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(0.16 ACRE) s@a`T `\// j 'kw, F 6,82599 SO�OFi 2(0.16 ACRE) Q' �,(N Y;3 LEGEND: !w.1 i o N'P,U) S (. MONUMENT AS NOTED (� o IRON PIPE(FOUND) W N.E. 6TH COURT �mg^.rI pp LEGAL DESCRIPTION: � 589"27'OD"E(CALC'D) a�l / LOT 5,BLOCK 3,`RENTON SUNSET HEIGHTS"ACCORDING,0 ' FOUND TACK I q N59'29'1-6(PLAY) In j+ 15.88' . THE PUT THEREOF RECORDED IN VOLUME 56 OF PLATS,AT _ D __ PAGE 6,IN KING COUNTY,WASHINGTON. L� - O 29Es' .94''- • FOUND REBAR W/CAP"CAI LS 18898' 0 Q. ,�, .8 •-, SUBJECT TO RESERV TION RECORDED UNDER AUDITOR'S ~ 0' O �' EDGE OF FILE NO 1953761,RESERVING ALL COAL BEING AND LYING 28 CATCH BASIN GRAPHIC SCALE 1•=20 Ct 0 ? - }. CONC.DRIVE UNDER THE SURFACE OF SAUD LANDS AND ALSO RESERVING O w L� '. / • THE RIGHT TO MINE AND REMOVE SAME O L, w 3�1�- i7o 0 SANITARY SEWER END OF FENCE IS SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR (� z o n M1b ' s$�'I • 3.65'WEST OF CUTS OR FILLS UPON SAID TR PREMESIS IN THE REASONABLE WATER METER 0 20 =, w `&' 2 "1' $� b ;CREDO PROPERTY ORIGINAL GRADING OF STREETS,AVENUES,ALLEYS AND a O • i ? ySry CORNER ROADS AS DEDICATED IN THE PUT BASIS OF BEARING: V om U, �b Y WATER VALVE BEARINGS SHOWN HEREON ARE BASED ON THE ti o • I CONSTRUCTED CENTERLINE OF EDMONDS AVE NE, I w O - a •9 SIGN WHICH BEARS NO1'02'34'E.AS MEASURED BETWEEN 4 (5 tt +�j. 'J'IfIGH CHAIN LINK FENCE • CITY OF RENTON CONTROL MONUMENTS J a Q q'4aa 1& 6yg' NO.6,2 AND 398 / • MAIL BOX �Sso.�°''TY • DELTRA��A�i O — LI` BASIS OF HORIZONTAL DATUM: W .F, L`S GUY ANCHOR COORDINATES PER NAD 1983/91,STATE PLANE, ✓ 5 64. AAL WASHINGTON NORTH,ZONE/4601.IN U.S.FEET Q -w `k s f A UTiLItt POLE F F `^4Np ..> + 1 , \ --- CONIFEROUS TREE(DIAMETER W TYPE) BASIS OF VERTICAL DATUM: L._ 6-3 a /, /P J GARAGE IAA - NAVD 1988,IN U.S.FEET ~ Z z 1 o DECIDUOUS TREE(DIAMETER&TYPE) D \, --- s c BENCHMARK USED: H o L V �� A 'I' �— UNDERGROUND ELECTRIC SERVICE PAINT MARK ELEVATIONS SHOWN HEREON ARE BASED ON THE W a O w= LOT 1 ReT Cltt OF RENTON CONTROL MONUMENT NO 611. 0 W 15" IR\ AI -. EL 260.0](U S.FEET) p0 �� e � \ � UNDERGROUND GAS SERVICE PAINT MARK �Z Q 'N #- AI p\ ` UNDERGROUND WATER SERVICE PAINT MARK NOTES: �IW"' �' �� A L , �14•PINE X FENCE AS NOTED MONUMENTS LIST VISITED 6/9/98 EXCEPT AS NOTED. Lo'^a O \ � IA 5 `t^ IS'PINE CONTOUR INTERVAL =2CC J.S.FEET O O 'S`FIR 'g IIC O p411` 2 m \.11'At \ 2i PINE Ll..I Al PROPO�NED ` 3'HIGH CHAIN LINK FENCE cc 6 m S LOT UNE ` N E OF OF CALCE IS]5]• �o z m \\ PROPERTY LINE NO BUI1NE126'G W II 594' 6'HGH WOOD FENCE LINES Li THROUGH L6 g OTE l g Id 4 • (f S Op W 2 O 11I / N 0 OF FENCE 5 4.90' ARE TRAVERSE&L LINES. _ a-' c\ N OF CN.C'0. LINES L 1 R L8 ARE o o IA PRR PERTY LINE CENTERLINES. M-5 ,657,T HEWS' L.0 m 46 Z Ala AI '� • M_6 6 E�� ST LOT 2 L,S�odd';? [,z�M_3 AA 32� h M 7 31 EJD9'OF FENCE S p ,' $,. • - 11• 1 • 006'NORTH OF 6'FIIGH WOOD ENC£-. Y 1 -.HAZELNUT SHRUB C CD.PROPERTYPROPERTY 2.' � m g "Y m.•I 1 _' SET }• S, Zdd I N69'26'- W 155.03' • M-9•p6TH CT}M-8 CONAT g TROL N 2 N .ko�' ' � \ �\�__+_`__ __._ �G`• L 9 , POINTS =1 m \ • • i O pp p END OF FENCE IS_ - 30 WIDE ACCE S EASEMENT PER AF/4729962 CLUMP OF 9 MAPLE TREES N g 2 N 063'EAST h 2`-5 DIA.: ,t; ; /"� M N 0 02'SOUTH OF o CALC'D.PROPERTY' / to W �� CORNER l m w d z N 2 .4.J ,0a 0 (NOT TO SCALE) Cl)V C ^ 6^�`` C MONUMENT TABLE of W o , 0 M-1 CITY OF RENTON MONUMENT NO.612 M-5 FOUND 4-X 4-CONE MON.IN CASE W/2'BRASS LINE TABLE g CITY OF RENTON CL WI A.KA N.W CORNER SEC. 16, T.23 N.,R.5 E, WM). DISK W/ X'DOWN 05'1 NEAR END OF N.E. TNMONUMENT NO.612 lJ; DO FOUND J/6'COPPER PLUG AND A PUNCH ON A 1'X 4 STREET AND DAYTON AVENUE N.E. L-1 N01'0215`E 112.S t' ^ < a ' CONCRETE POST MONUMENT DOWN 0.45'IN A MONUMENT B 9 i 0 CASE AT HE CONSTRUCTED CENTERLINE OF EDMONDS M-6 FOUND 4'X 4'CONE MON.IN CASE W/2"BRASS L-2 N6E859'29.6 326.90' _ TO N AVENUE N.E APPROXIMATELY 160'SOUTH OF FERNDALE DISK W/PUNCH STAMPED`LSO'11691'DOWN 0 4'± M-I 1,4 '2 S , A'✓NUE N E SEE CITY OF RENTON REFERENCE CARD NEAR CENTERLINE OF N.E.6TH PLACE AND CAMAS AVENUE N.E. L-3 51744'54'W 249.76' DO _0 NO.612 ELEVATION.260 07 U.S FEET 17 -16 O w N M-7 FOUND 1'IRON PIPE W/TACK NEAR INTERSECTION MONUMENT LOCATION II M-2 FOUND RNL ROAD SPIKE IN MON.CASE DOWN 0]' OF BLAINE AVENUE N.E. WHERE 0'TURNS SOUTH. L-4 N7257'21'6 306.48' VI 10 NEAR CENTERLINE OF EDMONDS AVENUE NE.,NEAR AND IA ADDRESS/568. M-8 FOUND TACK IN ASPHALT AT INTERSECTION OF L-5 N5618.24 W 44.46' CENTERLINE BEARING DETAIL 0 ' CV u 6TH COURT N.E.AND BLAINE AVENUE N.E. a u 2`M-3 FOUND 4'X 4'CONC.MON.IN CASE W/ BRASS L-6 510'0721"E 254.38' l _ Cc CAP W/PUNCH DOWN 03't NEAR INTERSECTION M-9 FOUND TACK IN ASPHALT AT INTERSECTION OF ~MONUMENT C N c • > In OF NE. 7TH STREET AND EDMONDS AVENUE N.E. 6TH COURT NE AND BLAINE COURT N.E - - --- w (LAST VISITED 6/14/96) L-7 N86'20'SOW 103.19' 3 M-4/CITY OF RENTON MONUMENT NO 398 L-8 NI'00'19`E 173-14' ----- -- - - OS U '� FOUND A03/8"1/4TH CORNER G AND SEC 10A4PUNCA NARK ON ONTA 4 XIN L-9 589'27'08`E 277.50' Z 5:o, CONCRETE POS m THE CONSTRUCTED CENTERLINE OF EDMONDS AVENUE N.E.IN r�r � a 2 O WY Z FRONT OF HOUSE NUMBER 801 ELEVATION.28508 U.S.FEET. m INSTRUMENT USED'Cece meter 6 cr 00 e•,,.NI,COP-A'0,6 r \ DI IS' METH WowOD: tw Ew Af Fw•:xrsem.I C It AA 332-_10-09C `/ 0', 116EXING DATA:NW CO_._ Im.SET 9. I PIE.MY • Mi „ © CITY OF RENTON __ *t Planning/Building/Public Works ( �.. — 1055 South Grady Way - Renton Washington 98055 C „ G 4`_;1 0 .2 9 5 /6 ADDRESS SERVICE REQUESTED •1(1,i) L r / i i.s. P A S T A p E 12 05 98 FCM PRESORTED SEA WA 981 72313C-C105-04 ANCERSCN PAUL C+MARIF 729999 621 RACHEL PL KENT WA 98032 AP DEL VERARLE -..) AS, ADDRESED ,� e ! f _. 43LE TO r^ ` - ?°e :1l1F.r1 •i3, a © CITY OF RENTON _.��L.E ,� ea Planning/Building/Public Works 4 PM 1055 South Grady Way - Renton Washington 98055 n DEC _ ADDRESS SERVICE REQUESTED E /9g8 A% qF L y` 'TARE .* O �dr r09AFo 1 05 98 ':_OM PR'ESDPTED SEA I:WA 981 r� r 1 75'r 9� fir,.,.. 947620-0650-05 q-®®' MERRIMAN BRERDA A P69999 -1>,2-I I N€--1 14+--cif 3-0 4 i.`+!,i tiii.liLYiABLL ""�a�„ / \ I AS 41 DRtssFo f;;n J �j-T <'�i, • ABLE IC FOPWARD i RETURN 10 SENDER a Wd ,, tea` 431114ea 12 Ii,i„I„I,II,,,uIl,li„I,II,,,,Ii,i„i„II„uuII,i„li„i,I . m - NYorr a b Oo1U•NA INCf•II•lill f ECEND -� '..`... w...c..,e�.a o..r.a. •iris ok siiiurE .-4-\n-aim-2i —-- 3.>01M Anti i�0.fi5,t _NE •. 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IIt'_ E�B S3 2 tiEW1ON 3IaE 723130-0035-09 ZAUGG MARY E 4N9999 2204 NE 6TH CT RENTCN WA 98C5E 723130-0040-02 BECKWITH JR JAMES C 339959 2208 NE 6TH CT RENTCN NA 9805E 723130-0045-07 ANDERSCN DAVID E+DENISE M 679999 3200 ISLAND CREST WAY 1120ZA MERCER ISLAND WA 98040 723130-0050-09 RUMSBY LILIAN J 570068 655 BLAINE AVE NE RENTCN WA 98C56 723130-0055-04 HURNER JAMES E 100972 659 BLAINE AVE NE RENTCN WA 98C56 723130-0075-00 SCOTT KENNETH R R0676 620 BLAINE CT NE RENTCN WA SEC55 722750-2505-07 PERFORMANCE MORTGAGE INC 6E9999 401 PARKPLACE 0311 KIRKLANC WA 58033 t 72313O-0010-08 PUHICH ROBERT W MR+MRS 709999 2105 NE 6TH CRT RENTON WA 98056 723130-0015-03 BOWIE REGINALD 549999 621 BLAINE COURT NE RENTON WA 98056 723130-0020-06 GEISSLER R 501276 619 BLAINE CT NE RENTON WA 98C56 723130-0025-01 HILL JAY G+WYSOCK ! CCRI A 709999 8418 S 112TH SEATTLE WA 98178 723130-0030-04 SLAGHT ROBERT A+THERESA A 859999 2132 NE 6TH CT RENTCN rya 98C56 723130-0110-07 WIEHOFF RONALD W+ALVERNA J 859999 1612 KENNEWICK AVE NE RENTCN WA SEC56 723130-0115-02 WIEHOFF RONALD W+ALVERNA J ON9999 1612 KENNEWICK AVE NE RENTCN WA 98C56 723130-0120-05. RATTY SHAM S+BOBBY H 669999 654 BLAINE AVE NE RENTCN WA SECSE 723130-0125-00 VUONG BINH KHUONG+TATHA 6g9999 658 BLAINE AVE NE RENTON WA SEC56 947620-0005-07 HEMPHILL MICHAEL 0 463554 579 BRONSON WAY NE RENTCN WA 98C56 947620-0120-07 COOPER FRANK E C0480 554 GRANDEY WAY NE RENTCN WA 98C55 947620-0685-04 ANDERSON VENESSA E 610191 569 BRONSON PL NE RENTCR WA 98056 947670-0120-06 GAETZKE RICHARD A 699999 12406 LA PALOMA CT SUN CITY AZ 85351 947670-0125-01 PARMLEY DONALD E 309999 574 BRENSDN WAY NE RENTCN WA 98056 947670-0130-04 MULLER GILBERT EUGENE+ 239999 KAREN SUE SCOTT-MULLER 566 BRONSON WAY NE RENTCN WA SBC5E vticEJvv7a7JtvvvvwUIvuvvvvvvuu n, 8000058628V99000000250 947670-0131-03 JOHNSON RAYMOND G C MAXINE 55337P 570 BRONSON WAY NE RENTCN WA 98056 947620-0645-03 WATTS JAMES G 900356 558 BRONSON WAY N E RENTON WA 9E056 947620-0650-05 MERRIMAN BRENDA A 869999 11211 NE 128TH 1:K304 KIRKLAND WA 98C34 947620-0655-00 CARVER MCNROE 0 749999 550 BRONSON WAY NE RENTON WA 98056 • 947620-0670-01 DUNBAR W L JR 557 BRCNSON PL NE RENTON WA 98C55 947620-0675-06 LEATHLEY G L 402025 561 BRCNSON PL NE RENTCN WA 98056 • 947620-0680-09 HAMMOND BARRY D+KIMBERLY M C49999 565 BRCNSON PL NE RENTCN WA 9EC5E • 723130-0080-03 862175 TRINH CONG NHU PHAM OANH THUC 2133 NE 6TH COURT RENTON _ WA vvYYv 58C56 5t 7Y7�....VVVV 7J4 71VVVV eco0093541V98000000250 723130-0085-G8 609999 BRESLIN JANET L 2205 NE 6TH CCUPT 9EC56 RENTCK WA 723130-0090-01 019999 CHEUNG KIN SUEN+SIU MUI 2421 KAMEER .RD 98005 BELLEVUE WA 723130-0100-P9 869995 HUNTER BETTY J 2213 NE 6TH CT 98C5t RENTCN WA 723130-0105-04 72999 ANDERSON PAUL D+MARIE 621 RACHEL PL 98C3 KENT WA ****is*,<,cis***is;c** cis;i*c *,[*is;c is is ) *�a• i(;c 2 _ set * BATCH NUMBER: CK 618--11 * CUSTOMER NAME CRAMER Nt« 082305-9144-08 SMITH RCEERT 8 & BERNARD 8 E3C5C5 664 SUNSET BLVD NE RENTON WA 99056 722750-2445-00 HERMAN SHARON .A 709999 711 JONES AVE S RENTON WA 98055 • 72275C-245C-02 HALL CURT L+CORRINA M 0599SS 655 CAMAS AVE.. NE PENTON WA 98056 722750-2455-07 BONE KENNETH E+MARDI M 359999 651 CAMAS AVE NE RENTON WA 98292 722750-246C-00 BARNES SHARON A 439999 2221 SOUTH 284TH PLACE FEDERAL WAY WA 98003 722750-2465-05 WOLMAN ILANA C S+ET AL 419999 625 CAMAS AVE NE RENTON WA 98056 722750-2470-08 BORN JOHN K C0881 621 CAMAS AVE NE RENTON WA 98056 722750-2475-03 BAINBRIDGE TRUST 450790 GRIBBLE V W TRUSTEE 21620 SE 28TH ISSAQUAH WA 53C27 V J 1 7 7 U L L U 7&1 V V V V J&L U I V V V V V U V L V n 7 8000054C17V98000000250 947620-0270-05 LAMB RALPH W+MARGUERITE W 689999 555 BRONSON WAY NE RENTCN WA 98C56 947620-0275-00 TATE MELVIN l 719999 559 WINDSOR PL NE RENTCN WA 96C5E 947620-0540-09 MOELLER HAROLD W+"'ARJCRIE E529999 572 WINDSOR PL NE RENTCN WA 98C56 947620-0545-04 NOLL WARREN R+ELIZABETH M 739999 582 WINDSOR PL NE RENTCN WA 98C56 947620-0615-09 CRELLEY VINCENT L 0276 8202 S 120TH SEATTLE WA 98178 947620-0640-08 REGAN JOSEPH D ET AL 829999 1392 BELLEVUE WAY NE 45 BELLEVUE WA 9ECC4 CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: March 1, 1999 TO: Marilyn Petersen,City Clerk's Office FROM: Carrie K.Olson-Davis,Plan Review,x7235 SUBJECT: ALI SHORT PLAT LUA 98-175-SHPL 2200 Block of NE 6th Ct Attached please find the above-referenced original mylar,and four(4)copies of the mylar for recording with King County. Please have the Courier take these documents via 4-hour service 10:00 a.m.deadline. A check in the amount of$12.45 is attached. According to Finance,the King County recording fees for this and all subsequent plat recordings should be charged to account#000000.007.5590.0060.49.000014. Please call me if you have any questions. Thank you. cc: Neil Watts(Notice of Recording) Jan Conklin(Please provide PID/recording#'s to Sonja,Carrie,and Sandi) Sandi Seeger(Notice to final short plat on Sierra) Carrie Olson-Davis(Provide any unpaid SDC/SAD fees to Jan for posting to parcels on Sierra) (Provide a copy of receipts of paid SAD/Latecomers fees to Tom Boyns) Yellow File \\TS SERVER\SYS2\COMMON\C:\PlanReview\CDAVIS\SHRTPLAT\Ali4.doc CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: February 25, 1999 TO: Gregg Zimmerman, Administrator FROM: Carrie K. Olson-Davis,x7235 l. SUBJECT: ALI SHORT PLAT LUA 98-175-SHPL 2200 Block of NE 6th Court Technical Services and Development Services have reviewed and recommended approval for the above mentioned short plat. Requirements and conditions have been fulfilled, fees paid. The attached mylar is submitted for your review and signature. Please return mylar to me for recording. Thank you. cc: Neil Watts Yellow File \\C:\PlanReview\CDAVIS\SHRTPLAT\Ali3.doc **************************************************************** City of Renton WA Receipt **************************************************************** Receipt Number: R9900785 Amount: 3,470 . 02 02/24/99 10 :42 Payment Method: CHECK Notation: #1387\ALI SHPL Init: CKD Project #: LUA98-175 Type: LUA Land Use Actions Parcel No: 723130-0095 Location: 2200 BLOCK OF NE 6TH CT (DIVISION OF LOT 5) Total Fees : 4, 485 . 70 This Payment 3 , 470 . 02 Total ALL Pmts : 4, 485 . 70 Balance: . 00 **************************************************************** Account Code Description Amount 105 . 000 .20 .345 . 85 Park Mitigation Fee 1, 061.52 105 . 000 . 09 . 345 . 85 Fire Mitigation-SFR 976 . 00 105 . 000 . 16 .344 . 85 Traffic Mitigation Fee 1, 432 .50 •• CITY RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator February 15, 1999 Mr.Ali Vafaeezadeh Bana Design,Inc. P.O.Box 8178 Kirkland WA 98034 SUBJECT: ALI SHORT PLAT LUA-98-175-SHPL Dear Mr.Vafaeezadeh: The second review submittal on the above-mentioned short plat has been completed and the comments are as follows: SHORT PLAT DRAWING COMMENTS: A private driveway maintenance agreement is required for this short plat. Please include the following statements on the face of the short plat mylar as follows: PRIVATE DRIVEWAY MAINTENANCE AGREEMENT New private exclusive easement for ingress, egress and utilities is to be created upon the sale of lots shown on this short plat. The owners of Lots 1 and 2 shall have an equal and undivided interest in the maintenance of the private access and utility easement. Maintenance costs shall be shared equally. Parking on the paving in the access easement is prohibited unless pavement width is greater than twenty(20.00)feet. DECLARATION OF COVENANT The owner of the land embraced within this short plat, in return for the benefit to accure from this subdivision, by signing hereon covenants and agrees to convey the beneficial interest in the new easements shown on this short plat to any and all future purchasers of the lots, or of any subdivisions thereof. This covenant shall run with the land as shown on this short plat. FEES: The fees listed below are required to be paid prior to recording of the short plat mylars with King County. Mitigation Fees: Transportation: 1,432.50 Parks: 1,061.52 Fire 976.00 TOTAL 3,470.02 These fees can be paid at the Customer Services Counter on the 6th floor of Renton City Hall. When these items are completed,you may submit the signed and notarized original short plat mylars along with a check in the amount of$12.45 (current courier fee)made out to CD&L. Should you need to discuss any portion of this letter please contact me at(425)430-7235. Sincerely, K awn...1,2„4.. Carrie K. Olson-Davis Development Services,Plan Review cc: Neil Watts Yellow File C:\PI an Revi ew\Cdavis\ShrtPlat\A LI2.doc 200 Mill Avenue South - Renton, Washington 98055 a • CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: February 10, 1999 TO: Neil Watts,Plan Review FROM: Carrie Olson-Davis,Plan Review SUBJECT: ALI SHORT PLAT LUA-98-175-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed,please sign below and return to me. Thanks N � m o 011111 s�f� 144 ✓v 144/ ye�H(✓rc/ "TO P ✓ecdy 1� Sl twit (Oita(Oita , � ►►�Prr4 �.e al e/I 5/I�j. vti,t, 1 ( t,ch d6 $ /L 32.5D dcce . Also FIrt d Pa'%G -F01 2 lam . Approval: A/4 b 4-1 t / ,Date: 2/(/q9 Neil Watts I. CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: Feburary 10, 1999 TO: Bob Mac Onie,Technical Services Sonja Fesser,Technical Services FROM: Carrie Olson-Davis,Plan Review C � J SUBJECT: ALI SHORT PLAT LUA-98-175-SHPL Attached is the most recent version of the above-referenced short plat. If all review concerns have been addressed,please sign below and return to me. Thanks Approval: r .-2lv \ a> . , Il nntA),Date: Robert T Mac Onie,Jr. SorFes€r D:\W INNI\Profiles\colson\Desktop\PlanReview\CDAV IS\SHRTPLATWIi 1.DOC { ' •� PROPERTY-SERVICES FEE REVIEW FOR SUBDIVISIONS No. 98 -056, APPLICANT: ) ,d,i�I ('BALI4,, IDES IGIJ 1UC. ) RECEIVED FROM (date) JOB ADDRESS: ,Ze1 • Gol JR`r WO# 7f3z NATURE OF WORK: z, 51-4c -- pL,b ( ALI 5 -101=cr -pLAZI- LND# pn-o2.3G PRELIMINARY REVIEW OF SUBDIVISION BY LONG PLAT, NEED MOR INFORMATION: 0 LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. 0 PID#'s ❑ VICINITY MAP V FINAL REVIEW OF SUBDIVISION,TIlIS REVIEW REPLACES 0 SQUARE FOOTAGE ❑ OTHER PRELIMINARY FEE REVIEW DATED ?,f I,c3/qe ❑ FRONT FOOTAGE ❑ SUBJECT PROPERTY PARENT PID// '7z 3 Imo{) -0095 NEW KING CO. TAX ACCT.#(s) are required when assigned by King County. It is the intent of this development fee analysis to put the developer/owner on notice,that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements(i.e.underground utilities,street improvements,etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. ❑ The existing house on SP Lot# , addressed as has not previously paid SDC fees,due to connection to City utilities prior to existence of SDC fee Ord. SP Loth' will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. ❑ We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. The following quoted fees do NOT include inspection fees, side sewer permits, r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement(pvt) WATER -o Latecomer Agreement(pvt) WASTEWATER -o- Latecomer Agreement(pvt) OTHER -o -o- Special Assessment District/WATER —o - ST Ooo.2. $z24.52/U1-- i-- Z 44c?.o4- Special Assessment District/WASTEWATER tI►-rj�T�!— Joint Use Agreement(METRO) -O - Local Improvement District * -d- . Traffic Benefit Zones $75.00 PER TRIP,CALCULATED BY TRANSPORTATION -O- FUTURE OBLIGATIONS -a - SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ SDC FEE ❑ Pd Prey. Cl Partially Pd (Ltd Exemption) 4 Never Pd SQ. FTG. Single family residential$850/unit x Z $ 1'700. O0 Mobile home dwelling unit$680/unit in park Apartment, Condo $510/unit not in CD or COR zones x Commercial/Industrial, $0.113/sq. ft. of property(not less than$850.00)x Boeing,by Special Agreement/Footprint of Bldg plus l5 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER ❑ Estimated ❑ Pd Prey. 0 Partially Pd (Ltd Exemption) l)('Never Pd Single family residential$585/unit x ,Z I 1 70.do Mobile home dwelling unit$468/unit x Apartment, Condo$350/unit not in CD or COR zones x Commercial/Industrial$0.078/sq. ft.of property x(not less than$585.00) SYSTEM DEVELOPMENT CHARGE-SURFACEWATER ❑ Estimated 0 Pd Prey. 0 Partially Pd (Ltd Exemption) tA Never Pd Single family residential and mobile home dwelling unit$385/unit x a 7'70.o0 All other properties$0.129sq ft of new impervious area of property x (not less than$385.00) PRELIMINARY TOTAL $ -4. 1084•.4 pp • -7 t Ill] t_✓}tt-n rt ) k�vtn C 7Lt. , ) I2.�1Fj/9f3 FoR >✓as I `� Signatu> of Rev' • g Authority DA E ItEl- rol-1 I ktittax) ❑ *If subject property is within an LID, it is developers responsibility to check w6t11 the Finance Dept. for paid/un-paid status. ❑ Square footage figures are taken from the King County Assessor's map and are subject to change. S. ❑ Current City SDC fee charges apply to 0 ` 2187 PLAN REVIEW CITY OF RENTON FEB 0 7 1999 A L 1 VAF,1c& z,i AE.N RECEIVE CO.VTf- s OvE C T A-2GE, DJ •� Al Ass& Nteo-J TOr#. J.0 54J 2I i2)t& JC! ; , S 70 - 7i 7 - 44- 2.3 -3. 249, 3j Zoe 14- i7 z) 177- =9 S7 r - Yi S7 ZS —q _ r;) ; BOO =�. s) 7q - 57- 23 L) 179- c9- s 8 119 -57 - z4 �. , c-o rs HI v0 oo- $' S� 13 frI) - -^ 2. o} . 1Z. CD o -S3 3) =3 -7a 1 - 4 - s5-54 Z) 18O - 33 qa8 iR �34 -is 12.44. �. R \. VV CO � -L FLA1 N! (V tic H u a— 'I.r._ 1 OI,H -41 m r:\ :/lip J 1 II 'I a 0 J rt )X10i40.5 ' /�Cf; t.1 `C-- V Doi t' jg r ra 39 ,. 4� I. Z 03. - S �f.7 ) Z0S5 j) ICJ -4(o- 30 z! 119- Scj Scj 11 ze3- - 2-3 98 r3 !4 • 3, Z_41 - 4N-S3 Zl 1yq_ Sct- SS r� `Z 5D-15 Z cT 3 48 =f 3 .frt) - /7- `FG —z►. 30,. 3) c`i - 17 Z� )7q- 57- 7 37 s L 7 6 — —98 t. LA) - 4Jt4�? c� A•L, z �' s cA p u‘i P0,3�,-4 f Jt -WI, - '37 664 Cv�C. r(v.i .✓ (A c.�1 t_.. Ve-.4x. .0,s-4 X pa(„,,) -r,vD o r sr £ DAY to.) 4--IC .•..L6 13E, = scr Y c -' zs .\) Di up 3/ 832-8 /46.S 3 .Ut2 s�' cr N6 PL et*"As Av /JL S 23oc) - ZI .' 76 @ .v S. C>Sc 3 G 01 I) 179- 5q-,=7/ ._........r.� z) 174 d+ 1�' r 8 —3. 4 j'� �j-12. (soci f f 1) 19` - es-ss 7). I gV- ( 7 - �G. 3) IC) - z.G- U8 4 a `z J qg M� !�6 .3g - 57 4, `4`1, s -t` r z) J4 1141 „„) g-7 -z.I-31 - S/, - 4 73, - s - 3) z. ,7 -zf -3'{ zi -SG-S► 0 57 - z1 - 37 zi 7-'140 r�5f,,)_ S ? ,J A, 4_ Ali:: OF a�J i%On)i of OF /): i S "I:• vL`F'.r?i - T �. S . 