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Home My WebLink AboutE 20070122001465 ' t • Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton, WA 98055 �0070122001465 Y OF RENTON EAS pAGE001 OF 008 KINGZCOUNTY13WA9 Title: UTILITIES EASEMENT AMENDMENT Property Tax Parcel Number: 082305-9231 Project File#: U060107&6060553 Street Intersection or Project Name: Reference Number(s) of Documents assigned or released: 198809230146 Grantor(s): Grantee(s): 1. Lowe's HIW Inc. 1. City of Renton, a Municipal Corporation THIS DOCUMENT HEREBY AMENDS THAT PORTION OF THE UTILITIES EASEMENT RECORDED UNDER KING COUNTY RECORDING NUMBER 198809230146 LYING WITHIN THE PROPERTY DESCRIBED IN EXHIBIT A,TOWIT: Lot2 of City of Renton Short Plat LUA—060-080-SHPL, as recorded under King County Rec. No. 20061011900007, situate in the Northwest quarter of Section 8, Township 23 North Range 5 East, W.M., in the City of Renton, King County, Washington. THE EASEMENT AREA ON THE SUBJECT PARCEL IS HEREBY MODIFIED TO THAT AREA DESCRIBED IN EXHIBIT B AND ILLUSTRATED 1N EXHIBIT MAP "C" SHEETS 1 &2. TOGETHER WITH THE RIGHTS ENJOYED BY THE GRANTEE PURSUANT TO THE ORIGINAL EASEMENT THIS EASEMENT AMENDMENT IS SUBJECT TO THE FOLLOWING TERMS AND CONDITIONS: 1. Lowe's agrees to design and install a shoring system to protect the existing 72-inch storm pipe. As part of the construction of the building, a shoring system shall be installed along the face of the building foundation (between the 72-inch pipe and the building) at an appropriate depth below the existing 72-inch storm pipe to provide shoring for future repair or replacement of the 72-inch storm pipe. The shoring system shall be designed by a licensed engineer and reviewed and approved by the City. The design must include a structural analysis accounting far soil type, soil pressure due to the weight of the soil and the building, depth of shoring required, assuming the pipe is replaced and other factors necessary to adequately design a shoring system. The shoring system must be able to withstand the combined load from the building and soil pressure as well as consider ground water effects (buoyancy forces). The shoring system must be corrosion resistant and maintain its structural integrity for sufficient duration (50 to 100 years). Interlocking steel sheet piles are an acceptable material,provided they are H:�File Sys�PRM-Property Services Administration�PRM-30-Easements\OOOI -Amendments\I98809230146\Easement Amendment.doc Page 1 FORM 03 0013/bh/CA2-21-97 designed to maintain their structural strength for 50 to 100 years. Another option is a cast in place concrete reinforced wall. The shoring system will need to span the entire length of the building's west wall, with an additional 10 feet beyond the end of the wall. The proposed shoring shall be placed adjacent to the amended easement line to maximize the separation between the 72-inch pipe and the proposed shoring system such that a minimum of 2 to 3 feet of separation is provided between the pipe and the amended easement line. 2. Release of the easterly 5 feet of existing easement only applies to that portion of the easement adjacent to the west side of the building and 10 feet on either side of the northwest and southwest corners of the building. All remaining portions of the existing easement for the 72- inch storm pipe shall remain a width of 20 feet. 3. Prior to construction of the building or installation of the required shoring,the development proponent or representative shall TV inspect the existing 72-inch storm line adjacent to where the proposed building wall and required shoring is to be constructed to establish the condition of the pipe prior to construction. The TV tape shall be provided to the City prior to the issuance of the proj ect construction pernut. Upon completing the building shoring construction and all pile driving onsite, a post-construction TV inspection shall be performed and the tape provided to the City to review. The tapes will be used to deternune if the pipe was damaged as a result of the construction work. City inspectors shall be notified and on site when TV inspections(pre and post-construction) are performed. 