Classification Soil Logs P.0 Box 73746 • Puyallup, WA 98373 • Puyallup (253) 864-3778 • Fax (253)-864-3778 , ( 53 ( B ) § §■ 0 R -13 ® g )§ Particle Size Distribution F. c c c 6 ! m a o a o 0 o e m n+ 8 * a u u Z u ac ac • Report N 100 90 1 �I1i9L II III • irk. 0liii!UUl0NIl11 IU11:ii 1111111 #oiuiiiooiiuiiiiiorn I KlI 1 Z 50 W 40 30 III 1 III VIII; IU � 1iiiiiuioiiiiiiooiiI_miii 111111_101111 611°� 111 1 ::iui 0 0 1 10111111111111.11111 I ,1 . . ill 500 100 10 1 01 0.01 0.001 GRAIN SIZE - mm % GRAVEL % SAND % FINES %COBBLES CRS. FINE CRS. MEDIUM FINE SILT CLAY 0.0 3.0 11.0 6.0 15.0 36.6 28.4 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) Brn soil w/ agg 2 in. 1.5 in. 1 in. 3/4 in. 100.0 100.0 100.0 97.0 Atterberq Limits 1/2 in. 3/8 in. #4 93.0 91.0 86.0 PL= LL= Pl= Coefficients #10 #40 #100 #200 80.0 65.0 39.0 28.4 D85= 4.16 D60= 0.342 D50= 0.235 D30= 0.0851 D15= D10= Cu= Cc= Classification USCS= SM AASHTO= Remarks Tested/Calculated by M.Holtz Reviewed by M.Blackwell sampled on 12/5/09, ran on 12/10/09. * (no specification provided) Sample No.: 467 Source of Sample: TP -1 @ 2' Date: 12/10/09 Location: Elev./Depth: A.A. R. Testing Laboratory Inc. Client: TJ Engineering Consultants Inc Project: TJ Engineering Consultants Misc Project No: 09-273 Plate 467 Particle E << ; N .' r t�. g Size Distribution RRo A Report a YoY o e iC ii i! o 100 90 l� .: 'g0 , 11111111II n I iii Il 70111111111-141111'I w 60 10111' ii■II I0IIlIiiii!I, II � ■ILIIi_ I1�W�i Z 50 w w 10111% 111111 OhlI!llhIN1111111 ■ L1.1 40 ia. 'III 0111 OIlIIlUilffIN 1111111 30 IIIiIlIIIIOIl MIMI 111 ■ 201 ■ 1 I1111111 1111111 111111 1 1 ■ ,0� . I0 500 100 10 1 GRAIN SIZE 0 - mm 1 0.01 0.001 GRAVEL % SAND % FINES COBBLES CRS. FINE CRS. MEDIUM FINE SILT CLAY 6.0 4.0 17.0 25.7 21.3 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) Brn soil w/ 2" minus agg 2 in. 1.5 in. 1 in. 3/4 in. 77.0 77.0 76.0 74.0 Atterberq Limits 1/2 in. 3/8 in. #4 71.0 70.0 68.0 PL= LL= PI= Coefficients #0 #40 #100 #200 47.0 47.0 30.0 21.3 D85= D60= 1.21 D50= 0.519 D30= 0.150 D15= D10= Cu= Cc= Classification USCS= SM AASHTO= Remarks Tested/Calculated by M.Holtz Reviewed by M.Blackwell sampled on 12/5/09, ran on 12/10/09. * (no specification provided) Sample No.: 465 Source of Sample: TP -2 @ 2.0' Date: 12/10/09 Location: Elev./Depth: A.A.R. Testing Laboratory, Inc. Client: TJ Engineering Consultants Inc Project: TJ Engineering Consultants Misc Project No: 09-273 Plate 465 Particle Size Distribution �_i; y C 000 O M N 4. t7 .- l`i S iC L 2 0 0,0 R ii. R Report 2 100 90 80 , • • • 70 cc 1 • iL W 60 LT I— 50 1.11 1 ,Q W 40• a_ 111 30 . 20 10 0 soo 100 10 GRAIN 0 SIZE - mm 1 0.01 0.001 % GRAVEL % SAND % FINES % COBBLES CRS. FINE CRS. MEDIUM FINE SILT CLAY 8.0 4.0 13.0 26.8 28.2 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) bm silty soil w/ 2' minus agg ' 2 in. 1.5 M. 1 in. 3/4 in. 86.0 86.0 82.0 80.0 Atterberq Limits 1/2 in. 3/8 in. #4 78.0 76.0 72.0 PL= LL= PI= Coefficients #I0 #40 #100 #200 68.0 55.0 38.0 28.2 D85= 34.6 D60= 0.642 D50= 0.307 D30= 0.0858 015= D10= Cu— Cc= Classification USCS= SM AASHTO= Remarks Tested/Calculated by M.Holtz Reviewed by M.Blackwell sampled on 12/5/09, ran on 12/10/09. * (no specification Sample No.: Location: provided) 466 Source of Sample: Tp -2 @ 6' Date: 12/10/09 Elev./Depth: A.A.R. Testing Laboratory, Inc. Client: TJ Engineering Consultants Inc Project: TJ Engineering Consultants Misc Project No: 0.9-273 Plate 466 • • TJ ENGINEERING CONSULTANTS INC. Civil Engineers, Structural, Transportation, Environmental, Geotechnical December 5, 2009 Test pit Logs Foster 4419 S. 144th ST. Tukwila, WA 98168 Test pit TP -1 located on vacant parcel 0040000375, approximately 25 feet NE. of the SW. corner of the property. Feet 0.0- 1.0' 1.0'-7.0' SM USCS 7.0'-12.0' SM Test pit terminated at 12.0' Test pit TP -2 Located on corner of the property. 0.0'-1.0' 1.0'-2.0' 2.0'-5.0' SM SM 5.0'-12.0' SM Test pit terminated at 12.0' Test pit TP -3 Located on property corner. 0.0'-1.0' 1.0'-4.0' SM 4.0'-6.0' 6.0'-12.0' SM Test pit terminated at 12.0' Dark brown, organic rich topsoil, loose, moist. Medium reddish brown, dense, moist, silty -sand, trace iron oxide stains, 8.2% tested in-situ moisture. Light gray, very dense, moist, silty -sand, to silty -sand with gravel, with occasional 3-6 inch cobbles Diamicton, tested 8.7% in-situ moisture below existing grade, no seepage, no water table reached. parcel 004000380, approximately 45 feet NW. of the SE. Dark brown, loose, moist, organic rich topsoil. Reddish brown, moist, dense, silty -sand, trace iron oxide Stains, slightly mottled, 7.4% tested moisture. Color grading from light brown to light gray with depth, Occasional cobbles Gray, moist, very dense, till, silty -sand w/gravel, contains Cobbles and boulders. below existing grade, no seepage, no water table reached. parcel 0040000375, approximately 25 feet SW of the NW Dark brown, loose, moist, organic rich top soil. Reddish brown, dense, moist, silty -sand color changes to light grey with depth, increased density, Some 3-6 inch cobbles, 7.1% tested moisture Becomes very dense, gray, moist, till, with gravel, and Cobbles, 10.6% tested moisture. below existing grade, no seepage, no ground water reached. P.0 Box 73746 - Puyallup, WA 98373 - Puyallup (253) 864-3778 - Fax (253)-864-3778 VICINITY MAP NIS NOTES 0 w w 1. 91E FORK FOR THIS PROJECT SHALL. MEET OR EXCEED CITY OF TUKWILA STANDARDS, 2007 KING COUNTY ROAD STANDARDS AND 2009 (001101 1111101 ARE HEREBY REFERENCED AS PART OF NESE PLANS. 2 THE DESIGN SINN 15 BASED UPON THE ENGINEER'S UNDERSTAN6NG OF THE DOSING CGNNT10NS. THE EU051190 CONDITIONS SHOWN ON THIS PLAN 9HEET ARE BASED UPON 111E SURVEY PREPARED BY SCHROETER SURVEYING, INC. DATED DECEMBER. 2009. THE CONTRACTOR IS RE9PON9BLE FOR VE1IF1190 nab CONDITIONS PRIOR TO BIDDING 11E PROPOSED 9TEW0RK IMPROVEMENTS ff CONFLICTS ARE DISCOVERED, THE CONTRACTOR 9HAL1. NOTIFY THE OMNER PRIOR TO INSTALLATION OF ANY PORTON OF 111E 9TEWOHK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOS NOT ACCEPT DII5DNG SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS SNOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS 0(14 EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND 91RVEYOR AND SUBMIT IT TO THE OM ER FOR REVIEW. 3. CAUTION - NOTICE TO CONIAACTOR LOCATIONS SHOYE4 FOR EMSTNG UTDJTIES ARE APPROOMAIE UTILmES/SERVICES WATER OAS XING COUNTY WATER DISTRICT /125 3480 SOUTH 14819 STREET SEATAG WA 98188 (206) 242-9547 PUGET SOUND ENERGY 1-800-321-4123 POWER SEWER SEATIIE CITY UGHT (800) 862-1181 VALLEY NEW SEVER DISTRICT 3460 SCUM 148111 STREET 11.11081A, WA 98168 (208) 242-3236 CHEST (800) 475-7528 TELEPHONE. FIRE l0K'MLA FIRE DEPARTMENT HEADQUARTERS STATION 51 444 ANDOVER PAIN EAST TUKWILA WA 98188 (206) 575-4404 SCHOOLS TUKWILA 50100. DISTRICT F406 4840 5 14419 5T 1UKMIUV WA 98168 (206) 901 - 8000 cr CV C> W FOSTER SHORT PLAT 44XX / aals - S. 144rH 8 -MEET TUKWILA, WASHINGTON 98168 NE1/4, SEC. 22-T23N-R4E, W.M. LEGAL DESCRIPTION CONSULTANTS LOT 6 AND 7, BLOC( 3, ADAMS HOE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED N VOLUTE 11 OF PLATS PAGES) 31, RECORDS OF KNG COMM WASHINGTON. STUNNED N THE COUNTY OF KNG, STATE OF WASHINGTON. BASIS OF BEARING MONUHENIED Cb11ERUNE OF 501719 14419 STREET NORTH 874910' NEST BODEEN 421(01 AVE SOUTH AND 46TH AVE SOUTH. VERTICAL DATUM ELEVATION DARN PER SURVEY CONTROL DATABASE: PONT D: 815; POINT NAME 93V-904 0.5 COPPER RN 09111 PUNCH SET N CONCRETE 0.53' DIM FROM MONUMENT CASE RDI AT 111E NERSECTON OF SOUTH 14419 Suitt 0 AND 4619 AVE SCUM; ELEVATION = 287.900 FEET NAVD88 DRAWING INDEX REFERENCE SHEET N0. DRAFNG 1171E CV ECI EC2 PGI PG2 PGA DRI DR2 DR3 DR4 LD1 LPI DTI DT2 SNI OWNER INFORMATION IL NVEITA DIT GROUP, LLC 4055 - S 14871 STREET 1UMMIA, WA 98168 (206) 245-5755 CONTACT: KHAN HUNAN TAX PARCEL NUMBERS 0040000375 A 0040000380 COVET SHEET CLEARING / GRADING AND TESC PLAN 1ESL DETALS ROADWAY PLAN AND SECTIONS ROADWAY PROFLES AND DETALS S. 144TH S1 TItt F - ROADWAY PIAN AND SECTION DRAINAGE PLAN AND ROOF IN LTRATION DETALS DRAINAGE PROFLES AND STOP9IFLTE R DETALS DETENTION TANK PLAN, SECTIONS AND DETALS DRAINAGE PLAN AND PROFlLE AND DETALS TREE RETENT1081 AND LANDSCAPE PLANTING PLAN STREET LIGHTING AND POE LANE PLAN CETALS 1 DETALS 2 STANDARD CONSTRUCTION NOTES CIVIL PBG, LLC 5130 - S 16619 LAZE SEATAC, WA 98188 (206) 229-6422 CONTACT: HAN PHAN, P.E. SURVEYOR SCHROEIER SURVEYING, INC, (SEE SEPARATE DRAMNG) P0 BOX 813 9E HURST, WA 98082 (206) 242-8621 CONTACT: RICHARD SCLROEIER, PLS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 LEGEND PROPERTY UNE - EASOEENT — RIGHT OF WAY OM1ERUFE RIGHT OF WAY/ADJACENT PROPERTY UNE -- -- — 8.SB.L PROPOSED STORM OWN BS PROPOSED SANITARY SEVER —4v PROPOSED WATER SERVICE UNE —•—•—•—•— SILT FENCE 0EARING UNITS • 0 W ASPHALT PAVEMENT COMM CONCRETE PAVEMENT PROPOSED STRUCTURE (APPROX. LOCATION) INLET PROTECTION CATCH BA571-TENS 1 CORNER SET SIGN AND POST' MH/C8-TYPE2 FIRE HYDRANT WATER METER C 7 PROPOSED INFILTRATION TRENCH sc .. EDGE OF PAWIDIT SEWER UNE STONE UNE GAS UNE WATER UNE FENCE LME BOLDING UNE CONTOUR O SET R®AR W/CAP /23604 s PROPERTY CORNER FOUND THIS SURVEY 0---0 POWER POLE W1114 UGHT cv 1GAS VALVE Z - FIRE HYDRANT WATER VALVE WATER METER LTi CATCH BA9N STORM MANHOLE SEWER MANHOE •u, POWER POE 0.j, DECIDUOUS TREE EVERGREEN IRE O1Y STREET LIGHT -{-] PRIVATE SWEET UGHT REFERENCE SHEET NO. CVOF SHEET 15 SHEETS W LU 5g C1- 00 I - Cr' I- o� Kn 0. W >. 0 X 00 P 4� 9 9 _ m 40 x 40 REVISION DESCRIPTION 40 8 PROJECT SITE 4 Pµ,R S /® / s IS4 ST 99 - Vi 518 VICINITY MAP NIS NOTES 0 w w 1. 91E FORK FOR THIS PROJECT SHALL. MEET OR EXCEED CITY OF TUKWILA STANDARDS, 2007 KING COUNTY ROAD STANDARDS AND 2009 (001101 1111101 ARE HEREBY REFERENCED AS PART OF NESE PLANS. 2 THE DESIGN SINN 15 BASED UPON THE ENGINEER'S UNDERSTAN6NG OF THE DOSING CGNNT10NS. THE EU051190 CONDITIONS SHOWN ON THIS PLAN 9HEET ARE BASED UPON 111E SURVEY PREPARED BY SCHROETER SURVEYING, INC. DATED DECEMBER. 2009. THE CONTRACTOR IS RE9PON9BLE FOR VE1IF1190 nab CONDITIONS PRIOR TO BIDDING 11E PROPOSED 9TEW0RK IMPROVEMENTS ff CONFLICTS ARE DISCOVERED, THE CONTRACTOR 9HAL1. NOTIFY THE OMNER PRIOR TO INSTALLATION OF ANY PORTON OF 111E 9TEWOHK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOS NOT ACCEPT DII5DNG SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS SNOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS 0(14 EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND 91RVEYOR AND SUBMIT IT TO THE OM ER FOR REVIEW. 3. CAUTION - NOTICE TO CONIAACTOR LOCATIONS SHOYE4 FOR EMSTNG UTDJTIES ARE APPROOMAIE UTILmES/SERVICES WATER OAS XING COUNTY WATER DISTRICT /125 3480 SOUTH 14819 STREET SEATAG WA 98188 (206) 242-9547 PUGET SOUND ENERGY 1-800-321-4123 POWER SEWER SEATIIE CITY UGHT (800) 862-1181 VALLEY NEW SEVER DISTRICT 3460 SCUM 148111 STREET 11.11081A, WA 98168 (208) 242-3236 CHEST (800) 475-7528 TELEPHONE. FIRE l0K'MLA FIRE DEPARTMENT HEADQUARTERS STATION 51 444 ANDOVER PAIN EAST TUKWILA WA 98188 (206) 575-4404 SCHOOLS TUKWILA 50100. DISTRICT F406 4840 5 14419 5T 1UKMIUV WA 98168 (206) 901 - 8000 cr CV C> W FOSTER SHORT PLAT 44XX / aals - S. 144rH 8 -MEET TUKWILA, WASHINGTON 98168 NE1/4, SEC. 22-T23N-R4E, W.M. LEGAL DESCRIPTION CONSULTANTS LOT 6 AND 7, BLOC( 3, ADAMS HOE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED N VOLUTE 11 OF PLATS PAGES) 31, RECORDS OF KNG COMM WASHINGTON. STUNNED N THE COUNTY OF KNG, STATE OF WASHINGTON. BASIS OF BEARING MONUHENIED Cb11ERUNE OF 501719 14419 STREET NORTH 874910' NEST BODEEN 421(01 AVE SOUTH AND 46TH AVE SOUTH. VERTICAL DATUM ELEVATION DARN PER SURVEY CONTROL DATABASE: PONT D: 815; POINT NAME 93V-904 0.5 COPPER RN 09111 PUNCH SET N CONCRETE 0.53' DIM FROM MONUMENT CASE RDI AT 111E NERSECTON OF SOUTH 14419 Suitt 0 AND 4619 AVE SCUM; ELEVATION = 287.900 FEET NAVD88 DRAWING INDEX REFERENCE SHEET N0. DRAFNG 1171E CV ECI EC2 PGI PG2 PGA DRI DR2 DR3 DR4 LD1 LPI DTI DT2 SNI OWNER INFORMATION IL NVEITA DIT GROUP, LLC 4055 - S 14871 STREET 1UMMIA, WA 98168 (206) 245-5755 CONTACT: KHAN HUNAN TAX PARCEL NUMBERS 0040000375 A 0040000380 COVET SHEET CLEARING / GRADING AND TESC PLAN 1ESL DETALS ROADWAY PLAN AND SECTIONS ROADWAY PROFLES AND DETALS S. 144TH S1 TItt F - ROADWAY PIAN AND SECTION DRAINAGE PLAN AND ROOF IN LTRATION DETALS DRAINAGE PROFLES AND STOP9IFLTE R DETALS DETENTION TANK PLAN, SECTIONS AND DETALS DRAINAGE PLAN AND PROFlLE AND DETALS TREE RETENT1081 AND LANDSCAPE PLANTING PLAN STREET LIGHTING AND POE LANE PLAN CETALS 1 DETALS 2 STANDARD CONSTRUCTION NOTES CIVIL PBG, LLC 5130 - S 16619 LAZE SEATAC, WA 98188 (206) 229-6422 CONTACT: HAN PHAN, P.E. SURVEYOR SCHROEIER SURVEYING, INC, (SEE SEPARATE DRAMNG) P0 BOX 813 9E HURST, WA 98082 (206) 242-8621 CONTACT: RICHARD SCLROEIER, PLS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 LEGEND PROPERTY UNE - EASOEENT — RIGHT OF WAY OM1ERUFE RIGHT OF WAY/ADJACENT PROPERTY UNE -- -- — 8.SB.L PROPOSED STORM OWN BS PROPOSED SANITARY SEVER —4v PROPOSED WATER SERVICE UNE —•—•—•—•— SILT FENCE 0EARING UNITS • 0 W ASPHALT PAVEMENT COMM CONCRETE PAVEMENT PROPOSED STRUCTURE (APPROX. LOCATION) INLET PROTECTION CATCH BA571-TENS 1 CORNER SET SIGN AND POST' MH/C8-TYPE2 FIRE HYDRANT WATER METER C 7 PROPOSED INFILTRATION TRENCH sc .. EDGE OF PAWIDIT SEWER UNE STONE UNE GAS UNE WATER UNE FENCE LME BOLDING UNE CONTOUR O SET R®AR W/CAP /23604 s PROPERTY CORNER FOUND THIS SURVEY 0---0 POWER POLE W1114 UGHT cv 1GAS VALVE Z - FIRE HYDRANT WATER VALVE WATER METER LTi CATCH BA9N STORM MANHOLE SEWER MANHOE •u, POWER POE 0.j, DECIDUOUS TREE EVERGREEN IRE O1Y STREET LIGHT -{-] PRIVATE SWEET UGHT REFERENCE SHEET NO. CVOF SHEET 15 SHEETS W LU 5g C1- 00 I - Cr' I- o� Kn 0. W >. 0 X 00 P 4� 9 9 _ m 40 x 40 REVISION DESCRIPTION 40 Ho^ Pfl - Ft e P.VADOVIr.ingsV09400-PS-ECIA, NE1/4, SEC. 22-T23N-R4E, W.M. 10150' 58149'10T — — PVT. RD. STA 12+19.64.. HAMMERHEAD STA 100+00 Lar 5 (6,S78SQ FT) SEOUENCE OF CONSTRUCTION: 1. FLAG AND STAKE CLEARING MTS. 2 MULL EROSION CONTROL MEASURES (SILT FENCE, ETC.) 2 FIELD LOCATE All UTILITIES. 4. INSTALL CONSTRUCTION ENTRANCE. 5. CLEM AND GRUB SITE 6. GRADE THE SITE 7. INSTALL NITRATION TROCHES, SANITARY SEWERS, STORM, WATER. AND OTHER STE UTILITIER PROVIDE CATCH e489 INLET PROTECTICN AT THE NEW INLET LOCATICNS. 