1---,0D T f c i_✓ Ay P.1, @ 1.J 7 c- r Ar l C. C-v.-4 S ,¢✓e Nt . 18187 AL, VA (A tGZ4 ToPO -ia- 8 SSOl KA(AJ R 29.6 J1 J _) roPKJAJ c/..J 171 .v!c� (dr'� � IcZ /` 1,Z2 j L L( 3 a9 ' 7 9 a(\.1 7,1 ` 2Z C.+ ��' � C<c(v.9) c)i 52 Z r'1 -z7J 9; Z c, V 7 (Cr.?) (;) J 11J 1 <cti3 2 Jo) 9 8 1 (Tr, a 1'1_,./1 De! `' ' ° x`-=- C8! 5,L► c?c'r1 S IL 11 <-k cLI -JO-y.re.V 6, 1 i?1 NH3,y c 1 , `-fir . 2v. .=.7S J / , C1, (ter-�� j Iv- c,2 I v Li.I Qa Q.L O I I try 14 -59• ....d.. •......^... i \ , 4C z_ ••'t i -. r..• ‘..13 ! Q., ' ._ ,k....._.....: ----- .(1,".11(3 k•I\4/1 /, ...>. !'1. . . i ..,, , -14 (:),... : --... . .. -------t---ek - ------" - c -, (1 .-)---•<.\\- .,-- a _.0 t C... -". ,,:. r2,LA.,..,..- Av ).,,,, cA r s-N .;) . . *: .. • e irt0 7-‘,1 -t 7 • / . . . . . v....1 ...- . / 4 . • L Cs- .1-• \t\ 4 / , .. \ .›*I- 4) 4 V on V ', -I- , 1- ,..- • \ r ( ) ; ----7- . / a 8 e ; . V VII rt VUI 3i t3s e G ! s 'LI _...m 233 Tr- IoP 3 S rc-- ! 'l :#.i. .!1r. .... .j L, (%`I- ::.r- __i 53 >Z -rr, 4 (,. .01z) ! -2..SL GS/ �e `17 6.5e. )Z 25 7 Po 2 r 4-1Aft, E� ` I as ,� 1 .; 7-4,7"F 0-a -7 VP' 09 _475 _ • 3 -01 -e9 Cramer r iwest, Inc. 1 945 N. C 'cal, Ste. #104 Kent, WA J8032 800-251-0189 Fri Jun 26 11:20: 18 1998 TOTAL AREA 98187 SHORT PLAT PROJECT: D:\TMODEL\PROJECTS\1998\98187.pro Pt# Description Bearing Northing Easting Elevation Curve Data Distance 16 182479.0030601305461. 188990 N89°26'53"W 155.03 ft 18 182480.4964791305306.166183 N13°29'19"W 130.42 ft 19 182607.3190141305275.745447 N71°56' 15"E 44.60 ft Radius Point: 20 182656.7798291305283.068543 Radius: 50.00 ft Delta: 52°58'08" Left Arc: 46.22 ft Middle Ordinate: 5.25 ft External: 5.86 ft Deg of Curvature: 114°35'30" Arc Definition Tangent: 24.91 ft 17 182621.1474331305318.147509 S45°10'53"E 201.66 ft 16 182479.0044261305461. 193379 Closing latitude = 0.00137 Closing departure = 0.00439 Closing bearing = S72°42'42"W Closing distance = 0.00460 Total traverse length = 531.71 (533.33) Total error of closure = 1/115663 Error of closure in latitute = 1/389205 Error of closure in departure = 1/121136 Area = 13651.98 sq ft. Area = 0.31 ACRES. Cramer N 'west, Inc. 945 N. C :al, Ste. #104 Kent, WA 98032 800-251-0189 Tue Jun 30 11:46:24 1998 LOT 1 - ALI VAFAEZADEH SHORT PLAT MASTER PROTOTYPE PROJECT: D:\TMODEL\PROJECTS\1998\98187.pro Pt# Description Bearing Northing Easting Elevation Curve Data Distance 5018 NECORLOT2 182529.8803051305409.988584 N89°26'53"W 115. 9413 ft 5017 NWCORLOT2 182530.9971791305294.052664 N13°29'19"W 78.4868 ft 19 182607.3190231305275.745455 N71°56'15"E 44.5954 ft Radius Point: 20 182656.7798381305283.068551 Radius: 50.0000 ft Delta: 52°58'08" Left Arc: 46.2240 ft Middle Ordinate: 5.2472 ft External: 5.8624 ft Deg of Curvature: 114°35'30" Arc Definition Tangent: 24.9121 ft 17 182621.1460161305318.143143 S45°10'53"E 129.4798 ft 5018 NECORLOT2 182529.8802811305409.988579 Closing latitude = -0.00002 Closing departure = -0.00000 Closing bearing = N11°53'19"E Closing distance = 0.00002 Total traverse length = 368.5033 (370.1319) Total error of closure = 1/15188650 Error of closure in latitute = 1/15521592 Error of closure in departure = 1/73727564 Area = 6825.99 sq ft. Area = 0.16 ACRES. 945 N. Ce 1, Ste. #104 Kent, WA J6032 800-251-0189 Tue Jun 30 11:42:32 1998 LOT 2 - ALI VAFAEEZADEH SHORT PLAT MASTER PROTOTYPE PROJECT: D:\TMODEL\PROJECTS\1998\98187.pro Pt# Description Bearing Northing Easting Elevation Curve Data Distance 5017 NWCORLOT2 182530. 9971721305294.052653 S89°26'53"E 115.9413 ft 5018 NECORLOT2 182529.8802981305409.988574 S45°10'53"E 72.1802 ft 16 182479.0030261305461.189008 N89°26'53"W 155.0300 ft 18 182480.4964451305306. 166201 N13°29'19"W 51.9332 ft 5017 NWCORLOT2 182530. 9971361305294.052674 Closing latitude = -0.00004 Closing departure = 0.00002 Closing bearing = N30°03'32"W Closing distance = 0.00004 Total traverse length = 395.0847 (395.0847) Total error of closure = 1/9402703 Error of closure in latitute = 1/10863760 Error of closure in departure = 1/18771996 Area = 6825.99 sq ft. Area = 0.16 ACRES. City of Renton REPORT Department of Planning/Building/Public Works 8` ADMINISTRATIVE SHORT PLAT REPORT & DECISION DECISION A. SUMMARY AND PURPOSE OF REQUEST: DECISION DATE: December 29, 1998 Project Name Ali Short Plat Applicant Bana Design, Inc. File Number LUA-98-175, SHPL-A Project Manager Lesley Nishihira Project Description Administrative Land Use Action (Short Plat Review) for the two lot subdivision of a 13,651 square foot lot (.31 acre). The single family lots will both be 6,825 square feet in size. Access to lot 1 and lot 2 will be provided by an ingress, egress and utilities easement off of NE 6th Court. The subject site is zoned Residential-8 DU/AC (R-8) which permits a density range up to 9.7 dwelling units per acre for lots under 1/2 acre in size. Project Location 2211 NE 6th Court t_ ,_ ?_I s,„ &Rma�9 L Project Location Map SHPLRPT.DOC City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED DECEMBER 29,1998;PROJECT LUA-98-175,SHPL-A Page 2 B. GENERAL INFORMATION: 1. Owner of Record: Bana Design, Inc. 2. Zoning Designation: Residential at 8 dwelling units per acre 3. Comprehensive Plan Land Use Designation: Residential Single Family 4. Existing Site Use: Undeveloped 5. Neighborhood Characteristics: North: Single family residential East: Single family residential South: Single family residential West: Single family residential 6. Access: Private access easement (shared driveway) off of NE 6th Court 7. Site Area: 13,651 square feet (.31 acre) C. HISTORICAUBACKGROUND: Action Land Use File No. Ordinance No. Date Comprehensive Plan 4498 2/20/95 Zoning 4404 6/7/93 D. PUBLIC SERVICES: 1. Utilities Water: There is an existing 4-inch watermain in Blaine Avenue NE and a 6- inch watermain in NE 6th Court. Sewer: An 8-inch sanitary sewer main exists in both NE 6th Court and Blaine Avenue NE. Surface Water/Storm Water: There are storm drainage facilities existing in Blaine Avenue NE, but there does not appear to be any in NE 6th Court. 2. Fire Protection: City of Renton Fire Department shpltrpf.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED DECEMBER 29,1998;PROJECT LUA-98-175,SHPL-A Page 3 E. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1) Residential: Development Regulations, Section 4.2.110A, Residential-8 DU/AC (R-8) 2) Subdivision Ordinance: Development Regulations, Chapter 7 3) Street Improvements: Development Regulations, Section 4.6.060 F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1) Residential Single Family 2) Housing Element G. DEPARTMENT ANALYSIS: 1. Project Description/Background The applicant, Ali Vafaeezadeh of Bana Design, Inc., is proposing the subdivision of an existing parcel (13,651 square feet) into two lots. The single family lots will both be 6,825 square feet in size. The neighborhood surrounding the site is developed with single family residences. Both lot 1 and lot 2 will have access provided by an ingress, egress and utilities easement off of NE 6th Court. The proposal will include the replacement of the existing fire hydrant. The subject site is currently undeveloped and is vegetated with grasses and shrubs. The property topography is rolling and slopes from the southeast to the northwest direction with an average slope of 17%. The onsite soil within the project is classified as Alderwood Gravely Sandy Loam per the King County Soil Survey Map. The drainage from this proposed site will discharge at its natural location. The proposed development will not alter the existing drainage course or divert storm water onto the adjacent property. The proposed building structure will have down spouts collecting all roof top runoff and will tight line to a proposed infiltration and sheetflow disposal trench. The runoff from the remaining portion of the property will continue to sheetflow in the same manner similar to the existing pre- development conditions. 2. Environmental Review SEPA Environmental Review is not required for short plat applications. 3. Compliance with ERC Conditions N/A 4. Staff Review Comments shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED DECEMBER 29,1998;PROJECT LUA-98-175,SHPL-A Page 4 Representatives from various city departments have reviewed the application materials to identify and address issues raised by the proposed development. These comments are contained in the official file, and the essence of the comments has been incorporated into the appropriate sections of this report and the Departmental Recommendation at the end of the report. 5. Consistency Short Plat Criteria Approval of a plat is based upon several factors. The following short plat criteria have been established to assist decision makers in the review of the plat: a) Compliance with the Comprehensive Plan Designation The subject property is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The proposed subdivision is consistent with the following Comprehensive Plan policies: Policy LU-34 - Net development densities of 8 dwelling units per acre should be allowed in residential single family neighborhoods. The proposal for two lots on a .31 acre site arrives at a density of 6.45 dwelling units per acre which is consistent with this policy. The R-8 zone allows a maximum of 9.7 dwelling units per acre for lots under 1/2 an acre in size. However, due to access constraints, the subject site can only reasonably accommodate two lots. Policy LU-35-A minimum lot size of 4,500 square feet should be allowed in single family residential neighborhoods. The proposed lot sizes of 6,825 square feet meet the required minimum of 4,500 square feet permitted by this policy. b) Compliance with the Underlying Zoning Designation The project site is zoned Residential-8 DU/AC (R-8) on the City of Renton Zoning Map. The proposal is to create two single family homes - each on its own lot. The allowed density in the R-8 zone is a maximum of 9.7 dwelling units per acre for parcels under 1/2 acre in size with no requirements for minimum density. Two dwelling units on the subject site (.31 acre) will equal a net density of 6.45 du/ac. This complies with the R-8 density requirements. There are no public street or environmentally sensitive areas that need to be deducted from the gross acreage of the site. The proposal will create two lots - each 6,825 square feet in size. The minimum lot size required in the R-8 zone is 4,500 square feet. A minimum lot depth of 65 feet, as well as a minimum lot width of 50 feet is required for interior lots. The lots in the proposed short plat comply with the minimum lot areas and lot dimensions required in the R-8 zone. The R-8 zone requires a minimum building setback of 20 feet for the front and rear yards and a minimum of 5 feet for interior side yards. The proposal is showing a 5 foot rear yard setback for lot 1 on the conceptual utilities report submitted with this application. With the exception of the rear yard for lot 1, the proposal appears to meet the development standards required in the R-8 zone. shp/trpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED DECEMBER 29, 1998;PROJECT LUA-98-175,SHPL-A Page 5 c) Compliance with Subdivision Regulations Streets: Full street improvements including, but not limited to, curbs, gutters, sidewalks and paving are required on the project side of the development if not existing. The applicant may apply to the Board of Public Works for a deferral of the required improvements. Street lighting is not required to be installed for a 2 lot short plat. A Traffic Mitigation Fee of $1,432.50 shall be paid prior to the recording of the short plat. Blocks: No new blocks will be created with the proposed short plat. Lots: The proposed lots are consistent with the minimum lot size and lot dimension standards of the subdivision ordinance. d) Reasonableness of Proposed Boundaries Access: Access to lot 1 will be directly off of NE 6th Court. Lot 2 will receive access via an ingress, egress, and utilities easement through lot 1 from NE 6th Court. The proposed shared driveway meets the required minimum of 20 feet in width and must have a minimum paved width of 12 feet. Topography: The property topography is rolling and slopes from the southeast to the northwest direction with an average slope of 17%. Relationship to Existing Uses: The surrounding neighborhood consists of single family residences on lots of similar size. The proposed single family houses will be compatible with the existing uses of the area. e) Availability and Impact on Public Services (Timeliness) Police and Fire: Police Department staff indicate the proposal will have a minimal impact on police services. Fire Department staff indicate they have sufficient resources to serve the proposed lots, subject to the condition that the applicant provide for code required improvements and mitigation fees. A Fire Mitigation Fee of $488.00 is required for all new single family structures. The code requires a fire hydrant with 1000 GPM fire flow within 300 feet of all new single family structures. If the building square footage exceeds 3,600 square feet in area, the minimum fire flow increase to 1500 GPM and requires two hydrants within 300 feet of the structure. Recreation: The proposal does not provide for common on-site recreation areas for future residents. Windsor Hills Park and Highlands Park are in close proximity to the subject site. It is anticipated that new residents of the short plat would use existing and future City parks and recreational facilities. A Parks Mitigation Fee of $530.76 per new single family lot is required. Schools: According to the Renton School District, new development generates 0.76 school-age children per new residence. It is anticipated that the proposed short plat would result in 1.52 new children to the local schools. Storm Water: A storm drainage report meeting City requirements was submitted with this short plat application. The report adequately addresses the drainage concerns for this short plat. A Surface Water System Development Charge of $385 per each new lot applies to the proposed project. The Development Charges are collected as part of the construction permit. shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED DECEMBER 29,1998;PROJECT LUA-98-175,SHPL-A Page 6 Water and Sanitary Sewer Utilities: There is adequate water and sanitary sewer service existing in both NE 6th Court and Blaine Avenue NE to serve the proposed short plat. The applicant will be required to connect the new lot to the sewer and water mains, as well as secure all necessary private sanitary sewer easements prior to the recording of the short plat. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire flow and shall be located within 300 feet of the structure (this distance is measured along a travel route). An additional fire hydrant may be required in order to meet this criteria. The site is located in the 435 Pressure Zone and is not located in the Aquifer Protection Zone. A Water System Development Charge of $850 per each new lot will be required for this project. A sanitary sewer main extension will not be required for this project. It appears that new lot 2 may require a private sanitary sewer lift station. This will be addressed at the time application for a sidesewer for a new house is made. The dual sidesewer, as shown on the conceptual utility plan, is not allowed. A Sewer System Development Charge of $585 per each new lot is required as part of the construction permit or prior to the recording of the short plat. H. DECISION: The Ali Short Plat, File No. LUA-98-175, SHPL-A, is approved subject to the following conditions: 1. The applicant shall pay a Parks Mitigation Fee of $530.76 per new single family lot (estimated at $1061.52)., prior to the recording of the short plat. 2. The applicant shall pay a Fire Mitigation Fee of $488.00 per new single family structure (estimated at $976), prior to the recording of the short plat. 3. The applicant shall pay a Traffic Mitigation Fee of $75 for each new average daily trip generated by the short plat (estimated at $1432.50--2 lots x 9.55 trips x $75 = $1,432.50), prior to the recording of the short plat. DATE OF DECISION ON LAND USE ACTION: SIGNATURES: g A Zimmerman, P/B/PW Administrator decision date City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED DECEMBER 29,1998;PROJECT LUA-98-175,SHPL-A Page 7 ADVISORY NOTES TO APPLICANT The following notes are supplemental information provided in conjunction with the administrative land use action. Because these notes are provided as information only, they are not subject to the appeal process for the land use actions. Plan Review-General 1. All required utility, drainage and street improvements will require separate plan submittals prepared according the City of Renton drafting standards by a licensed Civil Engineer. 2. Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvements is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100.000 but less than $200,000, and 3% of anything over$200.000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. Plan Review-Sewer 1. The dual sidesewer shown on the conceptual plan is not allowed. 2. The applicant is responsible for securing all necessary, if any, private sanitary sewer easements prior to the recording of the short plat. 3. A System Development Charge of$585 per each new lot is required. The Development Charge is collected as part of the construction permit or prior to the recording of the short plat. Plan Review-Water 1. Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire and shall be located within 300 feet of the structure. This distance is measured along a travel route. An additional fire hydrant may be required as part of this project to meet criteria. 2. A Water System Development Charge of$850 per each new lot will be required for this project. The Development Charges are collected as part of the construction permit. Plan Review-Storm 1. A Surface Water System Development Charge of$385 per each new lot applies to the proposed project. The Development Charges are collected as part of the construction permit. Plan Review-Transportation 1. A shared private driveway may be permitted for access up to two lots. The private access easement shall be a minimum of twenty feet in width, with a minimum of a twelve foot paved driveway. 2. Full street improvements are required including, but not limited to, curb, gutter, sidewalks, and paving. The applicant may apply to the Board of Public Works for a deferral of the required improvements. Fire Department 1. A fire hydrant with 1,000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3,600 square feet in area,the minimum fire flow increases to 1,500 GPM and requires two hydrants within 300 feet of the structure. Planning 1. Permitted work hours in residential areas is as follows: Monday through Friday 7 am to 8 pm and Saturdays 9 am to 8 pm. No construction work is allowed on Sundays. 2. The R-8 zone requires a minimum front and rear yard setback of 20 feet as well as a minimum of 5 feet for interior side yards. 3. One complete set of plans must be submitted for the official file which do not contain the City of Renton title block in the margin. shpltrpt.doc City of Renton P/B/PW Department Administrative Land Use Action REPORT AND DECISION DATED DECEMBER 29,1998;PROJECT LUA-98-175,SHPL-A Page 8 TRANSMITTED this 4th day of January, 1999 to the applicant and owner: Bana Design, Inc. Ali Vafaeezadeh P.O. Box 8178 Kirkland, WA 98034 TRANSMITTED this 4th day of January, 1999 to the parties of record: Paul Anderson 636 Blaine Avenue NE Renton, WA 98056 TRANSMITTED this 4th day of January, 1999 to the following: Larry Meckling, Building Official C. Duffy, Fire Marshal Neil Watts, Public Works Division Laureen Nicolay Jan Conklin Carrie Olson-Davis Lawrence J.Warren,City Attorney South County Journal Land Use Action Appeals & Requests for Reconsideration The administrative land use decision will become final if the decision is not appealed within 14 days of the effective date of decision. An appeal of the decision must be filed within the 14 day appeal period (RCW 43.21.C.075(3); WAC 197-11-680). RECONSIDERATION. Within 14 days of the effective date of the decision, any party may request that a decision on a short plat be reopened by the Administrator. The Administrator may modify his decision if material evidence not readily discoverable prior to the original decision is found or if he finds there was misrepresentation of fact. After review of the reconsideration request, if the Administrator finds insufficient evidence to amend the original decision,there will be no further extension of the appeal period. Any person wishing to take further action must file a formal appeal within the following appeal timeframe. APPEAL. This administrative land use decision will become final if not appealed in writing to the Hearing Examiner on or before 5:00 PM on January 18, 1999. