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Home My WebLink AboutPermit L93-0071 - DOAK DARRYL - SHORT PLATl93-0071 16239 51st avenue south DARRYL DOAK SHORT PLAT , .,...- .,.�......_...._ ............... .....,... ,....._.. M E M O R A N D U M TO: Greg Villanueva, P- * Brodin FROM: Ann Siegenthaler RE: DOAK SHORT PLAT DATE: July 7, 1994 Darryl Doak (Short Plat #L93 -0071) submitted the attached survey easements and legal descriptions for your. review. Please review and let me know 7/12/94. Thanks. 77 4/ h5 /%021 OAfG h ., LGeS5oY'S /%7"ev, e2 ( 13/lnw wJ of any revisions necessary by • .cTO) Or.*�✓�rl _ kf'ti/ es cc: File lAr pe y i4'- 7/_ h X473— FS'7 RECEIVED' 17 '994 COIVIIVM u ry t , f DEVELOPMENT M E M O R A N D U M TO: Ross Earnst via John Pierog Tom Keefe via Mike Alderson FROM: Ann Siegenthaler RE: DOAK SHORT P DATE: August 16, 1994 ( #L93 -0071) - Final approval The Doak short plat (16239 51st Avenue South) is ready for final approval by the Short Subdivision Committee. The project has previously been reviewed by all departments. Attached are the documents required by the Committee. The applicant has received permits for the side sewer, has paid for new water meters and fire hydrant, and posted a bond for driveway paving. This satisfies the City's requirement for installation of site work. Pat Brodin has approved the legal descriptions. Please review the attached materials, and indicate approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Please respond by Tuesday August. 30, 1994. Thanks. Approved (Ross Earnst) Approved _ - _ . , (Tom Keefe) cc: File .......,_... Ann Siegenthaler, Planning Division John A. Pierog, PW Development Engineer November 22, 1993 Doak Short Plat 16239 51st Avenue South Activity No. L93 -0071 Driveway /Access Plan RECEIVED NOV 2. 2.19 CUMiviUNi \` DEVELOPMENT The subject plan which was submitted by. Darryl Doak for the above short subdivision appears to adequately address my concerns as pre- viously expressed. I foresee no problems with access as proposed. If you have any further questions concerning this matter, please let me know. JAP /jap cf: Development File TO: John Pierog FRO : Ann Siegenthaler RE: DOAK SHORT PLA -Info you requested for driveway cut DAT•: November 16, 1993 M E M O R A N D U M Dar 1 Doak (Short Plat #L93 -0071) submitted the attached site pia 's for your review. As e explained it to me, you had some concerns about driveway curb cut to existing house on Lot C along 51st Ave. South. There are utility vaults which could conflict with a driveway. Da 1 has drawn in all of the utility structures for you. He tal ed to Puget Power about driving over their vault. They said there is no problem supporting vehicle weight, or doing the necessary construction at the vault to install his driveway. P1 ase review and let me know your decision by 11/22/93. My main co cern for approval of his short plat is: will anything prevent h' from accessing Lot C off of 51st Avenue? Th.nks. cc: File RECEIVED NOV 1 6 1993 TUKWILA PUBLIC WORKS I 0" 712 lot DA cac)cniellt r 30' lot t 5 5-L C\ .a■ Vdr i vew ...easemen A30' --1- ------ Al ot flvc.. •a07.L4lei Doak Homes, Inc. 11917 41h Ave. S.W. Seattle, WA 98146 RECEIVED NOV 5 1993 COWL) N DEVELOPMENT telephone bo—€1 - crushed rock I 7' corner cNi asphalt —location o 6' OH I./Uge tc 1 p o (lc Liox V—I 62.3c1 51 Ave -‹1--tukwi la new clriveD--crubing l.ght pole I 7' 8" V —puget powers u der grownd lockers —cur12 and storm gutter idewalk vscale I /8". -1 street(I tukwi la street light wiring— RECEIVED NOV 1 5 1993 COMMUNITY DEVELOPMENT To: Ann Siegenthaler, Planning Division From: John A. Pierog, PW Development Engineer Date: October 18, 1993 Subject: Doak Short Plat 16239 51st Avenue South Activity No. L93 -0071 Review Comments The subject project was reviewed at the October 5th Public Works development plan review meeting. A field trip was made to the pro- posed subdivision site on October 15th. The following are our com- ments: 1. The proposed subdivision plan shows two driveways and one pri- vate road access off 51st Avenue South. A standard residential concrete driveway apron has been previously installed for the private road access as part of an earlier City road improvement project. The new driveway locations and dimensions as shown on the plans and as observed in the field conflict with existing utility vaults, pedestals, boxes and a street light pole. The light pole needs to remain at its current location. The other conflicts can be resolved by either moving and narrowing drive- ways or modifying existing utility structures. This requires further evaluation by the applicant and the submittal of a plan which addresses these issues. 2. The driveways and private access road will need to be paved for a minimum distance of 20' from the back of the existing sidewalk on 51st Avenue South. Standard residential concrete driveway aprons will be required for the new driveways. 3. Right -of -way is adequate along 51st Avenue South. 4. Storm drainage improvements need to be shown. If soil and site conditions permit, infiltration systems for roof downspout and other impervious surface drainage are preferred. When infiltra- tion systems are feasible, the short plat should include a note to the effect that such systems will be utilized. Otherwise, de- tention and conveyance systems become necessary. 5. The 5' sewer and storm water easement is inadequate. The minimum easement required for repair and maintenance access is 10'. 6. Water and sewer utility mains and services as proposed to indi- vidual parcels need to be shown. 7. Fire hydrants need to be shown. ..::...] . ................... City of Tukwila Attn : Anne Siegenthaler This is written in connection with the short plat taking place at 16239 -51st Ave South. Tukwila, Washington for Miss Arlene Sue Cruz. Due to delays on other projects. I will not be able to do improvements at this time. We would like to request for a 6 month extension to do the necessary improvements to complete this short plat. Thank you for your consideration. D 4 E. Doak/Sr. Date RECE IV E7'7 JUN 0 8 1994 rDEVELOPM,-:t,>`_r. ...3EGEIUED SEP 011994 cowouNiTY DEVF_LOPMENT M E M O R A 9// TO: 4: ,Ross Earnst'via John Piero N D II M FROM: Ann Siegenthaler RE: DOAK SHORT PLA DATE: September 1, 1994 ' /,vcLfc.G C'44 4 ( cd /G . / /& S'% �; ,� j G-� `;-fit �2 t %CC '6? :s,Jc;?f ,47&/-(La c(i /;i1 /?/(/ 6a7 ��CiL C�' �1 lCs�� ? L -0071) - Final approval `4'77" l ^5 ' 1 e Ccpl 1, The Doak short plat (16239 51st Avenue South is ready for final approval by the Short Subdivision Committee. The project has previously been reviewed by all departments. Attached are the documents required by the Committee. The applicant has received permits for the side sewer, has paid for new water meters and fire hydrant, and posted a bond for driveway paving. This satisfies the City's requirement for installation of site work. Pat Brodin has approved the legal descriptions. Also attached, as requested by John, are: infiltration system, and site plan with utility services noted. Please review the attached materials, and indicate approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Please respond by Thursday, September 8, 1994, your requested 5 -day turnaround time for final approvals. Thanks. Approved 90,N RAG_ (Ross Earnst) cc: File C O N V E R S A T I O N R E C O R D FILE: DARRYL DOAK SHORT PLAT FROM: Ann Siegenthaler, DCD DATE: August 30, 1994 TYPE: In person WITH: Darryl Doak Darryl came in to check status of short plat. Told him Fire approved, given to Public Works for final approval, but it was sent back with a request for revisions (John's memo dated 8/18/94). John attached a list of outstanding items (from his 10/18/93 memo). I asked Darryl to talk to John to understand specifics of revisions. John did not have time to talk to Darryl. I reviewed John's 5 items with Darryl. Darryl has already completed 4 of 5 items; utility services he has drawn up on separate plan, which he can give to John to review. Neither of us were sure of exactly what John was requesting. I was able to clarify some things with John while Darryl waited, but John did not have time to talk to Darryl. I recommended that Darryl call John to set up appointment time to review how detailed the info needs to be for John, and what John needs Darryl to change or show on his survey or on an exhibit. cc: File Jack To: From: John A. Pierog, PW Development Date: August 18, 1994 •. Ann Siegenthaler, Planning Division Subject: Doak Short Plat 16239 51st Avenue South Activity No. L93 -0071 Submittal for Final Approval Engineer The above submittal for final approval is being with no action. I cannot recommend approval of this comments contained in my original memo of October have not been completely addressed. In order to save time, I have attached a copy of memo which has been highlighted to indicate items missing from the short plat submittal. If any questions, please let me know. JAP /jap Attachment a/s cf: Development Files RECEIVED AUG 181994 CUivfw��;v'iY DEVELOPMENT returned to you submittal since 18, 1993, to you my October 18th which are still M E M O R A N D U M TO: Ross Earnst via John Pierog Tom Keefe via Mike Alderson FROM: Ann Siegenthaler RE: DOAK SHORT PLA ( #L93 -0071) - Final approval DATE: August 16, 1994 The Doak short plat (16239 51st Avenue South) is ready for final approval by the Short Subdivision Committee. The project has previously been reviewed by all departments. Attached are the documents required by the Committee. The applicant has received permits for the side sewer, has paid for new water meters and fire hydrant, and posted a bond for driveway paving. This satisfies the City's requirement for installation of site work. Pat Brodin has approved the legal descriptions. Please review the attached materials, and indicate approval by putting your initials next to your name below. If you do not approve, indicate any additional requirements below. Please respond by Tuesday August 30, 1994. Thanks. Approved (Ross Earnst) Approved (Tom Keefe) cc: File To: From: Date: Subject: Ann Siegenthaler, Planning Division John A. Pierog, PW Development Engineer October 18, 1993 Doak Short Plat 16239 51st Avenue South Activity No. L93 -0071 Review Comments The subject project was reviewed at the October 5th Public Works development plan review meeting. A field trip was made to the pro- posed subdivision site on October 15th. The following are our com- ments: 1. The proposed subdivision plan shows two driveways and one pri- vate road access off 51st Avenue South. A standard residential concrete driveway apron has been previously installed for the private road access as part of an earlier City road improvement project. The new driveway locations and dimensions as shown on the plans and as observed in the field conflict with existing utility vaults, pedestals, boxes and a street light pole. The light pole needs to remain at its current location. The other conflicts can be resolved by either moving and narrowing drive- ways or modifying existing utility structures. This requires further evaluation by the applicant and the submittal of a plan which addresses these issues. The driveways and private access road will need to be paved for a minimum distance of 201 from the back of the existing sidewalk on 51st Avenue South. Standard residential concrete driveway aprons will be required for the new driveways. r _ 3. Right -of -way is adequate along 51st Avenue Sou 4. Storm drainage improvements need to be shown. If conditions permit, infiltration systems