8. CONSTRICT BUILDING STRUCTURES. 9. MOVE TEMPORARY EROSION CONTROL FACILITY UPCN STABEIZATION OF ENTIRE PROJECT snE, AS APPROVED BY THE 017 of TUIONLA CLEAR1NG/GRADING AND TESC CONSTRUCTION NOTES o INSTALL SIT FENCE SEE DETAIL 1. MEET M. INSTALL CONSTRUCTION ENTRANCE, SEE DETAIL 2. SHEET EC2. 02) INSTALL INLET PROTECTION, SEE DETAL 3, SHEET EC2. Dann CCNCRETE PAVEMENT TO MAIN. • RENOIR COSTING GARAGE & SHED. cg) RENOIR MING ASPHALT/CONCRETE PAVEMENT. � REMOVE 12 LF MING CEMENT CONCRETE CURB & GUTTER. RUM 48 LF 00 EOSIN caw CONCRETE CUFN e cunte. • MIME COSTING DECK. o RBICriE EWING DEE. ® EXISTING 100 TO BE SAVED, SEE OEM& THE NEEL NOTES I. SEE SHEET CV 80 4109040. 2. CONTRACTOR SHALL FELD VERIFY ALL GRACES PRIOR TO commucnoe. 3. SEE sten 411 FDR STANDARD CITY CR TUKWILA OWISTRUCIEN NOTES. EARTHWORK VOLUME ESTIMATES: LOCATION CUT (CY) RLI_ (CY) AS ROAD/CRAINAGE FACILITY 975 185 SET FENCE CIRCLIM,ERENCE ; Et7.A361.. '10 OR C';RE.ATER THAN \ I •CIPCUVF7Rs7 11 RIPLINE 6 F7 I1I1310 10 0501.050 ENCLOSE TREE ENTIRELY HORIZONTAL GRAPH$C SCALE 20 W 0 10 20 155int= 1 Inth 20 H. TREE PROTECTION MEASURES SCALE: NONE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REFERENCE SHEET NO. EC1 SHEET 2 OF 15 SHEETS LU a 1— 2 4— • 1— C” < 0 CO CA) CY u j 5 0 z z 0 < CC 0_ 0 co 0 rf w 0 Y 5 2 1 g 8 A P., 2 0 5 2 JOINTS N FILTER FABRIC SHALL BE SPLICED AT POSTS USE STAPLES, ERE RINGS, 0R EOUIVALFNT ID ATTACH FABRIC TO POSTS 2' X 2'X 14 GA ERE OR EQUVALLNE F STANDARD STRENGTH FABRIC USED. 6' MAX. POST SPACING MAY BE INCREASED TO E F ERE 8ACIONG IS USED 2' X 4' WOOD POSTS STEEL FENCE P0015, NOTES REBAR, OR EQUIVALENT FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE DESIGN AND INSTALLATION SPECIFICATIONS FLIER FABRIC UNDISTURBED GROUND BACKFILL TRENCH YAM NATIVE SOL OR 3/4' - 1.5' WASHED GRAVEL 1. THE GEOTEXTIE USED MUST MEET THE STANDARDS USED BELOW. A COPY OF THE MANUFACTURER'S FABRIC SPECF1CAT0NS MUST BE AVAILABLE ON SITE ADS (ASTM D-4751) • 30-100 SIEVE 91E (080-0.151mm) FOR SLIT FUM 50-100 9EVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERNRT11Ntt (ASM 0-4491) 0.02 SEC -1 9141. GRAB TENSILE STRENGTH (AS111 D-4832) - 180 L8S MIN. FOR EXTRA STRENGTH FABRIC 100 LBS MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (*019 D-4832)- 3011 MAX ULTRAVIOLENT RESISTANCE (ASTM D-4355)- 7011 MIN. 2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE Fu10E. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF 6E1D PERFORMANCE WARRANT A STRONGER FENCE a WHERE THE FENCE IS INSTALLED. THE SLOPE SHALL BE NO STEEPER THAN Dt1V. SILT FENCE DETAIL O PER KING COUNTY SW FIGURE D.a3.A SCALE: NONE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 MAINTENANCE STANDARDS 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONON/RATED FLOWS ARE DAUNT UPHILL OF TE FENCE. THEY MUST BE INTERCEPTED AND CONVEYED ID A SEDWENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL 90E OF THE FENCE FGR SIGNS OF THE FENONG CLOGGING AND ACING AS A BARRIER TO FLOW AND THEN CAUSING CHANNEUZATON CH FLOWS PARALLEL TO 11E FENCE. IF THIS OCCURS, REPLACE THE FENCE AND OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN IT IS 6' HIGH. 5. IF 11E FILTER FABRIC HAS DETERIORATED DUE TO THE ULTRAVIOLET 8001415086. IT SHALL BE REPLACED. MAINTENANCE STANDARDS 1. ANY ACCUMULATED SEDIMENT ON OR AROUND INLET PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER. AND ALL SEDIMENT MUST 8E DEPOSED OF AS 1111. ON 910 OR HAULED OFF SITE. 2. ANY SEDIMENT IN THE CATCH BARN INSERT SHALL BE REY0VE0 WHEN THE SEDIMENT HAS FILLED ONE THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAI. FOR CATCH BASIN PR01EC11CH. UNLIKE MANY FORMS OF PROTECTION THAT FAIL GRADUALLY, CATCH BASIN PROTECTION NIL FAIL SUDO ALLY AND COMPLETELY F NOT MAINTAINED PROPERLY. CATCH BASE GRAZE OVERFLOW FILIFR MENA FOR DEWATERING 0093 BOTTdI CATCH BASIN INSERT CATCH BASIN SEDIMENT CONTROL NOTES THIS DETAIL IS ONLY SINDIATIC. ANY INSERT IS ALLOWED THAT HAS A MN. 0.5 CUBIC FEET CF STORAGE YATH THE /EARS TO 0EW'ATER RE STORED SEDIMENT, PROVIDE AN OVERFLOW, AND CAN BE EASILY MAINTAINED. INLET PROTECTION DETAIL O PER KING COUNTY SROM FIGURE D.3.5.F SCALE: NONE CONTRACTOR TO PROTECT MUD FROM BEING TRACKED ONTO THE PUBLIC ROAD EDGE OF DOSING PAVEMENT NEW ASPHALT PAVEMENT 100' MN. INSTALL DRIVEWAY CULVERT F DERE IS A ROADSIDE - 6.25' MIN. DITCH AS PER KING COUNTY ROAD STANDARDS - 4' 10 B' QUARRY SPALLS GEOIEX1LE 08508INE NOTES 15' MIN. PROVIDE FULL ESE Tr OF INGRESS/EGRESS AREA AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF TE ROADWAY. MAINTENANCE STANDARDS 1. DUMMY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER N ACCORDANCE ETH THE 9'ECIFlGTONS 2. F THE DIMRACE IS NOT PREVENTING SEDIMENT FROM BEGIN TRACTED 01470 PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE MEETS FREE OF SEREST SHALL BE USED. THIS MAY INCLUDE STREET SEEPING. AN INCREASE N THE DNEN9CNS OF THE ENTRANCE, OR THE INSTALLATION OF A MEEK WASH. IF WASHING IS USD, IT SHALL BE DONE ON 1110 AREA COVERED ETH CRUSHED ROCK. AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. a ANY SE911041 THAT IS TRACT® ONTO PAVEMENT SHALL BE REMOVED MMEDIAIELY BY SWEEPING THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED 014-91E THE PAVEMENT SHALL NOT BE LEANED BY WASHING DOWN TIE STREET, EXCEPT NHS SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF RIS NECESSARY TO WASH THE 5190013, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CCH9DERED. RE SEDIMENT WIRD THEN BE WAS/ED INTO THE SRF. 4. ANY ROCK SPALLS MAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED MEDIATELY. S F VEHICLES ARE ENTERING OR 055TING 111E SITE AT POINTS OTHER THAT THE CONSTRUCTION EN1RANCE(S), FDIC/NG (SECION 5.4.1) SHALL BE INSTALLED ON CONTROL TRAtIIQ. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO MAT RUNOFF DRAINS OFF THE ROAD. CONSTRUCTION ENTRANCE DETAIL 2 PER TONG COUNTY S11011 FIGURE 11.3.4.6 SCALE: NONE REFERENCE SHEET NO. EC2 SHEET 3 OF 15 SHEETS H W W H CCCO CO °- = Co I— I— rn O Cn N Q' • J_ W m 1—; 0 I X V CO 0 CO P Y I e REVISIONDESCRI7TION NE1/4, SEC, 22-T23N-R4E, 24' WIDE DRIVEWAY APPROACH; INSTALL N.D.C.B.U. (12 `i. .................. >;....._........................_.................:................;... ......__..... �.....-MAILRO% W.M.aik KiirPG1 INSTALL STREET MONUMENT e�10 NLBO)ES TOUOLTTY a ....PVL R.STA.,5050.1A44�......._..._...... PVL RD, A 10+00 "�' ....... _DTT.. REMOVED ..._..._................ ST 8 s �44TM STREET Row REFERENCE SHEET NO. SHEET 4 OF15® VARIES -1&15 19N 0.0' SIDEWALK d SHEETS r a �' 1404 5.0 EASEMENT I 1.0' 11 _..`e I SLOPE d CHT �� jti ---- ---- ---------------r E)a5ING PAVDAENT _ I } I � EC 12' STORY DRAIN -6-I' I Ex GAS MME-�. L--) S.144TH STREET SIDEWALK I I :..• I 1 PER Y OF SECTION CEMENT ENT dTY 46' PINUS A w� _ _ L _ _ //% LASTING GROUND CON G SIDEWALK OF TUKWILA STANDARD DWG. RS -11 CRUSHED ROCK -A H W Q re co a co H H O < = Cn (J% Q w 'T_., --' 121 Z n Z a_ 0 r < W NSTALL PRIVA STREET SIGN AND POST PER G n1KYALA STANDARD CE �s55 �i R0 & = OUTER 91 so .ao s _ �" Fy ei sosl a0 \ - TO MAAT E( GRADADD �d �,IAIN� t,"J �C(I i 's b S b! & ., c �1 . ' =. e "` ... - .u, ' ,:... -.. wrfrr'r, 1_,JneT '7° .. -4 • _ - '� .i - .. {e3� ( I-� ' _ _ _ _ _ `T, I I i 1 1 ■ ` ) T ..., _ \ - =,' ON T•TOIL OF'SIDEWAIK iETM 11 a1 EET DTI 6 L `J11I �e�I : '^"} -" 10.0' SIDEWALK d \yyyyyy------Y������D�+ 5 ' ',,I10 I)RJTY EASEMENT PROPOSED maxFM.L RESIDENCE tN ,` I y , 10. 0 �. 11 , SIDEWALK a s.0 WADE SIDEWALK( `n it .EASEMENT /A//�/ ;� -T / II ...,•... IX r SEWER MAIN-�1-I SCALE xoNt 200 (TRACT "Al'A7 H CO V D u_ 1- V 3 0 ' 1 LOT 9 7.037 SO. FT.) t: I It F �'.: G r r ti "'I � �A •. �j3� AVLENT_ H ��j ' ..,<.. >� 10.0 SIDEWALK d UTun HAMMERHEAD 10.0 a 1URNAROUND 10.0 I lggK IW 50 UTRIn Ib I CC _ _ so `.�. VI 1 '. \ ��IDE DRI AY APPROAC uro ice AT 1) 1 / ,:.wvse WAY ' "•.-. \ B�S L �) - - - I I - EC H SE . 18' WOE (%0Y APPROA TD REMAIN/ I �� / __ _ _' sT. EASEMENT � `--'" ...� yY`i 4' PERNOUS ASPHALT PAW/ENT (OPEN GRADED) )j' MAX.fREGATE NOYNAL trozozemyirmaccemo /dY'Wi/� At,. I. �.�,�. 5 ';!.►L�'' EASEMENT I 1 I �"'+3a''%____ DIMING GRg1ND - � rla I y Y 15.0 PVT:'DRARLECE EASEYDIT a SEWER + PROPOSED SINGLE FAMILY r I I 2{: I (LO . B ab9) I R : I _/Mk A _ _ - l Y ♦ •,. EASEMENT LOTS .'$. .. I " ` .. . LOT 1 1 (17.195Q RI ff �• _»,,. - ••, . f w xyI M : m (6.623 SQ. FT.) CEMENT CONC. VERA CURB d 0J , 1 p^T `: I 'A T I - :I 5 3 I I A W1pE SIDETYAl1C -% it „ , I i `'�•,w Q' / S / E zs- , . Y CF 9<' ANUS CRUSHED Raa 4' CEMENT CON0. SIDEWALK PER CITY OF IUKWLA ADWGRD CFMEMT CONC. REVERSED CURB & GUTTER PER 2007 ICING COUNTY STANDARDS FIGURE 3-002 HAMMERHEADS T '[5: `' :� 2;..' 'i14w 2' CHOKER COARSE WASHED CRUSHED AGGREGATE Y1 - 96' 1Y ROCK RESERVOIR COURSE WASTED ROCK r - 7 )j' NGi-WDYFN GEOTFJDIE C -C PE310„ LL Land Dewcomm[ and CMI Eq!aenn9 Co-auRnb 5130 Sand 16601 Lane S®Tae. WA 90188 T (206) 229-6422 SRaT' �YP `510 DE SIDEWALK .. N'i 7 CONT. REVERSID ;.I.. GUTTER 15 LOT 2 I (s,6m se. Fr.) `_ `I"': • �; NCN n+ 1 : yy ,0f I .vras,oe L -� 0 . _ \ \ I I 1 1,., IX DECK I to 10.0 SEVER' EASEMENT \ I \ \ �] I' I AIX RAMP OPE `T0 BE REMOVED I Imo: J w 1 I F DsNaE :4 zs I Ft_N_1(Tm) a'% �` .-,_„ PROPERTY .I LRNAROUND ENE NNE PROPERTY PVL ACCESS ROAD UNE 1y IS • L ,.c .. 4 (LdsTq %) •a . T TGNC. YFR11 I I I ■ : ' :: g/ I 'ww.-'" :1 / _ B �T1p� 11._ I -:::' 11+� C a e7.• ✓ }.. I ...///,,, `, a� / STA 98+20.50 10.7 0 SIDEWALK & YTRITY 2i0 (TRACT 'A 10.0 SIDEWALK & WIRY .., \•` BSBL ORIYEWAY \ END PAVING ? _ EASEMENT 11 1.0 5.0 120 120 EASEMENT 5.0 1,0 7.5 # (S� 72 '`2 -\ S8,1,13'F , h72 s ,� W<� b =I STA .100+77 �` ,, 045 PAVING �. `�I 1 ;: � . .a ^::I '� ,, s I - - - , 1 1 1 ___ J DOMING GROUND SIDEWALK Y�� 6• 4' PENNOUS� R' MAX e.,`.,... _ 6. T PAVEMENT OPEN GRADED GLREGATE NGMNAL .. SIDEWALK I----- `4 o DESIGNED BY: H. H. F DRAM BY. H. H. F CHECKED BY: PROJ. MNGR 103E ` ,• ' . \ 1...$0.,..,-...- ;:. m�Y rr , b .. 0 ".d k DRIYCWAY• ,. \ ...... \ 6500 .'. rf :,.: '+WJ. ail y /.• .. C .. OR�VEWAY 1 20 u r. 18' WOE r,. rI : I(''�- :,.... y^•.�+A ., (Lore 5 a pn I I .$ a"'� ✓,�i '�Aa'' 4' CEMENT TCNT. SIDEWALK Y of 96' MINUS CRUSHED ROCK • PER CITY OF TUKWILA STANDARD I 5.t� W, •. ALK a .i1 i •+1904- I i' FR0r0SED 6ENcE I ; I. 01J6 4' CEMENT COLA. SIDEWALK Y CHOKER COURSE DWG RS -11 PER On OF 7UKWU STANDARD WASHED causer AGGEGATE - 9i' 2' OF 9C MINUS CRUSHED ROM DM 80-11 - 1 ' 12' ROLL RESERVOIR COURSE CEMENT CON0. YERRCAL CURB a LATTER WASHED ROCK 3 CEMENT CONC. REVIItSED OURB d GUTTER +' PER 2007 KING COUNTY STANDARDS 2007 KING COUNTY STANDARDS WSTANDARDS NON-ri➢1 LEOIFXIDFIGURE 3002 FIGURE 3-002 PVT. ACCESS ROAD SECTION B -B REVISION DESCRIPTION \I l; S. $ I FSaFo�D eNGLe • N FMILY(E9DEIICET!. D'eNGLe MALY RE�OBICE i ; I I V I': 8 I �' A10KAIEAE STA 100+�1 PROPOSED MOLE EMILY RESIDENCE I I.-" 1 8 I p PALLY RESDBICE :, LOT 3 sY 0, 7 S FT)( '7 I I I, LOT 6 (e.szs SQ. FT.) t , . ;I LOT 5 (6.s7e s¢. Fr.) I ? I g ^ I ; LOT 4 (grsl SCE n.) I ^ I 1 `. - - - I I I I • 8 .i l1II .<:...........!_/..._____sfro•..... l L 'I- 1 7 , !_99DTII I .'. srx0 1 1 .... I^ 1 (TMP) sero• I' I . I I I€ 1 1 _RS� J ss s� - I SCALE. ME DRIVEWAY IVEWAY APPROACH LOCATION NOTES: LOT STATION LOT STATION HORIZONTAL GRAPHIC SCALE 20 w 0 1. SEE SHEET CV FOR LEGEND. 1 10+65 (11) 7 11+88 (RT) ) I.a:. 20 n. > • sers,n•s 15 ............... J ....zsJ7s•.....-� _........._...._._...., _,,.._- - - 14 2 CONTRACTOR SHALL FEED VERIFY All GLIDES PRIOR TO CCHS1RUCIION. 4 96465 (L1) 8 11+08 (RT) CALL 48 HOURS 3. SEE SHEET SRI FOR STANDARD CITY OF 1U(NWA WN 16001ION NOTES 4. SEE SHEET DR1 1060 DR4 FCR DRAINAGE AFD DETAILS. 5 100+07 (L1) 9 10+69 (67) BEFORE YOU DIG < 5. SEE SHEET PG2 FOR ROADWAY PROFILES. 6 100+85 (L1) 1-800-424-5555 z NE1/4, SEC. 22—T23N—R4E, W.M. REFERENCE SHEET N0. SHEET 5 IBOB VC j 1 IOF PG2 312 pfl7NEE1EYs.^'�0• NEO, PENT SO.1oMi45 FM STA IOI62x ;........................... 312 ........._. IMI ................. .............. ..... ........._........................................................................................ ....PIA SHEETS5 JOB 300 .................... ... � ... ..� Gi 4 ..... . ......R • .3.......... K.....7.0p..............._._ :..-AIA . ,199 SSSS ........................................................................._........................................ ..._......._..............................i.................H010 ....._:.... ............................. ice..... .............. .....� ...............Xi ...... ..........i..... ............................._..< 000.................... ............... ...... $ ......................... ..................................._........_....... ....... ...y E....� ^� a 4000' VC STA • EIEY 100h37 ...;....AK.�m.............................................................. . u¢ FOSTER SHORT PLAT 44XX14419-S.144TH STREET TUKWILA, WA 98168 1ADWAY PROFILES AND DETAILS 31X291 GRADE ( 300 G ] � 296' `\ --j I 196 Rai *ADE 292 • I. � I .....s..... ...............................w _ 392 agar' . _..... ..GNA17! (11P ..... ) ............... ........................ ................. EX GROW/1L - F. Rg AR RR R RC- _ - 8,; ME,ERR2.5 GRAPHIC SCALE 5 2s 2.5 5 10+00 11+00 12+00 99.00 100 00 101+00 1ncI- 5 A. PVT. ACCESS ROAD PROFILE HAMMERHEAD TURNAROUND PROFILE HORIZONTAL GRAPHIC SLATE O CC 20 10 0 10 20 NOTES 3/8' EXPANSION JOINTP H. •'' DETECTABLE WARRING RyIP 1. AVE PLACING MANAGE STRUCTURES LIMIER80XES at OTHER OBSTRUCTIONS IN FRONT OF RAMP M .S .1 RADIUS POINT OF PATTERN `f ACCESS 45'02 - a]ET4T CONCRETE SIDEWALK '4%._ A CURB RETURN SEE NOTE 5 2. RAMP SLOPES SHALL.NOT BE STEEPER THAN 121:1V. �' O a SEE SIDEWALK SPACING MANSION JOINTS AND SCO_ MARK DETAL FOR A00DONAL NOTES• - 0.02 FT./FT.-. 5 10.05 �1� _�_�I ' 4. THE BOTTOM OF THE RAW SHALL HAW A LEVEL AREA (NOT N. EXCESS OF 21C N ANY ORECIION} �./FT, y7 a PGO' MN. MAX. 4 X 4 — • Lr �'II CEMENT CONCRETE A 1 5 2 3 a OEIECTI&E WARNING PATTERNS (TRUNCATED DOMES) MUST BE PRECAST PAVERS LEETNG ASTM 0002 CLASS et SIDEWALK RAMP CEMENT CONCRETE B 5/8"• 1 13/123: /Y b SU TIRE I OR 0738 LIR C1272 T1# R MX.EPTABLE MANUFACTURERS AND PRODUCTS ARE g' J EXPANSION JOINT PEDESTRIAN CURB C 7//116 3 4• n C a) ADA PAVERS AS MANUFACTURED BY N4ITACRE-OE.11. AS DESCRIBED OR TIER 7.0 D 7/8' 1-7/18• I NF89TEhair///nogpns.ma/ado-MoclumpAf (BRICK RED) 1'-8' ��. g SIDEWALK RAMP 20' D) ARMOR1EE AS MANIFACMED BY ARNOR-TEE TACTILE SYSTEM. A5 DESCRIBED O1 TER MEB91Ehtlp: //....am,v-Mamn/h,nmt.ddmla/col-h.pleeahhnFCa2209,>�IowI000aIwa (BgCK RFD) *NOM !