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425) 430-6501. Appeals must be filed in writing,together with the required $75.00 application fee,to: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton,WA 98055. EXPIRATION DATE: The Short Plat approval will expire on January 4, 2001. An extension may be requested. shpltrpt.doc PRELIMINARY SHORT PLAT w FOR ALI VAFAEEZADEH La a W LOCATED IN THE N.W: 1/4, OF THE S.E. 1/4, N Q 2 ( SITE AREA: W I TOTAL OF SECTION 8, TOWNSHIP 23 N. RANGE 5 E. iLAL, '�°- a as 13,651.98 SO.FT.(0.31 ACRE) KING COUNTY, WASHINGTON U CZ-1 4? I 8,823.99 50`.R.(O.IB ACRE) oE`4' ` IW.T?, • � 6,825.99 SO�OFT.2(0.16 ACRE) o W \JrV LEGEND: y d ��, LJ U < ... _ P5P3. Z @ MONUMENT AS NOTED C N'.E. 6T'H COURT W CH LEGAL DESCRIPTION: IRON PIPE(FofIND) N • S89'T7.O6'E(CALC'D.). $ tt 'FOUND TACK W N99'19 I$.I 1 W) i3,�, LOT 5,BLOCK J,'RENTON SUNSET HEIGHTS'ACCORDING TO _ I -�_- -tt ' ^ THE PLAT THEREOF,RECORDED IN VOLUME 56 OF PUTS,AT W „ X --19 91 yl PAGE 6,IN KING COUNTY,WASHINGTON. • ,'FOUND REBAR W/CAP'GAM LS 18898' t i 7., 07j J,® SUBJECT TO RESERVATION RECORDED UNDER AUDITORS 6'y° .fig EDGE OF FILE NO. I953761,RE$ERWNC ALL COAL BEING AND LONG - GI QT V. ' y GONG DRIVE ® CATCH BASIN GRAPHIC SCALE 1'�20' z UNDER THE SURFACE OF LANDSSA AND ALSO RESERNNG E�y -. T�_ Jpb THE RIGHT TO MINE AND REMOVE SA.E. 0 0 W (7 hb A END OF FENCE 0 SUBJECT TO THE RIGHT TO MAKE NECESSARY SLOPES FOR 0 SANITARYSEWER Immwmimt 6 4 - J.65'WEST OF CUTS OR FILLS UPON SAID PREHESIS IN THE REASONABLE 0 20 40 2 'iq Cc 4I CALC'0.PROPERTY ORIGINAL GRADING OF STREETS.AVENUES.ALLEYS AND 65 •WATER METER w OC ,Fh RNER ROADS AS DEDICATED IN THE PUT. BASIS OF BEARING: ,o. 2 N - • WATER VALVE BEARINGS SHOWN HEREON ARE BASED ON THE 0 y 4- 1 E CONSTRUCTED CENTERLINE OF EDMONDS AVE.N.E. A 3'•V4GH CHAIN LINK FENCE *I. SIGN • WHICH BEARS N01'O2'J4'E,A$MEASURED BETYEEN i t t � R'1 ^ Od CITY OF R 6 CONTROL NONUNEN/S - W ^'_" t.7.Lb0l%T. DELTA1' ..51E�u'.' I ® ',AJAR BOX NO.611 AND J98. aO�`✓ — L 1 ,� 'GUr ANCHOR BASIS OF HORIZONTAL DATUM: W y, _ • COORDINATES PER NAD 1983/91.STATE PURE I m.r 5.64. WASHINGTON NORTH,ZONE/t601,IN U.S FEET 1 \1 \ wUDLITY POLE < O_i L !��:4 1 < -` �O ��R,t tE 1 - _'�� .coNIFERous TREE(DNMETER a TYPE) BASIS OF VERTICAL DATUM: (2u3i","D i \ \ NAw 1988,IN U.S.FEEi VOO,�� 1\ ,/�(/,/�� 1 \ cy, �'-`. 'DEdWdIS TREE(DIAMETER&TYPE) f 64 z z �` �V �� a I O'TB �_I \ \ 'IL; BENCHMARK USED: 1^ a . I 1-1I Lox 1 \' \ -f- UNDERGROUND ELECTRIC SERVCE PAINT MARK ELEVATIONS SHOWN HEREON ARE BASED ON THE W NOU %V 1S- \': \ CRY OF RENTON CONTROL YONUYET) NO.812, (J ��I \ _ \ �- UNDEltGR0UN0 GAS SERVICE PLANT WRK EL 260.07(U.S.FEET) U W '4'j \ 1 q\\ \ tro w' 11 \ 0\\ -YJ- UNDERGROUND WATER$ERWCE PAINT WRK NOTES: O ?� y '>? Et 24'PINE X FENCE AS NOTED YONUMEN7$LA57 NSITED 6/9/98 EXCEPT AS NOTED. Z Q. O �'II• \ Iy Plg CONTOUR INTERVAL-1.00 U.S.FEET. } J W F W 1 c. fl. 2!PINE W u 0 • J'HIGH CHAIN LANK FENCE > g 0 0 N \ m II t\ \I \ \ C T LI END OF FENCE IS 7.5r _ q 1 \_.^t GJ PROPERTY LINE O ~WO U\ T'1\ /NVV1,8 l \ O W ! 1 No �" N69'26' W 113.. NOTE M-{ D <W w1-= WS \ 6'NIGHT W000 FENCE LINE$LI THROUGH L6 8 N N??j z E D OF FENCE 6{90' ARE TRAVERSE ONES. i \ 1 I \ \ P PERTY LINE ARECEUANETEET RAE S E 6E N t d O 0 11 \ ..-5.,,,,,, CITY OF PO.9 .. ,-O K= >4 +, •:j N M- NE i AIpNUNENi N0.J98 P LOT \ I `J.,.� ,-,.r�� L�J.�PL�a1'.V C^j Y-J \\ \III \ \ \ \ I\, O�FLT7KE 15L_J T �I 4 - 6'HIGH WOOD E I _ \I C'0.PROPERTY <'A WS,8 - ��1� m 1 HAZELNUT SHR 1\�\\ �\//- ER 1�_ ' N.E. P.K.NAILSstr t' ----.,...._.._ \ \ :'28' W 135.OJ' I _\ _ 6M C7,•- AT a •' \ •. ` �_\\ii Y-9�l1-�_y•M'e CONTROL N �/.. 1� \� �� \\/ ) 2a 1�006 gr•' POINTS g I END OF FENCE IS '• n ) 30 ACC .EASE ENR AF 4 / hp'1' 6 �ZOe . irm M-2 • Q 0.63'FIST k / 28962 V LIMP O2F•9 MAPLEC TREES, C IV\ _SI W NE.�.� 1N,M. CALCD PROPERTY 0.02.SOUTH OF ^ '� / / //8' 00 �i !� O CORNER o / /70 m/ hh� h'b g I o NT �y O .a'm)A • Ls 3 0< • I„ (NOT TO SCALE) VI MONUMENT TABLE gl a) o Z M-1 CITY OF RENTON MONUMENT NO.612 M-5 FOUND 4'X 4'CONC.MON.IN CASE WI2'BRASS LINE TABLE CITY OF RENTON d y m (AKA.N.W.CORNER SEC. I6.T.27 N.,R.5 E.,W.N.) DISK W/ X'DOWN 0.5'0 NEAR END OF N.E.7TH g MONUMENT Na 612 FOUND J/8'COPPER PLUG AND A PUNCH ON A 1'X 4' STREET'AND DAYTON AVENUE N.E. L-1 NOI'02'23'E/I2.31' fI..// Y CONCRETE POST MONUMENT DOWN 0.45'IN A MONUMENT 11ii O. f i CASE AT THE CONSTRUCTED CENTERUNE OF EDMONDS M-6 FOUND 4'X 4'CONC.MON.IN CASE W/2'BRASS L-2 N6059'29'W 326.90' 8 1 9 4. •I N AVENUE N.E.APPROXIMATELY 180'SOUTH OF FERNDALE DISK W(PUNCH STAMPED'LS/11691'DOWN 0.4'A M-f•..� ((I� ad i.,N AVENUE N.E.SEE CITY OF RENTON REFERENCE CARD NEAR CENTERUNE OF N.E.6TH PLACE AND CAMAS AVENUE N.E. N1 h NO.612 ELEVATION:260.07 U.S.FEET. L-3 Si T1t•31'W 249.76' N7 A T6 O m • M-7 FOUND I'IRON PIPE W/TACK NEAR INILHSECTION 1-4 N7737'2I'W J06.48' MONUMENT LOCATION .1 NEAR Al-2 FOUND RAIL ROAD SPIKE IN MON.CASE DOWN 0.7'. OF BLAINE AVENUE N.E.WHERE IT TURNS SOUTH. AND IY) NEAR CENTERLINE OF EDMONDS AVENUE N.E.,NEAR .... ADDRESS/568. M-8 FOUND TACK IN ASPHALT AT INTERSECTION OF L-5 N5ETe'24'W 44.46• CENTERLINE BEARING DETAIL c v 6TH COURT N.E.AND BLAINE AVENUE N.E. M-J FOUND t'X 4'CONC.MON.IN CASE WI Y BRASS L-6 Sf007'21'E 254.38' .71 CAP W/PUNCH DOWN 0.5'1 NEAR INTERSECTION M-9 FOUND TACK IN ASPHALT AT INTERSECTION OF /SEE MONUMENT TABLE AND LINE TABLE iI (� O U OF N.E. 7TH STREET AND EDMONDS AVENUE N.E. (LAST6TH COURT N.E.AND BLAINE COURT N.E. MONUMENT DESIGNATORS AND LINEAR BEARINGS k DISUNCES) ^ ~ N Z VISITED 6/74/96) L-7 N86'20'S0W 103.I9' SW A M-4 CITY OF REFOUND A /NTON MONUMENT NO.398 L-8 Nf'00./9'E 473.24. VI U (yt • COONCRETE POST MONUUME6"COPPER NT DOWN AND (A.K.A NORTH 1/4 CORNER SEC. IO.I NC MONUM MARK ENT CASE IN L-9 569'27'OB'E 277.50' Yal O THE CONSTRUCTED CENTERLINE OF EDMONDS AVENUE N.E.IN i• FRONT OF HOUSE NUMBER 801.ELEVATION:285.08 U.S.FEET. 3= 141 Ca MSIMNRRT USED Cdnw8.tl0 4 NYn D/1MIBG <m METHOD:Rowse fio¢N d TAG J.lt-IJYpO `/ 0O • MOM DATA RI 1//4,SL 1 4,SEC 4 T.2M.R.M.IY. r ,P 1 I GRADING AND STORM DRAINAGE/UTILITY PLAN a 11 D _ *•�r LEGAL DESCRIPTION: CO ...1.,l SlM UKy�.Tr In tom....rrat;j hi. NprY O IV o www NEcEsupy as M P.' 7� f c 1/ �w • emus.s c°w°.Nmc.rt°ro I- 4� `'I.q.. '!• •:Y ki, BASIS OF BEARING: •`,, A TR usw.MWORw.Noa .runes sous Nomemw Rum o.DC UU , y aroWpfra Asr..... O_ 'e y9rrR ralr rnNawm wCONSINULDON an arraPS�rjrwDacrrrsAE1fxN• ..- EY SSWY �RN.E. 6TH COURT Pd: 9 - _ /s P'RESIOENIM.nrzB �rn_r * Attu MO sins.uc M' . '• -. °g500A mR MVi r1011.mum Rw...", ..le r/wiNTAL.�.s'mt Z r lit\ {{ BASIS OE VERTICAL DATUM: 111 o f t Q 1 " ; m BENGNYBRKUSEE a Q $ O AY ? ,. ` •NNW ROM Rru _ ""` smNo VI JVG Z a ' s1 ( +'a1�.r(Nwu Ea S• a r`a'oPOroi MT) Li Eagv. \` ~I i,I �UN F 6HhiC�T) m.o..MrW R/vns MERArNlm F '' •• � $y, aru\ x.- •RFNTON56. Pl.. -:m '��• l' Znil 5.; i:A‘ o 1* -i%i' . -- -- \ \1r\ \ \ \\ s,; ( yi -s /!,`4 F 18 0 \\\\fit,i,i, * ',y , we<•SW ROM AU 41 3 v RAE MEP mu RRrE 1 1 \\ i '\!`\ -\` W • 6 I,EI iIAR¢vrp RWE \\ \O.! _ ! \ ` l r.s NL 11'L0r1E lm • \ ,__ \ .' i`BIt'"Y I \\ ✓4,. ,.n, u PV µA,.?S.I) ca.,1.Wx ".unl a \ 11\i,i� 'c \'',,- ,,��'\ 1\\ \\\ \ •T2S�'=os \ \ \ \ l L ffR $ 6 7 •rau ,i°I°cw vin° \ �1\)14111,... •' \�`r' \\�1\\\ \\ \\ �lry ` EQ SOMPRD U.RI. \ \ __ \\ \\ I \`11 1\ ' \\ \ \`. (x�3 d ! r Nw ...,Na . \ a�Ir%\,1\\\\ \\ \ X m "`.—..�. nrzR PARE!DACE _ E •a t iGAC m -1=lam\ s C\_-- \ `--) i ^j-�-m -'O6 --fir Y o:Rr u. . A ! /w.Rdr.err ru)R.r EI, \T,' :- r'; R m '• ' _yLL ?- BNL f ion ROPE RNL— ------ -- ,o'fir tAO, 9// • RecoEs� CITY OF FIENTON FOR MIMIC OEPARITRANNT oR fro WORKS N • w GRADPNO AND STORM T DRAINAGE/UTILITY PLAN $ q TN3Mg01 momAD weAwa, tws R 14OTOa5i 10 Yf{O .� , Q , - Beer I o 33° . • • a3V 13339 • CITY.OF.RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY°MAILING< On the 315• day of tece mar- , 1998, I deposited in the mails of the United States, a sealed envelope containing Repoixt avkd Dectslirtr documents. This information was sent to: Name Representing Pc‘.‘ Varfatszad•ek 13 test9ux Pawl VkindeKah (Signature of Sender) iV0. k . Stcr STATE OF WASHINGTON ) SS COUNTY OF KING ) certify that I know or have satisfactory evidence that �Q� P,�. 9�_ S�e'p( e.4— signed this instrument and acknowledged it to be his/her/their free and voluntary act forcthe uses and purposes mentioned in the instrument. Dated: lb . 3 1. 161(') c2.. 44 ;1" Notary Public i and or the State of 9:shington Notary (Print) MARILYN KAMCHEFF My appointment expireMs: Project Name: prki plat. Project Number: WR•98 . 115,StiPl-A NOTARY.DOC City of Renton REPORT Department of Planning/Building/Public Works 8` ADMINISTRATIVE SHORT PLAT REPORT & DECISION DECISION A. SUMMARY AND PURPOSE OF REQUEST: DECISION DATE: December 29, 1998 Project Name Ali Short Plat Applicant Bana Design, Inc. File Number LUA-98-175, SHPL-A Project Manager Lesley Nishihira Project Description Administrative Land Use Action (Short Plat Review) for the two lot subdivision of a 13,651 square foot lot (.31 acre). The single family lots will both be 6,825 square feet in size. Access to lot 1 and lot 2 will be provided by an ingress, egress and utilities easement off of NE 6th Court. The subject site is zoned Residential-8 DU/AC (R-8) which permits a density range up to 9.7 dwelling units per acre for lots under 1/2 acre in size. Project Location 2211 NE 6th Court S W � 1,. °.,LIs.h.. . it CONCURRENCE n \ u' ;-� , \ ;1 \ .. a _^j �' , ,: DATE ��'� •qg \,• \ WI • ' '" `''�: NAME INITIAL/DATE '�\ \;: :itii,'.?.,r4zat,� i, L I,.NIS(- 114(c A 12-'31. ki, ;Q : .. . 1,. \';, Otkl3 C r,.uNµaH�► I ,- 0-, S' .mom P Y • . 1r _.,.. i ..4,. .t - : t . I In 1.1 '; !/F,.,--A Vdt-,1- II 1[ I0 °' 7.;': 1",e. 4F4L.''''?'''', '9![ + e l Project Location Map SHPLRPTDOC Cramer Northwest, Inc. 945 N. Centr Ste. #104 Kent, WA 98___ 800-251-0189 Fri Jun 26 11:20:18 1998 TOTAL AREA 98187 SHORT PLAT PROJECT: D:\TMODEL\PROJECTS\1998\98187.pro Pt# Description Bearing Northing Easting Elevation Curve Data Distance 16 182479.0030601305461.188990 N89°26'53"W 155.03 ft 18 182480.4964791305306.166183 PLAN REVIEW CITY OF RENTON N13°29'19"W 130.42 ft 19 182607.3190141305275.745447 F F B 0 7 1999 N71°56'15"E 44.60 ft RECEIVED Radius Point: 20 182656.7798291305283.068543 Radius: 50.00 ft Delta: 52°58'08" Left Arc: 46.22 ft Middle Ordinate: 5.25 ft External: 5.86 ft Deg of Curvature: 114°35'30" Arc Definition Tangent: 24.91 ft 17 182621.1474331305318.147509 S45°10'53"E 201.66 ft 16 182479.0044261305461.193379 Closing latitude = 0.00137 Closing departure = 0.00439 Closing bearing = S72°42142"W Closing distance = 0.00460 Total traverse length = 531.71 (533.33) Total error of closure = 1/115663 Error of closure in latitute = 1/389205 Error of closure in departure = 1/121136 Area = 13651.98 sq ft. Area = 0.31 ACRES. Cramer Northwest, Inc. 945 N. Centr Ste. #104 Kent, WA 98___ 800-251-0189 Tue Jun 30 11:46:24 1998 LOT 1 - ALI VAFAEZADEH SHORT PLAT MASTER PROTOTYPE PROJECT: D:\TMODEL\PROJECTS\1998\98187.pro Pt# Description Bearing Northing Easting Elevation Curve Data Distance 5018 NECORLOT2 182529.8803051305409.988584 N89°26'53"W 115.9413 ft 5017 NWCORLOT2 182530.9971791305294.052664 N13°29'19"W 78.4868 ft 19 182607.3190231305275.745455 N71°56'15"E 44.5954 ft Radius Point: 20 182656.7798381305283.068551 Radius: 50.0000 ft Delta: 52°58'08" Left Arc: 46.2240 ft Middle Ordinate: 5.2472 ft External: 5.8624 ft Deg of Curvature: 114°35'30" Arc Definition Tangent: 24.9121 ft 17 182621.1460161305318.143143 S45°10'53"E 129.4798 ft 5018 NECORLOT2 182529.8802811305409.988579 Closing latitude = -0.00002 Closing departure = -0.00000 Closing bearing = N11°53'19"E Closing distance = 0.00002 Total traverse length = 368.5033 (370. 1319) Total error of closure = 1/15188650 Error of closure in latitute = 1/15521592 Error of closure in departure = 1/73727564 Area = 6825.99 sq ft. Area = 0.16 ACRES. Lramer 1NOLLIIWCSL, illl W 945 N. Central te. #104 Kent, WA 98C__ 800-251-0189 Tue Jun 30 11:42:32 1998 LOT 2 - ALI VAFAEEZADEH SHORT PLAT MASTER PROTOTYPE PROJECT: D:\TMODEL\PROJECTS\1998\98187.pro Pt# Description Bearing Northing Easting Elevation Curve Data Distance 5017 NWCORLOT2 182530.9971721305294.052653 S89°26'53"E 115. 9413 ft 5018 NECORLOT2 182529.8802981305409.988574 S45°10'53"E 72.1802 ft 16 182479.0030261305461.189008 N89°26'53"W 155.0300 ft 18 182480.4964451305306. 166201 N13°29'19"W 51.9332 ft 5017 NWCORLOT2 182530.9971361305294.052674 Closing latitude = -0.00004 Closing departure = 0.00002 Closing bearing = N30°03'32"W Closing distance = 0.00004 Total traverse length = 395.0847 (395.0847) Total error of closure = 1/9402703 Error of closure in latitute = 1/10863760 Error of closure in departure = 1/18771996 Area = 6825.99 sq ft. Area = 0.16 ACRES. PLAN REVIEW► '.S 197 CITY OF RENTON `=R021999 RECEIVED ALi VAF.,cc_ zn DEN Co,vT(-7 £ T oPc, - 9 - 48 cAk �Qtc� 'y7uSsgJL-r' f �� A556'y A)ieo.J TOic'4 SI,J ?I.t2.)!G 7�1 ; 37 - 44- 7_3 -3. ?�=r, 3‘j z,- 44- 17 Z! Ca- 77 r, 26 �„ a0 27 3 L A!) ; o e - S 7- Z S -9 (7 3) Zg`; - 57- Z 3 .) 179- s9- s� cc -57 - L4 aL.., -zet ro r: 117 I v0- OO- 5 3 -' M 3` ' ;C- ?�'S '1. '9Z. 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H • - ` • ^1 36_al - q Lei 8s ki Vti 1171.71 33 e 2 33 P 3 24-Z- ,/ 2...; 179-- - 5.1 TS'?•- • 4i2 -47 53 r- -V.4...7.. 7 Ai) c 224 5• — • Z. sro '4 2 . e .!4 7 65e, Le 25 7 le Po z 7 G CL.ci • r fQ9 Le I 0,1-i &= CITY IF RENTON ..la. r Planning/Building/Public Works Department Gregg Zimmerman P.E.,Administrator Jesse Tanner,Mayor January 25, 1999 Ali Vafaeezadeh Bana Design, Inc. P.O. Box 8178 Kirkland, WA 98034 Subject: Ali Short Plat File No. LUA-98-175, SHPL-A Dear Mr. Vafaeezadeh: This letter is to inform you that the comment and appeal periods have ended for the for the above- referenced project. No appeals were filed on the Short Plat (SHPL) decision. This decision is final and application for the appropriately required permits may proceed. The applicant must comply with all Conditions of Approval. If you have any questions, please feel free to contact me at (425) 430-7270. For the Environmental Review Committee, Lesley Nishihira Project Manager rINALLTR.DOC 1055 South Grady Way-Renton, Washington 98055 at This naner contains 50%recycled material.20%post consumer ,•, fpa ♦k Yt 3 'r Y �` , CITY OF_RENTON4 Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator • December 30, 1998 • Ali Vafaeezadeh Bana Design, Inc. P.O. Box 8178 Kirkland, WA 98034 Subject: Ali Short Plat File No. LUA-98-175, SHPL-A Dear Mr. Vafaeezadeh: You have completed the preliminary step towards approval of the Ali Short Plat. Please refer to the handout titled "Short Plat Recording" for more information on the next step in the short plat process. The attached report and decision lists notes and conditions that must be met before the short plat can be recorded. In addition, the requested changes in the attached memo from property services will also need to be made before your next submittal. If you have any questions regarding the report and decision issued for this short plat proposal, please call me at (425) 430-7270. For questions regarding the recording process for the short plat, you may call Carrie Olson-Davis at (425) 430-7235. Sincerely, Aq- -2.5\7 Lesley Nishihira Assistant Planner cc: Carrie Olson-Davis ` xr j Dw.,mc.,t2\ 1055 South Grady Way-Renton,Washington 98055 Q3AJBOa 8661 NOIN3�1 dO A113 CITY OF RENTON SNI7INVid 1N31lld013,^,3Q PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: December 18, 1998 TO: Leslie Nishihira FROM: Sonja J. Fesser,) SUBJECT: Ali Short Plat, LUA-98-175-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: Note the property owner's address on the preliminary drawing. The following comments apply to the final short plat submittal: Note the city's land use action number(LUA-98-175-SHPL) and the city's land record number (LND- 20-0236) on the drawing,preferably in the upper right-hand corner of the drawing. The type size for the land record number should be smaller than that used for the land use action number. Remove all references to trees,plants,topog lines, fences,mail boxes,utility facilities and other items not directly impacting the subdivision. These items should be provided only for preliminary short plat approval. Indicate what is to be set at the new corners of the proposed lots. Addresses for the proposed lots will be provided by the City. They will need to be noted on the drawing. Note that the property to the south of the subject property is unplatted. The property owners' signatures need to be notarized and the signatures should be preceded with a certification block. Note that ifthere are restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision,they can be recorded concurrently with the short plat. The short plat drawing and the associated document(s) are to be given to the City Clerk's office as a package. -The short plat shall \\TS SERVER\SYS2\COMMON\H:\FILE.SYS\LND\20WLI1.DOC December 14, 1998 Page 2 have the first recording number. The recording number(s) for the associated document(s) will be referenced on the short plat drawing in the appropriate location(s). knew easements are shown for the benefit of future owners of the proposed lots,then include the following statement,juxtaposed to the subject easement(s): "Area for private easement for(water, sewer stub, gas, access, etc.)." Since the new lots created via this short plat are under common ownership at the time of recording,there can be no easement until such time as ownership of one of the lots is conveyed to others, together with and/or subject to specific easement rights. Also, add the following Declaration of Covenant language on the face of the subject drawing, if the previous paragraph applies: DECLARATION OF COVENANT: The owner of the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing hereon covenants and agrees to convey the beneficial interest in the new easements shown on this short plat to any and all future purchasers of the lots, or of any subdivisions thereof This covenant shall run with the land as shown on this short plat. An approval block and signature line for the City of Renton Administrator, Planning/Building/Public Works are needed. Also required is an approval block and signature lines for the King County Assessor's Office. The type size used in"Instrument Used", "Method" and"Indexing Data"does not conform to WAC 332-130-050(B)(d)(iii). Fee Review Comments: The Fee Review Sheet for the preliminary short plat review is provided for your use and information. PROPERTY SERVICES FEE REVIEW FOR SUBDIVISIONS No. 98 -05C APPLICANT: V F4,� . ) (1=3,64J I I..1C.) RECEIVED FROM (date) JOB ADDRESS: ZeI I 1.11= G.1'N . Got ART WO# -7a4� NATURE OF WORK: Z. 1.457 81-4c3 (ALI 51-c)1 1DLAZT LND# pin-nZ5s. PRELIMINARY REVIEW OF SUBDIVISION BY LONG PLAT, NEED MOR INFORMATION: 0 LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. 0 PID#'s 0 VICINITY MAP O FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES 0 SQUARE FOOTAGE 0 OTHER PRELIMINARY FEE REVIEW DATED 0 FRONT FOOTAGE ❑ SUBJECT PROPERTY PARENT PID# '723 Ian-d095 NEW KING CO.TAX ACCT.#(s)are required when assigned by King County. It is the intent of this development fee analysis to put the developer/owner on notice,that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements(i.e.underground utilities,street improvements,etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. O The existing house on SP Lot# ,addressed as has not previously paid SDC fees,due to connection to City utilities prior to existance of SDC fee Ord. SP Lot# will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. ❑ We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. The following quoted fees do NOT include inspection fees,side sewer permits,r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement(pvt) WATER -o- Latecomer Agreement(pvt)WASTEWATER -o- Latecomer Agreement(pvt)OTHER -o- -n- Special Assessment District/WATER —o - � Il '1=c.. p, coca 224.52/UI_1ri ?