for roof other impervious surface drainage are preferred. tion systems are feasible, the short _pIat_should__ !,to the effect that such systems will be utilized. tention and conveyance systems become necessary. soil and site downspout and When infiltra- .include a note Otherwise, de- ' 5. The 5' sewer and storm water easement is inadequate. The minimunV ;/ ,.J4 easement required for repair and maintenance access is 10'. Water and sewer utility mains and services as vidual parcels need to be shown. -- 5;ic1:,! --vy Fire hydrants need to be shown. proposed to indi- 91 i;f...;7" 8. All :_required; infrastructure improvements must be constructed by the-applicant and accepted by the .City, or a .'bond posted by the applicant for construction of same prior to the short plat being filed.. Said bond shall be in an amount equal to one hundred fif- ty percent of the estimated construction cost. . The applicant will also need to provide a copy of an agreement which runs with the land and covers the maintenance of any com- mon access and utilities. If you have any questions, please let me know. JAP /jap cf: Development File C O N V E R S A T I O N R E C O R D FILE: . DOAK SHORT PLAT FROM: Ann Siegenthaler, DC'! DATE: May 6, 1994 TYPE: In person WITH: Darryl Doak Reviewed sewer easement document & status of plat. 1. DD discovered a sewer line runs through middle of Lots A, B & C back to rear lots owned by Yantz & Dunn. Yantz & Dunn signed easement agreement which DD submitted. Dunn had called me with some concerns about ensuring that a sewer easement be properly & permanently recorded. I talked with King County & a title insurance company. County records easements by Grantor /Grantee; title co. does search by legal descriptions. DD's easement document doesnt have proper wording or adequate info. Need to add Grantor Arlene Cruz name and notarized signature; add legal description of Lots A,B,C where easement located, add legal description of Yantz & Dunn lots which easement benefits (Darryl will try to get, but we could use address); include Grantees names Yantz & Dunn, description of easement location, maintenance agreement; delete reference to construction. We worked out wording from two examples for DD to follow. He will rewrite and resubmit. 2. Once we get all revisions to survey /paperwork completed we can give him preliminary approval of plat. DD will probably give us a cash assignment for site work. He is trying to finish up another construction project, before starting up again on this plat. His application will expire June 14, 1994. Advised DD to request an extension if he needs more time. cc: File B: \DOAK- PLT.CO2 Doc 1 Pg 1 Ln 10" Pos 1.05" DECLARATION OF EASEMENT FOR SIDE SEWER.. WHEREAS, THIS AGREEMENT, made this 2Lday of l??,)/ , 7.9c between OWNERS NAME DONA P ! . _ANTZ Owners of the following describe • real property situat d • Kin: Co y, Washingn, to -wi : ;.'•' Lam'• G�`rC�� i._ -- - -✓ \Cu- / /�aph `CGn, t o he.norti—ha-1 of —tom west a if of the fol low n : Lot 22 Bl k. 5 McMic en H" i nt ,� 9 k e s No. 2, Unrecorded; LXULNI the west 18 teet tnereo . OWNERS NAME T T ►' L . Pb'A Imo' .7 Owners of the following described real property situated in King County, Washington, to -wit: The .outh hal .flhe west half of t e followi g Thot 22, B . 51 MJMic hts No. ' , • ecorded ; CEPY£he west 1; f.. hereof. AND OWNERS NAME Owners of the following described real property situated in King County, Washington, to -wit: £ pr-'G are desirous of establishing a side sewer easement for the benefit of ch of said properties. WITNESSETH: That for and in consideration of the mutual covenan erein expresses, it NT- is hereby agreed between the above parties as follows: Y�."ii.. 15 um .,. 1 - ((b ief legal descriptionJof N ass o J`t.�.c• to ion of easement) The south 15 feet o -the north 82.60 feet of the east half of ttt' following: (Lot 22, Blk. 5, McM ken Heights No. 2; EXCEPT the west 18 feet thereof.) 5 - There shall be, and each party does grant unto feet wide for sewer along the line as constructed for the such additional area immediately adjacent to the for the construction and repair • nay be re_quired of the e cot.- ' constru the other, an easement use of said properties and of easement as shall be required, sewer pipeline. - The cost of maintenance, repair or reconstruction of that portion of the sewer used in common shall be borne in equal shares, except that the owners of any lower parcel shall not be responsible for the part of the sewer above their connection; and when nec- essary to repair, clean or reconstruct the sewer, the parties to this agreement shall have a right,,,// of entry for that purpose. �t - This agreement shall be a covenant running with the land and shall be binding upon all parties, their heirs and assigns forever. IN WI S D'EOF we hereunto set our hands and seals the day and year first above en. 9 FA tdigniA I I PM STATE OF WASHINGTON ),SS COUNT ) Y OF KING This is to certify that on this O day of rt , 1991, before me, the undersigned, a Notary Public in and for the State Washington, duly commissioned and sworn, personally came (AND) to me that ( he, she ) sigviimpal sealed the same as volunt t And deed for,..*/* u purposes therei to be the parties who executed the within in WITNESS � y hand an& • • L 199A and acknowledged to me his her ) free and oned. year in this certificate first above written. try b cin and fo he State of Washington, residing at /lpi2Arr 'Lj /65 crit DECLARATION OF EASEMENT FOR SIDE SEWER WHEREAS, THIS AGREEMENT, made this ,day of 4:-.»/ , 19 between OWNERS NAME DONALD A. YANTZ Owners of the following described real property situated in King County, Washington, to -wit: The north half of the west half of the following: Lot 22, Blk 5 McMicken Hei .hts o. . unrecor ewes • ee ereo . AND OWNERS NAME TIMOTHY L. DUNN Owners of the following described real property situated in King County, Washington, to -wit: The south half of the west half of the following: Lot 22, Blk. 5, McMicken Heights No. 2, Unrecorded; EXCEPT the west 18 feet thereof. AND OWNERS NAME Owners of the following described real property situated in King County, Washington, to -wit: are desirous of establishing a side sewer easement for the benefit of each of said properties. WITNESSETH: That for and in consideration of the mutual covenants herein expressed, it is hereby agreed between the above parties as follows: let - A side sewer shall be constructed as follows: (brief legal description of location of easement) The south 15 feet of the north 82.60 feet of the east half of the following: (Lot 22, Blk. 5, McMicken Heights No. 2; EXCEPT the west 18 feet thereof.) 2nd - There shall be, and each party does grant unto the other, an easement j5 feet wide for sewer along the line as constructed for the use of said properties and of such additional area immediately adjacent to the easement as shall be required for the construction and repair as may be required of the sewer pipeline. 3rd - The cost of construction of said sewer shall be borne by the owners of the said properties as follows: 4th - The cost of maintenance, repair or reconstruction of that portion of the sewer used in common shall be borne in equal shares, except that the owners of any lower parcel shall not be responsible for the part of the sewer above their connection; and when nec- essary to repair, clean or reconstruct the sewer, the parties to this agreement shall have a right of entry for that purpose. 5th - This agreement shall be a covenant running with the land and shall be binding upon all parties, their heirs and assigns forever. IN WI S WHEREOF we hereunto set our hands and seals the day and year first above ii4421/41 91 en. !■. dPINArdliad STATE OF WASHINGTON ) SS COUNTY OF KING This is to certify that on this ( day of f 1 , 1991, before me, the undersigned, a Notary Public in and for the State Washington, duly commissioned and sworn, personally came ('AND) to me that ( volunt to be the parties who executed the within in t , and acknowledged to me he, she ) sigi sealed the same as in his, her ) free and t deed fo u purposes thereit me oned. �► �. Pu po year in this certificate first above written. WITNESS my hand arm 99z. vvwx u °4 - �. l e�i� emtiL) b c in and fohe State of �,,� Washington, residing atvv /4,2;p^ VI/ 4/6 �NVC., �fg'r� AFTER RECORDING RETURN TO: DOAK HOMES INC. 11917 4th Ave S.W Seattle Wa. 98146 DRIVEWAY MAINTENANCE AGREEMENT AND UTLITY EASEMENT AGREEMENT. Whereas, Miss Arlene Sue Cruz, a Single Person, is the owner of the following described parcels; PARCEL;Being known as the Easterly Half of lot #22, Block 5, McMicken Heights, Division # 2, According to the Unrecorded Plat Thereof, In Tukwila, In the County of King,State of Washington. And Whereas, Miss Arlene Sue. Cruz, is the owner of: Now Therefore, the above Described Parcel,lot #22, Block 5, will be divided into three lots known as lots A and B and C, And Whereas, the described parcels,lot #22, Block 5, lot A and B, will be serviced by an easement 30' in width accoss lot A, in a east, west direction on the northside of lot A for ingress, egress and utilities,over, under, and across the following described parcel on lot A. And Whereas, the described parcels, lot #22, Block 5, lot B, will be serviced by an easement 10' in width across lot A, in a east west direction,on the south sideof lot A for utilities, named as sewer, stormsewer,and gas, over under and across the following descrided parcel on lot A. Furthermore; This 10' easement going in a East, West direction will continue thru lot B, as a sewer easement which is presently serving two homes behind lot B, NOTE: This sewer line is presently in this location, And has been in this location since 1975. Parcel; (being known as the easterly half of lot 22, block 5, Mcmicken heights, division #2, according to the unrecorded plat thereof.)Tukwila,Situate In The County of king, State Of Washington. Now,therefore,the above described owners. For mutual benefits derived. Do hereby agree and convenant to the following maintenance agreement. It is agreed that all maintenance , repair, improvement and /or rebuild- ing of said shared driveway,and utlitities in said easements shall be the obligation and responsibility of the owners and /or contract purchasers of the parcels of property having legal access therefore and their successors, heirs and /or assigns and maintenance ,repair, improve- ment and /or rebuilding shall be shared equally by the owners of each parcel. It is agreed that the easement shall be maintained and kept in a condi- tion that permits adequate travel by those who have legal access thereto and therefore. This Agreement is binding upon the present owner, theirCheirs,.��' ►.,� m. successors, and assigns and is intended to run perpetual w ) ?C�}c �„ Dated and F n'd this )�j`/}1 Day of fl()llentkuk 401' ' ' :,? `� 4 :o' .OTARk'' w di&ZALLIL/ STATE OF WASHINGTON, ss. County of le L ji.9 On this day personally appeared before me him Lou Svc PUiL\ ",� OF WAS-\\ io to me known to be the ipdiyidual described in and who executed the within and foregoing instrument, and te; acknowledged that 4' 4 1i: 1gS,`,'1, signed the same as f- %(f-(Z. free and voluntary act and deed, for the uses and purpose ; tKr n mei iyedf:,•, �' y r -%' ._,t ;" /,. a s Ic7.14, �]�1YL�I �Ff^' 1. gad seal, ) ay of / / , 19 q J GIVEN uc ier giy;h rid �gcj�offi .. Y '� �' ' „...1. i, G0,,,• cj y Notak Public in and for the tate of Washington, ACKNOWLEDGME V--/A.7. N,Q /f..1 r, q;`� residing at /'7Wt, uj, (.Ulm- - FIRST AMERICAN TI ,E,GOMfy\t' l�ya,�l'i My appointment expires 6-V5- ) SEA TAC TUKWILA E1/227-23-4 _ • • " rr .13 ; . . • - -- • ■ • - _ • • • 1 , 272 1 it 133 S /6/ST ST) 7•; , I I 6.437:1N, 03 •1V1,1 1.0 i It Ftli I It — 1444 T'.7.2 311E 1614 /6477-1 111.1111,15111911,11.1.11 11111. 