("Tl • 5 F n Vv'' ° `w A (G) c) ASORACT WARNING PANELS AS MAMFAC1IXED BY MASON SUPPLY CO. OF PC IAN O, OR AS DESCRIBED ON TIER mann htIN/Anmaacaaat/casUntact/ (BRICK RED) ELEVATION 5) STEPSAFE AS MAMFACIINED BY TRANSPO IIWSIRIa, NC. OF NEW ROC ELE. NY. As Deworm al TIER rABs,E hla/�....o-m9ama/St.P Sar.hea (BRac RFD) TRUNCATED DOMES 70P OF IP AT DRIVEWAY APPROACH CEMENT CONC. VERTICAL CURB AND GUTTER DETAIL l l A' WI9 3 r 8 - '131 S I ` DETECTABLE WARNING PATTERN DETAIL PER 2007 LONG COUNTY ROAD DESIGN AND CONSTRUCTION 15 CRE 3 -an O Q N Mo L ` WHINING PPTTERRNABBE (SEE DETAL) . x - x x 0.84' 7.81' I 5'-0. 1a CURB AND GUTTER PLAN LANDING VFW 2i MAX, TOP CF - - ROADWAY g r SIDEWALK PLAN RAMP c-$' a"�"."-�„I CEMENT c 8Q o 5 -' & 3/8• EXPANSION JOINT 7-0- CONCRETE SMALL(Y CEMENT CONCRETE CURB & GUTTER SECToV QA CEMENT CONCRETESIDEWALK■ ' RAMP Y-0' 7n LANDING rc TOP O.4 ROADWAY 0 TO 8 TOP OF0 4 ROADWAY ~ DELECTABLE PATTERN WARNING (SEE DETAL) DEPRESSED CEMENT Ca4OOEIE CURB & GUTTER PEDESTRIAN CURB SECTION CEMENT CONCRETE © CURB k GUTTER SECTION NOTES: O 1. SEE SHEET CV FOR LEGEND. SIDEWALK RAMP TYPE 4A DETAIL 2. CONTRACTOR SHALL FIELD 50103 ALL GRADES PRIOR TO CONSTRUCTION. CALL 48 HOURS BEFORE YOU DIG PER W5D0T STANDARD PLAN 0-40.16-0o O a SEE SHEET SRI FOR STANDARD an OF MORA CONS'IRIICTION NOTES. 1-800-424-5555 SCALE NOTE - 4. SEE SHEET PG1 FDR ROADWAY PLAN AND mama NE1/4, SEC. 22—T23N—R4E, W.M. TOP OF SIDEWALK TO MATCH EX GRADE tA. 506+00 EX. CURB & GUTTER 10 REMAIN c.I el DRIVEWAY APPROACH 24.0' NM PISTALL bubt01 MONUMENT 144Th STA 43.69 PVT RD. Sf 10+00 REMOVE/REFUGE CURB & GUIDER 505+00 MATCH EX. cum a GUTTER S. 144TH STRELT ig = ............. 9 504+00 „---- MATCH EX. CURB & CUTTER & 14400 STREET 1:1 TAPER (TR) 110' PVT. DRAINAGE EASEMENT & SEWER EASEMENT no' \ LOT 9 (7,037 SQ. FT.) ROW VARP:S-113.15' V A RES 10.0' SIDEWALK & LIGUTY EASEMENT 10.0' SIDEWALK & 6- 185' 918 5.0' U11.11Y EASEMENT 1.0' EEX CR& GTTR ___ _ _______ -r 1 --1'- -ii EASING PAVDENT EX. 12 STORM DRAIN ---4.,); EC GAS IDE -4-C, EL 8' SEVER MAIN SIDEWALK S. 14411-1 STREET — PLAN ig ig DDS11NG GROUND r CEMENT CONC. SIDEWALK PER CITY OF TUKWILA STANDARD DWG RS -11 2' OF 4c MNUS CRUSHED ROCX S. 14411-1 STREET SECTION A—A SCALE: NONE 10.0' SIDDYKU & UTLITY EKSEMENT &V MIRE SIDEWALK ////// //////, /////,,,,A NOTES 7 . TOP OF SIDEWALK TO MATCH EX. GRADE ..... Approx.. I. SEE SHEET CV FOR Imo. 2. CONTRACTOR SHALL FELD VDIFY AIL GRADES PRIOR TO CONSTRUCTION. 1 SEE SHEET 911 FOR STANDARD CITY OF TUKWILA CONSTRUCTION NOTES. 4. SEE SHEET PG1 FOR ADDITIONAL CALL OUT NOTE& fence fi HOR1201TAL GRAPHIC SCALE 10 5 0 5 10 IS4t4 1 in.. 10 ft. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REFERENCE SHEET NO. PG3 SHEET 6 OF 15 SHEETS Y 5 8 0' 10 0' 0' 0' 14 5 NE1/4, SEC. 22-T23N-R4E, W.M. 144TH STA 517000.43.69 PVT. RD. WA 10+00 43 STA 2+0850, 9.75 RT S07+00 WAOCKING VANED GRATE - - F7-11PE 1 515. 2+08.50. CL W/STUD,LOCKNG 119 15.0' PRIVATE MIRAGE EASEMENT SEVER EASEMENT 10 LF r • ADS 912 ROW 08001 51118 0 0,000 6151. STA 2+70.50, AL VI/SOLID LOCKING LID 10 LF 6' 0 ADS 9412 ROOF DRAIN STUB 08.500 Mk 001"-,rs• p7510.0' SEDER EASED:Mr vo.oaaRa VANED GRATE S06+00 W 12" 0 DI 95 LF 12' 0 AD9N1 2 50X 9LFr.oDN12 00.500 , 1 2 LF 36'10 PVC 0 0.0% I 1: 10.0' SIDEWALK & 1 I , UTTLITY EASEMENT t,1 LOT 9 )(7,1137 SQ. FT.) STA 10+60, 7.6 RT cenr or TANK I ....- 9117119.10W , 8 43 26 LF ir 0 PVC I . 08.500 SOS.00 8.144TH OTFEST -.-- :-- CB #5-TIVE Z 54, HAW CONTRCI. W/SOLID LOCOING UO STA 10+55.75, 7.5' RT , 43 .q9g1..983 858 PPAII4 .,1,'!"-.'"'",---', SI 't• TO BE CONIECTED TO ,T118 DUI ' E4 TYP 1 1?.' 'PERFORATED IICHTUNE v. LOT 8 ',' 1 70 LF 13' 0 CI ROOF DRAIN STUB (LOT 7) 1 r:... iv aset , • ? ‘ CB #4A-TTPE 2 (54') STA 111.64.25, 7.5' NT / W/SCED LOCKNG U0 1 , 6 . al 0a.TwE (48") 08 -TYPE 1 STA 100+74, 9.25' LT' MOCKNG VANED GRATE 5 & CALMATER MORMON W/TINE MESH SCREEN Wt. ACCESS ROAO/LOT 6 ROOF INFILTRATION TRENCH (12'W X 261 X 2.1)) mms, ST 11+85, 12.26 s0Y°490'E 8 VANED GRAZE I 44 LF 61• " 0 ADS N1i • OX • \ I 01"3 Wri-o 7 \ \ \ \ 706,01E 01.14. WIENTTON TAM( VC; AN x tis.a LONG WIEET DR3 FOR DETAILS 1.e\ LOT 1 4A 11+60, 7.5' (07,453 SQ. cglITER Cf TANK 2 1:6' PVLNIV 0.0% 1100 4 12' 0 PVC 0 1.0% " STORMFIL191 W/50U0 LoaaNc,10 14-TYPEA 48' 2-CARTRIDWS 1 $TAE141e-g.50. 7.5' RT LF 0 PVC 11. 43 8 1 52 ,e0( PVC 00% LOT 6 (6,629 .• L , • 05 40" as LF r •i•as RdaF DRAIN STUB 07,5) O�50X4.L1 , re.BE CONNECTED 19 PERFORATE) lIGHTLINE STUB OUT tr1 LOT 5 I (6,678 69. Fr.) CB TOTE 1 Tfil1 STA 12+26 28.6 RT W/LOCIONG 051410 194315 1 a WYT. . STA Ii*19.04. I/IMAIERIA8fP41°Gfa° (6,231 S14 Fr.) 7,51,17T LOT 2 (5,40351. 1 19.. •"""-"' \ edet. coretra, west • conc. 0, / ,, I ? ^ LOT 3 e \ NOTES: REFERENCE SHEET NO. DR1 6' FWD PERFORATED PPE 0 0.0% '411 MCMAHON 1REI40405 A4 PLAN VIEW NTS ROCf DRAIN ROCf DO964 SPOUT VATH OVERFLOW vnt AND • SPLASH BLCCK WASHED ROCK 3/4' - 1 lir 6' ROD PERFORATED PIPE 00.00 00511N0 GROUND ME MESH SCREEN ELEVATION VIEW NTS BACKFIU. E0S11110 GROUND ,!1 WRAP WASHED ROCK ENIIRELY WIN FIVER FABRIC e RIGID PEFtFORATED PVC PIPE 1020 105(0. (1TP) 4' SOLID PPE MASHED ROCK 3/4' - 11/2' ROOF/FOOTING INFILTRATION TRENCH 0 SCALE: NONE 1. SEE SHEET CV FOR LEGEND. 5. CONTRACRIR SHALL FIELD VERIFY ALL GRAMS FRIOR TO caRsiRuanoa 3. WE 91001' SNI FOR STANDARD an OF TABU 0*1S19UCIION NOM 4. SEE SHEET 062 FOR DRAINAGE PROFILES AND OEMS. & SEE MEET 0R3 P06 DE15111108 TANK DERE& 6. SEE SHEET 011 & 012 FOR SEVIER AND WA7ER PLANS. 7. FUTURE HOUSE FOOTING NEED TO BE A MARIAN Cf 15 FEET FROM PROPOSED INFILTRATION TRENCH. & ALL MURES 10 BE PLACED UNDERGROUND. 15 R000/00011NG INF1L1RAD60 TRENCH (3'W 5 455. X PO) 00060107 I 14 HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 ;e;e1 1 If,. • 20 11. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SHEET 7 OF 15 521135 0) _J Z [ij <0 Z -J z < 0 P LeIF zLT_ cc au - 0 0 cc P Y 5 00 00 00 5 s 8 3 CO TYPE 2.5!' Rll• CBIRI0. ((�A�] STA 12x5.2CFYD amCf REFERENCE SHEET NO. SHEET 8 W 31x..................._................_....._.........................."'TDI101:SS75i,7.eTR._.................................0A 7rTSld INITER ................._...__................................._.................... ]12 ....T1PE RY-N{ TDY'57 DR2 .._.........................................._.......................... RY ,]5 E,(��pl NW SN W 2 F4p'� .... ........................._...................................... W [7-T1PE 1 CB SFA CFMiWIE E NIT W}x7L57 301 15 SHEETS A................................._...::.EA'i5w�".29ZI.........................y...............RA.,�HI4_I].2E'R[ E E dlf (N}xMl4 py p2Y-]p,.x5 P^702E STA xi735q: RN1E7511E 55x620 we pEY.? WWW -- ]OB2051 CB TRACT 'A' N1N•QEL lf W NA-71PE 2 15411III SG �/t54.21 7.6 295.22 91.0 305 FOR fl2W]0000 C..E70(.(F$N7YLW _ _ Jlp 23S'kT- -��'q�-N _SFA]N74 E N TA2i4.............................._........_. ... -..-..'_-_1091 ... LTI ��..�_'.................. _.IDS NZ ................_Jco J _-_ ___- ___-_-__-_ 0.600{1 < ]00-__r ..................................................................................... ............._..............................i ............._...._......-............� .. ........ .......................... ]00 2 CO • ............._.. ....... .............._........................................_-............_ ...... W T{91 6 175 RT -_.......... FOSTER SHORT P 44XX / 4419 - S. 144TH TUKWILA, WA 98 1RAINAGE PROFII 3TORMFILTER DI 2965•........................._.». ......_................. .._... J.........._..............................................BV f ..............._......................i........... _. .. ......._.- �` \ ........................ ...... ... ... 206 __._.. -:1I 5F & AU5 Ali •0.509 414 ROOF GRAN SNB I RDA F2EV-� 76........_.._._................_.......................... Et 00 OEIL1/0�1 TNN SEE am ORS FOR CE -04.5 ._... ........ .......... ........._........................................._...\.�... ._.- IY 0.0T .0.609 ENS (S} 205 285 292: AA L i if Y . NK NI7 • 20R Ijlr _\\1\': BIFCFPLc•2.Wµ 282 4 L59 2& 2O LF 1Y PSC •0.50% EIC -2 LF En .PSC•IOR� riKNI OMK(TP) 4 LF,Y. PYC I 521E 36. PIC •0D% .,AR 5C.ADSN •0.509 71F12'0000.500 q'gA 1 R 280 10.00 11.00 12.00 DRAINAGE PROFILE ALONG TRACT 'A° 3.00 2.00 1.00 DRAINAGE PROFILE ALONG NORTH AND SOUTH SIDES o v, HORIZCNTAL GRAPHIC SCALE VERTICAL Q5210! 5CALE 20 10 0 10 20 5 2.5 5 HORIZONTAL GRAPHIC SCALE VERTICAL [2025,0 SCALE 20 10 0 ,0 20 5 2.5 0 25 5 H. � !�F _10 - 16,5-201. 1Inch -511. 11n 1 P R> - '' •� Y GENERAL NOTES T-E]OS NG GROUND IA BALLAST Bl .e 0 4E1'4; 1#1E[rvor Ala I) CUM. MR DCONTE. ,.0.23,owwnreR soon pals-mR,w+p o.¢[a00, 5Leaee7:surtmagxn Me pnlsmder6 18. x, rum CARTRIDGE.E ONLY. ACT. OIMENIONS AND CONFIGURATION Of STRELCEURE WILL BE SHOWN ON HOP AI STRUCTURE AND ACCESS COKR1 TO MELT AASHTO HERO LOAD RATING. IS 3.0.) A.M. A.I.LE WOVEN INLET AND OUR. Le ... CT INLET PIPING TO RC SESCIIIM BY ENGINEER MED PROVIDED BY CONTRKTOR. MONT AAALOCAL STORALPILTER MOM° POR LON DROP CARTRIDGE. DROP REQUIRED IS I.E. rm. IDE ORTRIDGC. wv upuueozrv95 rpz z�Cuawocc 21 PRECAST MANHOZ STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH /RIM CATS DETAIL REFLECTS DENO rvcear�25L�97�11gINLET _ _ _ P -`+ 9 F vSI Ixe rvorc5 s. s,iptfill111, PRE 5 p ROPE OUTLET . = p[[ xpi 5 5. p, \ ECCENTRIC ACCESS. n SHALLOT. SYSTEM IS Neauluo, COLING BY PERNCO NTACT coxR tOUAL recn(TOUR. WITH A DUM DIAMETER MCAT WENT SI. AND WO COLLAR EACHT !MOTO/WALTER OWLET MO. MAY BE stroAmeo PRO. OUR. STUB PE MOLL:L.4N WI) UNE 10 ACCOARAMATE A I 2 IRO 0.1.) PIM CONNECTION TO OSAANSTREAM PRANG TO 5t mAnt USING A EL... REDUCER PS REOURED. w.i[RSpwr�Orv9 POR OTHER OPTIONS �' •� '")';• �Lp• Ads! NRAP WASHED ROIX ENnRELr 1111 FILTER FABRIC MP) i 1eq m w g - "' MARTI-FLOTATION BALLAST TO BE SPEOFIED BY 0.R p wIp p N. pN RpR Ir REWIRED r ip e[ S PERIMETERAROUND THE or inc "FRUMPS. SI NI L9 RECALL. REGULAR mmuTtNANC[. urm TO OPERATION AND rwNTRANc2 CUM.. rm. Moo NroxMArroN $4 'to"IIS '}.z' IL 1.0 AQ /3.^, PRECAST MANHOLE • 5° RIGID PFRPoRATED PTC PIPE 8 e i r MANHOLE STORMFILTER - PLAN VIEW 1 STORMFILTER DATA IAD �� ) Ejj4� �i� :1 r,-'' ,,np ra,,,,, y � 120 ill M° RG 0 530 o r o OP rc NOLO[ REWIRED (ml WASHED ROCK 3/4' - 1 1/2' (ISP) € pN RLE .'Irre ..PEm.,[ 7,1 4 MI pip) eoNcxe,e 5[ N� , [t[v Put ',0'...e. LOT 6 AND - L'' _ _ GRADE IOC DArn. INLET PIPE II e. 2.1.38. ORIENTATION I BO' MATER.2. PVC DTA.. PVT. ACCESS RD. INFILTRATION TRENCH STEP -� MANHOLE STORMFILTER-TOP VIEW 1 IN. PIPE OP OUTLET O 5/1 50.' sp' PVC Iz' SCALE: NONE O CT, 2 ) REDUCER .cwm 5111 •e , MECO/TRACTOR) (559 MOMS 5•i, 99 p sawn I wxR nNn.r.orn PE:r:R, CB /I -TYPE i 20 LF 5' R SOUR SIIIMI . pc 21 ,eelMe iI VO OUnn sne i[a5P[ewuaARuuxrs. nPe Owwfnw uv, SEA 100474 925' LT RN ElEV-284.5 PVC OO.Ox VANED ORATE o ¢ 8 -. & sr ownmms CARTRIDGE ]00 �IIL(w).7E9.5- g ���i�l��i, a 41' iw''-Mo�e Iseerwicei MAN ��1� r: �I��ui11r - -STA.100+97-94' LT D .:. 2�: � E -(E}255 ( 5 b r ���o O OeRORAIN Seep l a pvcoo •�- OUT TO •IFIL MANIraO mr cON,Nw,Ow Via lin couruxc EK.ptWND __ �L MANHOLE STORMFILTER- SECTION VIEW A _� M111101161. pc[ NOre c) 292, ........................................ .............. i FINISH GRACE .......... ............_-! COl1ECRON TO INRTRARON TRENCH O GROUTrs[�e x'�o,e e, :.................._._.__..:........................... ............... .:r'...:.... :...r .e.,, , ... my CON,x o "<'•°ti"•,,1,_ ""• MANHOLE STORMFILTER OUTLET DETAIL i' -"� °"-� "'- [ 266' ....._............ .................... ........_........................ N- SEDWQIT COLIECTON °' 2 tte P TM O CATCH BASH CMS we , x voteE. r a &von° e.Mx�rclwle PRECAST 48" MANHOLE STORMFILTER 02.SlomweleA BOAT. CkrTIeALJ' PRECAST 48" MANHOLE STORMFILTER ROAD OIL/WATER SEPARATOR CB SIORMWATEA N PLAN AND SECTION VIEWS STANDARD DETAIL 1 STORIAWATER TOP AND SECTION VIEWS, NOTES AND DATA STANDARD DETAIL 2 - SCALE NONE V O _ m,�...:... „<..cRMc _ I,., RT.[...Tn. , IwT..w. Luc«o.No �:..:,... w.e..w I..NORRE I..R.°.E..s...om. loPARL ..., Ior�.AAR 00.50 101.00 m STORMRLTER DETAILS O HC620NTAL GRAPHIC SCALE YMCA GRAPHIC SCALE PVT. ACCESS ROAD PROF. 20 10 0 10 20 5 25 0 2.5 5 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SCALE: NONE ! I No.20 X. 1NU-5• z PROVIDE CONFIRM SPACE 901 PER 091A REQUIREMENT (TR.. ALL RISERS) ROUND MANHOLE COVER MARKED ORMN WITH LOCKING BATS ELBOW RE5DtlC108, SEE DETAIL 66191 GRADE 70 18' DIA CAP FABRICATED TEE AND RISEN (ALUMINUM) 3'X0.90• ALUMINUM PIPE SUPPORT STRAP SPACED AT 3.0'. ANCHOR TO WALL WITH 96' STARLESS ANCHOR BOLT 1.0 MIN 100 YR MAX W.S. ELEV. 29850 HANDHOLDS, STEPS OR LADOER MEETING AI RECORE1671TS OF MING COUNTY STD. FIGURE 7-006 LFT HANDLE EXTEND TO 1111 COVER 01P COUPLING E (OUT)_ 292.70 12' REMOVABLE SECTION OF RISER TO BE ATTACHED 06111 GASIETED BATA RESTRICTOR PLATE 0.64' OeFlCE EL_ 292.00 2.0' 16N CLEARANCE TO ANY PCRTICH OF FROP-T INCLUDING ELBOWS OUTLET TO _CBM ELBOW RESTRICTOR SEE DETAIL • REMOVABLE WATERTIGHT COIPUNG OR FIANCE SECTION N15 6' MAX PLATE MELDED TO ELBOW 1111H 1.21' ORIFICE. ELEV. 295.50 ELBOW RESTRICTOR DETAIL NTS PLAN VIEW NTS NOTES IE (IN)_ 292.50 SHEAR GATE WITH CONTROL ROD FOR CLEANOUT/GRAN PER LONG COUNTY STD. FIGURE 7-021 INFLOW FROM DETENTION TAN( LOCATE LADDER & COVER TO PROIDE 2.0' CLEARANCE FROM LADDER TO 1EE AND PPE& CB 45 TYPE 2 - 54' FLOW CONTROL STRUCTURE DETAIL O SCALE: NONE 7.0 DIA BUU01EAD- 100.0 B sosad 36' RI9R 1 0 2100 TTP • r7.0 DIA BULKHEAD CB /5 TYPE 2-S4'.6 BANDS (TW FINISH GRADE CB /5 TYPE 2-54' FLOW CONTROL STRUCTURE SEE DETAIL THIS 9EET OUTLET TO _CB B PLAN NTS 100.0' CB OA TYPE 2-54' 7.0 OA CMP DETENTION TANK PER CCNTECH 36' ACCESS RISERS MITH LADDER (11P) MEETING ALL REGIARDAEN1S OF KING COUNTY STD. FIGURE 7-0087 • f—/ 7.0' DIA 011, DETENTION TANK TOP ELEV_299.00 BOTTOM ELEW292.O0A — — e FREmoARo — liII v // DESIGN MWSE_299.50J - . g -- 1 — 2 IS 36' PVC 6' SEDIMENT STORAGE SECTION A -A 1115 36' ACCESS RIS025 PVT. ACCESS ROAD RASH GRADE SEE PG1 FOR ROADWAY SECTIONS COMPACTED BACKFILL 3/4' - 1 1/2' WASHED ROCK BACKFILL FOR DRAINS 20' MN TANK TO' ELEV_299.00 7.0' DIA CMP TANK SECTION B -B NTS NOTES: I A INET FR01 CB /4A TYPE 2-54' SEE DETAIL CM SHEET DR1 —2 LF 36' PVC INLET FROM CB /4 1. 