� '1744cl Special Assessment District/WASTEWATER - I►4-1- pt ►L1 1 5-1 Joint Use Agreement(METRO) -c - i Local Improvement District * - Traffic Benefit Zones $75.00 PER TRIP,CALCULATED BY TRANSPORTATION -C)- FUTURE OBLIGATIONS -a - SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ SDC FEE O Pd Prey. 0 Partially Pd (Ltd Exemption) l Never Pd SQ. FTG. Single family residential$850/unit x 2• $ I'70C'• er:>0 Mobile home dwelling unit$680/unit in park Apartment,Condo$510/unit not in CD or COR zones x Commercial/Industrial, $0.113/sq. ft.of property(not less than$850.00)x , Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER 0 Estimated O Pd Prey. 0 Partially Pd (Ltd Exemption) CX Never Pd _ Single family residential$585/unit x Z $ 1170. d o Mobile home dwelling unit$468/unit x 1 Apartment,Condo$350/unit not in CD or COR zones x Commercial/Industrial$0.078/sq. ft.of property x(not less than$585.00) , SYSTEM DEVELOPMENT CHARGE-SURFACEWATER 0 Estimated O Pd Prey. 0 Partially Pd (Ltd Exemption) VI Never Pd Single family residential and mobile home dwelling unit$385/unit x a _ '770.00 All other properties$0.129sq ft of new impervious area of property x (not less than$385.00) PRELIMINARY TOTAL $ -4 )089.04 -�i -i- n oo b-r, rt) ill; C7ZZt:Nil:Nilfh I Z � � `eSignatu Jof Revg Authority DATE -�tE-11-cI-1 I subject"If subjct property is within an LID, it is developers responsibility to check with the Finance Dept. for paid/un-paid status. g ❑ Square footage figures are taken from the King County Assessor's map and are subject to change. Z. )� rs ❑ Current City SDC fee charges apply to 0 dM V 1- , ) 1 "�} 'v ,_,i::i...,',:: ` CITY RENTON ..Li. I Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator December 30, 1998 Paul Anderson 636 Blaine Avenue NE Renton, WA 98056 Subject: Ali Short Plat File No. LUA-98-175, SHPL-A Dear Mr. Anderson: Thank you for your comments regarding the above referenced short plat application. The Ali Short Plat has received preliminary approval - please refer to the attached report and decision. The subject site is located in the Residential 8 (R-8) zone. With this letter I have included a handout on the R-8 zone which lists the required development standards. The R-8 zone permits a maximum density of 9.7 dwelling units per acre for parcels under half an acre in size. This proposal, .31 acre in size, is allowed three lots under the density range permitted. However, due to access constraints the property can only reasonably accommodate two lots. The R-8 zone allows a minimum lot size of 4,500 square feet and allows only detached single family structures (duplexes are not permitted). The proposal also includes a 20 foot private driveway from NE 6th Court which will serve both lots. All residential development is required to provide off street parking on the property. In this case, 2 off street parking spaces are required for each single family residence. Your concern about the impact of two single family residences to the existing neighborhood is understandable. However, the Growth Management Act (GMA), passed in 1990, requires local municipalities to accommodate anticipated growth for the next twenty years. The City of Renton addressed this issue by allowing higher densities in both multi-family and single family zones so that this increase would be accommodated proportionately throughout the City. The GMA also requires cities to adopt a Comprehensive Plan which includes land use, housing, capital facilities, utilities and transportation elements. Before the City of Renton's Comprehensive Plan was adopted in February of 1995, an Environmental Impact Statement (EIS) was conducted to evaluate the potential impacts of the plan. During this review period, the impacts to existing homeowners in areas with increased densities were taken into consideration. I hope that your concerns have been addressed. Please feel free to contact me at (425) 430-7270 with any further questions. Sincerely, /11 ,�—, Lesley Ms ihira Assistant Planner 1055 South Grady Way-Renton, Washington 98055 Ica►_.. ___ ___ S. Paul Anderson 636 Blaine Ave NE Renton,WA 98056 425-228-9450 December 16, 1998 DEVELOPMENT PLANNING CITY OF RENTON Ms. Lesley Nishihira DEC 1 Project Manager 7 1998 Development Services Division 1055 South Grady Way RECEIVED Renton WA 98055 Dear Ms. Nishihira: I am wilting with concerns of the Ali Short Plat/L`UA 98-1 i 5, SHPI-A. I live at the corner of 6th Court and Blaine Ave NE. The referenced lot is at this corner. There is very limited curb frontage associated with this lot. Placing two residences on this lot has the potential to create a traffic hazard due to on street parking. Two residences on a lot of this size is not consistent with the rest of the neighborhood. I am also concerned that the developer would build two duplexes on this lot. Again, this is not consistent with the rest of the neighborhood, and has a potential to have a negative effect on property values. I am very concerned that two residences on this lot will have a negative effect on property values in the neighborhood, and create a dangerous corner resulting from the on street parking associated with these two residences. While I would welcome one single family residence on this lot, I feel that placing two single or multi family residences on the lot would have a negative impact on the local neighborhood. Please advise me as to how this lot will ultimately be developed. Sincerely, Paul Anderson q 8661 jJ(1 NO.I.Nal A110 CITY OF RENTON oNCNNVld IN3Wd013,13q PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: December 18, 1998 TO: Leslie Nishihira FROM: Sonja J. Fesser SUBJECT: Ali Short Plat, LUA-98-175-SHPL Format and Legal Description Review Bob Mac Onie and I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: Note the property owner's address on the preliminary drawing. The following comments apply to the final short plat submittal: Note the city's land use action number(LUA-98-175-SHPL) and the city's land record number (LND- 20-0236)on the drawing,preferably in the upper right-hand corner of the drawing. The type size for the land record number should be smaller than that used for the land use action number. Remove all references to trees,plants,topog lines, fences, mail boxes,utility facilities and other items not directly impacting the subdivision. These items should be provided only for preliminary short plat approval. Indicate what is to be set at the new corners of the proposed lots. Addresses for the proposed lots will be provided by the City. They will need to be noted on the drawing. Note that the property to the south of the subject property is unplatted. The property owners' signatures need to be notarized and the signatures should be preceded with a certification block. Note that if there are restrictive covenants or agreements to others (City of Renton, etc.) as part of this subdivision, they can be recorded concurrently with the short plat. The short plat drawing and the associated document(s) are to be given to the City Clerk's office as a package. The short plat shall \\TS SERVER\SYS2\COMMON\H:\FILE.SYS\LND\20\ALII.DOC ', •December 14, 1998 Page 2 have the first recording number. The recording number(s) for the associated document(s) will be referenced on the short plat drawing in the appropriate location(s). knew easements are shown for the benefit of future owners of the proposed lots,then include the following statement,juxtaposed to the subject easement(s): "Area for private easement for(water, sewer stub, gas, access, etc.)." Since the new lots created via this short plat are under common ownership at the time of recording,there can be no easement until such time as ownership of one of the lots is conveyed to others,together with and/or subject to specific easement rights. Also, add the following Declaration of Covenant language on the face of the subject drawing,if the previous paragraph applies: DECLARATION OF COVENANT: The owner of the land embraced within this short plat, in return for the benefit to accrue from this subdivision, by signing hereon covenants and agrees to convey the beneficial interest in the new easements shown on this short plat to any and all future purchasers of the lots, or of any subdivisions thereof This covenant shall run with the land as shown on this short plat. An approval block and signature line for the City of Renton Administrator, Planning/Building/Public Works are needed. Also required is an approval block and signature lines for the King County Assessor's Office. The type size used in"Instrument Used", "Method" and"Indexing Data"does not conform to WAC 332-130-050 (B)(d)(iii). Fee Review Comments: The Fee Review Sheet for the preliminary short plat review is provided for your use and information. PROPERTY SERVICES FEE REVIEW FOR SUBDIVISIONS No. 98 -05G, . APPLICANT: VApAE ) ALI C- .1JA Dl✓SIGK) Il,1C.) RECEIVED FROM (date) JOB ADDRESS: zei I 1= G-r}-1 . GoUIR'T WON '7e4 3 NATURE OF WORK: Z. 1� 5140 rorr _ (.a.0 1 • ) LND �, PRELIMINARY REVIEW OF SUBDIVISION B LONG PLAT, NEED MOR INFORMATION: 0 LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. 0 PID#'s ❑ VICINITY MAP ❑ FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES 0 SQUARE FOOTAGE 0 OTHER PRELIMINARY FEE REVIEW DATED 0 FRONT FOOTAGE ❑ SUBJECT PROPERTY PARENT PID# 723130-0095 J' NEW KING CO. TAX ACCT.#(s)are required when assigned by King County. It is the intent of this development fee analysis to put the developer/owner on notice,that the fees quoted below may be applicable to the subject site upon development of the property. All quoted fees are potential charges that may be due and payable at the time the construction permit is issued to install the on-site and off-site improvements(i.e.underground utilities,street improvements,etc.) Triggering mechanisms for the SDC fees will be based on current City ordinances and determined by the applicable Utility Section. Please note that these fees are subject to change without notice. Final fees will be based on rates in effect at time of Building Permit/Construction Permit application. ❑ The existing house on SP Lot# ,addressed as has not previously paid SDC fees,due to connection to City utilities prior to existance of SDC fee Ord. SP Lot# will be subject to future SDC fees if triggering mechanisms are touched within current City Ordinances. ❑ We understand that this subdivision is in the preliminary stage and that we will have the opportunity to review it again before recordation. The following quoted fees do NOT include inspection fees,side sewer permits,r/w permit fees or the cost of water meters. SPECIAL ASSESSMENT DISTRICT PARCEL METHOD OF ASSESSMENT ASSESSMENT DISTRICTS NO. NO. ASSESSMENT UNITS OR FEE Latecomer Agreement(pvt)WATER -p- Latecomer Agreement(pvt)WASTEWATER -0- Latecomer Agreement(pvt)OTHER _0- -o- Special Assessment District/WATER —o - Eis,cbT rt i I "p1G 'rt}N )00,Z $i?2,4.52JUurr ? 444•04 Special Assessment District/WASTEWATER II-.r RE l- IL,fi]J-s 1 Joint Use Agreement(METRO) -O- Local Improvement District * _d- Traffic Benefit Zones $75.00 PER TRIP,CALCULATED BY TRANSPORTATION -O- FUTURE OBLIGATIONS -0 SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ SDC FEE 0 Pd Prev. 0 Partiall• Pd(Ltd Exemption) I Never Pd SQ. FTG. Single famil• residential$850/unit x $ I'70e . 0O Mobile home dwelling unit$680/unit in park Apartment,Condo$510/unit not in CD or COR zones x Commercial/Industrial, $0.113/sq. ft.of property(not less than$850.00)x Boeing,by Special Agreement/Footprint of Bldg plus 15 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER 0 Estimated ❑ Pd Prev. 0 Partially Pd(Ltd Exemption) ci'Never Pd Single family residential$585/unit x � 1170.00 Mobile home dwelling unit$468/unit x Apartment Condo$350/unit not in CD or COR zones x Commercial/Industrial$0.078/s p. ft.of property x(not less than$585.00) SYSTEM DEVELOPMENT CHARGE-SURFACEWATER 0 Estimated ❑ Pd Prev. 0 Partially Pd(Ltd Exemption) 12§ Never Pd Single famil• residential and mobile home dwelling unit$385/unit x 2 .770.Go All other properties$0.129sq ft of new impervious area of property x (not less than$385.00) PRELIMINARY TOTAL $ -4)089.04 t lu mt-{ s-r- R l=A. " oeo Signatu of Revi ing Authority DA E 'RISI-11-01-I I ❑ *If subject property is within an LID,it is developers responsibility to check with the Finance Dept. for paid/un-paid status. In ❑ Square footage figures are taken from the King County Assessor's map and are subject to change. . 66 ❑ Current City SDC fee charges apply to 0 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: 'c..ov.tovlAiL, Deqe(n�.,..d COMMENTS DUE: 12/18/98 APPLICATION NO: LUA98-175,SHPL-A "�'"''"' DATE CIRCULATED: 12/3/98 APPLICANT: Bana Design, Inc. PROJECT MANAGER: Lesley Nisihira PROJECT TITLE: Ali Short Plat WORK ORDER NO: 78463 LOCATION: 2211 NE 6th Court SITE AREA: 13,651 s.f. BUILDING AREA(gross): SUMMARY OF PROPOSAL: The applicant, Bana Design, Inc., is proposing a two lot short plat subdivision of a .31 acre site. Both Lot 1 and Lot 2 will be.16 acre in size. Access will be provided by a 20 foot ingress, egress, and utilities easement. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary - Impacts Impacts Necessary Earth Housing Air Aesthetics Water LightGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ HistorldCultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS Iv J C)t.-&C- i SsL' ,S . ,r202,-) Fart I'anreZ.4Cr a%t-rv.it . .SIC IS 136.7 )G.,/.1At R-651OdW1t/i-7.. SINt.,l.ls i Y3rNC, ,/ Y, Z-e-i r(S7) , C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where ditional i fo ton is needed to properly assess this proposal. //6/9J Signature of Dir o r A thonz representative Date DEVAPP.DOC 1 Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: po,iced COMMENTS DUE: 12/18/98 APPLICATION NO: LUA98-175,SHPL-A DATE CIRCULATED: 12/3/98 APPLICANT: Bana Design, Inc. PROJECT MANAGER: Lesley Nisihira PROJECT TITLE: Ali Short Plat WORK ORDER NO: 78463 LOCATION: 2211 NE 6th Court SITE AREA: 13,651 s.f. BUILDING AREA(gross): SUMMARY OF PROPOSAL: The applicant, Bana Design, Inc., is proposing a two lot short plat subdivision of a .31 acre site. Both Lot 1 and Lot 2 will be.16 acre in size. Access will be provided by a 20 foot ingress, egress, and utilities easement. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services • Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet L/Z;nd 1-dtialei 117 ,DO l!GL B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to property assess this proposal. /= `: -u �`� " -/I — 98 Signature of Director or Autttbr' d Representative Date DEVAPP.DOC Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: peAs COMMENTS DUE: 12/18/98 APPLICATION NO: LUA98-175,SHPL-A DATE CIRCULATED: 12/3/98 APPLICANT: Bana Design, Inc. PROJECT MANAGER: Lesley Nisihira PROJECT TITLE: Ali Short Plat WORK ORDER NO: 78463 LOCATION: 2211 NE 6th Court SITE AREA: 13,651 s.f. BUILDING AREA(gross): SUMMARY OF PROPOSAL: The applicant, Bana Design, Inc., is proposing a two lot short plat subdivision of a .31 acre site. Both Lot 1 and Lot 2 will be.16 acre in size. Access will be provided by a 20 foot ingress, egress, and utilities easement. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS /ru- i - 7' 53a, c (`"-- , tIC-C- 4-t-4-7) /6 / • C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal.ro Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 CITY OF RENTON MEMORANDUM DATE: December 9, 1998 TO: Lesley Nishihia FROM: Arneta Henninger X7298 11_, , SUBJECT: ALI SHORT PLAT APPLICATION BLAINE AV NE & NE 6TH CT 2211 NE 6TH CT LUA 98-175 I have reviewed the application for this 2 lot short plat located in the general vicinity of NE 6th Ct and Blaine Ave NE in Section 8-23-5 and have the following comments: SEWER: �• This project site is not located in the Aquifer Protection Zone. ,J• There is an existing 8" sanitary sewer main in NE 6th Ct. `• There is an existing 8" sanitary sewer main in Blaine Av NE. • A sanitary sewer main extension will not be required for this project. • It appears that the new lot 2 may require a private sanitary sewer lift station. This will be addressed at the time application for a sidesewer for a new house is made. • The dual sidesewer, as shown on the conceptual utility plan, is not allowed. • The applicant is responsible for securing all necessary, if any, private sanitary sewer easements prior to the recording of the short plat. • System Development Charges of $585 per each new lot are required. The Development Charges are collected as part of the construction permit if there is one or prior to the recording of the short plat. WATER: J • This site is not located in the Aquifer Protection Zone. J• This site is located in the 435 Pressure Zone. Ni• There is a 4" watermain in Blaine Av NE. ALI SHORT PLAT APPLICATION December 8, 1998 Page 2 -I • There is a 6" watermain in NE 6th Ct. J • Any new construction must have a fire hydrant capable of delivering a minimum of 1,000 GPM fire and shall be located within 300 feet of the structure. This distance is measured along a travel route. An additional fire hydrant may be required as a part of this project to meet this criteria. • Water System Development Charges of $850 per each new lot will be required for this project. The Development Charges are collected as part of the construction permit. DRAINAGE: • A storm drainage report was submitted and accepted. • There are storm drainage facilities in Blaine Av NE. • There do not appear to be any storm drainage facilities in NE 6th Ct. • The Surface Water System Development Charges of $385 per each new lot applies to the proposed project. The Development Charges are collected as part of the construction permit. STREET IMPROVEMENTS: • A shared private driveway may be permitted for access up to two lots. The private access easement shall be a minimum of twenty feet in width, with a minimum of a twelve foot paved driveway. • Curbs, gutters, sidewalks and paving are required on the project side of a development if not existing. • Street lighting is not required to be installed for a 2 lot short plat. • The Traffic Mitigation Fee of $1432.5 shall be paid prior to the recording of the short plat. GENERAL: • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. • Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. ALIGF City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:-"1,4�Ik,��x `- r COMMENTS DUE: 12/18/98 APPLICATION NO: LUA98-175,SHPL-A DATE CIRCULATED: 12/3/98 Cm'OF APPLICANT: Bana Design, Inc. PROJECT MANAGER: Lesley Nisihira "ogiv y�® � PROJECT TITLE: Ali Short Plat WORK ORDER NO: 78463 t 7 LOCATION: 2211 NE 6th Court SITE AREA: 13,651 s.f. BUILDING AREA(gross): rr SUMMARY OF PROPOSAL: The applicant, Bana Design, Inc., is proposing a two lot short plat subdivision of a .31 acre site. Both Lot 1 and Lot 2 will be .16 acre in size. Access will be provided by a 20 foot ingress, egress, and utilities easement. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Wafer LightGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. /1,/c/(z.k_fr 05/„5, /) .cyt Signature of Director or horized ipresent tiv Date DEVAPP.DOC Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:Sur fbce's .sleL bie COMMENTS DUE: 12/18/98 APPLICATION NO: LUA98-175,SHPL-A DATE CIRCULATED: 12/3/98 ern, APPLICANT: Bana Design, Inc. PROJECT MANAGER: Lesley Nisihira F R" TON PROJECT TITLE: Ali Short Plat WORK ORDER NO: 78463 f/=r LOCATION: 2211 NE 6th Court Qt. SITE AREA: 13,651 s.f. BUILDING AREA(gross): ha SITE VI VI; VON SUMMARY OF PROPOSAL: The applicant, Bana Design, Inc., is proposing a two lot short plat subdivision of a .31 acre site. Both Lot 1 and Lot 2 will be .16 acre in size. Access will be provided by a 20 foot ingress, egress, and utilities easement. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water LighVGlare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. °C) ) Signature of Director or Authorized epresentativ Date DEVAPP.DOC Rev.10193 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT' APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: • ` Vic�'t/ COMMENTS DUE: 12/18/98 APPLICATION NO: LUA98-175,SHPL-A DATE CIRCULATED: 12/3/98 APPLICANT: Bana Design, Inc. PROJECT MANAGER: Lesley Nisihira PROJECT TITLE: Ali Short Plat WORK ORDER NO: 78463 LOCATION: 2211 NE 6th Court SITE AREA: 13,651 s.f. BUILDING AREA(gross): SUMMARY OF PROPOSAL: The applicant, Bana Design, Inc., is proposing a two lot short plat subdivision of a .31 acre site. Both Lot 1 and Lot 2 will be.16 acre in size. Access will be provided by a 20 foot ingress, egress, and utilitie ment. OF Fir", ! /]EC A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Iy98 Element of the Probable Probable More Element of the Probable PIP dal* More Environment Minor Major Information Environment Minor Major IS► -information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODE-RELATED COMMENTS -7jal4ri°1 -e" We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is need d to property assess this proposal. �` $� / 9 ! L,)/ Signature o Director or Authorize R presentativ Date DEVAPP.DOC Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET rc REVIEWING DEPARTMENT: PtaV\ COMMENTS DUE: 12/18/98 APPLICATION NO: LUA98-175,SHPL-A DATE CIRCULATED: 12/3/98 APPLICANT: Bana Design, Inc. PROJECT MANAGER: Lesley Nisihira PROJECT TITLE: Ali Short Plat WORK ORDER NO: 78463 LOCATION: 2211 NE 6th Court SITE AREA: 13,651 s.f. BUILDING AREA(gross): SUMMARY OF PROPOSAL: The applicant, Bana Design, Inc., is proposing a two lot short plat subdivision of a .31 acre site. Both Lot 1 and Lot 2 will be .16 acre in size. Access will be provided by a 20 foot ingress, egress, and utilities easement. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary - Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet 0 /11,(4,r ,I -►"LI_fpic / NO 1td B. POLICY-RELATED COMMENTS A) 4 C. CODE-RELATED COMMENTS as C Q / C, m t nfl We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to operly assess this proposal. a . � l� if Signature of rector or Authorized Representative Date DEVAPP.DOC Rev.10/93 ( � Y '� CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM DATE: December 8, 1998 TO: Lesley Nishihara, Planner 44_ FROM: Jim Gray, Assistant Fire Marshal Y SUBJECT: Ali Short Plat, 2211 NE 6th CT. Fire Department Comments: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of $488.00 is required for all new single family structures. Please feel free to contact me if you have any questions. City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:c .4 Ser'wic0d COMMENTS DUE: 12/18/98 APPLICATION NO: LUA98-175,SHPL-A DATE CIRCULATED: 12/3/98 G, APPLICANT: Bana Design, Inc. PROJECT MANAGER: Lesley NisihiraJOpp, PROJECT TITLE: Ali Short Plat WORK ORDER NO: 78463 filer, 'tot.'•O4, LOCATION: 2211 NE 6th Court tik#1 p SITE AREA: 13,651 s.f. BUILDING AREA(gross): 'y SUMMARY OF PROPOSAL: The applicant, Bana Design, Inc., is proposing a two lot short plat subdivision off;41j cre site. Both Lot 1 and Lot 2 will be .16 acre in size. Access will be provided by a 20 foot ingress, egress, and utilities easemenTiV A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of the Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation LancUShoreline Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic/Cultural Natural Resources Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS • A/U ( 1A1W' '41G C. CODE-RELATED COMMENTS We have reviewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. L Signature of Directo6r Authorized Representative Date nFVAPP non , Rev.10/93 CITY OF',RENTON DEVELOPMENT.SERVICES DIVISION LIST OF SURROUNDING PROPERTY OWNERS within 300 feet of:the subject site PROJECT NAME: At ! -5 H•-1012T PLA-•T LOPMENT APPLICATION NO: LJ P, • °I$ • 1l S S IA is - ►A DEV CITY OF RENTOrN'�IN The following is a list of property owners within 300 feet of the subject site. The Developme&EC 0 1 1998 Services Division will notify these individuals of the proposed development. RECEIVED NAME ADDRESS ASSESSOR'S PARCEL NUMBER 2.08ER-T SAA , TH 66t/ sonseraLVD 7JE 0$2.3o$ 9/vy -q8 to keoti rf EtZAA n FJ "211 3'01•36S h-Oe S 7 2-2. >So 2 41-1 $-o(1 Cv2T NkLL GsS CAA s AJE 7ZZ 7So - Zyso• 0 KE^)tvX )1 13o,oe CoS) C nhs .kv(' roc b 20,.� L31r¢.t,1�5 2Z 7So - Z4SS `0) 222'7 S < 2 8 iD- PL ?2.2 -7S0- -oo T�,frAiAt (,00Lmft-0 (02S cA,AAA--S 72Z �++N j3ofZrJ (4 2l C �-S Arc ►.�c 7sa - 244�' ^OS 72Z7_ -a^ Zy �a Z ,Nr321.06c TQuST d8 VW (,t2.)8gLC. Z 1 ( 2.0 SE 2STv\ • S 01/4-4 uA-N. c-L, Z-4 -7 SO -2(-! -7-03 PC12.-F0 r41- cE -(A0C27- j L/61 PA72-KPut-ce rd-31 V U2 KLfin,Q 7 21 -PTO -g 2oise-RT Pu H ► ct-t 2 ►o - S W e �'tN C iZT (ZCb i A A1-0, Gow t E 7 Z ) A Lm,0e cal-- ti E ? Z. t 3 o oo�ra p_, V 4-1 ssc 72 313.0 - cx v s-63 Ca Pc? aut.,,u E c tZT' 11/4 s 7 2 313 0 -cY3 iv ST Y et-!18 S /lark) 72 3r3o -.00zs -o) 1-2a(3e-12T' SLAG ,-►T 2 t 3 z Nt'4,, I-1,N L— I .723 13o•-eD030 - p i►nA-Q- OC,(, 22ot/ Svc 6.11A cis ?23/3v _ ova J _0 y 3-.)c.o cZ K. w u 1`rf 2 2L) 0-E (o CT ?Z 3 /30 pQC`/O~ z mnz,,•p Stu D€2so 3 Zoca crtesT Loy. 7�3 r3o mums 8 y ls" I3L.11 roe xue zoeh Ti on� r+u z tJc lute. ?z 3t3 0 - , o- c c 5 (o S'r 3 r/t-,ro fives n.)E- ` ?.3130 - 5- may (Attach additional sheets, if necessary) . (Continued) NAME ADDRESS ASSESSOR'S PARCEL Co t ) (. ZU we L'i JU c NUMBER .1.)N•v rt-IZ l rt- 2 1 3 3 ;..) rrf c_r ?Z 3,°3 o - -O 1LfFSL N 2.20 N la m L7' -2 2. 3/3o coo 3 -2 2. 30- -�� Sv6T► C-I4- G:UtUti, Lt{ 2,1 t.".AvA.0-62 ?D O 16 '7 Z3 i 3o o d c:O - 1 T?e—rr7 {+v 01-6-2 Z z t 3 ti� Co�t1 LT PAL » s�,� 72. 3; 36 - /cn -cog Ri? 't w l E #t0c F 2-1 12_AC i'+E . q (P/Z l�eiJNr`'c�J etc ,ve 7Z 3/30 - v/a5-oy r` ?Z3/34.) -o C3vRt3y `! (ash 13c�,nae /tvc 1veS •72-3/3O�Ca�/ 5�07 t 1- "k14' VUOK) e H0& JNC C ?�3/36 - o/2U Applicant Certification i, A L I Uh J/-. G ZAOtH , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: CI City of Renton Technical Services Records CI ,Title Company Records Er' King County Assessors Records , �• 4i' '�r,,,,i, a . Ott Date Signed (Applicant) NOTARY = N ATTESTED: Subscribed and sworn before me, a Notary Public, in and fo the ,t?te of'WashirigtQTi, residing at Kco 1 on the % day of ';,- ? 7, I951 • Signe ✓t !YN _67, 'e9a`^ ,, 1 ,„ + • ` (Notary Public) . .................................... For City of`Renton Use**** CERTIFICATION OF MAILING 1, jy, ; '`hereby certify that notices of the proposed application were mailed to (City Employee) each listed property owner on %�. 4 ` 3! Signedt �•v' • NOTARY ATTEST !Subscribed and sworn before me, a Notary Public, in and for the State of Washington resi ing at e ,F ;on the ,< Signed �Y `v 'z-,� e listprop.doc REV 07/95 2 n 6r-b-, r•7�cNc?- J n v 4.1 C+rowikyd iv - o€/O - 9� 491_ 17b t N 4 Q,ry ca U,r j (9,23 29.2-770 w 121-D8-7 i 9 --;?n' A ci NOS(y par 9 hLS )4 - 0-2/9 ..pL �L�10 1� icvrc� � � �ihZl �1,z �3�� Utz-v�la7tZj LP - 0V70 - Ozoie_hb -Dry -le N ;rmue E_CS �►!,►hd�H� s�v�� h0- Sipapo - oz 94.h gry _)c3 r,tcs r�J Ei 1,05 "'oS Q 1iSs�r�✓1 L P- cam,t Co -- vZ a7C. h h 'n' 1 &fi r v`zi 9 hS.S 2 (j•Q ') (v -I L.o- _ „vo - Pz °lL hb gN ,( Mrvo,r0Z1e) GCS �1t4-4d!,U3f4 '?3Y4a rVV #. Z� d s s3 3-V yr N • • • BATCH NUMBER QK COMMENTS CUSTOMER CRAMER NW 0ELOPMENY PF -rOti x<_.*.**.**+k .ig:.,k*kg*.iiik :**ale iis:k* :i,okto,,,k**..SK,k t?K *':**.*.*,F*-4-*** *a*r* *ti*I**s ,a k K:k?k' Sls k'ik *:�kilc k:r?:�kik k:3r:kik[:31i: �t k:ili: ik k:ii�.kik sK.k k *k?kAr talc kalc :SK. * RECEIVED , . PONE . . :-. 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T.PV:4W;:::::::-•••• :-78::;iE:P00 :::', • -,:''. •' ,.:i:ii::?::: :':':: :....:::i.,,ig::::::-. -.:-.:..::-:]-::]]i:]:]:::-•'•-•::i:i:i:iiii::i:i.:]:':iiii:i*:::i:i:i:i..ti:i*:.:i:i:i:i:::::X:TF*?,*::-.',-----*,-,,,:::::::ii::::.ii ::::i*:::-WM::.:- -:::-]]:i:.H:::-- : :p.p. CONSV 1.25 1.25 LEGAL DESCRIPTION LOT 6 BLOCK 23 RENTON HIGHLANDS ADD _____________________ ....____..................„.. ............. _.............. ............._......................................................___ . , 722750-2465-05 ACTIVE WOLMAN ILANA C S+ET AL 419999 RECEIPT NO : 703652 798508 749347 860792 625 CAMAS AVE NE . PAYMENT DATE: 04/30/98 10/30/97 04/29/97 10/30/96 CUSTOMER NO. RENTON WA 98056 PAYMT AMOUNT: 608.54 602.01 602.02 610.62 PIST144gA1S: Oa 981]:,i::: 9I'::],a7]:-]:::W:::::::.9lrJ97 96 96 INTRfPENALTy: CHANGE: 000000:091a97 --::REVALUE LENDER: 4502 S-T-R: 082305 RL OM TX EX LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID 99 T 2100 LAND 50,000 0 00 ,00?..:::GN .:::::m..,-.,..-. .,-.:-.:ff-.,:90:0-.:.,:,.:: : ::::*-::::::,.:icg . 00 00 plIF4:5.ii?:.-:i]]-x::i:i:: :iiiiii ....4Z.::p.,2A.::. .:: .- -:.: ..;-..... . SPEC 00 .i-.,!]: ]; ::]]•-::0]]::QQ TOTL 92,000 FF .00 .00 98 T 2100 H LAND 50,000 0 .00 .00 GEN 1,212.08 606.04 tMpSi:i*i*x:::::::':,imi::: :::::..:.:41.-.000p .xm:::::::.:.:]:::: :::i:xf..:]:K:] KaM.iiig]W.-..---:':i:: ]::: niiiigffOiiiiiMa:aii?:RSp.ttiMai:ii ]]?...:]] :MOOM.iM'g::iaKiMXO :: :: ',:. ..,:g.''gU.:::.: &2m .:..:.&...,..,„„„-.:.% . . . .: . . .*x,*,.- --. ..:::,,, • '-- .- ' ' .::::-:•: '.:717,1171Z:MffiiMane.200.0M.::',. .-.M.W.Wa ":".:.::. :Mana":'iagiM-0::.----m :':':iM::,MF:'.%:''Tf:MgMiii:::aim ::::. 4;;110.- ---.*]:-..:::]:-..::::-.]:,: :-.:]:-..:]:::-,-.:01:1 -:--:::• --:::::::-'-i- :-:-'::::'::- -":'- :Mi'iii.:i.:i.:.:iiiii'i•::::.:::::iiiiiiii:iiii:'::::.::i::::.'''':]::']':::..---:-: ::': -- ' -i:: :: ::".-:::'.::•!i'i ,i.:::,ii,MR;i::::-'•: : '.]: QGNS.N.k.:MO.::: ::.'".. 5...:00. 97 T 2100 LAND 50,000 0 .00 .00 GEN 1 ,202.78 1,202.78 .....IMPS 36.,700... . SPEC .00 .00 - . „:- ;•••i•;;:n ... : .. . .,::..iii!iiiiiiiiE0;;;;:.ic::i;::.]:*'TOTL,:N. :"..:-:.-:-.... .110:::.:.";::":7:00nr:C.NW:::;.."".;1:E ::."::""*:".,i'igigge :!:::::,:-..*::::iiii'iN•Nii:::Mgi;:::M;;:..: :::. :FF.. :.: :Iiii::..:.71::i.::':::::::..... ..00MMSENEMogi .:::::i::::,:]:::,:::::::::::::::--,:::i:::::.:::::::::::::::::::i....:: uo] :::::•::* :-:: ::::-:.,..-,::.:::,. ]'.f-- 2 ]:]::::-. :----:::''' ':-.4.•25 .,:. „::.:::„. :::.. -:: : : :. :.,. . „:. : .............. ..........„.................................................................. ........ ......... . ......... ... ::]'' ''' '' ........................ :•;:ii:.i:::::::::;.:!:!!-',:!:-:!!ii..iiiii•::!]::]]]]m:]:.:ii:iiiiii•: ii?,:i::iii:iiig i:••.• :N - ,:-:.::' :,•:•:•,•:•:-:•:•:,:-.,-,::::*:*:::*]*i::::::•,:::::::: :::.:•:::.::::::::::;.,:::::::::::i:::::.:::::.:.:*::::::::: . .:.-•::::::::•,..,,,,,,,,,,,,,.,"-:,:,:,,,. ::-..,,,,,,,,:-....:-,:-:::•:-.,,,,,,,,,•:•:•:::::::::::::::::::::::,::::•:-:::::,,,:::::::,,,,,,,, .: ---,,,,,,,•---..•:,,.,....,•:-:-:•...•:::,:::::::••:•:•::•i::•,:i:::::•••,•-:•:•••::i,•:•:•?:.-::::::.::--:::::::::::::,:::,:„.:•:::::::::::::.:.:.:.:.:........„:::::„.:.,.,.::.....:.:.,.::::,.......:.::.:.:.:.:.:.:.::..:.:...:.:.,.:.:....„..... . ..:.:.:.:.:.:.:.:. :.:.--:...:::::.... -:-:::::::::::::::- .......::::.::::::::::::::::::::„.„...,:::::,::::::::::::::::::::::::::::::::::.:.:„.......„:„.:.„.:.:::::::„:„:::::::::::::::„.„.....::::„.„.:.:„.:.... ..:.:.:.:.:„.:.:.::„.;.„...:.:.:.:.:.;..„.:.:.:„...,...„:„.„:„.:„.:.....„...: - ... ... .... . - -'':•;:gm:::::,i,.:-,:::mu,-:::!:::0: in ::.•::i.:mo: .: . ::.: •:.mim:::::::•;m::::0:.:::ii.::ii.i.imm,•: ::::: aiiim::]]]]i,:::i.:i.:iii::imM:mmai:0::]:::::•, :m:;:::::::::::::::i:::::::•:u::.:. :-:::::::::: ::-:::::::i:i:::::::::.:-::::::::i::•::::i::::::.:i:•:i:i,::.::::.::::::..-:•:.:„iiii:::::::::::::.:::::- P 0 3 �# A..L .. ..... .1? 0::R: E 12:;I. '.>:>:. ;s: .::.:. ;>. ;:.;:.;:.;:.::.;:.>:. .;:.:...:.„..: :;;:::..,„..:.;::. '0 MCI 4 > . :;:.:... .::.; ...."....... RL OM TX EX LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID .. .. ........... ..........: ............. '''''''..:'::"-•:':•:'::::::":'*:"ZKY"::::000'":::::::M.::•::::•::::::::::,...:...• . .:-....".M.:.:::.".:0"P..".::::".:•:"'.::."::::41"...::.":".'".:1":":.::.::i.::i::::::".."M"..".".":".M.0:f.'::::"..i....".-ZI.:gaili'....'...1.1.".......:00....::i:...........3ii:sa.:....p..E....104..c.:!..1.i.".....:"..."..!.I..".::.:::.i:".::".:i."..:.:E.::::1::::•i"7..20:"....:'.000.00-0:7"::"*"....."."--.1.:::......!....":".:::.."...!................!..i.0....,...:i.00066..0.. • OTC 86 7 :: : >::::.:: CONSV 1 .25 1.25 95 T 2100 LAND 50,000 0 .00 .00 GEN 1, 197. 15 1, 197. 15 LEGAL DESCRIPTION LOT 7 BLOCK 23 RENTON HIGHLANDS ADD REE:ZPT NO ... . .. 722?ra0"2470�08 ACT�)�E B4Rt�k.:J<3F1!!t".�:::>>:;::;::;:>::.::': ;. Ct?88'# ;...:+E4�6'F2>.::<::>: ;:::>iF��:�k��:::>�::r::>:;::[::>[:>>�$53C? r.�8�� 621 CAMAS AVE NE PAYMENT DATE: 04/14/98 03/11/97 04/05/96 02/22/95 CUSTOMER NO. RENTON WA • 98056 PAYMT AMOUNT: 441 .46 465.85 464.59 459.61 DISTRB YEARS:INIR PENALTY: 98 98 97 97 96 96 95 95 ....:::::...: .:. ...:.. . .:.:::.. ... :: .•.' :»>:>:>: .< : °` >::>:::<::: :::<::: c1tr�i�aE<t:::.:01t�3ps:<pat�sss .....:>;::::O�t: �#;�r:,�� '� tii�:.:. ,>r1r1Vt�E1t�' 0000 S-�`.� t)823a5.....: ;:;;;;;;; . RL OM TX EX LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX..... TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID , i:>' . .:: .. O... .. ;:. ..::>< :: :: .::., ::::>:>:.00 ' x N>>99;: I .: : 1: ::>::::::>:::>:::>::>>::<::>. 1 �Q • ' ': 3:FF .:. . .Q..;TOTL 820(0 98 T P 2100 LAND 50,000 0 .00 .00 GEN 436.46 436.46 IMPS 28,500 SPEC .00 .00 97 T P 2100 LAND 50,000 0 .00 .00 GEN 464.60 464.60 IMPS 28,500 SPEC .00 .00 TOTL 78,500 FF .00 .00 95 <: ;' ' T: '# 21: :`'.:::> , ::>'':::: >:: t Att::'.; �vE3:#:ice t3 ...;: :' '::': `:ACC;;:«':"':::'" .00 GEN 46.3.:�+#... '':«<:::.:..;:�iG;�:+:34 IMPS 28,500 SPEC .00 .00 TOTL 78,500 FF .00 .00 CONSV 1.25 1.25 • • 5 • . 1( .........: :::::..::::::::.:::::... . f_A1 E�::::.:.:. .. ...:::::.� ,. ....::. {3 .::::>::::. . fl0 GEN 458.36 . . +4,# .3 8 S TOTL 78,500 FF .00 .00 CONSV 1.25 1.25 EGA# ClE.SO1 .:#3 rQlSf:::::>:::>.ii.l:>:: LOT 8 ;::.>:::#$t:C1 ;:�3::>:;::::;:::.;.'#�1rN'I'OE+#s:aF1:DH: .. :,.. 722750-2475-03 ACTIVE BAINBRIDGE TRUST 450790 RECEIPT NO 226911 463011 157061 134183 GRIBBLE V W TRUSTEE PAYMENT DATE: 05/19/98 10/28/97 04/29/97 11/01/96 CUSTOMER NO. :- 216220 :$:E::2b:T'H PAYMT AMOUNT; 542.67 544,44 5+44::?4+>::>:.>::>:::::»:>:5! 2 ::23 I ";¢%:>>; pr' >:;. . 438027 ' ..LY1$3 RB YEAR$;::. 98 98 97 97 97 97 ;>;:96'96 LENDER: 0000 S-T-R: 082305 PGM A 1 043 E A L. P:.:R.:i) 1?:» kl.. ..:: 1 L QM-TX`:EX L EVY:;L EVY P:AY :N E a;r: >:>;:::;``;:-„.:-._ .» ,... A_. ::::>:>::::;::: ::: R ... . ... .. .... ........ ...... .. ........ ...:. .::.: . IJ.::TE .. �.f:.:.t� N.::.: BENEFIT :::: :TOTA:E":> :>::><>; i.:>>;;: :;:T+4a4 TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID 99 T 2100 LAND 50,000 0 .00 .00 GEN .00 .00 .::::.::::::::..:. : ... . . ;: :;> :::.>::;::::�raTL: ::::::: :;::::: : 132;'€}00.; :. .... ..,.. : ., 98 T 2100 H LAND 50,000 0 .00 .00 GEN 1,080.33 540. 17 IMPS 32,000 SPEC .00 .00 TOIL 82,000 FF .00 • .00 CONSV: . 5_00 . 2.50 :1 :::; 50 QQ'.•::i::>:j:::: ::::.:>:.>:: >:::::>':::::;>:>::::::::0 :::>•' ::>:>:: s ::>:.:'s«00 �' .00: GEN 1 87: 3" f 087.• r C� 6 + Fi IMPS 28,400 SPEC .00 .00 TOIL 78,400 FF .00 .00 CONSV 1.25 1 .25 96::` ':`T >: <> 21•"i`.`':-.::g,>::>:c>:> : >>>;>"`:;5i ? ,<':` _.......47}3.... ... ........... Ea4t!1Q:: ._::.: :.. 5f3::0.00 <:_;:<:::>: r<.a'.::::'0:.::>:.:;::>s»>:»>:>..:. ;p0.;>:>'::<:<:>::::s?: >0EN"?'«L:_: 4;103;.29 .. .• 1 .1433.21 TOTL 78,400 FF .00 .00 CONSV 1.25 1 .25 $5;<::::::<:::r ::: :..; >:::::: ' :>::::::::: >:::>:>4:ANa.:: :>::::::..::g..-..:: W: :<::......:::<::: :::::....::>::>::::> :::: ;:: .Q ---:.>: :::.>:..a;: : :)::..:. I::>::. .::.:: : N >::::<. »> >4.-;:. . .. , 1.; . 54 ;:a:>I:MP »: :>:>:s::«::>:>: `:28 :4 .. oT im-A-:>»: <::.7 > 0 %<> :_: '. `. :<>'': <>: :< >:::r.g:>>:.:;::;>:>:::.: :::i i:i::s:; .:].„,-.:.-„a:>::::: .:": :>:>:>::::> <:; >: ;«>;;:::' :: ;.;.:.:.::.:.::; .;:: :.;:.;.:: ::::>.T#!. L.. .. .;. . �:r:4FX0. .::: . ..::. F:� .:f�E3 0Q CONSV 1.25 1.25 LEGAL DESCRIPTION LOT 9 BLOCK 23 RENTON HIGHLANDS ADD 722750-2505-07 ACTIVE PERFORMANCE MORTGAGE INC 689999 RECEIPT NO 221704 401 PARKPLACE #311 PAYMENT DATE: 05/10/96 CUSTOMER NO. KIRKLAND WA 98033 PAYMT AMOUNT: 4, 161.21 :.:;.. ..::.. • ;:>:: :::>a>: ^z .;:::;::' :TE+1:TRf PEtt�1FIT1* .:::::::.:;i935>:;24`., :::.: >: > `'`:_:;:>:_>:_>:: : :. CHANGE i:;:::000000 09i_897 >::::fiEV#I::l1E ;_.::..:;. LENDER: 0000 S-T-R: 082305 RL OM TX EX LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID .:;:T:::.::214Q} . :::>:>:::: <::«<:::;'::::. ..':...L AND:- . .. • 11•6,00E7.>•: • 0"::.. >GEN_ :.._;- 5 TOTL 116,000 FF .00 .00 98 T 2100 F LAND 116,000 0 .00 .00 GEN 1,528.27 .00 -...-...:::::::.:::.::::::a.... TOT ; < 1: :: . .:: .. :;.::.:.::.. : :::::::: ::. : :.::. . 15:::..:.. ,(� : :: : :.:.:.: . : : ..Oct.:::..... . ..:. y . .... ...... 97 T 2100 F LAND 116,900 0 .00 .00 GEN 1,621.74 .00 IMPS 0 SPEC .00 .00 - ;:<::<:>::TOIL:::::>:: >:::>: ::<.>1;#6 900:::>:::: >:::::..:' .......................... ......................................................... 0 :.:::.;:.;:.;:.::,:.. :,.::<.:<.;:.:: .::.:::.,:. :.:.::.::.:: .: :.::.::.. ::.....::.. ::.;::... :. :: > .• »::.:::: :::> > ......:>:>:> ................ ; .:::..:: ... .:::.::::..:.:.....:::... • ' PGMI:- E - AT1048 REAL : PROPERTY . 0US. TO.ME .R .. • I. NO.U.J R.YO.,...-.:n• :-.•:-. •O'R/12/9.9',.... .....:.....-15ADE . I.-: 009.: • MCI040 . ' : - .,.. •.. • . RL OM TX EX LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID :: ;100 •• •'•.• •. '• r.• L A...ND. 'I ...:?• .......,;1 i 6,•BOO- : ....,:.,:.;:,..],,....,..:::,.. E-.;-.:--" ....:.-:--0::: -, :,.;..''*2 .. .' - ° ...::.. .6 . . .... ''' .„.:.-:%:::,*:-.::::::.:":-..i..:.:..'.:::,.:.::,:::Oef:I.!.:!::::.::.:::'.,:..::.:::::.::...•-••,..00..:-SG.PE.NE. C' ....0.90..t ..0 09 1071 116,R00 FP 30 (0) CONSV 1.25 .00 0 .00 .00 GEN 1,614. 15 1,614. 15 95 T 2100 LAND 116,900 ,..,,yz:ff„:::::::„..„. ..:::: :::,..,K::::,, ttittiiiiiima ..,,,„: 00... .. ... :::,....,.... . :. 00 IMPs - .--- - ::,--.:------:::.:±i-o-MiRi?PRmm::::.ig- mg. .-::.--.--- -,:i,: ::--:,-..,:.:.ii.amm..,]:],., o..,i:m:i:K.....,..„„,,„„ --- - .....,* -. 00 ICITL: -...:116-:;:900::--'2':;:AMMEManiMM :::] .-:---<M:-::":...... .-. ..:,::K::::::-*:* EF. u.:::ff.z.,...,.:..: --0131..,-. . - i,25 '''-''''''''''• -- --. - '- ' ' ' --• ' --'''''-:-.W .:-. .'''':::•':=: ::::'*-: ....f- .:': :-.. :::: :. :. ....-..-iN::'::::''''. CONSY: :::: :::.. 1.25 :- • - 94 T 2100 LAND 116,900 0 .00 .00 GEN 1 ,609.32 1 ,609.32 IMPS 0 SPEC .00 . .00 TOTL' : •- 116',900- - ,- -,,..2.-....:-:.i..,:::a ..z.f.-omuom,:- .::.:.:if?,::::::::au.:::- . ,.::-.----:_4.00.-+,..:: :::- .-::-: .---,:to ...,.:::: 425 LEGAL DESCRIPTION LOT BLOCK 23 RENTON HIGHLANDS ADD PLAYFIELD - -- -- ' -' - -:--"- '- ' :-...':. -•,:: ---- K:i":' ....]::::-]: "...":.:::::: ::-: :-.: ---.:,-.::- ... -:--.: . • -.]:H"--:- -„- 7231307004.0" 101.08 ' ACTTVE. ... ...:NPUHICH-RGBERT::.M. R+MRS - 71)9 T11 9-99". RECEIPT -:': ..-.....i. .:..i.: 422.3.7W. -- 765--:-.-:::::-: :.:::-:::. 42015-Q-.in. -:: 1553 .. 2195--NE6TH CRT .--:----:-:::':- • PAYMENT-DATE: :.08/31/S6WM40102/97,-. -:-.:04/02/97.-.,-.. 10/07/96 CUSTOMER NO. RENTON WA 98056 PAYMT AMOUNT: 832.51 810. 10 810. 11 821.70 DISTRB YEARS: 98 98 97 97 97 97 96 96 INTR/PENALTY: ' - : . .:.:..,":..-• .. :- :.:!:..-.:-:-::::. -'- - CHANGE.:!..."1 B0047.0 1;20597-:----,,i: NA M E/ADO R E S S :.. : : :-:...:.-.-.: - ....: .. ....„.:.„...„.„ ......„.„......... . . ...:.. ..:. . ....... . .. LENDER COCO- - - S-T,,R:r...082305 RL OM TX EX LEVY PAY NEW - - - -:: .-,.:-:,-- . . - ' °ATE FF-:--DRN BENEFIT TOTAL ---.-EA :'-::.. : :. TAX. TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID 99 T 2100 LAND 50,000 0 .00 .00 GEN .00 .00 IMPS i::iiii?„i.,.-.: . -76-,-000-i.-:-:::.:::::::. :..iiyii:-:::2::.::- i.:-.;:.iimmimii-i-il:i:1:::-i--,-ii-i-i.:-:--..:-idil:-:::.:.::: . .:-:-.-- ii.-- .:.::::E.--$.0E:0..':.:i:::::::::,:0,:Iii:....ti:1:.]ii:.....::i....]...::.]..::.....,:iiii00]....„....,.:..:i:...:.:1:.::.::::.,.:..,.::::...:.:.::.1.:::::,.:iiii....::::ii:.,....-: ..00 : . ,..... ............. ..................................- .... 12600G 1--,- ---.)" %'..'...... .:',...6::::..... . .....i..iiMMY::'::. :i.... ".....0-.:]] ",' ....i:M,.. ",: :-. ... ... .....-..!T...,.::,.!=f . .i.98 T 2100 H LAND 50,000 0 .00 .00 GEN 1,660.02 830.01 IMPS 76,000 SPEC .00 .00 TOTL .00 126,000 ............„.....„ ......„,..„..FF .00 ........ ..,:„.0,........ . ..• : :, .,, __ OM ]E:]:].]:?.,:.,. oi: .imocoNW.44mK:::::-..%.„.„ 5,09„ ,, ,,, ,.„.„.:2.w. .•••.•.•........... . ..... ,. i..::.. .. .. .... ............ . . ..........„.......„...,..... . .6 0V ::'::::::::••::..ti: ::::iii::::g.106 50,00::•:''••'•*•••'•••••':;];i:':]'•::':':.'g:::'']']]':]]']']]']']:']'•:"':':.:;•:;•:i':•:•:••••::':i..•:::•L"A•NO• :••••••••••••••:••••••••••••••' ••• • 0. . --•::-•:-:..