4. During construction of the building shoring,the invert elevations and rim elevations at manhole structures associated with the 72-inch storm system, closest to the wall construction, shall be monitored for any settlement, along with the surface area above the pipe. 5. If the pipe is damaged or settlement occurs during construction or if damage or settlement is identified within one year following final occupancy,the developer will be responsible to repair the damage or settlement to City standards. 6. If the City has to replace or reconstruct the pipe in the area where the existing easement is being reduced, and the City incurs additional costs due to the reduced easement width and lack of the building set back from the easement as required,the property owner agrees to pay the additional cost as identified by the City. H:�F'ile Sys�PRM-Property Services Administration�PRM-30-Easements\0001 -Amendments\198809230146\Easement Amendment.doc Page 2 FORM 03 0013/bh/CA2-21-97 IN WITNESS.�JHEREOF, said City has caused this instrument to be executed by the Mayor and City Clerk this /8'�' day of ,20 07 r.��,�.��a� � �'a k^, �:4�`' 5.;. • . '1J�;1 ,r,'`1.��f� ;s � MAYOR athy Keolker 1 . � ,t�d�rt,t,� .4. ��.�;t.,e�- �� ,. CITY CLERK Bonnie I. Wlaton ,, .., .. „ _, ..- �'d�,'';• , � , ':��ATE OF WASHINGTON )SS _^ `�p�'{9b±;/Y`'S-.. , -,,.�>�..�OUNTY OF KING ) �"' I certify that I kaow or have satisfactory evidence that Kathy Keolker and Bonnie Walton are the '' " persons who appeazed before me,and said persons acknowledged that they signed this instrument,on oath stated that they were authorized to execute the instrument and acknowledged it as the MAYOR,and the CITY CLERK,CITI'OF RENTON,to be the free and volunta act of such parties for the uses and purposes mentioned in the instrument. < i� No ry ublic in and for e State of Washington N ary(Print) ,,�Qs�.� /�i . St'�-�I My appointment expires: � �Z-;-Lc�C� , Dated: �/r�s jz�c� 7 IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. ��_ � � %F`��r�-� . /'� ��"C-'�, .�L� �� CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within bo� STATE OF WASHINGTON )SS COUNTY OF KING ) On this day of _,before me personally appeared to me known to be of the corporation that � executed the within' rument,and acknowledge the said instrument to be the free �� and voluntary a nd deed of said corporation,for the uses and purposes therein \ �/� �� mentioned d each on oath stated that he/she was authorized to execute said J''�–'— 1.� �� i� instru nt and that the seal affixed is the corporate seal of said corporation. (LE r'� Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: H:�F'ile Sys\PRM-Property Services Administration�PRM-30-Easements\0001 -Amendments\18809230146�Easement Amendment.doc Page 3 FORM 03 0013/bh/CA2-21-97 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT :r.,c:esEr:..F:ts�,�o,�=c.e:r,�,Er,�.�.cr.,ec�.�t��.�r.ce.�:r,c.r.�:c�.�.,cr.�:c,�c.,c�.,�c:�cs�,ec�,�,�.�cs�:c.�r,�:�,�-..�;c>.�,r.�:c�,n-.�:t�z=>: State of California ��fV� � ss. County of ��' On ��iy��'� , before me, �f/�'"�./Sr��C/� ��i�2'./�l� . /l��Yl�t�GiC- Date Name and Title of Officer(e.g.,"Jane Doe,Notary Public") personally appeared ��C'f�ffE� �• �k�L� , Name(s)of Signer(s) �'personally known to me ❑ proved to me on the basis of satisfactory evidence to be the person(�) whose name(s� is/a�e-subscribed CHRISTINE KAWAMOTO to the within instrument and acknowledged to me that '"" Commission#14412b0 he/sk�e/#�s� executed the same in his/ber-�their � ..,� . Notary Pubtic-CaIlMrtda y� authorized capaciry(i�s), and that by his/�eir �; San Diego CotuNy signature(�) on the instrument the person(s�, or