411 METAL PARIS CORROSION RESISTANT. STEEL. PARIS GALVANIZED AND ASPHALT COATED (TREA11191T 1 OR BETTER). 2. P THE CONTRACTOR SEEM TO USE A DIFFERENT PRODUCT THAN COMM. CONTRACTOR TANK BOTTOM ELEV_292.00 MUST SUBMIT A REVISION TO CRY OF 1100WLA PUBLIC MOR (S FOR MEW AND APPROVAL DETENTION TANK DETAIL O SCALE NONE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REFERENCE SHEET NO. DR3 SHEET 9 Of 15 SHEETS x S x x 0 g. e 607+02 EL CB STA 10+15.50, FLEW RT i8 / STA 5D5+44,69r ; . ' RD. STAIN:00 ; • 606+00 0.144m OTREkr -.- i-- 26 LF C 0 PVC .00500 WRAP WASHED ROO( ENTIRELY WITH FLIER FABRIC "-COSTING GROUND 0 15.0' PRI, WAIT S4 DRAINAGE EASEMENT SEDER EASEMENT • • , ) e. iff7Ae,,, sicra... ice; xv,), 013 (42 -TRE 1 / W/SOUD LociaNp.uo S7,6,00+40, 6.0' LT1 115.5 IF 8' 0 00.50' > 2.5 938 ths " TO FrtifFuN ; chain feecie 07,853OSQ.FT.1 t.lf"P'6%5 oos0 10.0' SEIER' 5 , ,.........., '..-' 12 LF 6' 0 / ROOF DRAIN i • 01.00 / ME; ' Cg #11-11PE 1 i FA 12+18.25, 8.0' 574 01A 99+94, :71 14LID LOCIONG • D i'-.L.,.. 61 LF r 11,tsvc EASINENT 00 312 .• EC STA 1901500,6.80 RT 56 915-566.00 051 294.60 60 '29110 CtLFT (90.198.10 1-1 ; -1 • A.,......._ 3., I I 6,,,.:. . Mid A " " blerandcaur Um= 1 l'.'" 'damm"232"M:17,7131 vom, . in „ 5 ,mo. .1 • 3-1 .4e • II - ALX&.. , . lo• LF e' • PVC EAsOFEND -•• ROOF D09N STUB 0 1.00 IAIN (SEE of F LOT 2 (4603 93.FT) es, edge exec:rein is 1.1' Aciii '611,1" est edge ceecrei. is 1.1' melt CB 112-1111 1 !03 1 ! fit -CITE - 312 STA 10+40, 6.6 T ! : .. ! ! STA 12+ 525, &CCU RN D04.91 . i RAI 99 E II 225.23 EC GROUND 8.08 i I (91 29725 206.11 TRIM TRACT A micatur : I E WT },297.11 nI4St1.01ACE.A2C880 „ ! TRAcT 'A' AUGNIEOT . 1 - -_1 -' 1 --4- . .• . I75.5 If r 0 MCI 1 It 0.5011 • .2811.2-r-4-PNE EC GRCUMITelq DIGOCECTin • 6= .• . • • : e.6 11+00 -24 A 10+00 L 8 8 12103 300 296 292 312 300 301 300 8 4 RIGID PERFORATED MC PIPE LAID LEIRI (ISP) WASHED ROO( 3/4 - 1 1/2 TRENCH X-SECT1ON NIS FUTURE HOUSE PLAN VIEW OF ROOF NTS FUTURE HOUSE DRIVEWAY FINISH GRADE 24 SLOPE WASHED ROCK 3/4 - lit INFILTRATION TRENCH DETAIL 0 SCALE: NOW CONNECT TO LOT ROOF DRAIN STUB 2' X 10' LE1EL TRENCH TM FIFE. W1gERTIRSTAAWFD AT DE TIME OF BUILLING PERMIT arm BASIN OR AREA DRAIN WITH SCUD UD PERFORATED TIGHTLINE STUB OUT 0 SCALE: NONE NOTES 1. SEE SHEET CV FOR LEGEND. 2. CONTRACTOR SHALL REID VERIFY ALL GRADES PRIOR TO CONSTRUCTION. 3. SEE SHEET 941 FOR STANDARD ary OF SIMLA CONSIRUCTION NOTES 4. FUTURE HOUSE F001190 NIXD 10 BE A 8181858 56 15 FEET FROLI PROPOSED INFILTRAION TRENCH. 5. ALL MIMES TO BE RACED UNDERGROUND. HORIZCHTAL GRARIC SCALE 20 10 0 ID 20 IST.T1=== 1 inth + 20 11. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REFERENCE SHEET NO. DR4 SHEET 10 OF 15 SHEETS co 0 _1 z z o_ 0 QW Z IL cc 0 0 CC P .1 312 I CB /10 -TOE 1 i STA 98+ of RT 5r°41"-nni.rfI RI R51 5 I Ftlii ELEV.300.99 E II (0.297.115 IE 191 30650 ! .. .1308 rourx*3mm I ED111-00.267:1T 4 I i i - ..i. 6008 0850 61 Li le*PYC 19 4.0S 60 vim hum cricuOrmmx 04 0880 Oucum-xnut- rem muottoiri ..1304 1296 9020 DRAINAGE PROFILE 100+00 292 101+00 440 TO BE CONNECTED TO PERFORATED 110111391E STUB OUT VERRCAL GRAPHIC SCALE 5 2.5 0 25 5 E2121Zi4 118.+5ft 11010101T GRANOC SCALE 20 10 0 10 20 1 9,01 - 20 Ft. 5 0' 8 5 a inge\j109400—PS—lD .d .03 dszn: NE1/4, SEC. 22—T23N—R4E, W.M. 9O519n Q 144TH O l P1� 1 - N 150' PRIVATE DRAINAGE EASEMENT & SEWER ' LOT 9 i40,037 SQ. Ft.) 1GO' SEWER EASEMENT — ssrs)wn 00.14. , LOT 6 (9,629 SQ. FT.) LOT 3 i;' (7,597 SQ. FT.) 4 01 "' 56>° `E CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 NO, 20 IL LEGEND PROPERTY LINE EASEMENT — ROAD ONTERJLE RIGHT-OF-WAY/ADJACENT PROPERTY INE -�4 X 0 E% DECIDUOUS TREE EOL EVERGREEN TREE TREE TO BE REMOVED TREE TO BE SAVED 1' dA % 8' LONG RENFORCED BLACK RUBBER HOSE CR APPROVED EQUAL DO NOT PLACE WOOD CHIPS AGNNST • TRUNK OR OVER CROWFN OF PLANTS 12 9NAGE GALV. WIRE OR APPROVED SUBSTITUTE TOP OF ROOT BALL TO BE SET AT LEVEL OF THE SURROUNDING SOIL r EARTH SAUCER —EK GROUND Y%2' 3000 STAKE OR /8 REBAR PLANT SCHEDULE SYMBOL BOTANICAL NAME FIRM NAME SOIL MOTU VEDA 50% COMPOST/ 50% NAIVE SOIL AND FERIEJZER. SEE NOTE 4 TREE PLANTING DETAIL NTS ME BURLAP FROM TOP 1/3 OF ROOT BALL ADD r WATERING RING COMMON NAME QTY SIZE REMARKS PRUNUS CERASFERA 'THUNDERCLOUD' PURPLE -LEAFED PUM 9 Y CAL (9114.) B a B LANDSCAPE NOTES 1. CONTRACTOR SHALL BE REEP0N9BLE FOR COORDINATING WOR( WITH OIER STE ILPROW000TS AND COND4IONS PRIOR TO STARTING LANDSCAPE WOR% 2. CONTRACTOR SHALL USE CAUDON MILE EXCAVATING TO AVOID DAMAGE TO MIMES. ADNSE OWNER IMMEDIATELY F MUTES ARE DISTURBED. CALL LOCATION STRIKE PHONE 1-800-424-5555. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING QUANTITIES OF COMPOST AND MUCH WHERE SHOWN ON THE PLAN. 4. ALL TREES SHALL BE FERRULED WITH AGRA TRANSPLANT FER125555 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 5. ALL PLANT MATERIAL SHALL CONFORM TO AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDRIOH. REPLACEMENTS SHALL 8E MADE AT ONCE. 5 ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTAI0ES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAI: A NORMAL 9100451 HABIT. THEY SHALL BE FULL, WELL BRANCHED, WEU PROPORTIONED AND HAVE A NGORQUS ROOT SYSTEM, AND FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND W® FREE SASTITUTI0NS SHALL NOT BE MADE MTHDIJT TIE AUTHORIZATION OF THE OTHER OR OMER'S REPRESENTATIVE 7. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. CONTRACTOR SHALL MAINTAIN AND WATER TREES FOR TWO YEARS AF1ER MAL INSPECTION AND ACCEPTANCE BY THE OMER OR OWNERS REPRESENTAIYE REFERENCE SHEET NO. LD1 SHEET 11 OF 15 SHEETS P Y x x 2 REVISION DESCRIPTION 0 ADD\ma.ln9e\R09a0-P Han Phon L\Wo-Nin9\R09100 - 44 - e 8.144TH STREET PSL b 501,00 n DRAINAGE -EASEMENT SEVERk EASEMENT – — a– PROPOEF-O ENGLE FAMILY ESDE NCE LOT 9 (7,0100. FT.) P PROPOSED SMILE FANCY RENDENCE LOT 8 (0673 SQ. FT.) 10.0' SIDEWALK & I UTILITY EASEMENT L 1EEAsoAwa I I I I L \ \ PRdro9ED SINGLE FAIALY PESDBKE LOT 7 (6.194 SQ. FT.) f �L t MFRS ENGLE RF-SOBSCE LOT 6 (6,611 SQ. FT.) 1 z ELECTRIC SINCE CABINET (PSL UGHIS) 1 - Ti PROPOSED SINGLE FA O, RESIDENCE LOT 5 (6,100 SQ. FT.) DL HOUSE 10.0' 1OEWALK 1 UI0TY EASEMENT E I v • «F- t4 AMOLE RE LOT 4 (0,731SQ. 1T.) PROPOSEDSNOLE PPM, RESDENCE LOT 3 (7,391 SQ. FT.) CALCULATION SUMMARY LABEL DESCRIPTION CALC. TYPE UNITS AVG MAX MIN AVG/MIN MAX/MIN CALMS A LEANNO: F9 0.04 2.40 0.70 4.70 1100 LUMINAIRE SCHEDULE (AREA LIGHTS) SYMBOL —Ego DESCRIPTION PE 8400 ODEA 111.70 100145 QTY 1 LABEL CS. WATTS 122 LUMENS 10647 LLF 00 E TSP BD% 114.14 7080'5 4 PSL 67 4400 0.410 NOTES: ILLUMINANCE CALCULATION SUMMARY: AYRAGE FC•0.94, NAMUR FC -2.6, MN01W 610}0.2 RATIOS AVE/A•N-4.7, MAX/MIN-13 LUMINAIRE SCHEDULE: 1 TYPE CSL• CITY STREET LIGHT, COBRA HEAD, 80UN1180 HT 30 FT. HPS 1008 LAMP, TYPE D (8STPoBU110N GE MODEL 11-400, 1228, 10887 LUMENS, LIF 0.810 1 POLE ROUND AWMNUM, 8 FOOT ARM, FOR TYPE CS. MEET MIT 4 TYPE PSL• PRIVATE STREET UGHT, B07, HONING HT 18 FT. EPS 708 LAMP, TME N NSIRBU11014 GE M00EL 154, 87W, 8400 WRENS LIF 0.810 4 POLE. KUNO AL.UMNUM, 14 NCH ARIA FOR TME PSL STREET LIGHT ELECTRIC SERVICE: PER CITY OF-1UK81LA STANDARD RS -22 SERVICE CABINET PRIVATE STREET LIGHT (PSL): PER 011Y OF TUKWILA STANDARD RS -20 PRIVATE STREET LIGHT ON S 144111 STREET 10 BE MAINTAINED BY TIE DEVELOPMENT. 1LI I NO PARKING FIRE LANE FIRE NOTES 1. MOW/ ORES (6 Dq1) 91NL BE PANTED CUM ON 11E TOP AND SDE MINNOW TIC IDNCTH OF THE DESIGNATED FIM LNC. THE PALEENT ADJACENT 10 THE PANTED OROS 9HN1 BE NANOD NTH A IMAM 15 NOH N MOM MON LETIDND NTN A RIMY 3 NM 811194 STROE IEAOEIQ 141PAIOM:-0'0 INC IE11DM. MAIL E 11110111 NO SPACED AT 10 FOOT 06 POR110N 14EAEDP NIDN4S 2 MUD 0EIBS OR SAME NM01T 0215 MALL HAW A M01.08 r ICC STRIPE PANTED DOMING TRE LENGTH OF 11E [MINUTED FTC WE TIC IMAGE AOAIGDT 10 LEE SUPE SOUL E NAI40D NOI A 111106 14 ICH N WIGHT BLOCK LETIf0 0 8111 A MOMMY 3 NM BRUSH 510E MINIM 1113 PAYOIFFTE LNC 101101NG SNAIL E YELLOW NO SPACED AT 50 FEET OR PINION THEREOF NIERVALS 1 0.14435 SHALL E PANTED NN/01 940)800 SNIPED AS NOTED ABOVE AND FTE LAW SONS 9NALL E 801411ED AS MIMS LEGEND TRAFRC LEITER DETAILS 16 SCALE NONE PROPERTY UNE —ENT — RIGHT OF WAY CENTERLINE RICHT OF WAY/ADJACENT PROPERTY LLE • CORNER SET PROPOSED STRUCTURE (APPROX. LOCATION) HORIZONTAL GRAPHIC SCALE 20 10 0 10 20 1 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REFERENCE SHEET NO. 12 1 SHEET 12 OF 15 SHEETS w CtW J (2) - a QO rn vQ • En V) J uc) ` X -4- 0 oz Z 0 W zQ W u - S z� ujE s,-•2 Y a� U F 0' 0 V A 10 0' REVISION DESCRIPTION 0' Plat \CA00\0mv nge\R09e00—PS-0 Sep 07, 2013 — 7:eeem Hen Pem C\weMnq\HOS ' REFERENCE SHEET SHEET NO. 13 • DTI OF SHE15 ETS MNwR PRINCIPAL f MITER.'�NruIIWIu !!:!Yi W I ,......�., _. �_PR� ` t- °° . STOP ER SHORT PL - S. 144TH S K VILA, WA 981E IETAILS 1 PIA.-FAME a COVER BOITEM VIEW OF COVER u VVASS� . I ��.�a�. a,r--�_„- '`�'s� r Rolts: RRR�����• NFr• "'.....s. i MACHINE EEARN f.:: OVEs ETows �� BEVATMx PROM emEEIT .. a EAEw A VisraM 4juuur �,,,y7.t% iia! POSITIVERT FIT 7= 4.410 wnuwo "`S `�TwDRAY CUSS AD MO SHAn LL =NM. FLAMER TO EPEDIRCATI SE _ • MAUD% MUST BE AFFR-,EDBYTHE P.n., GEN.,'WM-A�NIFORM mxon R � morn sin WIL� � innsv, swe an I b FOST 44XX / 441 TU o 3 MONUMENTS ARE MOANED AT STREET INTERS:MCC. AND BE SET BY A SURVEYOR B.S,Y_EANDMETH� F'ADCRESs�TIFICATCNRESEACHSTANDARD ETO 3E S-1tlAN. 'Pt STREET IMPROVEMENT PLANS. VIEWS AAD 1\ J S •AECTIOMN '� �v.vm..conJ o.M c.v:a.MUST WASHINGTON. SUCH BY THE STATE "s nom_ r 3 ATIVE 3 MEM -HESE E9:111: MIAMI Ina” CEDAR POST SO M N_- WO/ JCS MAY IE AaarED. 1. SIDEWALKS WHERE SHALL BE AMWF.wcF8 FEET WOE ATBUS ARCM AND PULLOUTS. OR TE SPEED NMR IS OVEASS SECTION. FRAME a COVER MB COINED. I. PLACE MPH. OR WHERE A TIM AND SIDEWMA ARE CEMENT CONCRETE OVER TOR SIT MIM. CRUSHED ROOK OR AS SPECIFIED - FlNISH GRADE 7-7 y � K ...Ar.M Ann... IN THE SCORE EM°:A,MIING CURRENT APAA.AYSOOT STANDARD SPECIFIC.... EDDRaGUTTER ORSIDEWALK TOTHE NEAR..MINS curWwIEPIACED WITH NEVA - 1 - Pr" Y y,, STREET MONUMENT y. MAILBOX INSTALLATION • .Mm.,... CRUSHED ROOF City• of am VP YE VER �..•A� city of y'.., SIDEWALK c*.g° .m.: am .R Raw NQ City a,,-o Tukwila �A wNR 3 Tukwila DMD, _ �' IB.,, ,,,�_ E SHELTD„u .NOME E �REETDN `o_o zl Tukwila wN - I,....:ab NAR 12. ..an B.SHELTON 0i STEET MONUMENT DETAIL MAILBOX INSTALLATION DETAIL SIDEWALK SIDEWALK DETAIL 'STOP' SIGN INSTALLATION DETAIL SCALE: NONE % SCALE: NONE O O SCALE: NONE 0, SCALE NOTE l4 O F 2.-7.S-C YN V' LI.LIiii.ti CIO 3,. 4 • CLEAR (MOTH N Xe ----, 4* A. AMOUNT CN PEDESTAL PROVIDED '..71, DESIGNED BY: H. H. PI DRAVA BY: H. H. PI CHECKED BY: PROJ. !MGR _, ,, '''''.°%...,\ m.,� 117.--. :. �' %A •. �..:.r - EIPANSKM JOINT AN. LMILT PATTERN PER ND.C.B.U. PEDESTAL TEMPLATE r E7PAN90N JOINT EXPANSION JOINT MIN N.D.C.D.U. UNIT EXPANSION JOINT g g _'„ � 1 1 ,.. ACM. AA MAO DETAIL • . .A CLAM DETAIL aOnNEEECCDRIWWA� DRAINAGE TCPCGRARKA. DRIVEWAY GIME, ETC. AIKFAVCAMVA WARP._ I0 Mtn MY, § C.O.. SHAM. caws, BON BESTRA THAN YVES... SOO ASI AT LEAST NOME MUST OVER 10 CAVA. PUBLIC _M. - Co.RATE num MC,. a . BETTE, MAN,. SACM 3[0: Pal _ - _ AT NST.RFOUNW. NI, STSE "-4 .2 1-4. 2 riff.. SHALL BE s.� Em NM 0 A.M.( SRAM EC AMERMO in AcCOMANCE WAR �D . ANO _ _ ,ID DM=;�`� D : FRONT SDE 4 7 M.P.? AMS. NAV DEUS.. AREAS WHERE NO CURB EMS. 0 RENOWS OF ....GOMM. CURS GUTIIR OR SIDEWALK SHALL. SAW.. TOTHE NEXTnWT Ann� I. AN AM HMI A H. MA....651./ IN inn Wnnt I.0 OMB SMI S. 5. REMO/. EnSTINLICUMETE CURB SLITTER ...AMA VIATU.S6 ...VGA:Cal. • City of RESIDENTIAL DRIVEWAY a GIry Of RESIDENTIAL DRIVEWAY I ALTERNATE ' (ND.C.B.U.) MALBOX INSTALLATION NEIGHBORHOOD DEL.NERY AND COLLECTION BOX UNIT Mf {` Tukwila a o4444,741, Ire 441442411 a_ o Tukwila R•414 1 12 PER 2007 IOW COUNTY ROAD DESIGN AND CONSTRUCTION gi R D "� N ,� -.a, STANDARDS RGJRE 5-017 SCALE NONE • CALL 48 HOURS DRIVEWAY APPROACH DETAIL BEFORE YOU DIG 1-800-424-5555 o SCALE NONE - 1141 4.4 SECTION TNRU NANDNOLE NOTES: 1. BRACKETS SUPPLIED WITH T H.P.S. SUPFITTER. SPECIFY MOD. 140 FOR 1.25 N.P.B. SLIPFITTER. 2. TWIN BRACKETS ARE LOCATED 1600.0. 3. 1P BASE DIA. POLES REQUIRE 1. -ENC • 413' LING ANCHOR BOLTS WITH A 3114' PROJECT -10K 4. INSTALL STREET LIGHTS BEHIND BIDEWALX. 5. INSTALL JUNCTION BOX EX INTO SIDEWALK. B. SECURE ANCHOR BOLTS IN PLACE BEFORE MORPHS CONCRETE. T. INSTALL BOLTS WITH A MINIMUM OF TWO R) THREADS EXPOSED. B SEE RS.22.AN0 RS28. 9/4,1214.84 TYPICAL LUMINAIRE POLE DETAIL N)raxc 6R8NKRK.1K4T6Am1 AMAMI ONCE 1021-104.11.00019141.1. WED 1.F.AN CY OF 1030 SRO( 0.1101.11, OUT 6 11134.11-61.0.11 WTPER I-MUDS R ww1P .C COMU11,131 RANI ra.101,11.4.01101 R<RTlln ono' w� a FOUNDATION DETAIL City of Tukwila STREET LIGHT POLE 30' & 40' MOUNTING HEIGHT RB -20 06.03 MMT6Ivf10. 08.06 /swum, B. SHELTON IIJ fl S NOTES: PLAB=SE OF COMPONENT SCHEDULE 1. METERBASE: 100 AMR4 JAW. AW 0121314, (WITH BYPASS BLOCKS) (CONTRACTOR TO VERIFY WITH SERVING UTILITY) PANELBOARD 130'240 VAC,100 AMP, 1 PHASE, 3 WIRE, COPPER BUS WESTINGHOUSE BAB BOLTON BREAKERS: 100/2 MAIN 150 ILLUMINATION BRANCH 1 . 30/1 SIGNAL BRANCH 1. 15/1 CONTROL 04T BRANCH - 20/1 GFR BRANCH 3. CONTACTOR: LIGHTING RATED, 30 AMP, 2 POLE, 120 VAC COL 1 REQUIRED 4 DUPLEX RECEPTACLE. 120 VAC, GFI 5. PHOTOCELL BYPASS SWITCH, SPST, 15 MIP, 277 VAC 6. TERMINAL BLOC( TO REMOTE PHOTO ELECTRIC CELL CABINET: NEMA 314 PADMOUNT, IIB' ALUMINUM CONSTRUCTION REMOVABLE EQUIPMENT 000311NG PAN, HINGED OFAJIFRONT 2 SCREENED AND GASKETED VENTS DOORS: HEAVY DUTY CONCEALED HINGES (LIFT-OFF TYPE) STAINLESS STEEL VAULT HANDLES PADLOCKABLE METER DOOR W/POLISHED WARE GLASS WINDOW BEST CX IOC% W/BLUE CONSTRUCTION CORE ON DISTRIBUTION DOOR CLOSED CELL NEOPRENE GASKET, CARO HOLDER FINISH: BARE ALUMINUM OUTSIDE, MASTS POLYESTER POWDER COAT INSIDE MOTIOSCOLE City of Tukwila SERVICE CABINET 08-22 n: 06.03 SH..VA . B. SHELTON / OTE3: 1. THE FOUNDATION SHOWN I8 SPECIFICALLY DESIGNED FORA "HAPCO TYPE' ALUMINUM POLE UP T030' MOUNTING HEIGHT AND 8' MAST ARM. 2 CONCRETE FOR FOUNDATION SHALL BE CLASS B, 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 3. REINFORCING STEEL SHALL CONFORM TO MINIMUM REQUIREMENTS OF ASTM A815 GRACE 60 4. CONTACT CITY OF TUKWILA FOR SECONDARY VOLTAGE AND GROUND LURE 5. FOR SERVICE CONNECTION, CONTACT PROVIDER AT LEAST TWO WORKING DAYS IN ADVANCE. 