•• .. • ' •••• 0 ••••••-•:',:•••••••:: •••:.:'•::•••'*::•:**::•'00 ::' ::: :•::: :•;-00::::GEKinai:iiii:0:.•••t;,619:.. 9.•.....,:-::••--:.::•1--619,9 IMPS 66,700 SPEC .00 .00 TOTL 116,700 FF .00 .00 CONSV 1.25 1.25 ..... -:-:::::::. --.--- 5-.0,-,n0HMagMMEWag&MOK ',:: :::. . ..1-.,.642f61- -.:: ---.n IMPS 66 700 61 1MVA .-;- TT:::-q.:::::-.*.:::: ::::i:: :MiMM::=-',:. --. . -rf.::::]-,'O''''''"''''..6: .:7MBREC - TOTL 116,700 FF .00 .00 CONSV 1.25 1.25 44W:.:::: '-'..MiUigg. J. MigNg#NPIEWIffigNO.P.4CUNU. -:-0g :.-Ag. Agg:]- :-..:,amelF400imx'Av4ocOgov...;:....ruldoktup9Immati1,41 ,0 spEc: 00 00 Imosg:::*w..m .....i..:066R7.7,00,. ..K.:],..„. ...,x,.....,,,,....,,,,,,,_ .. ..,..i:..: ::::...„....,..:,:,.::,.„. .., ..„.::: ::..,, ,,.. . , . ,....„. ..:.., ,... ..„. ..„,..., .. 0.... 13TL-.. ...: :: :146.4. 00aMEK....::i.aH:::i..:..:: ::.-::.:-...::M *...: '---,:::::2=-'-';':::::r......,:::*:::::::::ifF: :,..---:-.::::-,--.--- --.. 90--.::: :::..:-.--.,.,,,....:::,,,:.::„:::i:wj:.. .1;1. ' ' -.- --]• ---.:i.,:::*,,,...:::::::,.......-.:i -,.....:0..,..:::::::::::::,:,....,....:-..,---- .............._ ... ...... ... .... .... ... ......... ... CONSV 1.25 1.25 LEGAL DESCRIPTION LOT 2 BLOCK 1 RENTON SUNSET HEIGHTS ADD LESS C & M RGTS :,,,- „,....,-- --. -, ------ - ------,--------,.,...,.„,r .- ... .........:"':"VirA.:-T..":6. WI ! ::.%,..: - ':-%::*: :;:*.'„?.::: •:::::i.::-:.::.-*.:::-.::*::::::::::.::::::::::::"":'''"'"--------.. . . ,• otim.i i.ii:,:::..:miiiiiii.u4:::01.04....a..;... .: % ........,.......R.::.:..g....11.t.;.....ii;i::,....:::: .:.p,....!.:14..........,:e......::p.„......E:::i:4.....iii.t.....-:.:,:,i.7.7..::7.......::::..:...„:::::.............................. .... "• •..• .I Ict:.0'-:14....:.'1...:.:..i:R.:.:.-..i..Y..]:ii;:lii.ii..iiii:!!!::iliiiii::i:::Ii::::.::.'ili:lii:3:'iliiii:t4..:.::......1.:.:.:::.4.4...10.....0......iiii.::!iiiii".::!iisi..;.:1-1:1::,04,48:.:,4ae.:.:.:.:.1..1'1,;•.!,...'.itill:ii:E:"....::ii::::8:..:ii":!.•.;.•••:-.::i::.::-.:-:::::':::....1.::::....:i:.,.:..-:..::::i.:::-:1:''..-: 1ii.t.0104C.0..... . .... . ::...--::.•...::-„,.. . -: --723130-0015-03 ACTIVE BOWIE REGINALD----- 549999 RECEIPT NO : 226716 43185 514768 223349 621 BLAINE COURT NE . . . . ..: -:i.::•:i.:•.::.::-::.:::'-...-:.::-...--- PAYMENT....DATE: ---.........9....‘1.. ......2.......2,!z,_,:_::_:::_-: 1‘747i-11%;14 ; 7 5 41 1-: I0USPAREN0 PENToN WA ftrAMODNT 848R ° ; M ; F ‘; IT 0 ARS p: 10 ,1*. 9IM9g6: 969 6P"'A-''%. . . ---,*::.:40::.:ilti:x::.: :::.::::i*i:::i:i::::::::::::::::-...i.??:,:.:.-.Y:•:•:':•::- - --- IiIITRtPgRAIJY'; ..,,..-....A:x..]..:::::::: :.., CHANGE: 000000 0918971;REVALUE . LENDER: 0000 S-T- R: 08 5 RL OM TX EX LEVY LEVY PAYi,.;E cr.NiltillisT AssEssto VA-E.,.:::::,,,:,,, C -,-.- -. .--..-:„.-:... .....:.,--- • 111-'''""--513'%;IED AV#F;:$-::7::-..,: e!:IELF4 -.rS ---BE-tkrtchilTi!i-IFFEEMiNgsgWAMIN;!!IVYZH• 7#-.1).....! l'i 1;r:.Y.R.::.':•5:.•••r. :S T.-:--:.0.0 D E *R:A T5.::•....i::.:...:.....:; :: „.................................... : ,4,Ai.000.•• :.:„:„. ..:„...:.. ..:.„ ..:..:. ..0 • . ..„....-... .00 • - IMPS 78,000 SPEC•;.0MPgNi.]•:::::::::::::::::::.„..................,,...,.......6.6. ..... .00 .. .. /100 .:•:•:'::::::::: ::*::::::•:::i.i::::.:g:W:::iii:MMAND.a: -,-,--- • .::::: ::.:::' '''''' TOTL 128,000 FF .00 .00 .,... ........„:..:. .....:.:::.::. .::.. :„...:.... 0 . ...:,,.:..„....„::::::::„:,::::•::::::„:„:„:„.:„:i::.•..:.:i.:mii.:...;4 ::. :!!.::i*i8:::!.....:.........!.4.....7....!:::!!!!..•::::!!!!!!.::: :.::::!..i..i...!.,i.ociiil.:.:10 ..-- .. 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PiOlMENT PAIOgfti: 94.1g7ZRAmx:09.4....1w.... --- 0-07,,150 • 1,4322...22. 9-90:::: ----1-.,-9Q7,,Tv 1. ... 97 96 96 ll'r:11tEA7.N: CT 'i4i-' - :- • RENTON WA 97 OusTamERNo.. '313(156---t-I'YIILAP.:(Tars:.. "498 98 97 97 INTR/PENALTY: CHANGE: 000000 091897 REVALUE0, LENDER. .0000 .:5-:NR!. :4NM. 7_ • ... -.TA*-::.--,,..,-,m:x...x.:5A6 0ATE.::: :%:]H. PAY NEW,-- FF DFW---.:iR-:-.1%-gNgrftlinl!!ii!!!!!It;:llaittii$!!!!! ""PAID 1W0M.TX-]:.E?C; Lyy...]..:*'pyy--.- YR -YR $T:ST. CODERATE - " i DEINSliASSESSED - VALUE :: CERTIFIEDACRES OST--3-:. :- .4,1, . . _ . 00 GEN .00 .00 0 .00 LAND 50,000 99 T 2100 SPEC --- ...::::,. :.ff,...:,,:ff:::::::::::... ..... ........., , ,ZU 109,000 R,,,,,,,,,gmg.149ppq. „-„.. ..;;!.. :.:,.!.:i. . .g.i.y.:;::0(tr,..:.„„,.. ...,„ .00 . ::ii:*]:.:::::::::::::,----:-------......... .... ..... ..... .... .. ... „.„„...........:......„:„..::::.„....„....., .........._.„„„„„:::::::„....„„„„:„.„. „.„......... „........" ...:•::::„:„„:„:„::::::::,:::::„::::::::„:„.„::„:„:„:„.„:.:::::::„„:„...„.„...„„„...„............. ...---:,:::,:::,:*i:: :::::.::i*::::.::::i.:,:::]-..::::::..::::.::::.:::.„.:.i.:.i.:,:i::::.::,::::„:„::—::::::::::::"::]: *::i:i:iiii:ii :]::, ]]:-::]:::::„ ..,•-:-,,,,,,,,,---------- .:-::::::'": ----------- ------------•--- . 947620-0270-05 947620-0"'"-05 LAMB RALPH W+MARGUE! E W 689999 LAMB R H W+MARGUERITE W 689999 555 BRCNSON WAY NE 555 BRONSCN WAY NE RENTON WA 98056 RENTON WA 98056 947620-0275-00 947620-0275-00 TATE MELVIN L 719999 TATE MELVIN L - 719999 559 WINDSOR PL NE 559 WINDSOR PL NE RENTON WA 98056 RENTON WA 98058 947620-0540-09 947620-0540-09 MOELLER HAROLD W+MARJORIE E529999 MOELLER HAROLD W+MARJCPIE E529999 572 WINDSOR PL NE 572 WINDSOR PL NE RENTON WA 98C56 RENTON WA 98056 947620-0545-04 947620-0545-04 NOLL WARREN R+ELIZABETH M 739999 NOLL WARREN R+ELIZABETH M 739999 582 WINDSOR PL NE 582 WINDSOR PL NE RENTON WA 98C56 RENTON WA 98056 947620-0615-09 947620-0615-09 CRELLEY VINCENT L 0276 CRELLEY VINCENT L 0276 8202 S 120TH 8202 S 120TH SEATTLE WA 98178 SEATTLE WA 98178 • 947620-0640-08 947620-0640-08 REGAN JOSEPH D ET AL 829999 REGAN JOSEPH 0 ET AL 829999 1392 BELLEVUE WAY NE 49 1392 BELLEVUE WAY NE ;.5 BELLEVUE WA 9EC04 BELLEVUE WA 98004 947620-0645-03 947620-0645-03 WATTS JAMES G 900356 WATTS JAMES G 900356 558 BRONSON WAY N E 558 BRONSCN WAY N E RENTON WA 98C56 RENTON WA 98056 947620-0650-05 947620-0650-05 MERRIMAN BRENDA A 869999 MERRIMAN BRENDA A 869999 11211 NE 128TH tK304 11211 NE 128TH ;;K304 • KIRKLAND WA 98C34 KIRKLAND WA 98034 1 947620-0655-00 947620-0655-00 CARVER MONROE 0 749999 CARVER MONROE D 749999 550 BRONSON WAY NE 550 BRONSON WAY NE 4 , RENTON WA 96056 RENTON WA 98056 (to 947620-0670-01 947620-0670-01 DUNBAR W L JR DUNBAR W L JR 557 BRONSON PL NE 557 BRONSCN PL NE •; RENTON WA 98C55 RENTON WA 98055 (/<w 947620-0675-06 947620-0675—C6 LEATHLEY G L 40Z025 LEATHLEY G L 40Z025 561 BRONSON PL NE 561 BRONSON PL NE • RENTON WA 98C56 RENTON WA 98056 947620-0680-09 947620-0680-09 HAMMOND BARRY O+KIMBERLY N 049999 HAMMOND BARRY D+KIMBERLY M C49999 565 BRCNSON PL NE 565 BRONSON PL NE 411 RENTON WA 98C56 RENTON WA 98056 ' r�n A T R 4 A ;::>:>:>:;:::.; .:.: <-: ':9 :>::>::>:': '> IA :'::':>::::: :>:? >:':: ::::<::<::>€: G O 3 :»:::<::> .::`< Et:: .. ...L.........#> R::OP 1r..#�:.'fY ;:.G .11..S .T...E3... � �.<::':: I...N:.> ::>:13:<::I:::;: :::::Y:.':::':.<.<. .': :>::>::>:::;::::�)�..�. .............. dOS. MCI040 RL OM TX EX LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID :.......:i..>.....:......:.:i.:.::..s.:..>.:..:.;..:..:.. : : --:6" ;:: :..:..:..;:..",:..:.'............:;.:..::,',:::..:.::... .:: .--.::-.-- ..00G : > >:: 2,094.79 047 4bl : . . ................................................:..:.... ::::'::::'::::::::::isis ::::: :::::::.:.:::::::::;:.'. S. 00 00 T;]........... ................. e:'::'.. ..... ......:.:.....>:.:..;:.>.:...:.:.;.:.;..; :y......$.............................�...�...a.:.��e:�.::,::s::>::::'.::':::,::::::.:::„:.: �::::::::::::>::.:::s:::::::::i::<::::::::,: ::�:::.:::„ :.:.:... fi . ''' .i :F >:,.: ....-, ��:' �::.`:>:ii:ii :;:..,: .;:.::;;::::::i':; „i::::::>. :::i::::::ii iii:::::::i:::i::::: ; ;i ::i : ::: : i ::�OTLi:::::: ::: i::i:1 :� 0 CONSV 5.00 2.50 97 T 2100 LAND 50,000 O 00 .00 GEN 2,014.34 2,014.34 ' :: > SPEC 00 9> s ::TEfS: : . . : i45O `; : > > > : > > :F >» >> 00 > 96 T 2100 LAND 50,000 0 .00 .00 GEN 2,043. 19 2,043. 19 IMPS 95,200 SPEC .00 .00 : .....:.:. ..: :: TOTL• 1�15 200 >::. <:00 95 T 2100 LAND 50,000 O 00 .00 GEN 2,004.92 2,004.92 IMPS 95,200 SPEC .00 .00 TOTL 145,200 FF .00 .00 LEGAL;:0E RI:PT1Of+I::::::::::>:::>:::::::<::<`_r: i OT::.:::.4 :: :1. <.<:i >>:::isupcit-A. ' RENTON SUNSET HEIGHTS ADI ::< :::: >:::::LESS C••&::M RGTS 7 22 1 S15 £3021 0 i....AO'1`I.ME:.....................MP.C....,3AY�...fa..it.Y&iAM4...€S�tll�I...Il... .�L? �1��.I!?'f...1�1E1 . "f.�.�5.7.9................e1..�1.05f�8................�9!'�35g$................4.1.65Q'�"::>; ': :: 8 ::::f2:`F##::>::::>::::>:::<::>::<:::>::::>::` PAYMENT>.OAT 04 ;: ':&5::>::::<::>::::'::3/3:#: �3 `:::::::::>:::::&/ 4:' ::::>: ::: :;313 f .37`:>:: T � i : ::;:>: :`ii::i>::::<::>:5>::>::::>#::>:::::> g::; :T: : WA 98178 :A' 'T` 'MOUNT: 7 ::::<::>::::'?:i::::: :::' :::::>: ::<:: ::::>::::::::: :::>::: ::>:::<:::; 1r S 0�£.4... it3... ... . ... ....................... E t T1. ...1N P.YtdR A 35.,. 0........ ..PSZM . ,.3f........,,..:. .5 4„ S:<:.;:. DISTRB YEARS: 98 98 97 97 97 .97 97 INTR/PENALTY: CHANGE: 052948 031798 BOARD ORDER L .NDl £E :;4 S T R: 082305 DATE ,:FF DRN BENEFIT#�L•`::.�0>�:�fX:>:£7C LEVY IiE:1l:Y';::>::}adcY::: N TO.T:AL::: ]`�7t:' :> >:' :>'£A�k YR:>6::.: ::: I R #:;::::::«:>:: ":.GOIt :::::>' : :.> VALUE CERTIFIED AC E DST ACRES #� ': �'i...S S. COQ£ A....E........ E . ST...A..S.4S � R S S :T:::::> :':: I ��4 A ? 99 T 2100 LAND 52,000 0 .00 .00 GEN .00 .00 IMPS 67,000 SPEC .00 .00 S8 ..::::::::::::2.i t r + .... 67,000. 1 *00 Ot). G h1. 1,56711 s 8 IMPS 67,000 SPEC .00 TOTL • 119,000 FF .00 .00 CONSV 5.00 2.33 r3I-: ;:.::.52:1.4N LAND. 5..,(3t s>::::`: `: '.I3 ' ( .: 60 ,0 :. .0 !..4g. ... ....... . ... i *S rs9 O00 SPEC fXFp;'; :OR] TOTL 111,000 FF .00 .00 CONSV 1.25 1.25 • ..... & ': : : :' :: :.52:130,0::::: ..:::: :: : :;>:::>::: ::::O. '>':<:: :. :z > <:;;.:00 00:s0r1 :': i 00 !..11 ' 00<6: ::>:>> ::>:>: > t3 ::::;::>:.::: .: : :35. T 5::>Zl(I£::>:::>:>:> :>:>:» :: i. ill. i. i. i. iii CONSV 1.25 1.25 0M: ATR 4.3 . . 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LENDER: 2190 S-T-R: 082305 RL OM TX EX LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID =i ,., 00 :T MP S:'.,,: 67;clod :::>::;.; .>:.:_:::<:.. .><: ><:.. .` SPEC •:._.': ` 00 .00 TOTL 109,000 FF .00 .00 98 T 2100 H LAND 52,000 0 .00 .00 GEN 1 ,436.05 718.03 , Fg. 97 T 2100 LAND 52,000 0 .00 .00 GEN 1,410.87 1,410.87 IMPS 49,700 SPEC .00 .00 :: >::::>:::: :::::::::<>:><::::'.>: >>:z::>::;, TOIL > .. 101 .700 :. <>>:. <':::<::::>:::>[::>:'.::>::::>::><<, -FF .00::>: >:: -00 .;:.;::.;. . :. ..:...::: . 96 T 2100 LAND 52,000 0 .00 .00 GEN 1,431.08 1 ,431 .08 IMPS 49,700 SPEC .00 .00 TOTL 101,700 FF .00 .00 95 T" ..>:21:t7Q: :: ,::::; :>>::;;:<;::'::::>_::>;>; ::;LA 1p':.' :::' 52;000' : ::;..:'' 5::::>::: 00 O0 EN 404.:27 1 404,17 IMPS 49,700 SPEC .00 .00 TOTL 101 ,700 FF .00 .00 CONSV 1.25 1.25 1.E134:Ez::LYE0G1!tLP.:.11-0.fit.»»» :. W..::: tAN >::: BE::D F<::<:2 :#'dENTON SU :.NSET HEIGHT$:;:AD0 <:,:::::::::. ;:L:E`s ::d-.4_f�1 aTS:. 723130-0035-09 ACTIVE ZAUGG MARY E 4N9999 RECEIPT NO 909384 709143 826570 893524 :i::*:>::>:::>:::,:•_.::>:::.: ;:•:::,:;:, >>;: :;::::::<;....::. ..;:> 220,4 :N:E>;&'�N:.:C�`::>::::::>::>:::>:::>:::>::>:::>:::>:>:::>::>:::>:»:::>::'>:::#�AYM:Eh37'1?1�7E: >:::: ::>"::bd� .2'�::.98:'::.>::::.:10`.:28 9'� ; Ch�4: . :29;97::>:::>:::>:�0 :3�1':g6............ ............. OU TW R::;:NLY >::s::>:<:::>:<::::>:z:>: s:>::<>: itENT 0A:>:>:>:>:>:>_>: ? >">. >>::>:::>:> 9.8qSS::<:>:::PAYMT AMOUNT <:.:.- 72 :3>5 : '' 7. 8 8 ':: 70843E ;:::718 98':: . INTR/PENALTY: CHANGE: 000000 091897 REVALUE LENDER: 1221 S-T-R: 082305 POW; AT1 O43 ' R E .A L ' P" R 0 P E P.,7 Y C U S T 0 M E R I N 0 U I 1 Y `1./. 2/9$ ; : :;:PAG . 1 i JOB: MCI040 OM TX EX LEVY Levy PAY NEW DATEFF ::�.A: 'E pRN. 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SPEC :: 4 TOTL 102, 100 FF .00 .00 CONSV 1.25 1 .25 .::...:::... .IMPS>:::z;:-.," :.;:; ::i.:*i5 ;:1:OG1'Mi:i>:_:_ ;:: >:.;_>:.: ;;z:>:>:;:: :::.:.:»:<>s>:>s >;»;::_>:>:_> >: :. _>: :.: .. ,- .:: ::: >;; <:::`>>::;:?.< ::>:: :«::' <:>: '":>::::>:; ' I`QTL::'':::: _ «;::<;10f2f a.00.>Z:::>:':; :i`. :.c>:: :'::: ,.;. . `';:;:_>::::>::>:::>::::: ;:i;<.`:;:>;::::.> :> >FF >0E�`.:':;.:. : : .,:. . .. ;.00 CONSV 1.25 1 .25 LEGAL DESCRIPTION LOT 3 BLOCK 2 RENTON SUNSET HEIGHTS ADD LESS C & M RGTS 723130-0040-02 ACTIVE BECKWITH JR JAMES C 339999 RECEIPT NO : 946773 747566 864889 931901 2208 NE 6TH CT PAYMENT DATE: 04/27/98 10/28/97 04/29/97 10/31/96 CUSTOMER NO. RENTON WA 98056 PAYMT AMOUNT: 885.21 860.74 860.75 873.06 GIS OI';YEA'S::;'!::>:;.; :' ;;• .$8.08..:::::. ` 9'� S7 . .. -., ::97:'. : :., 96 S6 .:::.;:.:::... I NT R ..E ;:_:. 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". :: SP EG::< :< 00: .>:<:>: :::.»>::>::>::>::>::>:>�:00 TOIL 129,700 FF .00 .00 CONSV 1.25 1.25 `E.GAL DEoYG Z PT I:ON :: >:>:: :: <:. .".:..;:<:>1;Q t 5 --:'--IgtOCK N LE RGTS--''-----' . 723130-0050-09 ACTIVE RUMSBY LILIAN J 570868 RECEIPT NO 514690 485484 170627 111933 655 BLAINE AVE NE PAYMENT DATE: 04/29/98 10/31/97 05/01/97 10/30/96 CUSTOMER NO. RENTON WA 157.67 928.022 ..pniii: 928.03 941.31 . ` - .... :::>''#»»>>:::>#»>::LY :: tB.;"YE:R-5: ;98 98 97 97-- *:,,,.:.::. 97 97 96 96 ST LENDER: 0000 S-T-R: 082305 .' PG144.:: A TR043.:--'--::M]]:--- .-:,..1;VA":::A.3.... i:: :.!: ;12' P D P E lZ I .Y CUSTOMER 1 N D 1.)-I. lt:-Y.-..--- 01:...i.;i•.,.!.:08.:".::::.1 2.....V..i:i88 :. 1).::A.,, :.::-.......„..:-.:..--.1.1. -" . d051 , MC1949..,- RL OM TX EX. LEVY LEVY PAY NEW. ..:::. -' ... :..-, .• , .DATE FF DRN . - BENEFIT: -.--..: :::.:TOIALE.nWO.,::::: ..]:.-.:aTAX:.-.:.:K.:.• . 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RENTON WA 98056 PAYMT AMOUNT: 1 ,030. 13 • 990.45 990.46 .. .1,004.63 01 STR la..YEARS: .,...:-:-: .::::.58 :94••:-]::i••;:. •:!. :.:.1:01::97.....:.::::::.::.:.:.,i;-01::...P.1.!$i::iii:..:-:.: 95:86 INTRYPENALTY ....... -• ..:...-,- ....,-..-. -.--... . . ,.....------,..,,,,-. - . ....- ... - ::-:...?:':.:::.''''''• - '''::::-..:-.? :--: ::'',•• • CHANGE::r 000000 091897 REVALUE LENDER: 0000 S-T-R: 082305 RL OM TX EX LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT .......... , ..... BILLEI)...,.. ..... PAID 4--:--:---- --:---::.'.:::.:.'-::. ff.::..:.::,:.::...-:•-...::.:- , . ::::.: -.--.::::-.:. -.:.-.::-.:::::::: - ,:::::.-.:m]:. . . . . . ..:. . ...: . . ...... ,.. ..-4.-....-..._,...z::....:.-i,,:: .,: .„.::::::,....ag..,..i,.. ,:,...::.i? , -,.w:....i.m...,,,,,:.:....:ii:,.„....:„.:..K....,-..,..-...„..-:::..-.. ...... 0.--ii: .-. .'..1WiiMI100 .:::::::::::U..J %:-)..-:.---. ..:-.::M LOWil:. -. -....Mt4,000 ::::.: •::- i..•:::-::i.:::i.i::.::::. . .:-.. ••,-. :....:•:•::.:.::. ...: .;-.:••• - :'•:.....:.::•, . ,,. . , .... . 07 . 091:I 00 00 !g;PPS 102 000 - E TOTL 156,000 FF .00 .00 0 .00 .00 GEN 2,055.26 1,027.63 98 T 2100 H LAND . ... 54,000 . . ::-.,.:-...::::::.,.,,,, :m:::::::x:.;i:x:0 .::iiiiM..::::...=WCMINAPCOgiaiNOMO00,. ..-..-:,'.,.:,-:].:- ..- .:...' -.,00 1...:::.:;::.:•:::..:::: 1] :1]::::-]::-j..:::.-•:.::: -.::e. •:::;'.-...:•?:.:::.::::,:i::: ::.:i.::.;•:.:::•; S.:--.1-1..:....-?:-:--.- A 02 i 000 -. .- .: ..::.::::::i:*::,.--i:::::::*:: ...:.:: . ::.::...,...,....:„..*„...„:„..z.„.:.:::....... -'-'•' ".:::::."::::::::':''::.:'::::::::::.::::•::':::.,•••':.: ::.r::.,:...,.":i---:H::----::' -:: :.:-:-. 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RL OM TX EX LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID • .: A :<:>:::::::::::::::.:::*,:i::::::>54:1;: :;: ::»::>::>:>::: :>:::>::>:>]..:0?:: : >:>::>::>::> :> i :::*F,. ;:>::><:',:::- : E :<: >::'' :i ; ice: :a: <::: : ::::: <:e >::. :.-..:::>::::;].::s: ::>::>:< :..: ::::.::m:...: >:..: ,,01.::::::.::::.::::_ ..:.1 2.....::.. :,. .::::: ;:;;.;:.:.:.: . .::: .: .:.::.::..;:.;::. .;:. T#'lTl:i:::> >;:::;;>::: '::3:4 2 70E3.:. '::,:::: :<;::::::>:;:: :... ;.:::>:::>:::;:::;: . :::::»::;:: :»::: :::: >:F:.;::>::>::::::>:>::::>:::'>:>::::>::::>:: ::::>:;::>_>:0E3 `: CONSV 1.25 1.25 95 T 2100 LAND 54,000 0 .00 .00 GEN 1,970.40 1,970.40 :.:.M::>::r:;: >:;:>::>:: `:TOT >::::.;.:::::::: 42 LEGAL DESCRIPTION LOT 7 BLOCK 2 RENTON SUNSET HEIGHTS ADD LESS C & M RGTS 75-00>#>> ` T ::. .::r:::»::i>«::. SEOTT KENN .-- :;:: 7 ;:. .3 1 131972 6 :684 �� l;�at?�7 A�T�YI~............. � �T�•[ . .:_ R06 6....;;>;.�&C:I^:[.PT1uQ:»»::::>::;::;::: ��t�7� :::��7508. 620 BLAINE CT NE PAYMENT DATE: 04/30/98 10/28/97 04/25/97 10/25/96 CUSTOMER NO. 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B.El.EFI ':::::>::::::>::::>::::>::>TOTA z»:.::«;<:::>:>::: '::::::;::::::::*:::; :::;::::fA :::>::> ;::::::::>: X YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID 99 T 2100 LAND 52,000 0 .00 .00 GEN .00 .00 ': > ::;r::: >:::::>:IMPS .:;::<'.>°•::»:>:':: 0 f.0O ;;;......:; >::>::>:::;;: : '.:n:<::;>s::>:<:::::>::>::;;::::<::::;:;:::: f?!g£:::>::::'>::>:::> : 0i.) .:'fflTG: " %::_. 42':: Ot)f3. 98 T 2100 H LAND 52,000 0 .00 .00 GEN 1 ,870.82 935.41 IMPS 90,000 SPEC .00 .00 TOIL 142,000 FF .00 .00 CDNSV 2.50 97::: >:::T : Pw::::.:-.:.'::::' ..;.`'::::;:<:::::K .. LAND. 52.000:. .:.; : ..:..:::::::::. 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RENTON WA D2.STRP::g $: .....89 St ;>::99 .9$;:;:`:- 97 97 97 INTt P i!At;TY LENDER: 3087 S-T-R: 082305 RL OM TX EX LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID 99 :: :>::::»:::: :::::>: :> :;:;::: ...>;>`.:..>:..::;:� :.:.;.... :.. ' :. .. 4(3 IMPS SP TOIL 145,000 FF .00 .00 98 T 2100 LAND 52,000 0 .00 .00 GEN 1 ,910.34 1,910.34 97 T 2100 LAND 52,000 0 .00 .00 GEN 1 ,843.70 1 ,843.70 IMPS 80900 SPEC .00 .00 T D C.L:.:>:::>::::::>::::>::::>:::::<::::'.�80::,PiXrAM, 6 0 14 t ::: :::>::>::::;:::::::;:::::: . 25 1.25 POM> . • . ATg04.3 •' REAL .:PROPr•RIy CUSTOMER ....... . PAGE, . _,40..;.: > ::; 48: Nit I040 . 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D $ 25 1 25 LEGAL DESCRIPTION LOT 3 BLOCK 3 RENTON SUNSET HEIGHTS ADD LESS C & M RGTS 723130-0090-01 ACTIVE CHEUNG KIN.SUEN4$IU MUI 019999 RECEIPT NO : 972325 : 789176 7568/8 826002 ' 2421 KAMBER RD PAYMENT DATE: 04/30/98 10/30/97 04/29/97 10/30/96 CUSTOMER NO. BELLEVUE WA 98005 PAYMT AMOUNT: 918. 15 889. 18 889. 18 901.91 DISTRB YEARS: 98 98 97 97 97 97 96 96 ::::»:;::>:.>::>::::>:::::>> >::>::>::>::. :.:»::> .. ::::»:;:;::>:...;;:;.;:::>::>::s>:: :.;:.:;:.;;: .. :.:.;;::..::.:.;;..::::.:. INTR R Y, . E Pik LT ,. .;:.;:...:. : :.. . ;:.;:.;::. ::.;; .::: . .. iMPHI NGE`r.,::; : ? 0i$97 t:,f..iA.41-t -I . 0�30000 �. ;: . 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AND • . .54,000 • 0.: <:, ...::;:. 00 ..:.. ::,::. .. .;;�SQ CgN::.::;;:.: 2,�1 0: ::::>:.>»:»:O >4E)b:89 .IMPS 95,300 _. :;.: TOTL 149 3 :::>F..:> :: :> .: . .. CONSV 1 .25 1 .25 95 T 2100 LAND 54,000 0 .00 .00 GEN 2,061.53 2,061.53 : : . .• :::.;:.:,::;: :MP :00 :.. ,:. ::'.: TdTL 1+49,300 . ':FF :. <alt :'::':<:.: .470 CFI. . LEGAL DESCRIPTION LOT 10 BLOCK 3 RENTON SUNSET HEIGHTS ADD LESS C & M RGTS 723130"Of25-00 :ACTIVE': VUONG BINH KHUONG+TATHA 699999 RECEIPT NO 944547 >:749368 860157 926722 658 BLAINE AVE NE PAYMENT DATE: 04/27/98 10/28/97 04/29/97 10/31/96 CUSTOMER NO. RENTON WA 98056 PAYMT AMOUNT: 997.20 966. 17 966. 18 980.00 DISTRB YEARS: 98 98 97 97 97 97 96 96 CHANGE::»:...O00000::09183.7 ::.. 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Hi-i']::-. ---.:-i: :::]•- aM..-'.::::--. -..-:::-.:-:-.:-:-.,:-.:::-.-:-.----::::::-::.,.-:,-:-:- SPEC 00 00 TOIL 95,000 FF .00 .00 CONSV 1.25 1.25 OVM::i:i'•-;:1•.:••• -:]:;•-•2100.-. 1:Mf.:•• ••M.:-•:-.ME]:.-:: .i:Mai;AtaNi:OiMi•:•:: :•';E:i40:iiii0.00:-M..-::iNini;ggiMci::: •:.:....0: ':-•::;:ii••:;i.::*-.:::•i.:Iiii•ili•:•:•:•]•i•iiii•i•:•:•1:1]..;:::*:::.::::::00..........:::::::::,::::::::::::':::::::::•:::::'::::::::::::::::::::::::::::::.::::::::::::-.:-:::::,,:::::00...,.:.....::::•.:::•.:0....E..N...:]:-::::-:::::•-:::::::.:-:.:::::::•-.1;:l.:.i:::?1:".:.:::if.,:li::::::::7.:,....1::::::::::::::in:::::::1:::::::11.;.:2.:...:.1.1.:.i.::.7.:.:6.:.:. ::::::::::::?''' -, ----]- .. :. .- .:•:.:••••].:•:•]:::::•i:•::•]:•iin.-•::•ii.i....:::ii•i.:•:.:*:.i'ii•ii•] •:::•:.]•ii•ii*?:•i:.•]•;i :::i.:i•::'::::':-T"-.140-...""S"i:•:':•:Iii•i:•?:•ii''''iii.:1:':•g:':••:':•aiii•:1:1:'i•:':::':::':::':::':::',4: 5 .s.f,,E Q.:,:-.::-.:,-.::-.::-.::-.--.::-.::-.:-„-:-.:-.::::::::::::::::::::::::::::::::::-::90.::.:::.::::.:::.:::::::::::::-.::-.::-.::-:.:-:.:-.:-:.::-.::-.::-.:.,..:.::-.::-.::-.::-.::.::.::.::.:::::.:::,;.:.10.0... :-':::':::::Iri:iirMa:: MgMK•-.