'El1111 .111.7.1.1yr a•ir-11 • 1. 1) :,"%. r•••---1! " " • •-•• aiMItat i I ... 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LJ *3 1 a 1 i • sg 1 -75-a - •I, - - - • - 1431 • — 4i 7S �o 1 2i' �Z4 G 311 A/68 -4z '11AZ151 7S 7s / >v .?a )/ 75' 7t. 4s' I rt � 1 pLDTIj 0 061 • vt^ 28 L co o X02 g ��^llPStS •/0 5.24x` '0 • e 5 ''Aft T 30 Z"0" S 4t)i �TLK MecA m el) v /ta C� Y 75 - 3' Q • 0 on tl 4 09 ^ /,I' ,1 I > /zo • 1 o cit.! nd '' IE I ! ` p rt nl 0 VI Zo ( I ' O t� T • co mLD1 2 1z d a. cjP r_ d 1 t l 10,5, ,to 04 152.5 w wb 4e6, Ia d �. 093° • v Th m� 16 4TH 77i(•:✓ //mil 5 • 5/. 9¢/ y• :; • /75.67 a/f L'. 7/ co. /314 7111 ilk 11103 0• 2.5 d 0a6A 3 Z rl 10 p3�2 /.5.9.4.3 II,i� �l 03 (.345.6,/ /GZ 9 5.74 0• ► 362 d tl 3 v n /6Z.G7 /53.84 22'3 0 22- Nd9 9130/t✓ //0 L Yullie LOT 3 u • fro //o N 1 to6 � 2 3 N • I S IC.R ! h LOT 24°� G 2� 01,01 1 t 75 L 7:0 24 7S I ' : I > 7.:,-.- %5 � •5 I 1 /ia 5; d o $ a ■ 4 v N ***'********* r4*' 4*************** 4** 4 *******4*** ** * **4** *4v*** ** *A** CITY OF TUKWILA, WA TRANSMIT ****************************************-m******************** TRANSMIT Number: Permit No Parcel No Site Address: Location: Payment Method: 93001318 Amount: L93 -0071 Type: P -SS 537980- •0360 16239 51 AV S E1 /2 27 -23 -4 CHECK Notation: * * * *** * * *•'k *• * * * * *4 *** *** * * ** **fir * * * ** * *** *4 Account Code 000/345.810 200.00 09/17/V 110.00 SHORT SUBOIVrsr N Init: APS * * * * * *4.*• * * * * * * * * * ** * *'** Description 7ONINO /SUBDIVISION Total (This Payment): Total Fees: Total All Payments: Balance: 200.00 200.00 .00 Paid 200.00 200.00 GENERA 200.00 TOTAL 200.00 CHECK 200.00 CHANGE 0.00 4490A000 14:52 07/13/1994 10 ::7 15211647,- illimn (tont r tits WILLIAMS CQNTPACTING DALE L. WILLIAMS C[aTIFIEO OCBIONER RING COUNTY /PIEflCE COUNTY Infiltration System For: Doak Homes Inc. 11917 - 4th Ave SW Seattle, WA 98146 PAGE 03 SPc.CIAL1srs IN PERC LATION TESTS 14441 QOUTFICAYT 264TH KENT, WASMINOtI]N 96042 SUSINC S P-QNC 631.1647 Location: Lot North (Front Lot) of 16239 - 51 Ave So, Tukwilla. 34 -60" Medium Sand. 36 -62" Medium Sand. 36 -50" Medium Sand. SL #1: 0 -34" SL #2: 0 -36" SL #3: 0 -36" Pero Test Test Hole 1: Test Hole 2: Soil Log #2: Soil Log #3: Fine Sand and rocks; Fine Sand and rocks; Fine Sand and rocks; Taken at 38" deep - 'Isted at 2 Minutes per Inch. Taken at 38" deep - Tested at 3 Minutes per Inch. Taken at 60" deep - Tested at 2 Minutes per Inch. Taken at SO" deep - Tested at 3 Minutes per Inch. Roof Area: : 1 S,SSq' - Driveway and Pad in front of Garage is 1989.8 Sq'. Total of 35terSq' - Will useL/o00 Sgt. Using Percolation rate of 4 -5 Minutes per Inch = 1L'0 of trech. Install 140' of 2' x 2' trench. See Attached - Plot Plan for location of Infiltration System. - Installing information. - Installing notes on depth. D0041 &■44-tee-,4-1— RECEIVED ie 3 11994 COMMUNITY O'EVELOPMENT .07/18/1994 10: 337 6311647 :111illirctno OlyrrtractfxiB DALE L. WILLIAMS CIATIFIED OESIGNE1 KING COUNTY; PIERCE COUNTY WILLIAMS CONTRACTING PAGE 02 $PECIALIST9 IN PERCOLATION ?h.ST8 16441 SOUTHEAST 264TH KENT. WAS HIsHITCIN 98042 DU$INES5 PHONE; 631 -1647 Infiltration System Fbr.: Doak. Homes Inc. 11917 - 4th Ave SW Seattle, WA 98146 Location: Lot North (Back Int) of 16239 - 51 Ave So, Tukwilla. l 6 SL #1: 0 -24" Fine Sand and rock; 24 -60" Sand and Gravel, SL #2: 0 -34" Tightl::e• :.'. Jir: Loamy Sand; 34 -60" Little tighter Fine Sand with some Fin `.= . SL #3: 0 -39" Tighter nfown 39 -60" Little tighter Fine Sand with Some Fines. Perc Test Test Hole 1: Taken at 40" deep - 'Bested at 10 Minutes per Inch. Test Hole 2: Taken at 36" deep -- Tested at 4 Minutes per Inch. Soil Log #2: Taken at 60" deep - Tested at 10 Minutes per Inch, Soil Tog #1: Taken at 60" deep - Tested at 3 Minutes per Inch. Hoof Area: 1$?S Sq' •- Driveway and Pad in front of Garage is 1300 Sq'. Total of 21195- Sq' - will use 3000 Sq'. Using percolation rate of 6-10 Minutes per Inch - 117' of trech. .install 120' of 2' x 2' trech. See Attached - Plot Plan for location of Infiltration System. -- Installing information. - Installing notes in depth. #D0041 L.c,) RECEIVED NS 3 11994 COMMUNITY DEVELOPMENT • 7Z. s-G; /72'.41' MAP Ales 'VR e.5/4',."5(ner,,Q4c-..for; , ,PCC. r/O• 7s`0bozo379 ___ 2'. 41 '11'Y ..9, 4.,9 7' soo' _, .JAM.' -,— 2`l -- ` -S497: FAC /NCef ".7J. p L.-died-5J' /rn. U7-44. `h h0-- - - - - -- - . p. M _ 30 .� t\31 .J`-. L� i4J ! /.S .4.a rrnl er7/ ort~ - . - h - ©- - _ .$orb. s'euier .v ./e l os %I. ?a, I \ V GAk. G £/ J7 4'T r(_ �� ,\ Imo. 3o 4 b scR, -V 4. ..ro• .ve8•¢Z'.98'•1' NOTES Deed bearings have been rotated to K.C.A.S. meridian. ,� Due to soil conditions on site, storm drainage, will be addressed through infiltration. iN Land Surveyor's Certificate: This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of ap- propriate State sta and has been properly staked, Name; Date: OV • Certificate No. .01/.0- Short Plat Number • m: • J AL LAO se CYPIPES a /12J R4 ._. "49. C(WC.,4f R. Map on File in Vault Direction: Scale :. /',: 40' 147 Stamp: Page of e. /a ►�a•� ,, 4.4 *6,4 a ca.w•c, S,�eCrn�IUTB 1 N..ERGOLA.T1pN TE°1T.'i� Mme. ►un.r +lu ,wuM.M..�.L1 w{4� .—.— �M..'�^'w� — 1 16441 $040N[A47 254TH K£IVY, w,.,1-11Nt5`pN 96042 •1u1N :ua FFHC1Jt 631.164'7 'DALE L. WILLIAMa C4RTIFIE0 OEIlIGItitA ,C;NG COUNTY/ Ri (FCC P) Ac-ic. (0-7) E " ,54,10.4.122e..• i*+0.4.122 of ”,1 ,v l GOUN'TY rc■ Jb h r tiq je Alt . 6b' tic.* (21470 2e- 0,6.44) r PR Tit; A.> Tit ,'t, X a x m7) ' 10 - i I iL /Arlo.. l a ) s , t 4I Jvoif 6z .4 �µ x3.1 x i iCY 7Z. 6._ $* ;t. s . rY y''I, 1. Q erTh NULL a" Jr. !c' ,AGof �".>i,u t •„ y A 1- • I I C� �t�Y2tt (gontrartirt, SPECIALISTS IN PERCOLATION TESTS GALE L. WILLIAMS CERTIFIED DESIGNER KING COUNTY / PIERCE COUNTY 40 7. 16441 SOUTHEAST 264TH KENT, WASHINGTON 98042 BUSINESS PHONE 631 1647 it T�o 14.4,42 st -s Fa o ti + C z.I.a (7'J o - s, r d -4 /-'' t) i // IL-t_ Y " „ S L .o. // s / • ot,1 -t_ Ay C 44.. r, -, d4 +0 Pk .a ;•�. CITY OF NORMANDY PARK ]'REPARATIOX AND SUBMITTAL OF DRAINAGE CONTROL PLANS 8/15/80 NOTES 1. The infiltration trench shall be located a minimum of 10 feet from the building and adjacent property lines. 2. The total trench length needed can be divided into 2 or more separate trenches, with each length proportional to the total impervious surface drainage to each trench. 3. The infiltration trench and /or pit shall bc:, covered with a filter fabric or .tar paper. 4. An inspection of the infiltration trench and /or pit shall'be required prior to covering with earth. 5. The trench shall be installed parallel to . contour lines. G. The pit volume shall equal the volume of the trench it replaces. MAINTENANCE Preventive maintenance for infiltration trenc1v. s consists of keeping roof gutters free of 1eays. roofing grit, and other debris. This is particu- larly important in autumn when, deciduous trees are in the vicinity. -9- 1trotton (.lyo) Detail Ground) er Fabric Tar Ft3per D3wnspout (Typ) to" 1.4a1 Plan No scale tr.1)1Ch I to!..rt rcr 113rk)no Arra Int t !trot ton ' Trench Fx,e I 1--41-Perforoted Ping: on Irroth My \ --F..0-,...1... bt c ..o. 1 .?.:::9;•.*-i;*: ID yi- :::.:.firi.."-i,.., 7.0* . 411.. Min . - Infiltration Trench Section Ns Scale t II tpi'MeSh Screen I{ 1. r.b,.....,.C.ojrrosion Resistnnt . --r,-nrr-- - --717u 90' Elbnw-1 Tirri 4-Perforated Plor% r7 11.:.:f.:.•.Wt.iii'liflyal;U:2":1:1:21.; • k.Trerch not tom Sholl De Level Trench filled with :lie to IltZwostied gravel Infiltration Trench Detail. tio Scale Grourvi-i" A.111%,c:.• ri pr nom Downspout See Trench Detail Filter Fabric or Tar na PC r . 67:Fr 1.0•Mtn Cover Filter Fohrtc or •Tor Pr Ft°' Mon Cover A)/4 --rit (Medi/nth :11!4' to IliZymchorl grc...••.1 Infiltration Pit Detail No Scale :07/18/1934 10:37 631164(. ''x • OV NO1; :.1;1tifY 1'A1K PREPARATION AND .S111s',iITTA1, OIL DRAINAGE CONTROL PLANS WILLIAMS C_ONTT CT ING C. SELECT THE INFILTRATION TRENCH LENGTH From Table II, below,, s(Ilect the total length of acif5 l t.r:r- • tion trench r•c :quiri d 1.asc.'d on the nee :t. ]ar. 'r aren MOO -c1. tt. I'o o: : :t;nnle, ;i :$su'r:inrc rn rc :olati.on test rc•ii'.,rt i :h :l:v :tl can ln.f:iltratior r:;to bc•Lwi:utt 11 -15 minutes, ; :00O :-;tivarr i t:c,t requires 12S 1inoar tutu of 2 x 2 infiltration trench, PAGE 01 PERCOLATION RATE Iii MINUTES TABLE II ) • 2 3 6 -10 11 -15 23 32 35 39 43 It•IPERVIOUS AREA (square feet; 1500 1 2000 ! 2500 1 3000 1 3500 TRENCH LENGTH REQUIRED (linear teat) 42 48 53 50 6r l 56 6y 70 73 E5 70 80 88 98 106 4.4 95 1i5 117 128. 93 112 1 123 112 1 125 140 12; • 1=- 180 a =u 175 137 156 175 195 149 170 i 191 213 D. PRC POP. IO`' THE TF.'•NCH. TO T!i;F. DRAIN LINES Proportion the length of standard 2 x 2 in £ i i.raltlydn r.rcnch fol. each drftin lint` I):: :AC•G upon its fraction ef t11C tot: 1 area (2758 sq.ft.). A 3 30 - 2758 B 450 - 2758 C 270 2758 D 270 - 2738 E 1( 8 _ 2753 F 300 . 275S G R'80 2758 • x 133 = 17 x 128 = 21 x 128 = 13 x 128 = 13 x 128 = 8 x 128 = 17 x 12841 • ' CITY OF NORMANDY PARK I'in•:I'A11!1'1'IO AND S111:;1I'11•,11, OF DRAINAGE C()\'1'JiOL PLANS C . SELECT CT THE I NFI LTRAT I Ot TRENCH LENGTH �0 / e From Table II, hclo:r, select the total Ien th c�i in fi I•tra- • Lion trench required based on the next lard•:• area ( %000 sq.ft. For example, assuming Lho percolation test report showed an infiltration rate Lc•twuen 11 -15 minutes, 31)(10 square Iert requires 128 linear feet of 2 x 2 infiltration trench. TABLE I I PERCOLATION RATE IN I•UNUTES 1000 I 1500 I ItsPERVIOUS 2000 I 2500 1 ARr 3000 uere feet) 3500 1.4000 1 4500 I 5000 TRENCH LENGTH REQUIRED (linear feet) 2 3 4 -5 6 -1' 23 39 35 39 43 42 48 53 58 64 56 64 70 78 85 70 80 88 93 . 106 84 95 105 117 128. 98 1 i 112 i 123 , 137 149 112 i 1 12S 1 i• 140 j I 156 ! s i 170 1 i I 126 144 138 176 191 140 160 175 195 213 11 -15 D. PROPORTION THE TRENCH TO THE DRAIN LINES 0 Proportion the length or :standard 2 x 2 infiltration trench for each drain line based upon its fraction of the total area (275S sq.ft.). A 360 - 2758 x 128 = 17 5 450 _ 2758 x 128 = 21 C 270 - 2758 x 12S = 13 D 270 _ 2758 x 12S = 13 E 163 _ 2758 x 128 = S F 360 _ 2758 x 128 = 17 G 880 _ 2758 x 128 = 41 TOTAL 130 • CAA Z. JO "'T G71 00 - .. RECEIVED P 0 21994 f�ldi�uvi )Nf Y DEVELOPMENT Jt ruts Viun►;S ... :. , HPID a 002 343E Ell 27 -23 -4 PROJECT # L'13 -X7I CERTIFICATE OF WATER AVAILABI PART A: (TO BE COMPLETED BY APPLICANT) 1. Owner Name /Address /Phone: DARRYL DOAK 11917 4TH AVE. S.W. SEATTLE, WA 98146 PHONE:' 246 -6587 2i Argent or Contact Person /Name /Phone: Sitc Address (Attack map and I'Tel do.rripfion): 16239 51ST AVE. S. • 2. This certificate is submitted as part of an application for: 0 Residential Building Permit ❑ Preliminary Plat 6a Short Subdivision Q Commerdal /Industrial Building Permit ❑ Rezone 0 Other: 3. Estimated number of service connections and meter size(s): 4. \lokicujp.r riictanrc from- naarpt hydrant to the rear of the furthest structure: ft. S. Minimum needs of development tor fire flows: 'pin at a reiUual pressure of 20 psi. Source of minimum flow requirement: Fire Marshal ❑ Developer's Engineer 0 City ❑ Insurance Underwriter ❑ Utility ❑ Other 6. Area is served by: HIGHLINE WATER DISTRICT OWner/A ent' ature: Date: ?''