8. ALL PERMANENT CONDUCTORS SHALL BE COPPER, ALL ELECTRICAL WORKMANSHIP AND MATERIALS SHALL CONFORM TO NATIONAL ELECTRICAL CODE REQUIREMENTS. 1110119 KOLB City of Tukwila LUMINAIRE FOUNDATION SIDEWALK APPLICATION RS -26 m..o.., 06.03 ....oval B, SHELTON CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 REFERENCE SHEET NO. DT2 SHEET 14 OF 15 SHEETS W J Cn C-= GD cc I— o�� in c J_ w 1-; LL k N J Lct CI 5 8 E X x x oa 8 5 0 (CITY OF TUKWILA) GENERAL: 1. AT LEAST ONE WEEN BEFORE BEGRNNG CONSTRUCTION CONTACT PUBLIC WORKS U1911E5 INSPECTOR AND 50RDULE A PR000NS1RUC11ON TEEING 2. 601WY THE 016/1105 INSPECTOR AT 206-433-0179 AT LEAST 48 HOURS (2 WORKING DAYS) BEFORE STARTING PROJECT 91E WORK. & REQUEST A PUBLIC WORK UTILITY INSPECTION AT LEAST 24 HOURS (1 WORKSIG DAY) N ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY. AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS & THE CONTRACTOR SHALL HAVE THE PEATIl(S) AND WROTE/1S. LHE APPROVED PLANS AND A 01RFENT COPY O' CFO OF IUKRIA DEVELOPMENT GLADE11N6 AND DENTIN AND CONSTRUCTION STANDARDS AVAILABLE AT 114E JOB SITE 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS A141 0UNGE5 FROM THE APPROVED PLANS REQUIRE PREAPPROVAL FROM TIE OM ER, THE ENGINEER. AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTOR STANDARDS UNLESS OTHERWISE APPROVED BY 111E PUBLIC WORKS DIRECTOR & CONTRACTOR SHALL REHEAR A CURRENT SET OF RECORD ORANNGS ON-SITE 9. CONTRACTOR SHALL PROVIDE RECORD DRATANGS PRIOR TO PR0.ECT FINAL APPROVAL CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FCR PUBUC WORKS APPROVAL BEFORE IMRFLENTATON. ALL 91RVE11NG FOR PUBLIC FACTURES SHALL BE DONE UNDER THE DIRECTOR OF A WASHINGTON UCE WISED LAND 91RVEYOR. VERTICAL DATUM SHALL BE NAVD 198& FDR PROJECTS VENN A FLOE) CONTROL ZONE. THE PEWITEE SHALL PROMDE CCNVER90N CALCULATORS TO NOVO 1929. HORIZONTAL DATUM SHALL BE STATE PLANE COORDINATES 12. THE CONTRACTOR SHALL REPLACE, CR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. (CITY OF TUKWILA) GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT (ESC) MEASURES ON THE APPROVED PLANS ARE 604999)1 REOUIRE 01415 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES ESTABLISH TIE GEARING UNITS AND INSTALL CONSTRUCTION ENTRANCE 3. BEFORE ANY GROUND DHS JRBANCE OCCURS ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (6C) MUST BE CONSTRUCTED AND IN OPERATING INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4. ESC MEASURES, INCWONG ALL PERIMETER CONTROLS SHALL MAIN IN PUCE UN1L FINAL 911E CONSTRUCTION E COMPLETED AND PERMANENT STADIUZATON IS 6TABIJ1ED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT TILL REMAIN UNIERKDEED FOR SEVEN DAYS OR MORE 6. FROM OCTOBER 1 THROUG1 APRIL 30, PROMDE TEMPORARY AND PERMANENT COVER MEASURE TO PROTECT DISTURBED AREAS THAT TALL REMAIN 1NNTXBRED FOR 1160 DAIS OR MORE IN ADDITION TO COVER MEASURES, EHE CONTRACTOR SHALL, A PROTECT STOCKPILES AMD STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS & ST0Cl06E. ON 91E, ENOUGH COVER 9AT06ALS To COVER ALL DISTIREED AREAS 7. BY OCTOBER & SEED ALL AREAS THAT WILL REMAN UNFORMED DURING THE NET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SET= AREAS. (CITY OF TUKWILA) UTILITY NOTES 1. ALL TRENCH EXCAVATION CITROENS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LANS FOR TRENDIES ALL TRENCH SAFETY SYSTEMS SHALL MEET NW REQUIREMENTS. PLACE POKER, CABLE, FBER OPTICS, AND TELEPHONE LINES N A 1110401 NTH A 5 FEET 9946199 HORIZONTAL SEPARATION FROM OTHER UNDERGROUND 911111100 -. ADJUST ALL MANHOLES, CATCH BASINS AND VALVES N RUNIC RIGHT-OF-WAY OR EASFMO47 AFTER ASPHALT PAVING. (CITY OF TUKWILA) PAVEMENT RESTORATION: 0. 2. COMPACT BA001LL TO COMPACTION OF UNDISTURBED GROUND CR COMPACT BACKER 70 MEET 01Y STANDARDS RESTORE PAVEMENT 10 ns ORIGINAL 60101101 619EDIA1ELY FOLLOWING 6A0E11LNG CR QUER CONCRETE 15 CURED. A EXCEPT FOR VENTER OR 0114FR WEATHER CONOIIONS MEN PREVENT PAVING. COMPLETE PAVING. RESURFACING, OR FA0UTY BEPLAC 011, 1. ON PRINCIPAL ARTERIAL MAJOR OR COLLECTOR STREET WHIN 3 CALENDAR DAYS 2. ON OTHER STREETS WITHIN 7 CALENDAR DAYS. B. FOR WORK PREVENTED WE TO HEATHER 1. PROIDE A TEMPORARY PATCH. 2. PROVIDE A CONSTRUCTOR SCHEDULE ADDRESSING MEANS AND METHODS TO 916612E 'TRAM DISRUPTION AND 10 COMPLETE WORK A5 QUICKLY AS POSSIBLE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 (CITY OF TUKWILA) WORK IN RIGHT-OF-WAY: 1. WHEN ACIDITY IS UNATTENDED. INSTALL A 9GN NTH MINIMUM 1110-1/01 LETTERS' STATING PFRNI7IEE OR COWART NAME, AND DAY AND EVENING PRONE NUMBERS LAIC 11.0&140 2. NS1ALL BARRICADES, SIGNS, WARNING LIGHTS AND SAFETY DEICES 91ES10ENT TO 1401191PUBLIC OF OBSTRUCTION OR TRAFFIC HAZARD. DEICE MUST REMAIN U11111 THE OBSTRUCTION IS GEARED AND THE RIGHT-OF-WAY E RESTORED. TIC 11.0&170.A & MAINTAIN ACCESS TO FIRE STATIONS FIRE 9111RANTS, FRE ESCAPES, AND BRE MERE EQUIPMENT. TMC 11.08.180 4. RARITAN AOCE55 10 PROPERTY ADJOINI40 EXCAVAIBH OR SITE WORK. & PRESERVE AND PROTECT ALL PROPERLY ADJl1NNG EXCAVA1ON OR 91E WORK 6. RESTORE DISTURBANCE TO PRIVATE AND PUBLIC PROPERTY. MHC 11.08.2200 7. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REWIRE THE DIRECTOR'S PREAPPROVAL A UCCR9D1 RAWER SHALL REPLACE DISTURBED MONUMENTS AND MARKERS 8. COMPLY NTH ALL S1A1E AND 01Y LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AR, WATER AND NOISE POLLUTION. TMC 11.08.210 9. INSTALL TEMPORARY 9DEWA4 OR 0108 RAMP IF PERMANENT IS BLOCKED. TMC 11.08.220 10. COVEN OPEN DICAVATON. 8)11 NON -905 01EEL PLATE RAMPED TO ELEVATION OF CONTIGUOUS RIGHT Cf WAY SURFACE. TMC 11.08.220 11, STORE ALL STOCKPILE MATERIAL SHALL BE STORED IN A SAE MANNER TO PROTECT THE PUBLIC (CITY OF TUKWILA) STORM DRAINAGE NOTES. 1. ALL 10111000 AND MATERIALS SHALL MEET 011 OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSIRUG110N STANDARDS AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL UNLESS OTHERWISE APPROVED. 2. MARK ALL STORE DRAIN INLETS 9)11 'DUMP 010 WASTE' AND EITHER 'DRAINS TO MEANS', TRAINS TO 801U1405', OR TRAINS TO GROUNDWATER', A5 APRICA8LE 3. DRIVEWAY CULVERTS SHALL BE d: SUFFICIENT LENGTH 10 PROVIDE A MINIM 3,1 SLOPE FROM THE EDGE OF 114E DRIVEWAY TO THE 601109 OF THE DECK O .6015 SHALL HAVE BEV9ED END SECTIONS THAT MATCH THE 0190E SLOPE 4. SINGLE FAMILY RESIDENCE CONSTRUCTED ON L015 CREATED BY SUBDIW90N MUST PROVIDE DOWNSPOUT NFII1RA1O1 SHOWN ON THE APPROVED PLANS 5. COO DONATE FINAL STUB -OUT LOCATIONS WTI 114E UTILIZES IN9'EC10R PROVE A TIRE OR OTHER DETECTOR DEICE AND MARK 5106 -OUT LOCATION NTH A 5 -FOOT Y X 4' STAKE, BARED 4 -FOOT A140 LABELED 'STORM' OR 'DREW. REFERENCE SHEET NO. SNi SHEET 15 OF 15 SHEETS 5 301 �4 _ P x 8 a gg 5 0 41 8 41 8 8 8 k COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning APPLICATION MATERIALS: ✓ 1. Application Checklist (1 copy) indicating items submitted with application. ✓ 2. Completed Application Form and drawings (4 copies). ✓ 3. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). ✓ 4. One set of all plans reduced to either 8 1/2" x 11" or 11" x 17". ✓ 5. Application Fee: See Land Use Fee Schedule. 6. SEPA Environmental Checklist (for projects with 5-9 lots or cut/fill over 500 cubic yards see SEPA Application Packet) PUBLIC NOTICE MATERIALS: short plats of 5-9 lots are required to provide public notice 7. If the project requires SEPA review or involves a short plat of 5 — 91ots: Payment of a $365 notice board fee to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sian pecifications Handout). i 8. If the project involves a short plat of 5 —9 lots: Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. 9. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. H:\Land Use Applications in PDF Short Plat-Jan2011 for PDF fonnat.doc Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning PROJECT DESCRIPTION AND ANALYSIS: ✓ 10. Title Report: must clearly establish status as legal lot(s) of record, ownership, all known easements and encumbrances, must be dated within 45 days of application filing (two copies). ✓ 11. Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila. Forms are available at the DCD office. 12. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See the Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. ✓ 13. Printed computer plat closure or demonstrated mathematical plat closure on all lots, streets, alleys and boundaries. Allowable error of closure shall not exceed one foot in 5,000 feet. PLAT SURVEY: a template is available from the City in AutoCAD format ✓ 14. (a) The plat survey must include the name of the plat, graphic scale, space for the City of Tukwila file number and north arrow. It shall be drawn with black ink in record of survey format and include the elements listed at TMC 17.04.060(A). This shall be stamped by the surveyor. ✓ (b) Legal descriptions of the existing and proposed lots. ✓ (c) All applicable certificates and approvals (listed on the template, see TMC 17.04.060). ✓ (d) Existing and proposed lot lines shown solid with new lines called out and lot lines to be removed shown dashed. ✓ (e) Lot and block numbers beginning with the number one (1) and numbered consecutively without omission or duplication. ✓ (f) Total lot or parcel sizes and average width of each proposed lot (min 50 ft. for residential). 1 (g) Dash in required setback distances from all parcel lot lines. 1 (h) Fire access lanes and turn-arounds per Fire Department standards. ✓ (i) Location of all tracts to be dedicated to any public or private purpose shall be distinguished from lots intended for general development with notes stating their purpose and limitations. 1 (j) Locations of existing and proposed public street rights-of-way and private access easements. ✓ (k) Location, dimension and purpose of existing and proposed easements. Provide recorded documents which identify the natz..re and extent of existing easements. 1 (1) Vicinity Map with site location, does not have to be to scale. LANDSCAPE PLAN: for 5-9 lot short plats or Planned Residential Developments only 15. (a) Landscape planting plan stamped and signed by a Washington State licensed landscape architect. Plan must include at least one tree in the front yard of each lot and meet Public Works standards (TMC 17.20.030(G)). Plans must include the type, quantity, spacing and location of all plantings. Maximum sheet size 24" x 36". ✓ _ (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). H:V.and Use Applications in PDF\Short Plat-Jan2011 for PDF format.doc Check items submitted with application Information Required. May be waived in unusual cases, upon approval of Public Works and/or Planning SENSITIVE AREAS PLAN: 16. (a) Plan showing the location of all sensitive areas (e.g. streams, wetlands, slopes over 15%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36". - (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. (d) Show proposed lot and tract lines. CIVIL PLANS: - ✓ 17. (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum sheet size 24" x 36". ✓ (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. See http://www.tukwilawa.gov/pubwks/pwpermit.html for further information ✓ (c) Existing (dashed) and proposed (solid) topography at 2' intervals (minimum 20 ft. beyond the property line). 1 (d) Total expected cut and fill for plat buildout. ✓ (e) Existing and proposed utility improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. ✓ (f) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to http://www.tukwilawa.gov/pubwks/pwpermit.html. 1 (g) Locate the nearest existing hydrant and all proposed hydrants. . (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. ✓ (i) Plan, profile and cross-section for any right-of-way improvements. 1 (j) Show access to lots, driveways, parking areas, fire access lanes and turn-arounds. ✓ (k) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. Show the expected location of all new buildings. 1 (1) Show proposed lot, tract and easement lines. H:\land Use Applications in PDF1Short Plat-Jan2011 for PDF format.doc CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplana.ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY SEP 102013 DLVLL(dl'MLN f STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, ,engineer, contractors or other representatives the ri t to enter upon Owner's real property, located at 4-y /�414xx s- /z/1 -1V for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City 's entry upon the property , unl ess the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request fo r ninety (90) or more day s, shall be cause to cancel the application(s) without refund of fees. ss � � EXECUTED at '�yI l/t(a.k-Wf �(city), 1A/a(state), on J1a-ti 7. 20_0_ Print Name Address Phone Number Signature -r2 JAJ ves 72m 1 T 6 o &t r 71,1 J/ c /1, w,l f f/f( i / L On this day personally appeared before me vat _T v 1 h to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the sam e as his/her voluntary act and deed for the uses and purposes mentioned therein. I`� �y, SUBSCRIBED AND SWORN TO BEFORE ME ON .1 S 1 TIS DAY OF M.otory „,f+ubilc Star of Washington DA IM MARIE BLAS My Appointment Expirios Sip 24, 2011 NOTARY PUBLIC in and for the State i f Washington esiding at t utV tl01 Iy Commission expires on 20 . 2L1-1101) CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planningra TrrkwilaWA.gov SHORT PLAT F, < APPLICATION FOR STAFF USE ONLY Permits Plus T s e: - P -SS` Planner: � tote Itailif File Number: L 11,--• 0 4 Application Complete Date: i o 1 Li /'i (- Project File Number: ':,L_)(,'3') 6/6 Application Incomplete Date: Other File Numbers: / �.J NAME OF PROJECT/DEVELOPMENT: FOSTER SHORT PLAT LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 44XX / 4419 S. 144th Street LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0040000375 & 0040000380 DEVELOPMENT COORDINATOR : The individual who: • has decision mu-.ing authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Han Phan, PE Address: 5130 S. 166th Lane, SeaTac WA 98188 Phone: (206) 229-6422 FAX: E-mail: PBG.ENGR@yahoo.com H:U.and Use Applications in PDF\Short Plat-Jan20I 1 for PDF format.doc RECEIVED CITVOF TUKWILA SEP 10 2013 PERMIT CENTER FOSTER SHORT PLAT CITY OF TUKWILA FILE NO. L13-041 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@tukwila.wa.us ound brass disk w/punch mark in concrete in case - 12/18/09 S8T49'10"E 659.69' (c) 42nd Ave. South N87'49'10"W 644.67' (c) 644.75' (P) PROPERTY NOTES: 1. TRACT A AS AN ACCESS ROAD IS BE SIGNED "FIRE LANE - NO PARKING" ON BOTH SIDES. 