the MyComm.Exptressep23.Z007 entity upon behalf of which the person(-sj acted, executed th� instrument. WITNESS my hand and official seal. Place Notary Seal Above lr—��`�� Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General ❑ Attorney in Fact � . ❑ Attorne in Fact ' �. Top of thumb here y Top of thumb here ❑ Trustee ❑ Trustee ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: �_ _ - - - - _ _ _ _ _ _ _ - - -- - _ - _ _ _ - - _ _ _ _ _ _ - - _ _ _ _ _ _ _ - _. O 2004 National Notary Association•9350 De Soto Ave.,P 0.Box 2402•Chatsworth,CA 91313-2402 Item No 5907 Reorder:Call Toll-Free 1-800-876-6827 EXHIBIT A PARCEL DESCRIPTION Lot 2 in City of Renton Short Plat No. LUA-06-080-SHPL as recorded under King County Auditor's file No. 20061011900007, records of King County, Washington. ' „�w.+. ��,��, �� , � r�''�,� z �� .� �. �o � 23345 � �r � �� PS'��''�''�l. � y �_I�L �t . c.`,��C;::'I^c3 2/3/ � � � "L'j. . EXHIBIT B EASEMENT DESCRIPTION That portion of the existing utility easement recorded under King County Auditor's file No. 8809230146, records of King County, Washington, lying within Lot 2 City of Renton Short Plat No. LUA-06-080-SHPL as recorded under King County Auditor's file No. 20061011900007, records of King County, Washington, described as follows: Commencing at the Northeast corner of said Lot 2; Thence South 49°OS'06" West along the Northerly line of said Lot 2,being the Southerly margin of Park Avenue North, for a distance of 406.82 feet; Thence continuing along the Northerly line of said Lot 2 and Southerly margin of Park Avenue North at South 31°53'S5" West for a distance of 46.64 feet to the Easterly line of said existing utility easement and the True Point of Beginning; Thence South 18°00'30" East along said Easterly line for a distance of 23.70 feet; Thence South 71°59'30" West for a distance of 5.00 feet; Thence South 18°00'30" East for a distance of 364.50 feet; Thence North 71°59'30" East for a distance of 5.00 feet; Thence South 18°00'30" East for a distance of 465.30 feet to the Northerly line of right- of-way dedicated to the City of Renton in instrument recorded under King County Auditor's file No. 20061013000375,being a point on a non-tangent curve concave to the Northeast having a radius of 36.00 feet from which a radial line of said curve bears North 24°27'39"East; Thence Northerly and Westerly along said curve for an arc length distance of 30.62 feet through a central angle of 48°44'11"; Thence South 68°32'S9" West for a distance of 8.33 feet to the Easterly margin of Garden Avenue North as delineated on said Short Plat; Thence North 18°00'30" West along said Easterly margin for a distance of 769.85 feet; Thence continuing along said Easterly margin at North 08°39'15" West for a distance of 47.07 feet to the Southerly margin of Park Avenue North as delineated on said Short Plat; Thence North 31°53'S5" East along said Southerly margin for a distance of 16.14 feet to the True Point of Beginning. �� o`�'"t � �` w � � �� x � � ,�O � �„ 23345 � F�' � `�ISI'�'�';• �;' �' ........ *" � _�-___-��j'' O c',. �5 v../ �� Fv^�� EXHIBIT MAP �C� SHEET 1 \ �HO-USER Wq y � � J�� / \ � 2 P .�� E ��RN�R �o ' P�� 6 N Q �o�o / �°` \ ' 53'SS�� \ '(P08 53��6 6� „ � ; 5�823.�0 w \? 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NO.: 05770.14 i , � � f EXHIBIT MAP �C� SHEET 2 ' p� h S18'00�30"E �^i�� 23.70 , ��,\ ��. / , / � \ S71'S9'30"W 5.00 . \ LOT 2 � \ SP # LUA-06-080SHPL � REC. # 20061011900007 \ \N \ � O Z \o_ \ � o o \c� \ o v' � \� \ � � �7\ \o \ 4 � \ ` z \ � �\ ; G � ' � ; m \ � \ Z � � � ' � � \ N71'59'30"E � 0 30 60 �20 \ � 5.00 � Scale In Feet � � \ � 750 Sixth Street South Kirkland,WA 98033 p.425.827.2014 ( f.425.827.5043 ........i.................i.............g.i..........y Civil Structural Plannin Surve ( An Engineering Services Company paceengrs.com � SCALE: 1" = 60' FILE:\5770—EXH.DWG DATE: 11/9/06 DMB PROJ. NO.: 05770.14 I � �