-‘2Z^ P RECEI 3 (Reverse side to be completed by water utility and governing jurisdiction) (Utility) SEP 2 21993 cc�,J Y DEVELOPMENT VJ, 1 r ' JO r nA .Ub 4_' ' .;bb5 TUX PUB WORKS PART B: (TO BE COMPLETED BY.WATER UTILITY) 1. The proposed project is located within TUKWILA, WA H{'1D 0 003 (City /County) Improvements required to upgrade the water system to bring it into compliance with the utilities' 'comprehensive plan or to meet the. minimum flow requirements of the project before connection: IT IS APPROXIMATELY 305' FRCM LOT A, AND 395 FROM LOT B, AND 235' FROM LOT C TO THE NEAREST FIRE HYDRANT. HIGHLINE WATER DISTRICT RECCMMENDS THE INSTALLATION OF A HYDRANT. SEE CONTRACT 89 -2 P. 25/26 3. Based upon the improvements listed above, water can be provided and will be available at the site with a residual pressure of 20 psi at 1000 gpm for a duration of 2 hours at a velocity of 7 • fps as documented by the attached calculations. I hereby certify that the above information is true and correct. S Agency/Phone By HIGHLINE WATER DISTRICT 824 -0375 9/22/93 ' Date PART C: (TO BE 'COMPLETED BY C O VERNITi G JURISDICTION) I. Water Availability - Check one . Acceptable.service. can be provided to this project. Acceptable service cannot be provided to this project unless the improvements listed in item #C2 are met. ❑ System isn't capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) 77.kidl:o pi, �U /po.c t 11_73-- 0/77# • .Ascricy1Phorie 3 ' By Date m v,,ry ;: ,PtiVm n ri' al SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY j� 13 — OO71 do not write in this box number name El Building Permit 1.e. Short Subdivision Proposed Use: 1 1 Preliminary Plat or PUD Rezone or Other Residential S.F. 11 Muli.tFami ly I Commercial 1 Other APPLICANTS NAME PROPERTY ADDRESS OR Q✓ ,� APPROXIMATE LOCATION 4F40;01'—..57-4a-?0,144..e LEGAL DESCRIPTION (Attach map & legal description if necessary) ++++++++++++++++++++++++++++++++++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ SEWER AGENCY INFORMATION 1. a. Sewer service will be provided by side sewer connection only to an existing f11 size sewer Oh) feet from the site and the sewer system has the capacity to serve the proposed use. OR b.n Sewer service will require an improvement to the sewer feet of sewer trunk or lateral to reach the site; and /or the construction of a collection system on the site; and /or (3) other (describe) system of: I I. (1) 1 1 (2) 2. (Mu.t be completed if 1.b above is checked) I� The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR The sewer system improvement will require a sewer comprehensive plan amendment. The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district ff or city. OR b.l I Annexation or BRB approval will be necessary to provide service. b.i I 3. a.S1 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC `7 LFC l '‘SO0.2g UNIT TOTAL qSO cil- (Subject to change on January 1st) METRO Capacity Charge $750 billed by METRO after connection to sewer system. b. Easement(s): — Required ✓Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from "—rj.' signature. �'` VAL VUE SEWER DISTRICT nage'r, T. J. Matelich 9 —�7— 93 Date SEP 2 21993 DEVELOPMENT SEP— 1 7 -93 FR I 1 2: 5 1 LOAF €— HCJMES— I NC . !VIA 4 T. • 72. yG /71.-11' 16 or# P . 0 1 S /ab- .5074/67415A171, fee. ND. 7..1 -0k e9,3 7 t Ne9e ° 442' 8 "fry , P.e -4 „, 7 N ' 7200 \}.' 5Q• Fl: _ /..A .�.'_ £si7; .7,e /Naets .i. M r6wess f'vr /e /rites et 7fi8G 5 . FT t\ s7oRM sE-kve R cs4.er- 70-4, 4 e ",,,Z R � 1 22' [6/9/2.i, " £/ /Jr / /aetr ” /4, d /GZ3y AN C 3D' /D re, ti' e,e °off ' � "1x' .x.57 /2 ' .54-7 • (,.'ro) NOTE: Deed bearings have been rotated to K.C.A.S. meridian. N Land Surveyor's Certificate: This Short Plat correctly represents a survey made by me or under my direction in conformance with the requirements of ap- propriate State statute and has been properly staked. Name: e::-; 4lovi )e Date. . Certificate No. Short Plat Number • /16$1"-41 . , ,; f&.D. raise" *AOk. Map on File in Vault s• 4 Direction: Scale: -o .{7 gp' / Stamp: Page of SEC77 City ` Tukwila DEVELOPER'S PkOJECT WARRANTY REQUEST FORM Developer / author' 6// '7—/z i % /o,23 ciU , NAME OF DEVELOPMENT: DEVELOPMENT ADDRESS: CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) DESCRIPTION OF ITEMS TO BE PLANS/DOCUMENTS WHERE ITE 3e) c� 74. S 7/ ,� by city s NAME: ,a/Mc,/ ADDRESS: 1) j 7 477 74 tie DATE: 8 -/,)__ 9-7.9 PERMIT NO.: G93 — 7/ GA TEL. NO. /6.— 6- 51 CITY/STATE/ZIP y f� A%4 7cs:// //z COMPLETED (REFERENCE n MS ARE DESCRIBED): , 5'h// c)i (JPc ,3,?cl 0 N As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 6 x.5-2 ($150% of value to complete work described above) and attach supporting docunientation for value of work. I will have this work carried out and call for a final inspection by this date: ( a / / 'mil 9.A--), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to co plete all rk list v9 prior tg requesting inspection and release of these funds. SIGNED: la, TITLE: b,4- / / iC's ,T./ 7 SIGNED: 0 Y'. It that AMOUNT: (o15(ea.1 0 Q CASH CASH EQUIVALENT , - THIS FUND IS ,__ D to BE ACCEPTED. DEPARTMENT HEA— DEPOSITED THIS DATE: t3-6—CH CITY RECEIPT NO. / I (0 S RECEIVED BY: ;SECTION $ (to ba completed b deve 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: /rn . .. �atTtoMaa�• \'Slt\ \w.,Y -;M \,. \� \ \' All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: iv= eted by Glfy CHECKED BY: I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. AUTHORIZED BY: DEPARTMENT: ..•.........o�,«<.a:«• <>:raa:v«u; X< X4'n«<oc O... S' aw..:.. w, xow: a:. aa, u<v,<o: <: <:..wo...o..a:•,. <•a:, wc«.va:n<o,.<a:;a;.<•::.v .O w :.::: .,.•�w....w...,.. mete AMOUNT: CASH EQUIVALENT — LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. . >190Y OOObaO'fJ)OOtOOt<P <OOOtO9tt4.YNOP'AYRahWWCOfa i%OtV%,fVW; W[<WJ�400D000Y.t9t Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD RELEASED THIS DATE: RELEASED BY: T .VG<vwJW.gq \VOCWtt«VOCO:p Upon completion send copies to: , FINANCE DEPT. of entire form, Finance personnel shall — Developer — Finance Department — Permit Coordinator, DCD C O N V E R S A T I O N R E C O R D FILE: DARRYL DOAK SHORT PLAT R lease of Cash Assignment FROM: Ann Siegenthaler, D DATE: March 17, 1995 TYPE: Phone WITH: Lt. Steve Kohler, FIRE V-t1LastiLwa, NV Two conditions of short plat: 1) hydrant, 2) paved drive. 1. In absence of Mike Alderson, Steve helped answer questions about installation of fire hydrant for Doak short plat. Doak now obtaining building permits. Short plat conditions from Fire had required that fire hydrant be installed at time of building permits. In checking building permit files, no fire hydrant application or issuance. Steve says on building permit letter, Fire gave Doak option of hydrant or sprinkler installation. Believes Doak's contractor will be applying soon for sprinkler permits. I can conclude that the only remaining short plat condition was the installation of access drive /paving. 2. Greg Villanueva says that Doak obtained the necessary permits, and has installed the paved driveway as required. Based on this, I can release cash assignment for short plat. cc: File 1994„ To: Att: Darrel Doak Doak Homes 119 -4th Ave. S.W. Seattle, WA 98146 246 -8547 We propose to furnish all materials and labor to complete in a substantial and workmanlike manner according to standard practices: ,MO. OW. IN MOIMr 2510 EAST V LEY HWY. SUMNER, A 96390 (206) 93 -0214 FAX 86 5402 PROPOSAL AN CONTRACT About: Asphalt pave roadway for future development. Jobsite: 16239 -51st Ave. S.- Tukwila OUANTITY DESCRIPTION OF WORK BID PRICE Asphalt Pgve, Owner to subgrade to 4. 1/10% grade. AA ASphalting $4,375,00 -4- 3500 Sq, Ft. to place * 4" of 5/8 " crushed rock, compact, place weed killer. Pave with + 2" of Class M/B Asphalt. Tamp edges as needed. NOTE * *AA Asphalting to st bgrade as per time & materials, All of the above work to be completed for the sum of $ 4, 37'5 , 00 . _ , plus tax, If applicable. TERMS: Net Cash Upon Completion. Proposal subject tp change or cancellation after 30 days. if legal action is necessary to collect upon this contract, attorney's fees and court costs may be added, Not responsible for subgrade failures or damage to underground pipes or structures wh n not visable lrorn surface or clearly marked. All permits are the responsibility of the purchaser. Re aectfully submitted, AA Asphalting, Inc. ACCEP ANCE The above proposal is hereby accepted. You are authoriz d to complete the work described, and Uwe agree to pay the amount described according to the terms thereof: Authorized Sign lure This contractor Is registered with the State of Washington, 95), as a generat /specialty contractor and has posted with tt of satisfying claims against the contractor for negligent or contractor's business. This bond or cash deposit may not work done under your contract. II any supplier or material; contractor or subcontractor Is not paid by the contractor o to force payment. If you wish additional protection, you m release" documents from each supplier or subcontractor with further information about lien release documents if yo Department of Labor and Industries. This notice is sent in 18.27.114. PLEASE SIGN AND R. registration No. AAASPI223DF, (Expiration Date 08/01/ e state a bond or cash deposit of $5000.00 for the purpose mproper work or breach of contract in the conduct of the be sufficient to cover a claim which might arise from the used in your construction project or any employee of the subcontractor on your Job, your property may be liened y request the contractor to provide you with original "lien n your project. The contractor is required to provide you request it. General information is also available from the ompllance with the laws of the State of Washington RCW TURN YELLOW COPY , cc O V W c {i 0 cr .0 z L W cc • Z 0 goa • zo v ,. W.J — >w I-0 of w cc OUTSIDE INSIDE REPAIRS DEPOSIT S7Q • u v We — APPL CATJON FOR SIDE SEWER PERMIT PERMIT 4257 EASEMENT No. CARD No. DATE / ' OWNER c et o'',"-Cy / c I JM%alk— CONTRACTOR HOUSE ADDRESS /' z Z — �' / BASEMENT: YES NO NAME SUB - DIVISION LOT No. A BLK. No. SCALE RECEIVED JUL 1 1 1994 COMMUNITY DEVELOPMENT DISTRICT APPROVAL BY DATE rrr.r nrfei fI rt. I HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BEEN MADE AS SHOWN, PRIOR TO BACKFILL RV RATE OUTSIDE INSIDE REPAIRS DEPOSIT $ 70 • APPLICATION FOR SIDE SEWER PERMIT PERMIT 4 2 5 8 EASEMENT No. CARD No. DATE 7 -7-94- OWNER -c2)d rI' 1 / c 1(' CONTRACTOR HOUSE ADDRESS I (p -L " ,5 f BASEMENT:! YES NO NAME SUB - DIVISION LOT No. 2 BLK. No. SCALE RECEIVED JUL 1 1 1994 COMMUNITY DEVELOPMENT I HEREBY CERTIFY THAT THE ABOVE CONNECTION HAS BEEN MADE AS SHOWN, PRIOR TO BACKFILL. DISTRICT APPROVAL BY DATE TEST RESULTS BY DATE KING COUNTY WATER DISTRICT #75 • ACCT. NO. 1 BOOK NO. METER , METER NO. i W ! 1 q SERVICE NO APPLICATION READING DATE 1 — —. q - I METER SIZE DATE OF INSTALLATION PROPERTY ADDRESS E (e);)\. -.- I /12\ 0 .s TELEPHONE NO. 3 gr., - 6 '7 OWNER NAME OF PERSON l 1 TO CONTACT ■ I jr) MAILING ADDRESS \ -` LI W CLASSIFICATION P\ LEGAL DESCRIPTION: LOT(S) 1 UNITS BLOCK ADDITION - )7 noa. 0 c� ?� � , O c.) c / ?) , .00 RECEIVED WITH APPLICATION: • TOTAL FIXTURE VALUE RECE.IV CONNECTION CHARGE INVOICE #. NO PROTEST AGREEMENT Jiff- 1 1 1994 SIGNED PETITION FOR ANNEXATION CUiviit;i,,.;; Di -:: VELQpiO-:.i.