2. A FIRE HYDRANT IS TO BE NO FURTHER THAN 250 FEET FROM ALL STRUCTURES AS MEASURED BY VEHICULAR TRAFFIC. 3. ALL UTILITIES INCLUDING POWER ARE REQUIRED TO BE UNDERGROUND, PER CITY OF TUKWILA ORDINANCE. 4. LANDSCAPING REQUIREMENTS: ALL LOTS WILL BE REQUIRED TO PLANT ONE (1) TREE IN THE FRONT YARD. LOTS WITH MULTIPLE FRONTS SHALL ADD A TREE TO THE FRONT WHERE THE FRONT DOOR IS LOCATED. 5. TOTAL AREA : LOTS 6 AND 7 AREA = 80,176 sf ± or 1.84 acres ± 6. AVERAGE LOT WIDTH 15' Sewer Easement Rec. # LOT 1 = 86' LOT 2 = 54' LOT 3 = 62' LOT 4 = 66' LOT 5 = 64.5' LOT 6 = 65' LOT 7 = 57' LOT 8 = 64' LOT 9 = 68' 128.2' South 144th Street LEGEND ® Concrete Monument in Case X Tack in Lead or Nail & Disk O set rebor w/cap #23604 O Found pipe or rebar Existing fire hydrant BSBL Building Setback Line c c 0 o V N A 0 N G) E 0 V w 1 I 15' BSBL 'PRIVATE 10' SIDEWALK & 1 I UTILITY EASEMENT REC. m MI' LOT 9 o ( Im (7,037 s1 t) ADDRESS: #14403 I IN 5' BSBL S87'49 0'E rti 103.50' y �m 5' BSBL S87'49'10"E (Basis of Bearing - Assumed) S87'49'17"E (KCAS) 1319.35' (m) 1319.50' (P) 1318.94' (KCAS) ET CONTRETE MONUMENT IN CASE - 3/5/15 SO1'0$'52"W 20.00 F-S87'49'10"E S87'49'10"E 12.50 257.87' (c) 0 129.37' 10' PUBLIC SIDEWALK & UTILITY EASEMENT (NUMBER 1) REC. # 103.50' S87'49'10"E 0.7' east 20' Private Drainage Easement Rec. #____ Survey Notes: 1. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with a six second theodolite and electronic measuring device, supplemented by a steel tape. This survey meets or exceeds the standards contained in WAC 332-130-090. 2. REFERENCES PLAT OF ADAMS HOME TRACTS, VOL.11/31 ROS 81/218 south end 6' chain link fence 1.4' north & 0.6' west of set rebor w/cap DETAIL A NTS 0 set rebor w/cop 2.00' offset east hv. (5) 0.2' east - 25' Private Drainage Easement Rec. set rebor w/cap 2.00' offset east est end 4' chain link fence is 1.2' north of set rebor w/cap orth end 5' chain link to south is 0.4' north & 0.4' east of set rebor w/cop ?o \ !-!3,II ILOT(6,623 �8 I I ADDRESS: #14405 Ed 11 (s)m 5' BSBL ▪ I I 1 587'4 19 0'E in 103.50'_ r-7.-1 • 5' BSBL I_• LOT 7 I In (6,598 sf t) co \\\ ADDRESS: #14407 m 5' utility easement 1 N Red\#----- _ 1 I _ 5' BSBL \o 9.00'1 65.00' w 7 N O � O P N -o 0 z/ u� -/-.--Restrictive Covenant KC#20140528001287 L co 00 (16) 44.14' o S8T57 43"E o N X_ -27'0 BSBL i1 25.00 q1 m w 1 coo o 44 ,-a r z 0 O '0 . r G V Z I O • O L z ,' Ro - �00 '� 47.3 S87'51'43" I 5' utility easement 156.50' Rec. #-------- 64.50' '7`- 66.00' S87'51'43"E m Imo_ PRIVATE 10' SIDEWALK 10' BSBL & UTILITY EASEMENT 7.5' -� REC. #_ 51 3' RECORDING NO. VOL./PAGE SCALE: 1 inch = 30 ft. 111111 0 30 I t I I I 40 PORTION OF NW_1/4 of _NE /4., S. 22 _ T. 23_N., R._4_E., W.M. irnonumented CL 143.5' Im LOT 1 m M rn (17,453 sf t.) I� 'n o Existing House #4419 to remain 58.6' S88'49'58"E h Found Brass disk w/punch mork in-\\ 70.2' concrete in case - 12/18/09 401.81' (c) N87'49'10"W 386.80' (c) 386.85' (P) ound rebor w/cap #10708 at calculated corner position; east end wood fence is 0.8' west 0 N set 2"x 2" w/tack Approx. location north end old chain link fence is 8.4' west; fence falling down in this area Set rebor w/cap 2.00' o/s SW / 4i o �% O ry0 1') DDRESS: #4 /=rye /qt./ E-7-` 4 LOT 2 / (' (6,903 sf *.) / ADDRESS: 14418 set tock in wood dem set 2"x 2" w tack 20' BSL 20.1' / �_5' BSBL - 27.34'- PO S87'51'43"E 82.30' S8751 43 E l f10' sidewalk & utility Rec. #_ 20' BSBL eosemen 1'No. 2) 20' BSBL 0 62.30' -0 S87'51'43"E #14409 ADDRESS: #1441103 ADDRESS: #14414 I -. 3 o N I 0 m LOT6 �u) J f c0 cn D o m LOT 5 LOT 4 (6,629 sf t.) I- _ (6,578 sf t) 0 0 m i n n (4,0"1 h (6,731 sf t) S) mIr -set rebar w/cap 4.00' offset north co ADDRESS: 10' BSB 65.00' set rebor w/cap 4.00' offset north 10' BSBL 64.50' 10' BSBL 20' BSBL ADDRESS: #14416 - IN LOT 3 (7,597d t) n /set rebar w/cap 4.00' offset north 10' BSBL 62.26' N87'51'43"W SEE DETAIL A (15) 66.00' 257.76' 0 west edge concrete chain link fence is 5.3' west set 2"x 2" w/tack west edge concrete is 1.1' west Existing House west edge concrete is 1.1' west c,-;°40 o° z (8) southd chain link fence/ comer/'•�� (S ->E) chem link fence is 0.2' est ��/ `G PSP149 JDA DETAIL C 0 (14) SURVEY FOR: DWNER(S), ORCAS HOMES ADDRESS, 1100 DEXTER AVE NORTH SUITE 275 PHONE, 206-669-6302 CITY/STATE/ZIP: SEATTLE, WA 98109 SEE DETAIL C 1 (13) corner (N->E)chain link fence is 3.1' east & 0.4' north of set rebar w/cap 3.1' 0 hoin link fence is 0.8' south 15' 46th Ave. South SCHROETERle LAND SURVEYING PROFESSIONAL LAND SURVEYORS PD. Box 813, Seohurst, Washington 98062 (206) 242-6621 FAX (206)243-9679 DWN. BY LAW DATE 2/2/15 DATE FIELD 1/6/15 JOB NO. 564/2 PROJECT NO. 09082SP CHKD. BY Revised 5/1/15 SCALE 1" = 30' SHEET 3 OF 3 FOSTER SHORT PLAT CITY OF TUKWILA FILE NO. L13-041 City of Tukwila Department of Community Development 6300 Soothcenter Boulevard, Tukwila, WA 98188 Telephone (206)431-3670 FAX (206) 4314665 E-mail: tukplan@tukwlla.wa.ua (NEW LEGAL DESCRIPTIONS CONTINUED) LOT 7 THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 132.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'49'10" EAST 103.50 FEET; THENCE SOUTH 01'08'52" WEST 36.70 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.76 FEET; THENCE NORTH 87'51'43" WEST 44.14 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET; THENCE NORTH 87'51'43" WEST 39.00 FEET TO THE WEST UNE OF SAID TRACT 6; THENCE NORTH 01'08'52" EAST, ALONG SAID WEST UNE, 77.13 TO THE TRUE POINT OF BEGINNING. TOGETHER WITH TRACT A FOR ACCESS AND UTILITIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBER TOGETHER WITH A 20' PRIVATE DRAINAGE EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER SUBJECT TO A 25' PRIVATE DRAINAGE EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER SUBJECT TO AND TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER LOT 8 THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42140 AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144111 STREET, 659.69 FLET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6. 68.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'49'10" EAST 103.50 FEET; THENCE SOUTH 01'08'52" WEST 64.00 FEET; THENCE NORTH 87'49'10" WEST 103.50 TO THE WEST LINE OF SAID TRACT 6; THENCE NORTH 01'08"52' EAST, ALONG SAID WEST UNE, 64.00 TO THE TRUE POINT OF BEGINNING. TOGETHER WITH TRACT A FOR ACCESS AND UTILITIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBER TOGETHER WITH AND SUBJECT TO A 20' PRIVATE DRAINAGE EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER SUBJECT TO AND TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER LOT 9 THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET, THE NORTHWEST CORNER OF SAID TRACT 6 AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST LINE OF SAID TRACT, 68.00 FEET; THENCE SOUTH 87'49'10" EAST 103.50 FEET; THENCE NORTH 01'08'52" EAST 68.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET; THENCE NORTH 87'49'10" WEST, ALONG SAID SOUTH MARGIN, 103.50 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH TRACT A FOR ACCESS AND UTIUTIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO. TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBER TOGETHER WITH AND SUBJECT TO A 20' PRIVATE DRAINAGE EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER SUBJECT TO AND TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER PRIVATE TRACT A: ACCESS AND UTILITIES EASEMENT MAINTENANCE AGREEMENT RECORDED UNDER RECORDING NO. (TRACT A: EACH LOT SHALL HAVE AN UNDIVIDED 1/9 INTEREST IN TRACT A AND BY RECORDING OF THIS PLAT GRANT EACH OTHER AN EASEMENT FOR ACCESS PURPOSES) THAT PORTION OF TRACTS 6 AND 7. BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KI140 COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET, THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 87'49'10" EAST, ALONG SAID SOUTH MARGIN 103.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID MARGIN, SOUTH 87'49'10" EAST 25.00 FEET; THENCE SOUTH 01'08'52" WEST 169.37 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT, WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.07 FEET; THENCE SOUTH 87'51'43" EAST 47.34 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET; THENCE NORTH 87'51'43" WEST 156.50 FEET; THENCE NORTH 01'08'52" EAST 20.00 FEET; THENCE SOUTH 87'51'43" EAST 44.14 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.76 FEET; THENCE NORTH 01'08'52" EAST 168.70 FEET TO THE SOUTH MARGIN SAID SOUTH 144TH STREET AND THE TRUE POINT OF BEGINNING. 20' PRIVATE DRAINAGE EASEMENT RECORDING NUMBER THAT PORTION OF TRACT 6, BLOCK 3. ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT iAARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOJTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6 AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01'08'52" WEST, ALONG THE WEST UNE OF SAID TRACT 6, 122.00 FEET; THENCE S)UTH 87'51'43" EAST 20.00 FEET; THENCE NORTH 01'08'52" EAST 122.00 FEET TO THE NORTH LINE OF SAID TRACT 6; THENCE NORTH 87'49'10" WEST, ALONG SAID NORTH UNE, 20.00 FEET TO THE WEST LINE OF SAID TRACT 6 AND THE TRUE POINT Of BEGINNING. 15' SEWER EASEMENT RECORDING NUMBER THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS. ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS F)LLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144T1- STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6 AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTI- 01'08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 163.48 FEET; THENCE SOUTH 43'51'08" EAST 55.15 FEET; THENCE NORTH 01'08'52" EAST 12.68 FEET; THENCE SOUTH 87'51'43" EAST 8.69 FEET; THENCE NORTH 43'51'08" WEST 46.22 =EET; THENCE NORTH 01'08'52" EAST 156.99 FEET TO THE NORTH LINE OF SAID TRACT 6; THENCE NORTH 87'49'10" WEST, ALONG SAID NORTH LINE, 15.00 FEET TO THE WEST LINE OF SAID TRACT 6 AND THE TRUE POINT OF BEGINNING. vi 42nd Ave. South South 144th Street SITE 0 South 146th Street VICINITY nts SURVEY FOR: OWNER(S): ORCAS HOMES ADDRESS, 1100 DEXTER AVE NORTH SUITE 275 PHONE, 206-669-6302 CITY/STATE/ZIP,SEATTLE, WA 98109 RECORDING NO. VOL./PAGE PORTION OF _NW_1/4 of _NE -1 /4, 5._22 _ T. 23 N., R. 4 _E., W.M. PRIVATE 25' DRAINAGE EASEMENT KING COUNTY RECORDING NUMBER 25' PRIVATE DRAINAGE EASEMENT THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42140 AVENUE SOUTH AND SOUTH 14411-1 STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 184.12 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'51'43" EAST 39.00 FEET; THENCE SOUTH 01'08'52" WEST 25.00 FEET; THENCE NORTH 87'51'43" WEST 39.00 FEET TO THE WEST LINE OF SA;D TRACT 6; THENCE NORTH 01'08'52 EAST, ALONG SAID WEST LINE, 25.00 FEET TO THE TRUE POINT OF BEGINNING. PUBLIC SIDEWALK AND UTILITY EASEMENTS KING COUNTY RECORDING NUMBER 10' SIDEWALK AND UTILITY EASEMENT THE NORTH 10.00 FEET OF TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON. PRIVATE SIDEWALK AND UTILITY EASEMENT THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 10.00 FEET TO THE SOUTH LINE OF THE NORTH 10 FEET OF TRACT 6; THENCE SOUTH 87'49'10" EAST 93.49 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 01'08'52" WEST 163.88 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 10.00 FEET, AND ARC OF 15.88 FEET; THENCE NORTH 87'51'43" WEST 44.32 FEET; THENCE SOUTH 01'08'52" WEST 5.00 FEET; THENCE SOUTH 87'51'43" EAST 44.14 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.76 FEET; THENCE NORTH 01'08'52" EAST 158.70 FEET TO A POINT ON THE SOUTH UNE OF THE NORTH 10.00 FEET OF TRACT 6; THENCE NORTH 87'4910" WEST 10.00 FEET TO THE TRUE POINT OF BEGINNING; ALSO THAT PORTION OF TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 1441H STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 10.00 FEET TO THE SOUTH LINE OF THE NORTH 10 FEET OF SAID TRACTS; THENCE SOUTH 87'49'10" EAST, ALONG SAID SOUTH LINE, 128.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 01'08'52" WEST 159.37 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A A RADIUS OF 20.00 FEET, AN ARC OF 31.07 FEET; THENCE SOUTH 87'51'43" EAST 47.34 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET; THENCE NORTH 87'51'43" WEST 156.50 FEET; THENCE SOUTH 01'08'52" WEST 10.00 FEET; THENCE SOUTH 87'51'43" EAST 161.50 FEET; THENCE NORTH 01'08'52" EAST 35.00 FEET; THENCE NORTH 87'51'43" WEST 52.17 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WIT H A RADIUS OF 10.00 FEET, AN ARC OF 15.54 FEET; THENCE NORTH 01'08'52" EAST 164.19 FEET TO THE SOUTH LINE OF THE NORTH 10.00 FEET OF SAID TRACTS; THENCE NORTH 87'49'10" WEST, ALONG SAID SOUTH UNE, 10.00 FEET TO THE TRUE POINT OF BEGINNING. SCHROETEReLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.D. Box 813, Seahurst, Washington 98062 (206) 242-6621 FAX (206)243-9679 DWN. BY LAW DATE 1/18/10 DATE FIELD 12/22/09 JOB NO. 564/2 PROJECT NO. 09082SP CHKD. 8Y revised 5/1/15 SCALE SHEET 2 of 3 FOSTER SHORT PLAT CITY OF TUKWILA FILE NO. L13-041 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313870 FAX (206) 431-3665 E-mail: tukplanQtukwila.wa.us 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 plot. The undersigned further declare this short plot to be the graphic representation of said short subdivision and the same is mode with the free consent and in accordance with the desire of the owner(s). IN WITNESS WHEREOF we set our hands and seals. State of Washington County of On this day personally appeared be fore me to me known to be the individual who executed the foregoing instrument and acknowledged the he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand o seal this day of Signature Name as commissioned Title My appointment expires APPROVALS KING COUNTY FINANCE DIVISION I certify that all property taxes are paid and that a deposit has been made in sufficient amount to pay the taxes for the following year; that there are no delinquent special assessments certified to this office for collection; and that all special assessments on any of the property herein dedicated as streets, alleys, or for other public use are paid in full. This day of 20 King County Treasurer Deputy King County Treasurer RECORDER'S CERTIFICATE filed for record this day of 20 at M in book of of page at the request of Mgr. Supt. of Records TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL DEPARTMENT OF ASSESSMENTS Reviewed and approved by the Short Subdivision Committee and Examined and approved this hereby certified for filing this day of 20 Chairperson, Short Subdivision Committee day 20___ Assessor Deputy Assessor Account Number 0040000375 & 0040000380 RECORDING NO. VOL./PAGE PORTION OF _NW_1/4 of _NE_1/4, S._22 _ T. 23 N., R. 4 _E., W.M. EXISTING LEGAL DESCRIPTION TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON. NEW LEGAL DESCRIPTIONS LOT1 THAT PORTION OF TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 87'49'10" EAST, ALONG SAID SOUTH MARGIN, 128.