--:---i-;i::::;::;:::: . • '-•:::::ii-:iiiii::::]giiiii].:.:i.*.iiiiiiiiii0:::::::i:-.••-'.::-. - - .--:.:]Ff--.•:•::•:•::':'• ::];M:'.•::=0:1::i:::•;•49Q.::::.E:mimmi.::mai9c1 W.I.::-...:0:::-..:.-: ,6 -::..,:::..- a•ZMOBREMM17.9T:WiMPMgimiP.4:99q,:::::::,,„:::::: : , ...... CONSV 1.25 1.25 - LEGAL DESCRIPTION LOT 2 BLOCK 6 WINDSOR HILLS ADD CORRECTION PLAT a:i:-:.:::,i--::::.,:-.-'-':::: : ::: :::::::-:,:•::...K. 947670-0125-01 ACTIVE PARMLEY DONALD E 309999 RECEIPT NO : 965540 952793 728789 944223 574 BRONSON WAY NE PAYMENT DATE: 04/30/98 10/22/97 04/21/97 10/21/96 CUSTOMER NO. RENTON WA 98056 PAYMT AMOUNT: 588.78 583.98 583.98 592.33 ..anti4.13 YEARS: 98 98 97 97 97 97 ''''96 JNTRiiTNALTY: CHANGE .-000000 091897 :-.:1REVALUE LENDER: 0000 S-T-R: 082305 RL OM TX EX LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX TAX YR YR ST ST CODE RATE CDE CONST ASSESStD................... VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID 40-, -:-.---T .--- :::210Q :....::::.i.:=:::::-. ;::::WMWAI:;04WWMMME$OQpWNNMgi'nll'MOWEXIRORRIIEgppggffggigS5AAMV* .00 :-.:. .-00 ' • • .' ' - -'''''''' "'•• IMPS•-:---:" W. 'W'W4"00tWgg":' 'W:::'-]':::;:in:QP:gr'''--':M:::':'r::''::.'T:':-iW& '':' :::= AFtg0 -00 -00 - -•- - --- --:::- -...... :: - --:- --,---- -- ------ --- --- TOTL 89,000 FF .00 .00 98 T 2100 H LAND 50,000 0 .00 • ••-:-'-:'-....::-•,::::::::::-:.':''-:;-..-::'-:---' : .-...:-•.,:';-'•::;:;.:;,:l• • - ---..:--::-."-' " ..:-:-,:i:ii.-.•:- , .:. .-' ''',•...: ..... :..., ..,.,.:., .00 G..,„E N:„..,.::. : . 1 ,,172.55 586.28 IMPS a0 00 00 00 TOIL 9,00q 00 ' .00 , ..„.'.....:.:::„.....:.. -.:•:.-:....::::.::::i..:,.......:.::*..:.....:: ..-, , ' 1.. ; .. :..:-- •'::::::::':::::::::::::::::'''''.•• ..'' • ' .•••' '• ::-.:'•••'•'•:*i:i• :?.•]•-•••:•:'.'i*:**i:i:i:i:1** •:*.:*.::i::"•••••••:::::: i:i::: :??:*:ii°:iii::i:n.: intONT•fii•.'•-• ::°ii:-iiii:::-:.':•:::-.::i:it--00 2.50 97 T 2100 • LAND 50,000 0 .00 .00 GEN 1, 166-71 1, 166.71 IMPS 34, 100 SPEC .00 .00 ------ --''''''''''''''.' .'". " •:•:•:-' .: '. 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" „--• , .... ,,,,,,,,,,,,,,,,, .--: „, .,. . --.- ,..- # ...... ......... x#k : 3 f#;E,A'::.L:::; : i :.;:#3.;:. :.;: .;:. :.;:'G.;:.1*:.;:.>:. :;.: .;:.o.!5.;;:: :.;:!!t:>:: :::>:t#::>:::::::::::::::::T::::1i1.. t.!! .1!!! ...... . ... :. ! .. >;s::>: RL OM TX EX LEVY LEVY PAY NEW • DATE FF DRN BENEFIT TOTAL• TAX TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID :.:.:. : : •;.::IM1'? ::::;::>: :>:;::;.::.;:::>'34..:i. >::>:::;;::>'s' ; »>:::;:::>:>::>sr::>::>::>: :: REC' ::>; :::�>:�:�>::>:�>:::: :_ T{fT'1:::>::::: 8 4 100 .>. :...;':' .:;;.::::;:..;':..:.:::..::..:.;.....;:.;:.;:. .;:.;:..;:.;:.;:.;:.;:.;:.;:.;:.;:.;:.;:.;:.;:.;:.;:. . ..F F.> :�:':>: > ; . AIM CONSV 1.25 1 .25 95 T 2100 LAND . 50,000 0 .00 .00 GEN 1, 161.25 1, 161.25 ,%:: i:m.:.: ::.::: : i,.:K :...-.::':::::::]:-. IMPS' . 34 10t3 >;<> < : ;m--,-- . - ..'..-SPED:i::::>::.::'':>:::'?:: CtiO: <.:00 :. :- TOTL 84,10 ::. :.. ...:::::: >: ::::;:.FF:;;::::.:;<>::::: :::::< ::'.: >: ::':'s?0 ...:<>::>:::> ':: '00 LEGAL DESCRIPTION LOT 3 BLOCK 6 WINDSOR HILLS ADD CORRECTION PLAT • 947670n0.1$0-04 ACTIY6:::::::;::::;:i:;.::' MULL:6:R:«:C:IL8ERT Et GEP,E+. 239999 RECEIPT ND : 89:1:99? . ::: : ;9694,32 .. 910173• 478696 KAREN SUE SCOTT MULLER PAYMENT DATE: 04/27/98 10/28/97 04/29/97 10/31/96 CUSTOMER NO. 566 BRONSON WAY NE PAYMT AMOUNT: 588.78 583.28 583.29 591 .63 RENTON WA 98056 DISTRB YEARS: 98 98 97 97 97 97 96 96 INTR/:5ENA LIY; ;..:.;: :;:.>'::'' CHANGE: 056927 Q:1:29$ >` BOAR�E ORDER:> ;.;:. LENDER: 1012 RL OM TX EX LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX TAX YR YR ST ST CODE RATE CDE CONST ASSESSED VALUE CERTIFIED ACRES DST ACRES BENEFIT BILLED PAID • >» : :>: TOT:'....::.:::..;:: ::»:: ::.:.:4 :� ;.;:.::::::; :i4.. .-: :>:;;;:;.>:.:;:s::::;>:<::;::; ;_::::FE;:::::.. >::::>::::::::.. . .' 98 T 2100 H LAND 50,000 0 .00 .00 GEN 1, 106.68 586.28 IMPS 34,000 SPEC .00 .00 00 97 T 2100 LAND 50,000 0 .00 .00 GEN 1 , 165.32 1 , 165.32 IMPS 34,000 SPEC .00 .00 TOTL 84,000 FF .00 .00 F 96 T 2100 LAND 60,000 t� • >> .:: ..:;0#? EX� :G6�t . : <. f.;:48�::::fJ1:. ':'':.::.'1.:i '#&�«�1: IMPS 34,000 SPEC .00 .00 TOTL 84,000 FF .00 .00 CONSV 1.25 1.25 95 T ::2100 :::... LAND :: <:`�S ;(30E'3:::.`::.::':':>:';..>' ;: :::::�:>�>: :>: •:::: 13'; :>:::::>::>:>:>>:>:::>:::> ::::>:::::::::::::>::;1..:.:>jiBN:::;:»:>:E < :�:l::;g=8 :> : '1 :....: :$::: IMPS:. 3 "` PEC• TOTL 84,000 FF .00 .00 CONSV 1.25 1.25 40401ES04f#>T.I1QN: ;::>::>::;::::>:>::<>:::»::::;:;::tor 4 b BLOCK 6 w/Nibs00114$.:<.:APPOPORRiq'cTTOO:?:P.LAr PPRI:»sIr:Xq91A-11:::>: T::::Y4:T>:::� GOR OF 4 TO PT 4 FT E OF NW CO '» P ;: ;.;Et �;::A:.;L. % #� .R.[f,.P E R 't::.Y' C U..S �`:;O..M � tt:.::::.:'I;:N,Q.:Ll..T:;:t� '� ...: � �:.:: �.. ;.:::.:?�!�'+F:.;:.;:.;:.;:.;:.::;�'�;;;:.:::.;:;.;:.;:.::.::.::.::.::.::.:: d35, MC I04C7 947670-0131-03 ACTIVE JOHNSON RAYMOND G & MAXINE 553378 RECEIPT NO 18044 23798 1958 423818 570 BRONSON WAY NE PAYMENT DATE: 03/04/98 10/14/97 04/18/97 10/16/96 ' T0.11gA> <'::;::::: ::::„......::»:.....:':'....>:::'.>:'.::..... :' EN1ON. WA 98055 RA�EM : AMOUNT >::>:: 5 :i'.: 4: >::>::::. :'.549::57 �4 :::5 ::::>:> 5?5 >1' >:: i::::>:: :"-::::--:>:>:: -; ,,, >>>.::: :,:, :- :�;;:�;:;:�:�;:<•;:<:•; ; ; ;;;:::�; .:.;.:;::. ;: ... L;<i': 'f1zB: Y1rAEt :; :::::.:;;;;;;:;:>g$:::x38::>:::> :; :>::>5i7 97:>::>:>:�:::>::>:::::::97:=:> .7:': :> ::>:�:>:::::9. :::::96::::>::<::>:�> CHANGE: 000000 091897 REVALUE LENDER: 0000 S-T-R: 082305 RL OM TX EX .LEVY LEVY PAY NEW DATE FF DRN BENEFIT TOTAL TAX TAX . !t#: ' :;ST ST COTE RATE C€ E.:CDNS7 ASSESSED VALUE GERT.IP:YET3..;AC#DES::057:::...:::::::.::ftCRE :...:.::::: cENE . 1'.::::::::::.:..: .......- BILLED'.::::::... 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FR.. :>:::>::>.:[: > :» «r4 .00 CONSV 5.00 2.50 97 T 2100 LAND 50,000 0 .00 .00 GEN 1,298.50 1 ,2R8.50 .00 1. .,.:. 96 T 2100 LAND 50,000 0 .00 .00 GEN 1,317.10 1,317. 10 IMPS 43,600 SPEC .00 .00 1 O t1 ' :.`::: 49''600: .. ::::.»::>:>:: :>>:::....::::':::::>::: ::>::>: ::>:::<:::>::::>::":>::::>: ::><3:;:»::>:::;:>:':;:>.>.?:::?::::>::::::;>::::>::::'>:': :;r::::>::>:::>:::.;:::>:: >::: :00::::>::: >�:::::::::z:00 95 T 2100 LAND 50,000 O 00 00 GEN 1,292.42 1,292.42 IMPS 43,600 SPEC .00 .00 TOTL 93,600 FF• .00 .00 ; : • ` :i >: Nxi-:,:,,:,-.,..--:--:---:- .:- ' rOT 4-5€gIAETESCR� C .. .: :". EDCF 6 ::': WTND OR Htt_LSE ,AciO t7R£:Ru"� �fAT: mR .w-J-. ..EtT�E�...E� SE COR OF 4 TO PT 4 FT E OF NW COR OF 5 rSY ice N NOTICE OF APPLICATION A Master Application has been filed and accepted with The following briefly describes the application andthe Services Division the necessary PublicApprovai of the City of Renton. on PROJECT NUMBER/NAME: All Short Plal'L.IM •'S'I]51 S IA P t—14 PROJECT DESCRIPTION: The applicant,Bane Design,Inc..Is proposing a two lot short plat subdivision of a 0.31 acre site.Both Lot 1 and Lot 2 will be 0.18 acre in size.Access will be provided by a 20 loot ingress,egress,and utilities easement off of NE 8th Coed. PROJECT LOCATION: 2211 NE 8th Court PUBUC APPROVALS: Mministragve Short Plat Comments of the above apWicallon must be submitted In writing to Ms.Lesley Nishihira,Project Manager,Development Services DNlsion,1055 South Grady Way.Renton,WA 98055,by 5:00 PM on December 18,1998. If you have questions chord thin proposal,or wish to be made a party of record and receive additional notification by mail,contact Ms.NlslNka at(425)430-7270.Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. 'PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I DATE OF MPUCATION: December 1,1998 NOTICE OF COMPLETE APPUCATION: December 3,1998 DATE OF NOTICE OF APPLICATION: December 4,1998 .-. . `r.. iY e` tii. 6 ' + t 111Y-g�ir!.�� 1 S Ijt 'S6.' arrr `4Q$flA l t / y �..hw 1{4� • t. aGa .:.f F uy r{J,n .1 \ 'A 81, 4/04 u.. ems.-7 NOoPP.DOC CERTIFICATION • N h�-7 k j i 5'ii I, t t , hereby certify that ?2 copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on Fvi6taxi D %Cc 'i web. °1 "� 1 q w`3 , Signed: 2( 4 r' -f 2✓ me a Norta Public ATTEST: Subcnbed and sworn beforery ,in and fora State of Washington residing in K i,I I;f-A-v"- , on the y 1 day of IQy, ACi,(2. . ------7Y1 te-A-ty-_ ,,,<-----1--7-v\--t././...,--0 . MARILYN KAMCHEFF COMMISSION EXPIRES 6/29/99 - CITY OF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator December 3, 1998 Ali Vafaeezadeh Bana Design, Inc. PO Box 8178 Kirkland, WA 98034 SUBJECT: Ali Short Plat LUA98-175,SHPL-A Dear Mr. Vafaeezadeh: The Development Planning Section of the City of Renton has determined that the subject application is complete according to submittal requirements and, therefore, is accepted for review. You will be notified if any additional information is required to continue processing your application. Please contact me, at (425) 430-7270, if you have any questions. Sincerely, &./viA/ 7)77-‘2) Lesley Nishihira Project Manager • ALLI'I L I K.UUL 1055 South Grady Way-Renton,Washington 98055 Tl.in......n...n..ln.nn C(10/.nn..nlnA mnlnnnl 7110/_nncf nnnc .nu• CITY OF RENTON DEVELOPMENT SERVICES DIVISION • LAND USE PERMIT MASTER APPLICATION PROPERTY 'OWNER(S) PROJECT INFORMATION Note:!!If theta is more than.one legal owner, ptease'attach an additional • notarilailViiitarApplication for each owner. PROJECT OR DEVELOPMENT NAME: NAME: 8A14M' OESI Coll) TMC • ALI UA ez-AOH PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: p D n Ox CITY: /RK LAM ZIP: I g 03q KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): 7Z3130 - 0015.- o ', TELEPHONE NUMBER: !�l 2' — 8 ZO 7 5 j q EXISTING LAND USE(S): p S•F• R. APPLICANT (if other than owner) r � PROPOSED LAND USES: �\ NAME: 1/ �60.:f COMPANY (if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIif applicable): i$ CITY: ZIP: EXISTING ZONING: e • C 10,9 TELEPHONE NUMBER: PROPOSED ZONING (if applicable): CONTACT 'PERSON'A4 G^ SITE AREA (SQ. FT. OR ACREAGE): 13, 51 S•F v NAME: -F46eZ/10E� COMPANY (if applicable): PROJECT VALUE: ' 5� O DO . --- ADDRESS: P O• /1 IJ OY el Z,e IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? v it) CITY: X(I I� lQ I/ �1\ ZIP: q 80 3�' 0 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY j r SENSITIVE AREA? TELEPHONE NUMBER: y2,� )I, zD 7 1 v LEGAL:DESCtiirTION OF PROPERTY (Attach separate sheet if necessary) 1-or S, 6Lo6f< 3 i<Ls(ToN sugs&I 14I �1-1T5, ACco& Dit c 7-o • lie PLAT- TFt col GoRC) ) IN VOL., 5 Co o l= P1-/}�5 PACE (o , (I4 KING COc'M 1 ' f 1.0/4-s({-i Lc,To . • • "..'''!:::::'.1.-i:Mg;IIiMiniNNEMMNINOMPTYPE OF APPLICATION & FEES Check all application types that apply--City staff will determine fees. • ANNEXATION $ SUBDIVISION: _ COMP. PLAN AMENDMENT $ _ REZONE $ LOT LINE ADJUSTMENT $ _ SPECIAL PERMIT $ _ SHORT PLAT $ _ TEMPORARY PERMIT $ _TENTATIVE PLAT $ CONDITIONAL USE PERMIT $ _ PRELIMINARY PLAT $ _ SITE PLAN APPROVAL $ _ FINAL PLAT $ _ GRADE & FILL PERMIT $ (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ VARIANCE $ (FROM SECTION: ) _ PRELIMINARY WAIVER $ FINAL _ WETLAND PERMIT $ ROUTINE VEGETATION MOBILE HOME PARKS: $ MANAGEMENT PERMIT BINDING SITE PLAN $ SHORELINE REVIEWS: SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE $ VARIANCE $ EXEMPTION $No Charge _ ENVIRONMENTAL REVIEW $ REVISION $ AFFIDAVIT OF OWNERSHIP: I, (Print Name) 41/ k9fI 6 t9G t. declare that I am (please check one) the owner of the property involved in this fin lQar �p/lion,_the authorized representative contained r ization), and at he foregoing and the i act information herewith submitted are in(please attach proof of all respects true and correct rto the best ofhmylknowledge e $.bF'el 0 .. � ��wirs herein /l 1 I V/].0/Leg zit toe ATTEST: Subscribed and sworn tobefo{e me,tfNotaY�Public,in end f (/ rl �7 /1 Vt2'/, for the State of ,residing et: —"4'— (Name of Owner/Representative) KE=/vr , on tha day efu, •�c, (Signature of Owner/Representative) "17;�,0 Q 017r 'I ;:,; ,` 'S; ignature of Notary Public) (This section to be completed by City Staff.) City File Number: -( A 1 1 '` A AAD B$P CAP-S CAP-U CPA CU-A CU-H ECF LLA MHP FPUD FP PP R RVMP SA-A SA-H SiHPL)A SHPL-H SP SM SME TP V-A V-B V-H W TOTAL FEES: $ to:c" c TOTAL POSTAGE PROVIDED: $ MASTERAP.DOC REVISED 8/97 1111111 CIT1 OF RENTON bIVlSIOI� A1=FiDAVIT OF INS 'ALLATIO• N OF PUBL C INFORMATION' SIGN S} STATE OF WASHINGTON ) COUNTY OF KING ) • hL I (714r//- ' j- , being first duly sworn on oath, deposes and says: 1. On the 7-14 day of , O , 19 '' , I installed i public • information sign(s) and plastic flyer box on the property located at Z Z i t N • C,71 c-7• for the following project: >4� t 5H-021- 1�Lk Project name Owner Name • 2. I have attached a copy of the neighborhood detail map marked with an "X" to indicate the location of the installed sign. 3. This/these public information sign(s) was/were constructed and installed in locations in conformance with the requirements of Rentoi Municipal Sections 9-12-8 G and 9-12-9-I 2a. Installer Sig ature SUBSCRIBED AN,�. lla/p rNrtob,efore me this 1 day of Dc�Eti.6EJZ , 19 `, _. t%i)TA R�r . ,YYI,,v cf� G Ws�►� --•— a libTARY PUBLIC in and for the State of Washington, -p, 'Jy etc T-siding at K 6 ., /,�rF • 2 7 , 2.•••*( \,A�mmission expires on Av(5vst 1-1 i 206Z. PUBSIGNS.DOC •i�F W A11 N;,�‘`\\ CI OPf�ENT �NN�NG REV.9/97 >/►I l i i►1� I OF RENTON • DECO 1 1998 RECEIVED CLTY OE RENTON _ DEVELOPMENT SERVICES DIVISION .................... ........... MAILBOX REQUIREME ITS NOTICE FOR ALL NEW PLATS AND SHORT PLATS • The Post Office wants to be involved in helping you locate your mailboxes before construction begins. Please take a copy of your plat map along with this form to the City of Renton Post Office, 314 Williams Avenue South, for their sign-off. Before we can approve your plat we must have the signed copy in our file. This procedure will save you time and money later if you get approval now. . Propery Location: Owner's Name: Phone#: Project #: • Post Office Approval: Date: City of Renton Planning Department Municipal Building-6th Floor Renton, Washington 98055 Re: Project Narrative for Ali Short Plat To whom it may concern, We are proposing to subdivide a parcel on 2211 NE 6th Court in the Renton Highlands.The current size of the lot is 13,651 square feet and is known as lot 5,block 3 of Renton Sunset Heights Addition. It is King County parcel# 723130-0095.The parcel is bounded on the north by the intersection of NE 6`h Court and Blaine Ave NE.The property has a slope slanting down from the east to the west and currently has no improvements. The property is zoned as R-8. Since the R-8 zone has a minimum lot size of 4,500 square feet,the proposed lots will meet the required development standards of the R-8 zone. The proposed use of the properties is for the development of single family residential homes. The construction will include a shared driveway for both parcels as well as replacement of the current fire hydrant. Water and sewer extensions will also be included with the construction,which will begin upon plan approvals.Thank you for your consideration of this project. QM�NR�N 0 Go�OF 1S9� G° City of Renton Planning Department Municipal Building 6th floor Renton, Washington 98055 Re: Proposed Ali Short Plat Construction Mitigation Plan Proposed construction dates,phasing Construction is proposed for the Winter of 1998 or the Spring of 1999.The exact date of construction is dependent upon the plan approval process,and contractor scheduling. Hours of operation Hours of operation will be in compliance with City of Renton Ordinances. Proposed hauling/transportation routes At this time it is assumed that transportation and hauling will take place along NE 6th Court and Blaine Ave NE. Measures to be implemented to minimize traffic and transportaion impacts,mud noise and other noxious characteristics. Noise impacts from construction will be limited by proper muffling of construction equipment and limiting work hours to those mandated by City Ordinance.Traffic impact will be mitigated by reducing construction traffic to only that which is necessary for completing the project,and utilizing traffic control systems including warning signs at entrances and exits of project Thank you, Cramer Northwest,Inc. Cam,CITY OF RENTONIING DEC011998 RECEIVED • crry or j111. 2 8 ' MEMORANLQl,1 , •,y U U/visio' DPTE: 7 (V9.? TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jim Hanson, Development Services Division Director SUBJECT: New Preliminary Application: 7-10 c5I7cYt ; lle2 LOCATION: 2-2t l AI - (rs- CF A meeting with the applicant has been scheduled for 11f , Thursday, L 13— for one of the 6th floor conference rooms (new city hall).Uf this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11 :00 meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. If you are unable to attend the meeting, please send a representative. Please submit your written comments to j_ej / at least two (2) days before the meeting. Thank you. / DEVELOPMENT PLANNING CITY OF RENTON • AA" DEC 01 1998. RECEIVED 1/3 %8 FIRE F E DEp7 rl'�''RI'pFgl, JUL 2 g 199 MEMORANDUM rJ V& DATE: 7A(f/ 9 TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jim Hanson, Development Services Division Director SUBJECT: New Preliminary Application: 46 LOCATION: 2-7.( (G`A' Ci A meeting with the applicant has been scheduled for /1 "1, Thursday, AU. c,cS t 13 '' for one of the 6th floor conference rooms (new city hall).Uf this meeting is scheduled at 10:00 AM, the MEETING MUST BE CONCLUDED PRIOR TO 11:00 AM to allow time to prepare for the 11 :00 meeting. Please review the attached project plans prior to the scheduled meeting with the applicant. You will not need to do a thorough "permit level" review at this time. Note only major issues that must be resolved prior to formal land use and/or building permit application submittal. If you are unable to attend the meeting, please send a representative. Please submit your written comments to /6 i Zt`LJl2U at least two (2) days before the meeting. Thank you. / C-YU��Y O� + CITY OF RENTON -NTo� FIRE PREVENTION BUREAU MEMORANDUM • DATE: July 31, 1998 TO: Lesley Nishihara, Planner FROM: Jim Gray, Assistant Fire Marshal )1-- SUBJECT: Ali Short Plat, 2211 NE 6th CT. Fire Department Comments: 1. A fire hydrant with 1000 GPM fire flow is required within 300 feet of all new single family structures. If the building square footage exceeds 3600 square feet in area, the minimum fire flow increases to 1500 GPM and requires two hydrants within 300 feet of the structure. 2. A fire mitigation fee of$488.00 is required for all new single family structures. 3. Show access road to lot 2. (._4-1`3 Please feel free to contact me if you have any questions. S`Tc"sA c CITY OF RENTON MEMORANDUM DATE: Aug. 5, 1998 TO: Lesley Nishihia FROM: Arneta Henninger X7298 SUBJECT: ALI SHORT PLAT PREAPPLICATION BLAINE AV NE & NE 6TH CT I have reviewed the preapplication for this 2 lot short plat located in the general vicinity of NE 6th Ct and Blaine Ave NE in Section 8-23-5 and have the following comments: SEWER: • This project is not located in the Aquifer Protection Zone. • There is an existing 8" sanitary sewer main in NE 6th Ct. • There is an 8" sanitary sewer main in Blaine Av NE. • A sanitary sewer main extension will not be required for this project. • The applicant is responsible for securing all necessary, if any, private sanitary sewer easements prior to the recording of the short plat. • System Development Charges of $585 per each new lot are required. The Development Charges are collected as part of the construction permit. WATER: • This site is not located in the Aquifer Protection Zone. • This site is located in the 435 Pressure Zone. • There is a 4" watermain in Blaine Av NE. • There is a 6" watermain in NE 6th Ct. • This project will be required to replace the existing fire hydrant as it has been determined that it does not meet current code. The new fire shall be installed prior to the recording of the short plat. • Any new construction must have a fire hydrant capable of delivering a minimum of 1 ,000 GPM fire and shall be located within 300 feet of the structure. This distance • 'ALI SHORT PLAT PREAPPLICATION Aug. 6, 1998 Page 2 is measured along a travel route. An additional fire hydrant may be required as a part of this project to meet this criteria. Please note that this is in addition to the existing fire hydrant mentioned above that shall be replaced by the applicant. • Water System Development Charges of $850 per each new lot will be required for this project. The Development Charges are collected as part of the construction permit. • DRAINAGE: je • A storm drainage report shall be submitted. A storm drainage content list is attached. • There are storm drainage facilities in Blaine Av NE. • There do not appear to be any storm drainage facilities in NE 6th Ct. • The Surface Water System Development Charges of $385 per each new lot applies to the proposed project. The Development Charges are collected as part of the construction permit. STREET IMPROVEMENTS: • A shared private driveway may be permitted for access up to two lots. The private access easement shall be a minimum of twenty feet in width, with a minimum of a twelve foot paved driveway. • Curbs, gutters, sidewalks and paving are required on the project side of a development if not existing. • Street lighting is not required to be installed for a 2 lot short plat. • The Traffic Mitigation Fee of approximately $750 per each new lot shall be paid prior to recording of plat. GENERAL: • Submit a conceptual utility plan with the formal application. If you have any questions call me at 430-7298. • All required utility, drainage and street improvements will require separate plan submittals prepared according to City of Renton drafting standards by a licensed Civil Engineer. 