`T OTHER The undersigned, hereinafter called the "applicant," hereby makes application for water service from Water District No. 75, King County, hereinafter called the "District," and in consideration that the said District'furnish water, the applicant agrees to pay for the same at the rate and in the manner as provided or to be hereinafter provided by the Board of Water Commissioners and to abide by the othe rules and regulations as may be made by resolution of the Board of Water Commissioners of said District. The applicant further agrees that the Water District hereby reserves the right to charge and collect such rates and enforce such penalties as may be provided by resolution of the Board and to temporarily discontinue the service at any time without notice. It is further agreed that in case the supply of water shall be interrupted or fail by reason of accident or any other cause whatsoever, the District shall not be liable for damages for such interruption or failure nor shall such failure or interruption for any period of time be held to constitute a breach of contract upon the part of the District or in any way relieve the applicant from performing the obligations of this contract. The District, in consideration that the applicant pay the charges and the rates and abide by the rules, regulations and resolutions of the Board In force on the date of this application, or as hereinafter enacted or amended, agrees to furnish water to the premises herein described according to the terms and conditions hereof. Applicant further agrees that he will protect and save harmless the District from all claims for damages occasioned by breaking or leaking of any of the pipes and appurtenances used for the supplying of water. Applicant further agrees that in the event he shall fail to pay the rates, charges and penalties as aforesaid, or if the resolutions, rules or regulations of the District are in any respect violated by applicant, his agent, tenants or persons acting In his behalf, the District may di .nnect wat- :t hi own cost and charge. XACCEPTED: i 1/1/2. Application: This day of i WHITE • Office Copy • PINK • Customer Copy • MANILA HARD COPY • Installation /Shop Files OWNER AUNTIOUIIM THORIZED SIGNATURE ) 19 By: N!B 1 871.9 BOOK NO. SERVICE NO . /7. 6/ DATE KING COUNTY WATER DISTRICT #75 METER APPLICATION METER SIZE ACCT. NO METER NO. \ �r 1 O READING DATE OF INSTALLATION PROPERTY ADDRESS '41 .....arg..r�. ` ..%..�s• - = .r' TELEPHONE NO -) I -f v U I NAME OF PERSON 1 OWNER C' l P J1 c— C TO CONTACT CA C—A. 1 . \ Or)- MAILING ADDRESS (‘ t i I CLASSIFICATION (4 j 3 LcS S(J c),) b° q/ ,-/ (o UNITS LEGAL DESCRIPTION: LOT(S) `] BLOCK ADDITION C C1 C R P C,� >' rcr 1>')c) 0 C) c (-)OcC) RECEIVED WITH APPLICATION: -��::%,o:��: TOTAL FIXTURE VALUE . Nil s•• 1994 CONNECTION CHARGE INVOICE # GOMfvlUNl NO PROTEST AGREEMENT '3EVELQff�9f�f j SIGNED PETITION FOR ANNEXATION OTHER Tha undafalgnad, hofeinallef aalled the "5ppli6ant," hereby riiakos appllcalion for water 'service from Wafer 6ls(iiaf IJo. 38, king County, FierelnafEer called the "District," and in consideration that the said District furnish water, the applicant agrees to pay for the same at the rate and in the manner as provided or to be hereinafter provided by the Board of Water Commissioners and to abide by the othe rules and regulations as may be made by resolution of the Board of Water Commissioners of said District. The applicant further agrees that the Water District hereby reserves the right to charge and collect such rates and enforce such penalties as may be provided by resolution of the Board and to temporarily discontinue the service at any time without notice. It is further agreed that in case the supply of water shall be interrupted or fail by reason of accident or any other cause whatsoever, the District shall not be liable for damages for such interruption or failure nor shall such failure or interruption for any period of tithe be held to constitute a breach of contract upon the part of the District or in any way relieve the applicant from performing the obligations of this contract. The District, in consideration that the applicant pay the charges and the rates and abide by the rules, regulations and resolutions of the Board in force on the date of this application, or as hereinafter enacted or amended, agrees to furnish water to the premises herein described according to the terms and conditions hereof. Applicant further agrees that he will protect and save harmless the District from all claims for damages occasioned by breaking or leaking of any of the pipes and appurtenances used for the supplying of water. Applicant further agrees that in the event he shall fail to pay the rates, charges and penalties as aforesaid, or if the resolutions, rules or egulati9ns of the District are in any respect violated by applicant, his agent, tenants or persons acting in his behalf, the District may disc ;u ect the ater a hif ow cost •nd charge. X ACCEPTED. Application: This .j I day of OWNER ❑ AGENTiBUILDE 19 (r"/ By: UT) RIZED SIGNATURE WHITE • Office Copy • PINK • Customer Grapy • MANILA HARD COPY • Installation /Shop Files WP, 1,0720 AFFIDAVIT I, ARLENE SUE CRUZ, do hereby give authorization and right for the undersigned, DARRYL E. DOAK, SR. of DOAK HOMES, INC. to undertake and supervise all the subdivision work that needs to be done at my property at 16239 - 51st Ave. So., Tukwila, Washington. He is authorized to sign on my behalf. ARLENE QQIftQ\ _ SUE CRUZ ak I5AR L E. DOAI$4 R. 4.--/ke8 DATE �r^ f7 DATE SEP 1 7 1993 o 4 t •; City of Tukwila �'��, (►; 0 ; y John W. Rants, Mayor of /i —+: a;4•: ;; Department of Community Development Rick Beeler, Director June 28, 1994 Mr. Darryl Doak, Sr. 11917 Fourth Avenue S.W. Seattle, WA 98146 RE: Short Plat Application #L93 -0071 Dear Mr. Doak: The City has reviewed your recent revisions to your short plat (subdivision) application. This review included the new sewer easement, Joint Maintenance Agreement, and request for a deadline extension. Each of these items are discussed below, along with other requirements for approval of your short plat. 1. Sewer easement: The legal description of your proposed easement for the 15' sewer line is not correct. It describes the easement as if it were located across the south 15 feet of each lot. In addition, the blanks on the second page of the form were not filled in. Please correct the legal description (see Item #3 below). Enter the owner's name and all notary public information, as requested on the form. Please seethe enclosed copy for corrections. 2. Joint Maintenance Agreement: Blanks left in your proposed Joint Maintenance Agreement (submitted 5/31/94) need to be filled in. Please enter the owner's name, owner's signature, and date. In addition, Item 1 ( "Sewer Line ") on the Agreement should be deleted. This does not apply to your plat, and the roadway easement item includes all utilities. See the attached copy which shows corrections to be made. 3. Legal descriptions: John Pierog of Public Works has informed me that he has been working with you to resolve apparent errors in your legal descriptions. Your legal descriptions must be revised to accurately describe all new lots and proposed new easements. The legal description of the easement in your Sewer Line Easement document must also be revised to 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431 -3665 Mr. Darryl Doak, Sr. Short Plat, 6/28/94 Page 2 accurately show the easement location. To ensure the accuracy of corrections, prior to preliminary approval of your short plat you will need to submit accurate legal descriptions stamped by a licensed surveyor. 4. Setback exception: In my letter of 12/28/93, your request for a front yard exception was granted. As a condition of that approval, you were required to show setbacks for Lots A and B on your survey. Your survey revision received 4/22/94 did not include these setback lines. Please revise your survey include them. The above items need to be completed for preliminary approval of your short plat. In addition, the site improvements listed in my letter of 12/28/93 must be completed for final approval. This includes your proposed fire hydrant, paved access drive and utility lines. Be sure to obtain all required permits prior to beginning any construction. You can contact John Pierog at 433 -0179 for more information on permits. If you choose the option of posting a bond or cash assignment, please contact me for information on necessary forms. Deadline extension: As we have discussed, the deadline for completion of these items was the end of this month. Your letter of June 8, 1994 requested an extension due to delays on other projects. Based on this, and the fact that you have continued to progress on your short plat, your request is granted. The deadline for completion of all short pla requirements is extended to December 31, 1994. Please let me know if I can be of further assistance in resolving any of these issues. Sincerely Ann Siegenthaler Associate Planner cc: John Pierog City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director December 28, 1993 Mr. Darryl Doak, Sr. 11917 Fourth Avenue S.W. Seattle, WA 98146 RE: Short Plat Application #L93 -0071 Dear Mr. Doak: The Department of Community Development (DCD) has completed a preliminary review of your short plat (subdivision) application. This review included compliance with Sensitive Areas Ordinance requirements and Zoning Code setback requirements, as noted below. 1. Sensitive Areas Ordinance requirements Your property appears on our maps and in your survey as having a steep slope (slopes greater than 15% grade). Under our Sensitive Areas Ordinance, development of property with a steep slope typically requires an Administrative Planned Residential Development Permit (TMC 18.45.060(2)). In addition, the Ordinance requires that the location of steep slopes be shown on your plans (i.e. topographic survey) (TMC 18.45.060, TMC 18.45.080(e)(4)), and that you submit a geotechnical report (TMC 18.45.040(d)(1)), TMC 18.45.080(e)(4)). However, we have waived these requirements as provided for in the Ordinance (TMC 18.45.060, TMC 18.45.020(f)(2)). This waiver has been granted because the slope appears as an isolated Class 2 slope, because your parcel has been previously cleared and developed, and because your proposal maintains buildable non -slope areas. The waiver is also based on a site inspection, which indicates that the slopes are not accurately shown on City maps. Our site inspection revealed a 4 -5' bank along your rear property line. This bank is cleared of trees, and appears to be the result of previous development. 2. Zoning Code setback requirements: The Tukwila Zoning Code states that the front of a lot is "that portion nearest the street..." (TMC 18.06.470). This means that the 30 -foot front setback for Lots A, B, and C would be measured from the east property lines (nearest to 51st Avenue). 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Mr. Darryl Doak, Sr. Short Plat, 12/28/93 Page 2 However, the 'Code provides for exceptions to front yard requirements (TMC 18.50.070). Under this provision, DCD may make an exception, and substitute "a special yard requirement." Accordingly, DCD has reviewed your written request dated November 15, 1993 for an administrative exception to the front setback requirement for Lot B. Based upon a review of your lots and the Code's exception criteria, DCD has given preliminary approval of your request. The normal front yard for Lot B, along the east (side) property line, is to be substituted with the side yard required by the Code, i.e. 5 feet. A 30 -foot setback will be required along the north (front) property line. This special yard requirement is consistent with the yards provided on adjacent lots. To have your setback exception approved, you will need to show all of the setback lines for both Lots A and B on your survey. REQUIREMENTS FOR PRELIMINARY APPROVAL Prior to approval, your short plat must also meet the requirements of other Tukwila codes. We have previously discussed most of these requirements. To confirm these with you, I have listed below the items which need to be completed for preliminary approval: 'Utilities: 1. Your short plat must provide for storm drainage for all lots. This will require a storm drainage plan, drawn by a licensed engineer, showing existing and proposed storm drainage improvements and easements, including detention or conveyance systems. Alternatively, if soils and grades allow stormwater infiltration, you may use soil infiltration rather than new storm improvements. If you can use this method, your survey should note that "Due to soil conditions on site, storm drainage will be addressed through infiltration." 