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTH MARGIN, SOUTH 87'49'10" EAST 129.37 FEET TO THE EAST LINE OF SAID TRACT 7; THENCE SOUTH 01'10'02" WEST, ALONG THE EAST LINE OF SAID TRACT 7, 59.93 FEET; THENCE NORTH 88'49'58" WEST 25.00 FEET; THENCE SOUTH 25'20'49" WEST 139.88 FEET; THENCE NORTH 87'51'43 WEST 27.34 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.07 FEET; THENCE NORTH 01'08'52" EAST 169.37 FEET TO THE SOUTH MARGIN OF SOUTH 144111 STREET AND THE TRUE POINT OF BEGINNING. TOGETHER WITH TRACT A FOR ACCESS AND UTILITIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO. TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER LOT 2 THAT PORTION OF TRACT 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF TRACT 6 SAID PLAT; THENCE SOUTH 87'49'10" EAST, ALONG SAID SOUTH MARGIN, 257.87 FEET TO THE EAST LINE OF SAID TRACT 7; THENCE SOUTH 01'10'02" WEST, ALONG THE EAST LINE OF SAID TRACT 7, 59.93 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST LINE, SOUTH 0110'02" WEST 129.00 FEET; THENCE NORTH 87'51'43" WEST 82.30 FEET; THENCE NORTH 25'20'49" EAST 139.88 FEET; THENCE SOUTH 88'49'58" EAST 25.00 TO THE EAST LINE OF SAID TRACT 7 AND THE TRUE POINT OF BEGINNING. TOGETHER WITH TRACT A FOR ACCESS AND UTILITIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO. TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER LOT 3 THAT PORTION OF TRACT 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 87'49'10" EAST, ALONG SAID SOUTH MARGIN, 257.87 FEET TO THE EAST LINE OF SAID TRACT 7; THENCE SOUTH 0110'02" WEST, ALONG THE EAST LINE OF SAID TRACT 7, 188.93 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST LINE, SOUTH 01'10'02" WEST 122.00 FEET TO THE SOUTH LINE OF SAID TRACT 7; THENCE NORTH 87'51'43" WEST, ALONG THE SOUTH LINE OF SAID TRACT 7, 62.26 FEET; THENCE NORTH 01'08'52" EAST 122.00 FEET; THENCE SOUTH 87'51'43" EAST 62.30 FEET TO SAID EAST LINE OF TRACT 7 AND THE TRUE POINT OF BEGINNING. TOGETHER WITH TRACT A FOR ACCESS AND UTILITIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER LAND SURVEYOR'S CERTIFICATE 1, Richard L. Schroeter, 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 thereon correctly, and that monuments other than those monuments approved for setting at a later date, have been set. Iot corners staked on the ground as depicflur•tr9e nt 1�� urzae.4f SURVEY FOR: OWNER(S), ORCAS HOMES ADDRESS, 1100 DEXTER AVE NORTH SUITE 275 PHONE, 206-669-6302 CITY/STATE/ZIP,SEATTLE, WA 98109 (NEW LEGAL DESCRIPTIONS CONTINUED) LOT4 THAT PORTION OF TRACT 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 87'49'10" EAST, ALONG SAID SOUTH MARGIN, 257.87 FEET TO THE EAST LINE OF SAID TRACT 7; THENCE SOUTH 01'10'02" WEST, ALONG THE EAST UNE OF SAID TRACT 7, 188.93 FEET; THENCE NORTH 87'51'43" WEST 62.30 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01'08'52" WEST 102.00 FEET TO THE SOUTH LINE OF SAID TRACT 7; THENCE NORTH 87'51'43" WEST, ALONG SAID SOUTH LINE, 66.00 FEET; THENCE NORTH 01'08'52" EAST 102.00 FEET; THENCE SOUTH 87'51'43" EAST 66.00 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH TRACT A FOR ACCESS AND UTILITIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO. _ TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS _ TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER LOT 5 THAT PORTION OF TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 209.13 FEET; THENCE SOUTH 87'51.43" EAST 65.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 87'51'4Y EAST 64.50 FEET; THENCE SOUTH 01'08'52" WEST 102.00 FEET TO THE SOUTH LINE OF SAID TRACTS 6 AND 7; THENCE NORTH 87'51'43" WEST, ALONG SAID SOUTH LINE, 64.50 FEET; THENCE NORTH 01'08'52" EAST 102.00 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH TRACT A FOR ACCESS AND UTILITIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS _ TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER LOT 6 THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144111 STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST UNE OF SAID TRACT 6, 209.13 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'51'43" EAST 65.00 FEET; THENCE SOUTH 01'08'52" WEST 102.00 FEET TO THE SOUTH LINE OF SAID TRACT 6; THENCE NORTH 87'51'43" WEST, ALONG THE SOUTH LINE OF SAID TRACT, 65.00 FEET TO THE WEST LINE OF SAID TRACT; THENCE NORTH 01'08'52' EAST, ALONG SAID WEST LINE OF TRACT 6, 102.00 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH TRACT A FOR ACCESS AND UTILITIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER_______ SUBJECT TO AND TOGETHER WITH A 15 FOOT DRAINAGE EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBERS TOGETHER WITH A 25' PRIVATE DRAINAGE EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER SCHROETER6PLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Senhurst, Washington 98062 (206) 242-6621 FAX (206)243-9679 OWN. BY LAW DATE 1/18/10 DATE FIELD 12/22/09 J08 NO. 564/2 PROJECT NO. 09082SP CHKD. BY Revised 5/1/15 SCALE SHEET 1 OF 3 (,t$• ONl FOSTER SHORT PLAT CITY OF TUKWILA FILE NO. L13-041 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206)4314670 FAX (206) 4314665 E4naii: tukplentukwUa.wa.us ound brass disk w/punch mork in concrete in case - 12/18/09 S87'49'10"E 659.69' (c) 42nd Ave. South N87'49'10"W 644.67' (c) 644.75' (P) PROPERTY NOTES: 1. TRACT A AS AN ACCESS ROAD IS BE SIGNED "FIRE LANE - NO PARKING" ON BOTH SIDES. 2. A FIRE HYDRANT IS TO BE NO FURTHER THAN 250 FEET FROM ALL STRUCTURES AS MEASURED BY VEHICULAR TRAFFIC. 3. ALL UTILITIES INCLUDING POWER ARE REQUIRED TO BE UNDERGROUND, PER CITY OF TUKWILA ORDINANCE. 4. LANDSCAPING REQUIREMENTS: ALL LOTS WILL BE REQUIRED TO PLANT ONE (1) TREE IN THE FRONT YARD. LOTS WITH MULTIPLE FRONTS SHALL ADD A TREE TO THE FRONT WHERE THE FRONT DOOR IS LOCATED. 5. TOTAL AREA : LOTS 6 AND 7 AREA = 80,176 sf ± or 1.84 acres ± 6. AVERAGE LOT WIDTH LOT 1 = 86' LOT 2 = 54' LOT 3 = 62' LOT 4 = 66' LOT 5 = 64.5' LOT 6 = 65' LOT 7 = 57' LOT 8 = 64' LOT 9 = 68' NOTE: FUTURE HOUSE ON LOT 9 SHALL HAVE THE FRONT DOOR FACING SOUTH 144TH STREET c 0 E 0 0 w 0 ° 0 c c0 co N �O °m m u> in 00 A -co . N 0 0 °1 0 a m ND ti 15' Sewer Easement 0 N Rec. #20150602000544 0.7' east 20' Private Drainage Easement- Rec. #20150603000032 set rebar w/cap Survey Notes: 1. Field data for this survey was obtained by direct field measurements. Angular and linear relationships were measured with o six second theodolite and electronic measuring device, supplemented by a steel tape. This survey meets or exceeds the standards contained in WAC 332-130-090. 2. REFERENCES PLAT OF ADAMS HOME TRACTS, VOL.11/31 ROS 81/218 south end 6' chain link fence 1.4' north & 0.6' west of set rebar w/cap DETAIL A NTS 2.00' offset east ai 0 (5)` 1p O M 0.2' east z Storm Water Drainage Easement Rec. #20150603000031 25' Private Drainag Easement Rec. #20150603000045 set rebor w/cap 2.00' offset east .l 128.2' LEGEND ® Concrete Monument in Case ) Tack in Lead or Nail & Disk O set rebor w/cap #23604 O Found pipe or rebar Existing fire hydrant S BSBL Building Setback out tret S87'49'10"E (Baof Bea Bearing - As ume S87'49'17"E (KCAS) 1319.35' (m) 1319.50' (P) 1318.94' 8(KCAS) SET CONCRETE MONUMENT IN CASE - 10' PUBLIC SIDEWALK & SO1'08'52"W UTILITY EASEMENT REC. I 20.00' #20150430000399 103.50' _j S87'49'10"E I 15 BSBL 10' PRIVATE SIDEWALK UTILITY EASEMENT J REC. #20150603000046 J LOT 9 (7,037 sf 3) m ADDRESS: #14403 N 5' BSBL S87'4910 E J S87'49'10"E 12.50' 25.00' 103 50' m 5' BSBL ��N LOT 8 I ADDRESS: sf t) #14405 m (6)m N 5' BSBL S87'4 19 0'E 103.50' m5' BSBL LOT 7 ▪ (6,598 sf ±) ADDRESS: #14407 J N m 0 0 z m 4414 0 S87'51•43"E 0 est end 4' chain link fence is O 20 BSBL J w o z 1� Y CN-300 O S87'51'43"E 156.50' S87'51 43"E66.00' S87'514 "E RIVATE SIDEi -LICE UTI[ITYTASEMEN REC. #20150603000046 20' BSBL 257.87' c) S87'49'1c 0 129.37 J Line 3/5/15 7 - RECORDING NO. VOL./PAGE SCALE: 1 inch = 30 ft. 111111 1 1 1 1 1 0 30 60 PORTION OF _NW _1 /4 of _NE _1 /4, S. 22 _ T. 23 N., R._4 _E., W.M. monumented PRIVATE 10' SIDEWALK 10 BSBL & UTILITY EASEMENT 7,5' -. REC. #20150603000046 LO 51.3 l (17,453 sf 3) 58.6' 143.5' (�' 1N Existing House #4419 to remain o iots 20.1' i BSBL -27.34 47.34 ADDRESS: #14409 1 3 03 LOT 6 m � � co m�0a> (6,629 sf *.) lo;53) 1 � a> 1.2' north of set rebar w/cap orth end 5' chain link to south is 0.4' north &' 0.4' east of set rebar w/cap (16) fl +-Restrictive Covenant KC#20140528001287 10' BSBL 65.00' ADDRESS: #14411 LOT 5 (6,578 sf 3) set rebar w/cop 4.00' offset north 10' BSBL N87'51'43"W 64.50' 20' BSBL ADDRESS: #14414 La LOT 4 (-set(6,731 sf rebar w/cap 4.00' offset north d. 10' BSBL 66.00' 257.76' SEE DETAIL A (15) ij 1 J in e '49'58"E (2)// j/IO' BSB rya (7) /=rye �. LOT 2 0; (6,903 s' 3.) o>'et20' ADD BSBRELSS: 14418 set 2"x 2" w/tack 70.2' 401.81' (c) N87'49'10"W 386.80' (c) 386.85' (P) ound rebar w/cap #10708 of calculated corner position; east L end wood fence is 0.8' west Found Brass disk w/punch mark in--\\ concrete in case - 12/18/09 set 2"x 2" w/tack Approx. location north end old chain link fence is 8.4' west; fence falling down in this Oreo Set rebar w/cap 2.00' o/s SW S87'51'43"E 82.30' o s- 62.30' o I b S87'51'43"E 20' BSBL ADDRESS: #14416 LOT m1 (7,597 sf 3) In 1 et rebar w/cap � 4.00' offset north 10_ BSBL 62.26' SEE DETAIL C (14) SURVEY FOR: (MER(S), ORCAS HOMES ADDRESS, 1100 DEXTER AVE NORTH SUITE 275 206-669-6302 PHONE, CD � M= z chain link fence is 5.3' west set 2"x 2" w/tack west edge concrete is 1.1' west Existing House west edge concrete is 1.1' west est edge concrete (8) south end chain link fence/ corner (S ->E) chain link fence is 0.2' west �oM� POPMg °'44(.31 0 DETAIL C 0 4' (13) corner (N->E)chain link fence is 3.1' east & 0.4' north of set rebar w/cap 3.1' 0 hain link fence is 0.8' south 15' 46th Ave. South SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS PA. Box 813, Seahurst, Vashington 98062 (206> 242-6621 FAX (206)243-9679 DWN. BY LAW DATE 2/2/15 DATE FIELD 1/6/15 JOB NO. 564/2 PROJECT NO. 09082SP CITY/STATE/ZIP,SEATTLE, WA 98109 CHKO. BY Revised 6/2/15 t73 ' 0 til FOSTER SHORT PLAT CITY OF TUKWILA FILE NO. L13-041 City of Tukwila Department of Community Development 6300 Southcenter Boulevard. TukwHa, WA 98188 Telephone (206) 4314670 FAX (206) 43138655 E-mail: tukplandtukwlia.wa.ua (NEW LEGAL DESCRIPTIONS CONTINUED) LOT7 THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 132.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'49'10" EAST 103.50 FEET; THENCE SOUTH 01'08'52" WEST 36.70 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.76 FEET; THENCE NORTH 87'51'43" WEST 44.14 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET; THENCE NORTH 87'51'43" WEST 39.00 FEET TO THE WEST LINE OF SAID TRACT 6; THENCE NORTH 01'08'52" EAST, ALONG SAID WEST LINE, 77.13 TO THE TRUE POINT OF BEGINNING. TOGETHER WITH TRACT A FOR ACCESS AND UTILITIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20150603000047; TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTIUTY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603000046; TOGETHER WITH A 20' PRIVATE DRAINAGE EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603000032 AND 20150603000033; SUBJECT TO A 25' PRIVATE DRAINAGE EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603000045; SUBJECT TO AND TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150602000544. LOT 8 THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 68.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'49'10" EAST 103.50 FEET; THENCE SOUTH 01'08'52" WEST 64.00 FEET; THENCE NORTH 87'49'10" WEST 103.50 TO THE WEST UNE OF SAID TRACT 6; THENCE NORTH 01'08"52' EAST, ALONG SAID WEST UNE, 64.00 TO THE TRUE POINT OF BEGINNING. TOGETHER WITH TRACT A FOR ACCESS AND UTILITIES. MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20150603000047; TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTIUTY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603000046; TOGETHER WITH AND SUBJECT TO A 20' PRIVATE DRAINAGE EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603000032; AND 20150603000033; SUBJECT TO AND TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150602000544. LOT 9 TRACT A: ACCESS AND UTILITIES EASEMENTMAINTENANCE. AGREEMENT KING COUNTY RECORDING NO. 20150603000047 (TRACT A: EACH LOT SHALL HAVE AN UNDIVIDED 1/9TH INTEREST IN TRACT A AND BY RECORDING OF THIS PLAT GRANT EACH OTHER AN EASEMENT FOR ACCESS PURPOSES) THAT PORTION OF TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET, THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 87'49'10" EAST, ALONG SAID SOUTH MARGIN 103.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID MARGIN, SOUTH 87'49'10" EAST 25.00 FEET; THENCE SOUTH 01'08'52" WEST 169.37 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT, WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.07 FEET; THENCE SOUTH 87'51'43" EAST 47.34 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET; THENCE NORTH 87'51'43" WEST 156.50 FEET; THENCE NORTH 01'08'52" EAST 20.00 FEET; THENCE SOUTH 87'51'43" EAST 44.14 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 20.00 FEET. AN ARC OF 31.76 FEET; THENCE NORTH 01'08'52" EAST 168.70 FEET TO THE SOUTH MARGIN SAID SOUTH 144TH STREET AND THE TRUE POINT OF BEGINNING. 20' PRIVATE DRAINAGE EASEMENT RECORDING NUMBER 20150603000032 THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6 AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01'08'52" WEST, ALONG THE WEST UNE OF SAID TRACT 6, 132.00 FEET; THENCE SOUTH 87'51'43" EAST 20.00 FEET; THENCE NORTH 01'08'52" EAST 132.00 FEET; THENCE NORTH 87'49'10" WEST 20.00 FEET TO THE TRUE POINT OF BEGINNING. 