2. The 5 -foot wide sewer and storm water easements shown on your survey map do not meet current standards. The minimum width required for maintenance and repair work in utilities easements is 10 feet. Your a) survey and b) legal descriptions need to be revised to create the new 10 easements. Mr. Darryl Doak, Sr. Short Plat, 12/28/93 Page 3 3. The location and size of water and sewer utility mains, and how /where individual lots will access these mains, need to be shown on your survey. 4. The location of and distance to the nearest fire hydrant, and any additional required hydrants (see Item #5 below) must be shown on your survey map. Please contact John Pierog in our Public Works Department (433 -0179) for further information on utilities requirements. Fire protection /service: 5. Under Tukwila Fire codes, residential buildings must be located within a 250 -foot vehicular distance from the nearest existing hydrant. Based on your survey and front yard setbacks, it appears that future homes on your proposed lots will exceed this distance. Therefore, you will be required to do the following: A. Include a notation on your survey that "Sprinkler systems which meet City codes must be installed in any home located more than 250' from a fire hydrant;: and sign a No- Protest Water Agreement for future upgrade of hydrants to serve your lots (attached); OR B. Install a hydrant prior to approval of your short plat, so that all future homes are within 250' of a hydrant. The Highline Water District (824 -0375) can provide specific information on hydrant installation. Chief Mike Alderson at our Fire Department (575 -4404) can provide further information on general fire service requirements. REQUIREMENTS FOR FINAL APPROVAL In order to forward your application to the Short Subdivision Committee for final approval, you must install all necessary site improvements, as follows: 1. Install your access drive. The driveway must be paved, with a minimum width of 20 feet. The slope of the access drive may not exceed 15 percent. 2. Install all necessary utility lines up to lot lines (water and sewer lines with lot stub - outs). Please note that the Mr. Darryl Doak, Sr. Short Plat, 12/28/93 Page 4 Tukwila "undergrounding ordinance" requires that all utilities be placed underground. 3. Install new fire hydrant per Water District standards, if you elect not to sprinkle future homes. 4. You will need to obtain all required permits prior to beginning any construction. For sewer and water permits, contact the individual provider District. For City of Tukwila utilities and roadway construction, contact John Pierog of Public Works at 433 -0179. 5. Provide me with copies of water meter receipts (from Highline Water District) and side sewer permit (from Val Vue). 6. Notify me when site improvements are complete, so that the City can conduct a final inspection. Alternatively, you may provide assurances for future construction of these improvements through posting of a bond (or Assignment of Account, or Letter of Credit) for 150% of the construction cost. If you wish to pursue this option, please contact me for information on necessary forms. The items listed above must be completed within six months from the ,date of this letter, otherwise your current application will expire and a new application will be required. When these items have been completed, your application will be forwarded to the Short Subdivision Committee for approval. Review by the Committee requires approximately one week. Please let me know if I can be of further assistance in resolving any of these issues. Sincerely Ann Siegent.aler Associate Planner cc: John Pierog Chief Alderson Encl: Water System No Protest Agreement SHOP,., PLAT APPLICATION CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3680 STAFF APPLICANT Name: D / E Address: l /9/ 7 �/7X /S! & e — 0375 (Tec) FG4X: yay — 0gocp City: S .;;.rte- ') Signature: l' 1/....-12t LOCATION Street Address: Zip: F)f'/ v( Phone Date: F- /6 3 Y 5-/57- 7-4160 (/4 0, ,9 If vacant, indicate lot(s), block and subdivision; or tax lot number, access street, and nearest intersection. PARCELS Zoning District Existing Use Proposed Use Proposed Lot Size QUARTER A SECTION B �.3 TOWNSHIP C RANGE K.K6U A-3 E D DATE OF LAST PLAT: / SEP 1 f 1993 co;vii`ricif• CY DEVELOPMENT tAC.e a `4c,14Z7 s;x; 5C. 5;A 7C 72‘0 / 5_ j; 11,--: r...::::,..,,.- 7 ,.... DATE OF LAST PLAT: / SEP 1 f 1993 co;vii`ricif• CY DEVELOPMENT 9409151226 S1 RT PLAT NUMBER G-9 3 d Q 7 .:ITY OF TUKWILA, WASHING'I ,. •.J RECEIVED SEP 1 1994 LEGAL DESCRIPTIONS BEFORE THE SHORT SUBDIVISION: 5Z A77 C/-- 't' AFTE.R THE SHORT SUBDIVISION: 9409151226 .5&75 , 77 Ice - /E'- --- This space reserved for recorder's use Return to: Dept. of Community Development `, y r'Planning Division City of Tukwila 6300 Southcenter Boulevard i f 1993 Tukwila, Washington 98188 Cam% ;VI Mice'N1TY. (DEVELOPMENT COIVIIV1UNi tY DEVELOPMENT APPROVAL Reviewed and approved by the Short Subdivision Committee . d hereby certi- fied f filin ; this .a day of ,191'. Chairman;' —ort Subdivision Committee DEPARTMENT OF ASSESSMENTS Examined and approved this day of , Sett94evi,, o r ,191) Assessor ■AL-r,„_. Deputy Assessor 5 -379m'-b36a A- 5311 —0)61 4 S7 "Ma -036a Page / of 9409151226 fND: CONC. it/O /.. _-.( sior.:5�Wb 'ssAe •, :PeC ND• 7.5'- 0b020370 — N6f3° 42'31 - - 9SG.97' - 1 , SS. oa' , �9..!19 ' wi � N o '9 `L- S Al T FDR /N!,RC.S.S. 0 -n Y a144 "'SR 6-55 4La.s/2 4\ r7/06", L/NE�� .---r\ � - - - - 2-2:::. - :t\e ;s'ar7. 9eu/er. e,V41 04'5 5 v.-7,--Y9,52,' - -.- •- .11) f lialifz' '14"*" k.. t Int17-1..7•Z 22' t 94%/.1 See,oi / %clued 5J•/ " %e d exit /Y f1 I/ 72.56' 1 /4.' FT. (J1 ive8.° 2'38 "1Y Deed bearings have been rotated 42,'40 4 to K.C.A.S. meridian. N Due toksoil conditions on site, storm drainagN T4 will be addressed through infiltration. 14 Land Surveyor's Certificate: GThis Short Plat correctly represents a survey made by me or gel under my direction in conformance with the requirements of ap- 01 propriate Sta stag and has been properly staked. ti GAR, ti 6 /4' 7''/6237 Tz'r 30.4 ti C 75137.1 .' f w`2 .SCR. • /O . . -¢. /-(� e 4' 357 /2 ' ,e6-erdir.e -' (7-YP.) Name: Date. �G -c�G= -cam III/IIIIIIINI /r /rIIIIIIpIq� Cert e la X12 Short Ft 1699'394 DEVELOP ML /6 .5T FWD. CO.YC•,JfO #. Map on File in Vault Direction: Scale: / ex/ srmi /,�yal• .0 f0 Stamp: Page a of eo• S LEGAL— DESCR-I PT I 4JEFORE THE SHORT SUBD I V-I-ST A-- BEGINNING.AT A POINT ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DISTANT NORTH 89 °59'10" WEST 356.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27 AND RUNNING; THENCE SOUTH 0 °15'50" EAST 901.20 FEET TO THE TRUE POINT OF BEGINNING; RUNNING THENCE SOUTH 89 °59'10" EAST FROM THE TRUE POINT OF BEGINNING 355.67 FEET TO EAST LINE OF SAID SECTION 27; THENCE ALONG SAID EAST LINE SOUTH 0 °14'13" EAST 145.20 FEET; THENCE NORTH 89 °59'1.0" WEST 355.61 FEET TO POINT WHICH BEARS SOUTH 0 °15'50" EAS'i' FROM TRUE POINT OF BEGINNING; .THENCE NORTH 0 °15'50" WEST 145.20 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 30 FE;T FOR ROAD; EXCEPT THAT POR'.iON DEEDED TO KING COUNTY FOR 49TH AVE. S. BY DOCUMENT RECORDED UNDER RECORDING NO. 7503250337; EXCEPT THAT PORTION CONVEYED TO SAMUEL C. PALMER AND BETTY J. PALMER, HUSBAND AND WIFE BY DOCUMENT RECORDED UNDER RECORDING NO 7507100044. 0 LEGAL DESCRIPTIONS AFTER THE SHORT SUBDIVISION: PARCEL A That portion of the north 72.60 feet lying east of the west 55 feet of the following described property: 9409/51226 BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DISTANT NORTH 89 °59'10" WEST 356.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27 AND RUNNING; THENCE SOUTH 0 °15'.50" EAST 901.20 FEET TO THE TRUE POINT OF - BEGINNING; RUNNING THENCE SOUTH 89 °59'10" EAST FROM THE TRUE POINT OF BEGINNING 355.67 FEET TO EAST LINE OF SAID SECTION 27; THENCE ALONG SAID EAST LINE SOUTH 0 °14'13" EAST 145.20 FEET; THENCE NORTH 89 °59'4.0" WEST 355.61 FEET TO POINT WHICH BEARS SOUTH 0 °15'50" EAST FROM TRUE POINT OF BEGINNING; THENCE NORTH 0 °15'50" WEST 145.20 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 30 FET FOR ROAD; EXCEPT THAT POR':iON DEEDED TO KING COUNTY FOR 49TH AVE. S. BY DOCUMENT RECORDED UNDER RECORDING NO. 7503250337; EXCEPT THAT PORTION CONVEYED TO ?SAMUEL C. PALMER AND BETTY J. PALMER, HUSBAND AND WIFE BY DOCUMENT RECORDED UNDER RECORDING NO 7507100044. SUBJECT TO an easement for ingress, egress, sewer, water, power, telephone, gas line and all other utilities over the north 30 feet thereof. SUBJECT TO an easement for sanitary sewer and natural gas line over the south 5 feet-thereof. RECEIV E.;(:) JUL 0 6 1994 CUiVINIUIVI ( Y DEVELOPMENT PARCEL B: The west 50 feet ark, the east 5 feet of the west 55' , 2et of .the north" 12.60 feet of the follow' • BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DISTANT NORTH 89 °59'10" WEST 356.10 FEET FROM THE NORTHEAST CORNER OF. SAID SECTION 27 AND RUNNING; • THENCE SOUTH 0 °15'50" EAST 901.20 FEET TO THE TRUE•POINT OF. BEGINNING; RUNNING THENCE SOUTH 89 °59'10" EAST FROM THE TRUE POINT OF BEGINNING 355.67 FEET TO EAST LINE OF SAID SECTION 27; THENCE ALONG SAID EAST LINE SOUTH 0 °14'13" EAST 145.20 FEET; THENCE NORTH 89 °59''.0" WEST 355.61 FEET TO POINT WHICH BEARS SOUTH 0 °15'50" EAS'. FROM TRUE POINT OF BEGINNING; THENCE NORTH 0 °15'50" WEST 145.20 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 30 FE2T FOR ROAD; EXCEPT THAT POR'..iON DEEDED TO KING COUNTY FOR 49TH AVE. S. BY DOCUMENT RECORDED UNDER RECORDING NO. 7503250337; EXCEPT THAT PORTION CONVEYED TO SAMUEL C. PALMER AND BETTY J. PALMER, HUSBAND AND WIFE BY DOCUMENT RECORDED UNDER RECORDING NO 7507100044. SUBJECT TO an easement for side sewer over the north 5 feet thereof; SUBJECT TO AND TOGETHER WITH an easement for sanitary sewer and natural gas line over the south 15 feet of the north'82.60 feet of the above described main parcel; TOGETHER WITH an easement for ingress, egress, sewer, water, power, telephone, gas line and all other utilities over that portion of the north 30 feet lying east of the west 55 feet of the above described main parcel. 9409151226 PARCEL C: That portion of the south 72.60 feet lying east of tte west 50' of the following: BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DISTANT NORTH 89 °59'10" WEST 356.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27 AND RUNNING; THENCE SOUTH 0 °15'50" EAST 901.20 FEET TO THE TRUE POINT OF BEGINNING; RUNNING THENCE SOUTH 89 °59'10" EAST FROM THE TRUE POINT OF BEGINNING 355.67 FEET TO EAST LINE OF SAID SECTION 27; THENCE ALONG SAID EAST LINE SOUTH 0 °14'13" EAST 145.20 FEET; THENCE NORTH 89 °59''.0" WEST 355.61 FEET TO POINT WHICH BEARS SOUTH 0 °15'50" EAST FROM TRUE POINT OF BEGINNING; THENCE NORTH 0 °15'50" WEST 145.20 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 30 FET FOR ROAD; EXCEPT THAT POR'.iON DEEDED TO KING COUNTY FOR 49TH AVE. S. BY DOCUMENT RECORDED UNDER RECORDING NO. 7503250337; EXCEPT THAT PORTION CONVEYED TO SAMUEL C. PALMER AND BETTY J. PALMER, HUSBAND AND WIFE BY DOCUMENT RECORDED UNDER RECORDING NO 7507100044. SUBJECT TO AND TOGETHER WITH AN EASEMENT FOR SANITARY SEWER AT NATURAL GAS LINE OVER THE NORTHIO FLU THEREOF. RECEIVED JUL U 61994 GOIVlivlutvt I Y DEVELOPMEN 940915122E JOINT MAINTENANCE AGREEMENT Notice is hereby given that ARLENE SUE CRUZ owner of the following decribed tracts of land; Parcel "A" legal attached as part of this subdivision. Parcel "B" legal attached as part of this subdivision. do hereby establish this agreement and convey unto all present and fizture owners, their heirs and assigns, of all or any of the foregoing described tract of land: The maintenance of the easement granted and conveyed in short subdivision of CITY OF TUKWILA NO. L93- 0071. This agreement shall be binding upon all present and future owners of the parcels created under the aforementioned document. It is agreed that the cost of keeping the casement roadway for ingress and egress and all utilities, water and power; telephone and other the utilities over and under the easement in a state of good repair. and the roadway will be kept in a generally attractive condition, and shall be the responsibility of the owners of the parcels A and B. SIGNATURE OF OWNER RECEIVED JUL 1 1 1994 COMMUNITY DEVELOPMENT 76-9= DATE o'8 9409151226 FILED FOR THE RECORD AT THE REQUEST OF: DARRYL E. DOAK, SR. SEWER LINE EASEMENT ; SEE FILE # L93 -0071 ( CITY OF TUKWILA ) EASEMENT GRANTING RIGHT TO ENTER UPON LAND, MAKE SLOPES AND CUT TO REPAIR, CLEAN OR RECONSTRUCT THE SANITARY SEWER. Whereas the grantor, Miss Arlene Sue Cruz, a single person (hereinafter the owner ) owns real property at 16239 - 51st Ave S. Tukwila, King County, Washington .The owner in fee simple of certain real property, more specifically described as: The Easterly Half of lot # 22, Block 5, McMicken Heights, Division #2, According to the Unrecorded Plat Thereof In Tukwila, In the County of King, State of Washington. Nov therefore, the above Described Parcel , will be divided into three lots known as lots A and B and C. The owner is desirous of establishing an easement for sanitary sewer and natural gas. The sanitary sewer easement 15 feet in width for the benefit of each of the said properties below and the two properties adjacent westerly. The natural gas in this easement is to benefit Lots A and B. 1. Legal desrciption of location of easement is : As shown in attached short plat survey, Tukwila Short Plat # L93 -0071 and as described in attached legal descriptions. 2. The cost of maintenance, repair or reconstruction of that portion of the sewer used in common shall be borne in equal shares, except that the owner of any lower parcel shall not be responsible for the part of the sewer above their connection; and when necessary to repair, clean or reconstruct the sewer, the parties to this agreement shall have a right of entry for that purpose. 3. This agreement shall be a covenant running Nvith the land and shall be binding unto all parties, their heirs and assigns forever. RECEIVED JUL 0 71994 CON.,, DEVELOr'ivit:NT 9409151226 LDLEQAQ ARLENE SUE CRUZ NAME P.02 7 -6.-9� DATE IN WITNESS WHEREOF, we hereunto set our hand and seals the day and year first above written.. STATE OF WASHINGTON) SS COUNTY OF KING This is to certify that on this �ij day of undersigned, a notary public in and the State of Washi sworn, persopall�� came , 199t, before me, the gton, duly commissioned and -eite Sixth Cr%4z, (AND) to me known to be the parties who executed the within instrument, and acknowledged to me that ( they, he signed and sealed the same as (their, his Q ) free and voluntary act and deed for the uses and purposes therein mentioned. WITNESS my hand and seal this day and year ip this 9crifj ate fi t abo e r n. Notary Public in and for the state of Washington, - o residing at jLfj (,v I+ Rit CortotiTsiltt, 77L 8 9409151226 SIGNATURES DECLARATION: Know all men by these presents that we, the undersigned, owner(s) in fee simple and /or contract purchaser(s) of the land herein described do hereby make a short subdivision thereof pursuant to RCW 58.17.060 and acknowledge that said subdivision shall not be further divided in any manner within a period of five years, from date of record, without the filing of a final plat. The undersigned further declare this short plat to be the graphic representation of said short subdivision and the same is made with the free consent and in accordance with the desire of the owner(s). In witness w -re •f we hav set ur hands and seals. Name. Khrl ail Na.-ne• Name. Name. Name: Name. Name. Name. STATE OF WASHINGTON County of King On this day personally appeared before me lkv� I-eu_e 5 Cr&c- to me known to be the individual described in and who executed the within and foregoing in- strument, and acknowledge that 5 kJ-- signed the same as (&O free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this day of STATE OF WASHINGTON County of King (A• ,19 '3 .L, .4/117 otary u• is in an. pr the St -, >- of hington, residing at raid (A)a a i/ 7 -/ zl_c On this day personally appeared before me to me known to be the individual described in and who executed the withinra`dEfotegoing;n- , strument, and acknowledge that signed the same as free and voluntary act and deed, for the uses and purposes therein mentioned. SEA' i 199'3 GIVEN under my hand and official seal this day of ,19 Short Plat Number 473 -07/ Notary Public in and for the State of Washington, residing at Page of SHOF, " PLAT APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3680 The following materials must be submitted with your application. This checklist is provided to assist you in submitting a complete application. Please do not turn in your application until all items which apply to your proposal have been checked off. If you have any questions, contact the City of Tukwila Planning Division at 431 -3680. TURN THISVHECKUST WITH YOUR P.PLICA.TI Application Form Short Plat Fee — $200.00 (non- refundable) 1Y1 Legal Description (existing and proposed) Page Affidavit of Ownership Page Map Page '- (''7 Title report dated within 30 days.`. 5:'�;t / L -tom. ' X PRD application (if your site is in a sensitive area or sensitive area buffer) The map should be a scaled drawing on paper no larger than 8-1/2" by 14" and should include the following elements: ' 1 Northpoint, scale and date. ErDashed lines showing location of existing lot line(s) and solid lines showing proposed lot line locations. EDimensions of all easements existing and proposed. Access, including width, name and condition of adjacent streets. HDimensions of all lines and total lot or parcel sizes. (Lot size includes area of easements) Mean lot width of all residential lots. exceeds gra. -s of 15 %.) • N 1} Location of septic tank drain field or sewer lines and water mains. FT Existing structures and distance to property lines. Existing trees over 6" in diameter by species. J,�w1tA,gs . A0110 _ 1 , City of Tukwila John W. Rants, Mayor 1 f = �` • 40../ Department of Community Development Steve Lancaster, Director 1908 TO: Kim Hart, Finance FROM: Ann Siegenthaler M E M O R A N D U M 19bMg DO uf ' be/ aate49 -4701 RE: CASH ASSIGNMENT RELEAS Doak Short Plat #L93 -0071 r 1 Doak._._ DATE: March 17, 1995 On 8/15/94, Darryl Doak submitted a Cash Assignment with a Developer's Project Warranty Form. The Cash Assignment was required by the City to guarantee completion of site improvements for the Grosso Short Plat. The required site improvements have been completed to the satisfaction of the City. Therefore, I request that you release the above described Cash Assignment. In this special case, PLEASE GIVE THE CHECK TO DCD FOR PICK -UP BY THE DEPOSITOR. Darryl is in a rush, and wants to pick up the check himself. A copy of the Project Warranty Request Form is attached. If you have any questions regarding this release request, please let me know. Thanks! cc: File Encl: Copy of Project Warranty Request Form 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 SEC..TION a, (to :be tillacf fn by developer / author City ' Tukwila DEVELOPER'S PkOJECT WARRANTY REQUEST FORM NAME OF DEVELOPMENT: DEVELOPMENT ADDRESS: / 3q S /-, ,,4 ' - DATE: — / PERMIT NO.: 493 — Gb 7/ CASH ASSIGNMENT NAME: c A/s,!__ „7 . , r c -,I-A. S. „- . TEL. NO. t'6-- 6 587 SHALL BE REFUNDED ADDRESS: % / ” BY MAILING TO: i 9/ % `-' 7% C/C �ccc /. (please print) CITY /STATE/ZIP „Se:wp�- �' A%,4 7 cr///1/ ,6 DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE n `� PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): /Y 5 :ial / ` / r)/', (..,F'e+_),!�t� 0 ti "71.e 4)0,--7---4'. As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent In the amount of $ 1/4.5-(2 , 3 0 ($150% of value to complete work described above) and attach supporting docunfentation for value of work. I will have this work carried out and call for a final inspection by this date: ( a / /L'/ j,-"), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to co piece all w rk list td%abov9 prior tg requesting inspection and release of these funds. SIGNED: i/la, �l TITLE: .¢-% /7�a/0 s /v f �EG%7t7N �2 let SIGNED: /i ).0 /'L f .c - /7 AMOUNT: et? (pi '5 ( . rO CD CASH CASH EQUIVALENT THIS FUND IS AUTH • . DiO BE ACCEPTED. DEPARTMENT HEAD:---7--- .40-% CITY RECEIPT NO. / j (u rJ MIiK�•iiPiiv(iiJ>j.' m.....ia::3 DEPOSITED THIS DATE: - C;TI 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: CHECKED RECEIVED BY: •/ • \W !oY. ^ttM !Lan'C•.v,... �(oaKCMKK. \�KO>t...... All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. /ice 2L�� G)1 DATE: I have reviewe the above work and found it acceptable and therefore authorize the elease of the above cash assignment. THORIZED BY: • ,»xvaxcc » I .a w <a.0wo4 •xu.::•.Q,.. »:::..•..:<a,•;.:arow:44W. .;Hw,o.w >..;aa W « )T.::vnCi0iWW' DEPARTMENT: ;,, Luc.:« avxwa::.•: x« aruwoc:aw:ow»cauaw<•:.,o�r.•>:. • r..: ..v...•�:wi..Y:.�.R AMOUNT: CASH EQUIVALENT — LETTER AUTHORIZING RELEASE RELEASED THIS DATE: CASH CITY CHECK NO. xw<a.x; x Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD RELEASED BY: , FINANCE DEPT. Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD AFTER RECORDING RETURN TO: DOAK HOMES INC. 11917 4th Ave S.W Seattle Wa. 98146 Request for Exception to Yard Regulations # 18.50.070 Whereas, Miss Arlene Sue Cruz, a Single Person is the owner of the following described parcels; PARCEL;(Being known as the Easterly Half of lot #22, Block 5, McMicken Heights, Division # 2, According to the Unrecorded Plat Thereof.) In Tukwila, In the County of King,State of Washington. And Whereas, Miss Arlene Sue Cruz, is the owner of: Now Therefore, the above Described Parcel,lot #22, Block 5, will be divided into three lots known as lots A and B and C, And Whereas, the described parcels,lot #22, Block 5, lot A and B, will be serviced by an easement 30' in width accoss lot A, in a east, west direction on the northside of lot A for ingress, egress and utilities, over, under, and across the following described parcel on lot A. And Whereas, the described parcels, lot #22, Block 5, lot B, will be serviced by an easement 10' in width across lot A, in a east west direction,on the south side of lot A for utilities, named as sewer, stormsewer,and gas, over, under and across the following descrided parcel on lot A. Parcel; (being known as the easterly half of lot 22, block 5, Mcmicken heights, division #2, according to the unrecorded plat thereof.) Tukwila, Situate In The County of King, State Of Washington. Now,therefore,the above described lot B, is not in keeping with the prevailing yard patterns. We are know requesting the Planning department to waive the requirements for the normal front yard and substitute therefor a special yard requir- ments which shall not exceed the average of the yards provided on adjacent lots. As stated in Tukwila Municipal Code Page 18 -60 Ord.18.50.070 (3) Yard regulations. This Request is to change the frontyard to the sideyard on Eastside of lot B, And to change the sideyard to the frontyard on the northend of lot B. This Change will improve the use and buildablity of this proposed lot B. Also a more liveable home my be constructed with this change in lot B. Day of t.! V H'f i)•L ).? , 1993. Q1L i(U, doak homes 51st avenue south building site plan utility site FIRST AMERICAN TITLE INSURANCE COMPANY FOURTH AND BLANCHARD BUILDING SEATTLE, WASHINGTON 98121 206 - 728 -0400 ORDER NO. 249847 -5 SHORT PLAT CERTIFICATE TO: ARLENE CRUZ 11917 4TH AVENUE SEATTLE, WA 98146 CERTIFICATE FOR FILING PROPOSED DEAR SIR: IN THE MATTER OF PLAT SUBMITTED FOR YOUR APPROVAL, THIS COMPANY HAS EXAMINED THE RECORDS OF THE COUNTY AUDITOR AND COUNTY CLERK OF KING COUNTY, WASHINGTON, AND THE RECORDS OF THE CLERK OF THE UNITED STATES COURTS HOLDING TERMS IN SAID COUNTY, AND FROM SUCH EXAMINATION HEREBY CERTIFIES THAT THE TITLE TO THE FOLLOWING DESCRIBED LAND SITUATE IN SAID KING COUNTY, TO -WIT: BEGINNING AT A POINT ON THE NORTH LINE OF SECTION 27, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DISTANT NORTH 89 °59'10" WEST 356.10 FEET FROM THE NORTHEAST CORNER OF SAID SECTION 27 AND RUNNING; THENCE SOUTH 0 °15'50" EAST 901.20 FEET TO THE TRUE POINT OF BEGINNING; RUNNING THENCE SOUTH 89 °57'10" EAST FROM THE TRUE POINT OF BEGINNING 355.67 FEET TO EAST LINE OF SAID SECTION 27; THENCE ALONG SAID EAST LINE SOUTH 0 °14'13" EAST 145.20 FEET; THENCE NORTH 89 °59'10" WEST 355.61 FEET TO POINT WHICH BEARS SOUTH 0 °15'50" EAST FROM TRUE POINT OF BEGINNING; THENCE NORTH 0 °15'50" WEST 145.20 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE EAST 30 FEET FOR RAOD; EXCEPT THAT PORTION DEEDED TO KING COUNTY FOR 49TH AVENUE SOUTH BY DOCUMENT RECORDED UNDER RECORDING NO. 7503250337; EXCEPT THAT PORTION CONVEYED TO SAMUEL C. PALMER AND BETTY J. PALMER, HUSBAND AND WIFE BY DOCUMENT RECORDED UNDER RECORDING NO. 7507100044. PAGE 1 OF 3 SHORT PLAT CERTIFICATE CONT. (BEING KNOWN AS THE EASTERLY HALF OF LOT 22, BLOCK 5, MCMICKEN HEIGHTS, DIVISION NO. 2, ACCORDING TO THE UNRECORDED PLAT THEREOF.) SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VESTED IN: ARLENE SUE CRUZ, AS HER SEPARATE ESTATE SUBJECT TO: 1. GENERAL TAXES. THE FIRST HALF BECOMES DELINQUENT AFTER APRIL 30TH. THE SECOND HALF BECOMES DELINQUENT AFTER OCTOBER 31ST. YEAR: 1993 AMOUNT BILLED: $1,244.38 AMOUNT PAID: $ 622.19 AMOUNT DUE: $ 622.19, PLUS INTEREST AND PENALTY, IF DELINQUENT ASSESSED VALUE OF LAND: $55,500.00 ASSESSED VALUE OF IMPROVEMENTS: $40,900.00 TAX ACCOUNT NO.: 537980 - 0360 -09 2. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: ARLENE SUE CRUZ, AN UNMARRIED INDIVIDUAL TRUSTEE: FIRST AMERICAN TITLE INSURANCE COMPANY, A CALIFORNIA CORPORATION BENEFICIARY: WASHINGTON MUTUAL SAVINGS BANK ORIGINAL AMOUNT: $41,000.00 DATED: APRIL 27, 1993 RECORDED: MAY 3, 1993 RECORDING NO.: 93050331155 3. EASEMENT AND CONDITIONS CONTAINED THEREIN AS GRANTED IN INSTRUMENT: RECORDED: NOVEMBER 18, 1930 RECORDING NO.: 2642542 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY FOR: RIGHT TO ENTER SAID PROPERTY TO OPERATE, MAINTAIN AND REPAIR AN ELECTRIC TRANSMISSION AND /OR DISTRIBUTION SYSTEM LOCATED IN THE STREET ADJOINING SAID PREMISES, TOGETHER WITH THE RIGHT TO CUT BRUSH AND TREES, WHICH MAY CONSTITUTE A DANGER TO SAID LINES (AFFECTS A PORTION OF THE PROPERTY HEREIN DESCRIBED) PAGE 2 OF 3 SHORT PLAT CERTIFICATE CONT. 4. EASEMENT AND CONDITIONS CONTAINED IN DOCUMENT: RECORDED: AUGUST 26, 1983 RECORDING NO.: 8308260626 IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY FOR: UNDERGROUND ELECTRIC SYSTEM AFFECTS: THE LEGAL DESCRIPTION CONTAINED IN SAID EASEMENT IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN SAID PREMISES 5. SIDE SEWER EASEMENT AND CONDITIONS CONTAINED THEREIN LOCATION: WIDTH: RECORDED: RECORDING ALONG THE LINE AS CONSTRUCTED 5 FEET JUNE 2, 1975 NO.: 7506020378 SAID EASEMENT CONTAINS A PROVISION FOR BEARING EQUAL COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION BY THE COMMON USERS. 6. SIDE SEWER EASEMENT AND CONDITIONS CONTAINED THEREIN LOCATION: WIDTH: RECORDED: RECORDING ALONG THE LINE AS CONSTRUCTED 5 FEET JULY 10, 1975 NO.: 7507100046 SAID EASEMENT CONTAINS A PROVISION FOR BEARING EQUAL COST OF MAINTENANCE, REPAIR OR RECONSTRUCTION BY THE COMMON USERS. RECORDS EXAMINED TO SEPTEMBER 8, 1993 AT 7:30 A.M. CHARGE: $200.00, TAX $16.40 BY (TITLE OFFICER) PAGE 3 OF 3 NOTICE This Sketch is furnished as a courtesy only by First American Title Insurance Company and it is NOT a part of any title commitment or policy of title insurance. This sketch is furnished solely for the purpose of assisting in locating the premises and does not purport to show all highways, roads, or easements affecting the property. No reliance should be placed upon this sketch for the location or dimensions of the property and no liability is assumed for the correctness thereof. 62ND S ST. ria'fio sf 6 Mq d T k 600,4 ORDER NO. SEC- .. a1iSDpr '� 4 d ¢/c o R ti�P. 'p 11,' .'J tie I Ot2y ti: et tto % : NV 41 b .. �_3 • 74 7t 7s• s+ TWP - RNG • • g w ' N me It. s1•.e✓ /70111 v N I / / .Itst.,00 • /70. ma to a l�• ro. /5/4 w 10 O psIL 1 /MO/ 3 ; 7! . oe • sr N s /11.1, • • 041.3, �o to • • $ 1 3I 7 At 67 ?LA WILA Oi /!N /6t s 334. Id '4 , 11 t 5P' ° 19 ,.r 414 R tos9� /Gl• V laP or' a fit ,4 /43. zr '4s 0 • 4 CI aM • ,l ,,+ ; c ' Ga l81 ,0 :so 33 t ql ;0 Io° 0 4 , ro ■ Vt ao y►9 ��— a a s. ~yF II II 91 \A kw, 1525 3� 11 164TH ST. 14 W 1# s/. t., — ... 74 /45 74 4 9° J1 4t'1 •N ,. 4.70 m 1 0— Ito; �1 /I[47 /43 04 22 = 03 .x.'>♦ 4141 V V 1. Z: LOT 3_, o • lDT 1 '�'�' 2 �y 6'16°1d' Z 0 ID 6 7•l L Mr r r rc 12 G •'Ty La .. oeCe oe°OBlv• j' 1 loT 240a tom me eo 3t e Ars 1110 ss I /.•cr ..0�� i W 2 — Er TEES (FL) 4 — 8" GATE VALVES (FLxMJ)ce/ 2 — 45' BENDS (MJ) ± 13 LF 8" DJ. 2 VALVE MARKERS CONC. BLOCKING 4' 1/10eMssavio■ wommomarso.441111/1 1 — 5 1/4" MVO HYDRANT ASSEMBLY (MJ) 1 — 3"x6" TEE (MJxFL) 1 — $" GAM VALVE (FL.xMJ) 2 — 3/4" DIA. 'TIE RODS ± 3 LF 6" D.I. CUT INTO EX. 4" AC W/W.D. #75 1 — 8"x4" REDUCER (PE) 1 — 4" FLEX COUPUNG 1 CONNECTION CUT INTO EX. 4" AC W/W.D. #75 1 — 8"x4" TEE (MJxFL) 1 — 8" PLUG (MJ) 1 — 4" GATE VALVE (FLxMJ) 2 — 4" 90' BENDS (MJ)(VERTICAL) 1 — 4" FLEX COUPUNG ± 6 LF 4" D.I. 1 VALVE MARKER CONC. BLOCKING 1 CONNECTION 5 — 4" MEGALUGS 2 — 8" 45' BENDS (MJ) r6 LF 8" D.I. CONC. BLOKING 3-* EX. 4" AC 0 0 L() <cJ F-LL 1-1-1 Fi) LLJ W 0 (/) I- < PLAESANT HEIGHTS NO. 2 5101 0 c 0 16256 1,11111111111111■',Irt.t. ammunailhatY Priti 90 LF 8" D.I. 12 LF 8" D.I. 17' ...... .... OF :5 1/4" MVO HYDRANT ASSEMBLY (MJ) 3"x6" GATE VALVE LxMJ) 3/4" DIA. TIE RODS 3 LF 6" D.I. /.D. f75 BENDS (MJ) PLAESANT HEIGHTS N0. 2 OPEN CUT S. 164114 ST. & 51ST AVE. S = PER CITY OF TUKWILA STANDARDS CD o Z •c- • w PLAESANT HEIGHTS NO. 2 5103 PSpN. pR• 545 LF 8 D.I. 43 LF 8" D.I. td- M 4927 • 16415 • :3 0 4.11111C 51 ST AVE. S. McMICKEN HEIGHTS DIV. NO. 1 (UNREC.) 0 -1 - 5 1/4" MVO HYDRANT ASSEMBLY (MJ) 1 - 8"x6" TEE (MJxFL) 1 - 6" GATE VALVE (FLxMJ) 2 - 3/4" DIA. TIE RODS * 2 LF 6" DJ. -SALVAGE EX. FIRE HYDRANT TO W.D. #75 YARD --------- 16427 16431 PLAN SCALE 1" = 50' 16445 OPEN CUT 51ST AVE. S. PER CITY OF TUKWILA STANDARDS vi 0 F-: 4859 1 - 8" TE 3 - 8" G) 2 VALVE h CONC. BLC NE • ... • .. ........ .... ......... ........ ....... ... .......... ... ............. , ... • • . ........ • • . • ........... • ................. ............ ..... ....... .... .... • .............................. . ... ...... ..... . ............................................................... ....... ...... . . ....... ‘IG GRADE' . . . • . • . ..... ISED GRADE .. . . ....... . .... .. .............. . . • . /17.. D.I - • • . ....................... . . . . • .... .... .... .... ...... ........ ........ ........ ....... ....... • .... ... ... ..... , , , • - • - . . .... ... t-,-:1 .... . ........ ........ .345 .... ........ ..... RANT ASSEMBLY (MJ) 1 FLxMJ) )DS DRANT ASPH. DR. ui 1 - 8" 'TEE (FL) 3 - 8" GATE VALVES (FLxMJ) 2 VALVE MARKERS CONC. BLOCKING Ng 8" D.I. )4I1 z co 10 LF 8" D.I. EX 6".4AC CUT INTO EX. 6" AC W/W.D. f75 1 - 8"x6" REDUCER (PE) 1 - 6" FLEX COUPLING ± 10 LF 8" D.I. CONC. BLOCKING 1 CONNECTION CUT INTO EX. 6" AC W/W.D. #75 1 - 8"x6" TEE (MJxF1.) 1 - 8" PLUG (MJ) 1 - 6" GATE VALVE (FLYMJ) 1 - 6" 90 BEND (MJ) 1 - 6" FLEX COUPUNG ± 7 LF 6" D.I. 1 VALVE MARKER CONC. BLOCKING 1 CONNECTION CUT INTO EX. 4" AC W/W.D. #75 1 - B "x4" TEE (MJxF ..) 1 - 8" PLUG (MJ) 1 - 4" GAZE VALVE (FLxMJ) 2 -- 4" 90' BENDS (MJ)(VERI1CAL) 1 - 4" FLEX COUPUNG ± 6 LF 4" D.I. 1 VALVE MARKER CONC. BLOCKING 1 CONNECTION 5 - 4" MEGALUGS 3" . 6 LF 8 456 BENL;s 0•43) * D.I. CONC. BLOKING EX. 4" AC OFI .............. • 345 340 335 • 330 325 320 • • vz ......................••• 21+00 22 +00 DESIGNED BY BL REVISIONS GENERAL NOTYS DRAWN BY r) SYNC DESCRIPTION DATE I CHECKED BY APPROVED BY DATE'. MAY 1989 SCALE: 1 "= 50'H1 " =; F.B NO.: 16415 • EXIST PROP NEW ...... ...... . ......... ......... 21+00 22 +00 DESIGNED BY BL DRAWN BY CHECKED BY. DJI 23 +00 24 +00 APPROVED BY: DATE'. SCALE' F.B. NO: MAY 1989 1 "= 50'H1 " =5'V HAMMOND ( 401( 16427 16431 PLAN SCALE 1" = 50' 0 16445 to OPEN CUT 51ST AVE. S. PER CITY OF TUKWILA STANDARDS ... 1-859 ... ... ...... 345 340 335 330 PROFILE ... SCALE 1"1= 50' H 1" — 5' • V. 25+00 26+00 • • 27+00 • 325 ... ...... ........ ... ...... ..... . I • 320 • ... .... 28+00 29+00 ...... DLLIER & WADE- LIVINGSTONE ASSOCIATES, INC. NSULTI NG ENGINEERS STONE WAY N., SEATTLE, WASHINGTON 98103 (206) 632-2664 ..... ..... .... KING COUNTY 1989 WATEF 51ST AVE. ! 4859 1 CUT INTO EX. 6" AC W/W.D. f75 1 — 8 "x6" TEE (MJxFL) 1 — 8" PLUG (MJ) 1 -- 6" GATE VALVE FLxMJ) 1 — 6" 90' BEND (MJ) 1 — 6" FLEX COUPLING ±7LF6 "D.1. 1 VALVE MARKER CONC. BLOCKING 1 CONNEC11ON ..345... ...... ........................... .................... .. ... . 34o RECORD DRAWING TH) , DRAWING S r. EEN .PREPARED . .. BASED j N 1 OR ATDON COMPILED FROM I>t:.� •SNT: ACTOR • AND OTHERS. ...... ::::: : ::: :: : : : : : :: : ::BY::: :.......... 335 DATE. . ....... : ................... ...... HAMMOND, COLLIER • & WADE i. .. . • .. ......... : ......... ... • ..... ..... LIVINCSTONE &ASSOCIATES, INC. CONSULTING ENGINEERS 4010 STONE WAY NORTH 330 SEATTLE; WASHINGTON 98103 EX. WATER MAINS TO BE ABANDONED WHEN NEW ................ ............................. CONNECTIONS ARE MADE. COORDINATE WITH • W.D. #75. • 325 RELOCATE' WATER METERS TO RIGHT =-OF =WAY AS DIRECTED BY W.D. #75 REPRESENTATIVE. 320 THIS :DRAWING, IS .FOR U.11LITY .CONSTRUCTION AND LOCATION PURPOSES ONLY.: PROPERTY ONES AS .................. .............................. SHOWN HEREON ARE :BASED ON THE- LATEST AVAILABLE PUBLIC.: RECORD DATA..:AND... DO..NCT.. REPRESENT. ACTUAL ... VEYS OF THE VARIOUS TRACTS _ INVOLVED.. SEP 2 21999 . O :'svrrv►i:7tV► -t"Y CALL 48 .HOURS . DEVELOPMENT EF'ORE :Y 1- .800 --- 424 -5555 J KING COUNTY WATER DISTRICT NO. 75 1989 WATER MAIN REPLACEMENTS 51ST AVE. S. -- STA 21+00 TO S. 166Th ST. DRAWING NO. SHEET OF 26 26