15' SEWER EASEMENT RECORDING NUMBER 20150602000544 THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6 AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01'08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 163.48 FEET; THENCE SOUTH 43'51'08" EAST 55.15 FEET; THENCE NORTH 01'08'52" EAST 12.68 FEET; THENCE SOUTH 87'51'43" EAST 8.69 FEET; RECORDING NO. VOL./PAGE PORTION OF _NW_1/4 of _NE_1/4, S._22 _ T. 23 N., R. 4 _E., W.M. 20' PRIVATE DRAINAGE EASEMENT RECORDING NUMBER 20150603000033 THAT PORTION OF TRACT 6, BLOCK 3,. ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERUNE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6 AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01'08'52" WEST, ALONG THE WEST UNE OF SAID TRACT 6 68.00 FEET; THENCE SOUTH 87'51'43" EAST 20.00 FEET; THENCE NORTH 01'08'52" EAST 68.00 FEET THENCE NORTH 87'49'10" WEST 20.00 FEET TO THE WEST LINE OF SAID TRACT 6 AND THE TRUE POINT OF BEGINNING. PRIVATE 25' DRAINAGE EASEMENT KING COUNTY RECORDING NUMBER 20150603000045 THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET. 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 184.12 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'51'43" EAST 39.00 FEET; THENCE SOUTH 01'08'52" WEST 25.00 FEET; THENCE NORTH 87'51'43" WEST 39.00 FEET TO THE WEST LINE OF SAID TRACT 6; THENCE NORTH 01'08'52 EAST, ALONG SAID WEST LINE, 25.00 FEET TO THE TRUE POINT OF BEGINNING. PRIVATE 10' SIDEWALK AND UTILITY EASEMENT KING COUNTY RECORDING NUMBER 20150603000046 THE NORTH 10.00 FEET OF TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON. PRIVATE SIDEWALK AND UTILITY EASEMENT KING COUNTY RECORDING NUMBER 20150603000046; THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144Th STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST UNE OF SAID TRACT 6, 10.00 FEET TO THE SOUTH UNE OF THE NORTH 10 FEET OF TRACT 6; THENCE SOUTH 87'49'10" EAST 93.49 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 01'08'52" WEST 163.88 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 10.00 FEET, AND ARC OF 15.88 FEET; THENCE NORTH THENCE NORTH 43'51'08" WEST 46.22 FEET; THENCE NORTH 01'08'52" EAST 156.99 87'51'43" WEST 44.32 FEET; THENCE SOUTH 01'08'52" WEST 5.00 FEET; THENCE SOUTH 87'51'43" FEET TO THE NORTH UNE OF SAID TRACT 6; THENCE NORTH 87'49'10" WEST, ALONG EAST 44.14 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.76 FEET; THENCE NORTH 01'08'52" EAST 158.70 FEET TO A POINT ON THE SOUTH UNE OF THE NORTH 10.00 FEET OF TRACT 6; THENCE NORTH 87'4910" WEST 10.00 FEET TO THE TRUE POINT OF BEGINNING; ALSO THAT PORTION OF TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS. PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 011)8'52" WEST, ALONG THE WEST UNE OF SAID TRACT 6, 10.00 FEET TO THE SOUTH LINE OF THE NORTH 10 FEET OF SAID TRACTS; THENCE SOUTH 87'49'10" EAST, ALONG SAID SOUTH UNE, 128.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 01'08'52" WEST 159.37 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE LEFT WITH A A RADIUS OF 20.00 FEET, AN ARC OF 31.07 FEET; THENCE SOUTH 87'51'43" EAST 47.34 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET; THENCE NORTH 87'51'43" WEST 156.50 FEET; THENCE SOUTH 01'08'52" WEST 10.00SS AND UPI, FEET; THENCE SOUTH 87'51'43" EAST 161.50 FEET; THENCE NORTH 01'08'52" EAST 35.00 FEET; THENCE NORTH 87'51'43" WEST 52.17 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE IO THE RIGHT WIT H A RADIUS OF 10.00 FEET, AN ARC OF 15.54 FEET; THENCE NORTH 01'08'52" EA5T 164.19 FEET TO THE SOUTH LINE OF THE NORTH 10.00 FEET OF SAID TRACTS; THENCE NORTH 87'49'10" WEST, ALONG SAID SOUTH UNE, 10.00 FEET TO THE TRUE POINT OF BEGINNING. SAID NORTH LINE, 15.00 FEET TO THE WEST UNE OF SAID TRACT 6 AND THE TRUE POINT OF BEGINNING. SEATTLE CITY LIGHT AND PUGET SOUND ENERGY EASEMENTS: THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET. 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET, THE NORTHWEST CORNER OF SAID TRACT 6 AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST LINE OF SAID TRACT, 68.00 FEET; THENCE SOUTH 87'49'10" EAST 103.50 FEET; THENCE NORTH 01'08'52" EAST 68.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET; THENCE NORTH 87'49'10" WEST, ALONG SAID SOUTH MARGIN, 103.50 FEET TO THE TRUE POINT OF BEGINNING. TOGETHER WITH TRACT A FOR ACCESS AND UTIUTIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20150603000047; TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603000046 AND 20150430000399; TOGETHER WITH AND SUBJECT TO A 20' PRIVATE DRAINAGE EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603000033; SUBJECT TO AND TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150602000544 ALL LOTS EASEMENT KC NO. 20141125000549. 1 THROUGH 9 AND TRACT A ARE SUBJECT TO A PUGET SOUND KC NO. 20141023000329 AND A SEATTLE CITY LIGHT EASEMENT a South 144th Street SURVEY FOR: OWNER(S), ORCAS HOMES ADDRESS! 1100 DEXTER AVE NORTH SUITE 275 PHONE, 206-669-6302 CITY/STATE/ZIP,SEATTLE, WA 98109 SCHROETEReLAND SURVEYING PROFESSIONAL LAND SURVEYORS P.O. Box 813, Seahurst, Washington 98062 (206) 242-6621 FAX (206)243-9679 DWN. BY LAW DATE 1/18/10 JOB NO. 564/2 DATE FIELD 12/22/09 PROJECT NO. 09082SP CHKD. BY revised 6/2/15 SCALE SHEET 2 OF 3 FOSTER SHORT PLAT CITY OF TUKWILA FILE NO. L13-041 City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 431-3665 Email: tukpianatukwila.vm.us 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 o final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is mode with the free consent and in accordance with the desire of the owner(s). IN WETNESS WHEREOF we set our hands and seals. 44. nljv_ 2fr �a.�3Yt(�at15a. State of Washington 11�� County of 1")t\.Cx On this day personally appeared be fore me '-t=P,F-± Uavas4.A Su ser to me known to be the individual who executed the foregoing instrument and acknowledged the he/she signed the some as his/her voluntary act and deed for the uses and purposes mentioned therein. GIVEN under my hand a seal this day of l , ' IS Signature _r Nome as commissioned lira V• V I4a,'Rn Title do"A"t 1 My appointment expires 1‘/z8/Z.016 VF_4, �Vem._ v APPROVALS %ct, P Wt�" S eo P` KING COUNTY FINANCE DIVISION �@ 1 $ K certify that all property taxes are paid and th8P ft ras been made in sufficient amount to pay the taxes for the following year; that there are no delinquent special assessments certified to this office for coilecUon; and that all special assessments on any of the property herein dedicated as streets, allays, or for other public use are paid in full. n j< This day of 20 King County Treasurer Deputy King County Treasurer RE file in CONFORMED COPY 20150608900013 P80 LLC SPn 148.00 PACE -001 OF 003 06/88/2015 14:37 ,�s 4% 4 .ono Supt. of Records TUKWILA SHORT SUBDIVISI❑N COMMITTEE APPROVAL DEPARTMENT OF ASSESSMENTS Reviewed and approved by the Short Subdivision Committee and hereby certified for filing Exomined and oppr•. ed this RR cloy of u,uS- this__ 41__dax/�7 of t Vfile- , 20_45 Assessor /S 1 / , 'r) t_./ ictH.i'+fv Deputy Assessor Chairp¢rson, Short Subdivision Committee Account Number 0040000375 & 0040000380 20 RECORDING NO. VOL./PAGE 3'2 111111,3 PORTION OF _NW_1 /4 of _NE_1 /4, S. _ T. 23 N., R. 4 _E., W.M. EXISTING LEGAL DESCRIPTION TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON; SUBJECT TO SEATTLE CITY LIGHT EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20141125000549 AND PUGET SOUND ENERGY EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20141023000329. NEW LEGAL DESCRIPTIONS LOT 1 THAT PORTION OF TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERUNE OF SAID SOUTH 144111 STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 87'49'10" EAST, ALONG SAID SOUTH MARGIN, 128.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID SOUTH MARGIN, SOUTH 87'49'10" EAST 129.37 FEET TO THE EAST LINE OF SAID TRACT 7; THENCE SOUTH 01'10'02" WEST, ALONG THE EAST UNE OF SAID TRACT 7, 59.93 FEET; THENCE NORTH 88'49'58" WEST 25.00 FEET; THENCE SOUTH 2520'49" WEST 139.88 FEET; THENCE NORTH 87'51'43 WEST 27.34 FEET TO A POINT OF CURVATURE; THENCE ON A CURVE TO THE RIGHT WITH A RADIUS OF 20.00 FEET, AN ARC OF 31.07 FEET; THENCE NORTH 01'08'52" EAST 169.37 FEET TO THE SOUTH MARGIN OF SOUTH 144TH STREET AND THE TRUE POINT OF BEGINNING. TOGETHER WITH TRACT A FOR ACCESS AND UTILITIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20150603000047; TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603000046 AND 20150430000399; TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150602000544. LOT 2 THAT PORTION OF TRACT 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144111 STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERUNE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF TRACT 6 SAID PLAT; THENCE SOUTH 87'49'10" EAST, ALONG SAID SOUTH MARGIN, 257.87 FEET TO THE EAST UNE OF SAID TRACT 7; THENCE SOUTH 01'10'02" WEST, ALONG THE EAST LINE OF SAID TRACT 7, 59.93 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST LINE, SOUTH 01'10'02" WEST 129.00 FEET; THENCE NORTH 87'51'43" WEST 82.30 FEET; THENCE NORTH 25'20'49" EAST 139.88 FEET; THENCE SOUTH 88'49'58" EAST 25.00 TO THE EAST LINE OF SAID TRACT 7 AND THE TRUE POINT OF BEGINNING. TOGETHER WITH TRACT A FOR ACCESS AND UTIUTIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20150603000047; TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603000046; TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150602000544. LOT 3 THAT PORTION OF TRACT 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERUNE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 87'49'10" EAST, ALONG SAID SOUTH MARGIN, 257.87 FEET TO THE EAST LINE OF SAID TRACT 7; THENCE SOUTH 01'10'02" WEST, ALONG THE EAST LINE OF SAID TRACT 7, 188.93 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID EAST LINE, SOUTH 0110'02" WEST 122.00 FEET TO THE SOUTH LINE OF SAID TRACT 7; THENCE NORTH 87'51'43" WEST, ALONG THE SOUTH UNE OF SAID TRACT 7, 62.26 FEET; THENCE NORTH 01'08'52" EAST 122.00 FEET; THENCE SOUTH 87'51'43" EAST 62.30 FEET TO SAID EAST UNE OF TRACT 7 AND THE TRUE POINT OF BEGINNING. TOGETHER WITH TRACT A FOR ACCESS AND UTILITIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20150603000047; TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603000046; TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150602000544. (NEW LEGAL DESCRIPTIONS CONTINUED) LOT 4 THAT PORTION OF TRACT 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144TH STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 87'49'10" EAST, ALONG SAID SOUTH MARGIN, 257.87 FEET TO THE EAST LINE OF SAID TRACT 7; THENCE SOUTH 01'10'02" WEST, ALONG THE EAST LINE OF SAID TRACT 7, 188.93 FEET; THENCE NORTH 87'51'43" WEST 62.30 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01'08'52" WEST 102.00 FEET TO THE SOUTH LINE OF SAID TRACT 7; THENCE NORTH 87'51'43" WEST, ALONG SAID SOUTH LINE, 66.00 FEET; THENCE NORTH 01'08'52" EAST 102.00 FEET; THENCE SOUTH 87'51'43" EAST 66.00 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH TRACT A FOR ACCESS AND UTILITIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20150603000047; TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603000046; TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150602000544. LOT 5 THAT PORTION OF TRACTS 6 AND 7, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144TH STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 144111 STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST UNE OF SAID TRACT 6, 209.13 FEET; THENCE SOUTH 87'51'43" EAST 65.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 87'51'43" EAST 64.50 FEET; THENCE SOUTH 01'08'52" WEST 102.00 FEET TO THE SOUTH UNE OF SAID TRACTS 6 AND 7; TOGETHER W111 TRACT A FOR ACCESS AND UTILITIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20150603000047; TOGETHER WITH AND SUBJECT TO SIDEWALK AND U11UTY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603000046; TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150602000544. LOT 6 THAT PORTION OF TRACT 6, BLOCK 3, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT A CONCRETE MONUMENT MARKING THE INTERSECTION OF 42ND AVENUE SOUTH AND SOUTH 144TH STREET; THENCE SOUTH 87'49'10" EAST, ALONG THE CENTERLINE OF SAID SOUTH 144111 STREET, 659.69 FEET; THENCE SOUTH 01'08'52" WEST 20.00 FEET TO THE SOUTH MARGIN OF SAID SOUTH 14411 STREET AND THE NORTHWEST CORNER OF SAID TRACT 6; THENCE SOUTH 01'08'52" WEST, ALONG THE WEST LINE OF SAID TRACT 6, 209.13 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 87'51'43" EAST 65.00 FEET; THENCE SOUTH 01'08'52" WEST 102.00 FEET TO THE SOUTH LINE OF SAID TRACT 6; THENCE NORTH 87'51'43" WEST, ALONG THE SOUTH LINE OF SAID TRACT, 65.00 FEET TO THE WEST LINE OF SAID TRACT; THENCE NORTH 01'08'52 -EAST, ALONG SAID WEST LINE OF SAID TRACT 6, 102.00 FEET TO THE TRUE POINT OF BEGINNING; TOGETHER WITH TRACT A FOR ACCESS AND UTILITIES, MAINTENANCE AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20150603000047; TOGETHER WITH AND SUBJECT TO SIDEWALK AND UTILITY EASEMENTS RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603000046 TOGETHER WITH A 25' PRIVATE DRAINAGE EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150603000045; TOGETHER WITH A 15' SEWER EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 20150602000544. sac€roo NOTE: ALL LOTS 1 THROUGH 9 ARE SUBJECT TO A PUGET SAND EASEMENT KC NO. 20141023000329 AND A SEATTLE CITY LIGHT EASEMENT KC NO. 20141125000549. .M LAND SURVEYOR'S CERTIFICATE I, Richard L. Schroeter, registered as a land surveyor by the State of Washington, certify that this plot 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 thereon correctly, and that monuments other than those monuments approved for setting at a later date, ha a been ayad/(bt omers staked on the ground as depi SURVEY FOR: OWNER(S), ORCAS HOMES ADDRESS: 1100 DEXTER AVE NORTH SUITE 275 PHONE: 206-669-6302 CITY/STATE/ZIP: SEATTLE, WA 98109 SCHROETEROLAND SURVEYING PROFESSIONAL LAND SURVEYORS PA, Box 813, Seahurst, Washington 98062 (206) 242-6621 FAX (206)243-9679 DWN. BY LAW DATE 1/18/10 DATE FIELD 12/22/09 JOB NO. 564/2 PROJECT NO. 09082SP CHKD. BY Revised 6/2/15 SCALE SHEET 1 OF 3