4 • Permit application must include an itemized cost estimate for these improvements. The fee for review and inspection of these improvement is 5% of the first $100,000 of the estimated construction costs; 4% of anything over $100,000 but less than $200,000, and 3% of anything over $200,000. Half of the fee must be paid upon application for building and construction permits, and the remainder when the permits are issued. There may be additional fees for water service related expenses. See Drafting Standards. ALIPA 1 . U.ti o� CITY OF RENT ON 4- DRAFTING STANDARDS • details. Also include table of wiring Then a separate right of way plan shall be schedule, wiring schematic, table for prepared giving the following plan luminaire schedule,notes and details. information: a) • Easement limits,easement centerline, 14. Traffic control plan is required on all centerline stationing, bearings and projects. distances. 15. On composite utility plan, show overhead and b) Location of the utility within the underground electrical and communication easement. facilities. c) Distance from the utility line to the easement centerline. 16. Plans for structures shall be full dimensional d) Centerline stationing and offset for all and shall show complete construction valves,fittings,meters,hydrants,vaults, elevations and loading diagrams when manholes,blow-off assemblies, bends, applicable. All plans shall provide the outfall structures,utility crossings, necessary detail required for preparation of intersection t ection with street centerlines and bar schedules and bar placement without theproperty necessity of making separate shop or e) Watermains,sanitary sewers and storm placement drawings. Structural steel use shall drain lines shall normally be located 2.5 include such detail that shop drawings can be feet off of the easement centerline. Easements for utilities shall be fifteen prepared without additional design. (15)feet in width or greater if required 17. Each submittal shall include on the first or . by the Utility Director to accommodate second sheet of the Transportation PIans a larger pipe sizes,access needs or other "Summary of Quantities", describing the special requirements. items to be removed, relocated, or.installed, DRAINAGE REPORT CONTENT LIST and their quantities. 4 Easement Criteria: A. Stamped and signed by a Registered Washington P.E. on front page. Complete Utilities and roadway improvements that are to Technical Information Report (TIR) Worksheet that is enclosed. (see attached) be a part of the public system and represent a part of the City's capital improvements shall be Briefly describe the construction involved. constructed in public rights-of-way or easements. B. Fasements granted to the City of Renton for the placement of public utilities shall be in a form C. Describe existing and proposed on-site acceptable to the City. The following information drainage features. shall be provided for all easements: D. Core and Special Requirements: I. Legal description, which shall be certified by a registered Land Surveyor or Professional 1. ShShoow that re n l 2Coe adRequdrirements 1-5 in Engineer if it is a Metes & Bounds or a Centerline based description. 2. Show that all Special requirements rt'. l l" sheet 2 A scaled drawing on 8- Section 1.3 that are applicable to this 8-1/2" by are addressed. showing the casement in a clear legible project manner. E. Usc the BUH/SCS hydrograph method W compute required on-site detention (Using f,. 2,10. and 100 ?A' 1,u- dtsic,;' story., c,.'ei s CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: August 13, 1998 TO: Pre-Application File No. 98-65 FROM: Lesley Nishihira, Assistant Planner, x7270 SUBJECT: Ali Short Plat We have completed a preliminary review of the pre-application for the above-referenced development proposal. The following comments on development and permitting issues are based on the pre-application submittals made to the City of Renton by the applicant. The applicant is cautioned that information contained in this summary may be subject to modification and/or concurrence by official decision makers (e.g., Hearing Examiner, Zoning Administrator, Board of Adjustment, Board of Public Works, and City Council). Review comments may also need to be revised based on site planning and other design changes required by City staff or made by the applicant. The applicant is encouraged to review all applicable sections of the Renton Municipal Code. 1. General: The project site is located southeast of the NE 6th Court and Blaine Avenue NE intersection. The property is addressed as 2211 NE 6th Court. The applicant is proposing a two lot short subdivision of an existing 13,651 square foot lot. 2. Zoning/Development Standards: The project site is zoned Residential at 8 dwelling units per acre (R-8). The subdivision of this property into two lots complies with the required density range for the R-8 zone. See attached density worksheet. The R-8 zone is primarily a single family zone requiring a minimum lot size of 4,500 square feet, a minimum width of 50 feet, and a minimum depth of 65 feet. Building height is restricted to 30 feet or 2 stories for primary structures and lot coverage by buildings is limited to 35% on lots over 5,000 square feet. The required setbacks in the R-8 zone are 20 feet in the front and rear and 5 feet on the sides. The setbacks are measured from the property lines to the nearest point of the structure. The proposed lots appear to meet the required development standards of the R-8 zone. A handout listing the permitted uses and development standards for this zone is included with the attached materials. 3. Access: The pedestrian access easement along the southern boundary of the site can not be used for vehicular or utility access. The easement is on City owned property and is dedicate_ d.only for pedestrian use. Access to Lot 2 will need to be provided by a private access easement across Lot 1. A shared driveway is permitted to serve two lots and is required to be 20 feet wide with 12 feet of paving. This easement can also be used for running utilities to the rear lot. An easement appears to be the most feasible option to serve the rear lot. The creation of a pipestem lot for Lot 2 would prohibit Lot 1 from meeting the minimum lot width required. However, because Lot 2 does not have direct street frontage, the applicant has the option of deciding whether the front yard will be along the north or east side of the lot. The required 20 foot setback for the front and rear yards will be best met by placing the front on the eastern side, allowing a larger building envelope for Lot 2. 4. Application Requirements: Applications for a short plat of four or fewer lots are processed administratively. The application takes approximately 6 to 8 weeks to process assuming no appeals are filed. Required improvements must be constructed or deferred prior to recording of the short plat. Please refer to the attached application package for a list of the submittal requirements. In addition, applicants are required to provide and install a 4' x 8' plywood face notice board. The notice board must be placed on one conspicuous place on or adjacent to the property that is proposed for subdivision. Environmental Review is not required for short plats unless sensitive areas exist on the site. • 5. Mitigation Fees: Fire ($488 per unit), Parks ($530.76) and Traffic ($75 per each new average daily trip) mitigation fees would be triggered for the new lot created, and would be due prior to recording of the short plat. 91rW S JUL 2 8 1998 MEMORANDUM t _;=__OPPA:NT. CANNING • DATE: 7/i/5r TO: Long Range Planning FROM: Jim Hanson, Development Services Division Director SUBJECT: New Preliminary Application: AIL (Skid LOCATION: 2ZI I !V£• l C-+ Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. ) / Ple se submit your written comments to OeS( 44c1/ hiretno later than ( - . Thank you. We will not be able to include comments received after this date in the presentation/summary we prepare for the applicant. City of Ren on DENSITY WORKSHEET 1. Gross area property: 1. e (/r1)6/E square feet 2. Certain areas are excluded from the calculation. These include public roadways and sensitive areas*. Total excluded area: 2. square feet • 3. Subtract line 2 from line I for net area (or total of lot areas): 3. J�j (j2 3 J .')h'square feet 4. Divide line 3 by 43,560 for net acreage: 4. ' 3 ) acres 5. Number of dwelling units (d.u.) planned: 5. v1 units 6. Divide line 5 by line 4 for net density: 6. c'199 d.u./acre lots would result in a net density of 1/.45 dwelling units per acre. * Sensitive areas are defined as "areas not suitable for development which are included within the City's greenbelt, geologically hazardous, wetlands, or flood plain regulations." (City Code Section 4-31-2: Definitions DENSITY.DOC **************************************************************** City of Renton WA Reprinted: 12/01/98 10 : 54 Receipt **************************************************************** Receipt Number: R9807003 Amount : 1, 015 . 68 12/01/98 10 : 54 Payment Method: CHECK Notation: 1354- BANA Init : CRP Project # : LUA98-175 Type: LUA Land Use Actions Location: 2211 NE 6TH CT Total Fees : 1, 015 . 68 This Payment 1, 015 . 68 Total ALL Pmts : 1, 015 . 68 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81 . 00 . 0004 Binding Site/Short Plat 1, 000 . 00 000 . 05 . 519 . 90 .42 . 1 Postage 15 . 68 SURFACE WATER RUNOFF POLICY ASSESSMENT FOR ALI'S 2 LOT SHORT PLAT Section 8, Township23 North Range 5 East, WillametteXtridian, City of Renton —_"ELOPMENT PL,A ;ING King County N OF RENTON DEC U 1 1998 RECEIVED September 7, 1998 1.0 General Project Information The proposed project lies in a portion of the South East quarter of Section 8, township 23 North, Range 5 East, of the Willamette Meridian in the City of Renton, County of King, Washington. More specifically, the project is located at the southeast corner of Northeast 6th Court and Blaine Avenue Northeast within Renton Sunset Heights Plat. The proposed project is to subdivide an existing undeveloped lot into two. The undeveloped lot is this area, including the project site, is vegetated with scattered deciduous trees with undergrowth consisting of many forms of grass and shrubs. The topography feature of this property is rolling and slopes from the southeast to the northwest direction with an average slope of 17%. The onsite soil within the project is classified as Alderwood Gravely Sandy Loam per King County Soil Survey Map. 2.0 Assessment of Core and Special Request The following are responses to each of the core and special requirements which may apply to this project. 2.1 Core Requirement No.1 - Drainage at Natural Location The discharge from a proposed project site must occur at the natural location. The drainage produced from this proposed site will discharge at it's natural location. The proposed development will not alter the existing drainage course or divert storm water onto or away from the adjacent downstream. The proposed building structure shall have down spouts collecting all roof top runoff and tight line to a proposed infiltration and sheetflow disposal trench. The runoff from the remaining portion of the property will continue to sheetflow in the same manner similar to the existing pre-development condition. 2.2 Core Requirement No.2 - Off Site Analysis All proposed projects must identify the upstream tributary drainage area and perform a downstream analysis. Levels of analysis required depend on the problems identified or predicted. As illustrated on the attached Downstream/Upstream Drainage Map, as well as the attached Large Scale Topographic Map, the project site does not receive any storm runoff from upstream tributary areas. The site is bordered to the east by an existing residential house which drains to a Storm Drainage tight line system along Northeast 6th Court. Adjacent properties to the south and west has the same topography generally sloping to the southwest and away from the project. Existing storm drainage system adjacent to the property consists of a 8"to 12" diameter tight line system along Blaine Avenue Northeast and Northeast 6th Court which drains south and westerly to the intersection of Northeast 6th Court and Blaine Court Northeast. From there, storm runoff drains southerly and connects to an existing 18" CMP storm line draining towards Sunset Blvd. Northeast. Due to topography, storm runoff from the project is not tributary to the storm drain line along Northeast 6th Court. At the end of Bronson Place Northeast which is located approximately at the ridge of a sub-basin, an existing CB with 6" cone pipe is connected to an existing storm drainage ditch running east to west along at the south site of project. This ditch is approximately 1' to 2' wide with established vegetation and an average slope of 15%. Approximately 450' from the southeast corner of the site, this ditch discharges runoff to a CB located at the end of Blaine Court Northeast which combines the runoff from the above two described sub-basins. From this point, an 18" CMP pipe conveys the runoff for approximately 170' prior to discharging to the storm drainage system along Sunset Blvd. Northeast. Due to the minimal size of the project compared to the sub-basin area, the downstream area for this project appears to have no major drainage related problems. I do not anticipate any major adverse impact to the existing downstream conveyance due to development of this project. 2.3 Core Requirement No.3 - Runoff Control Proposed projects must provide runoff controls to limit the developed conditions peak rates of runoff to the pre-developed peak rates for specific designed storm events based on the proposed project site existing runoff conditions, and install biofiltration measures. Within the Appendix of this report, are calculations using SBUH methodology to show that the proposed project site post-developed peak runoff rate for the 100- year/24hr duration designed storm event is calculated to be less than 0.5cfs more than the pre-developed peak runoff rate for the same storm conditions. There will be negligible peak runoff rate increase. Consequently, retention/detention of storm water is not required. 2.4 Core Requirement No.4 - Conveyance System All conveyance systems for the proposed projects must be analyzed, designed, and constructed for existing tributary off-site runoff and developed on-site runoff from the proposed project. All of the runoff produced from the propsed building roof will be tight lined into a infiltration/dispersion trench. Attached with Appendix is a Typical Trench Details as illustrated in Chapter 4 of the King County Surface Water Design Manual. 2.5 Core Requirement No. 5- Erosion/Sedimentation Control Plan All engineering plans for proposed projects that proposed to construct new, or modify existing drainage facilities, must include a plan to install measure to control erosion and sedimentation during construction and to permanently stabilize soils exposed during construction. A grading and temporary erosion and sedimentation control plan should be designed to protect the properties to the west of the project. Temporary filter fabric fence and interceptor ditch along west property line is recommended to minimize the potential of sediment disposition to down stream property. The temporary control measure should be adjusted based on the timing of project construction. 2.6 Core Requirement No.6 - Maintenance and Operation Maintenance of all drainage facilities constructed or modified by a proposed project is the responsibility of the property owner(see maintenance requirements for privately maintained drainage facilities in Appendix). Since detention/retention is not proposed for this project, a formal maintenance and operation plan is not applicable. 2.7 Core Requirement No.7 - Bonds and Liability All drainage facilities for proposed projects (except drainage stub out connections, downspout roof drainage, and infiltration systems and downspout dispersion systems for single-family residential lots) must be constructed in conformance with the bond liability requirement of King county Code 9.0-4.100. Bond and Liability shall be per City of Renton requirements. 2.8 Special Requirements Proposed project does not meet any of the 12 special requirement thresholds. Consequently, no mitigation or restriction shall apply to this project in accordance with Section 1.3 of King County Surface Design Manual. 3.0 Sensitive Areas Ordinance Research of the King County Sensitive Areas Map Folio, in combination with our site reconnaissance, reveals that the project site does not lie within any sensitive areas. Within the Appendix of this report are copies of excerpts from the map folio, identifying the location of the project site and it's proximity to the nearest sensitive areas. 3.1 Streams and 100-Year Flood Plains No 100-year flood plain exists within one mile of project. 3.2 Wetlands No map wetlands has been identified within 1.8 miles of the project. 3.3 Erosion Hazard Areas Project does not lie within mapped erosion hazard areas. 3.4 Landslide Areas Project does not lie within any mapped landslide areas. 3.5 Coal Mine Hazard Areas Project does not lie within any coal mine hazard areas. 3.6 Seismic Hazard Areas No existing seismic hazard area has been identified within 2.0 miles of project. r " ' �r` IA • p%,,,,,, 1k o•�� 9i 8 lg s L :_-:xc!RES 6--1 1- 0 0 1 C 4 n +^. ,.,,,'i't ST ,' Si 1 . ._ir _ .....2,4 -.. ....1 5r ..,M:,_ ., \1_ . . _ I, ....,4.:‘,',..i.',,*.''':.11...' 7,!...-1 :CREEK ,--- a 9IST I ,i 700 ' .!I ------1 ST I r i' ;11,, ''-• 31ST. ...._ P" ' r.:1Z,, „.,. .- PARK Ca°'-''*. _____ _._.._____,,,,,..., ._ vl - 1...• V i lelt risT N I : . 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'''',1..4.4, 4.4 zi, •••-,', •12''",'...,,,P4Rx,:t/f171,,,t.f.,si l'''f''4',.,,'': ; ,C',C 10 r"' iloo PUGET,1.5.,•-• 01,.. .0...,,,..,%""I .;,,".. ,... .,r.r I ...IT' ' .',A VI'4 g •,-`s t•Ii re!,..:154iN "'i 7•!!" rn 1St SIS1 . E pi 2350 ne St ISNT, 71.Fr .y_SLI„iST S 23RO 'X ii.159114 Pl I,. ws ,,,news 'MID , s.,:..?- i, 1,,,I .".,,:.,E..7 '6,-,,,,,,„ sr „Lir zy, ill"ST 161)rii ;;td$(I5,:1 ,,, 15.IN T i ru.0 4..% I L2.1 1..„- e I... .s.V.,,,,S 1 ............._..... , '• ..1 62NCIl5,1_., .1. 3 ! 'ZISTt1 .., an., .,•a., . , ., ..t al ',a, ,16m„..Z.•-,l- cail'CA/1.‘.WEAff--.14;1640 5,11;;;;-',41,:rr pr ,J---i.7',:t.sr , ...' if ,,, 1' i ,.c > , - .... li„'' -t-' 5\''',•/4- ' SE I S 27TH ST . ,„I,,,„,,,i L.,11,:f41" ::: :.:1,,,, r '''' Sr 164,1,11 !''''.S11 !! ri;'"; 747,,,,14?",l(:'..gli''..1 ;•ri:.11:;'''',1' '''.1'':',‘:1.11:::;(6:::.,:;.6.,;:':./.1 3 '...if. !.....1. t •311 c 28Th--5-'1! '!?,.. 'A „... SE ISII. '';j'..I._11,...,I ..' ,''.1".,SI, 14-'',,Jr.j.0 SE 164 EH si. ,,,.!.; '' ',14a;!;..I• L.,7.,;!...•7,'• I _'zli 29T11_ST .;,4,_,,,, ,,,-0 iii..PL 0 ,,,51: i SF.157,1i,1 I i Eiii4ri i t 1•.i., f,r, .1 1 .I..% 1 I " 81,", - 4' A 4''' APPENDIX 5 -To//79 err/� C<- 5 t- P un OFF Cal Cu lcir'0/2s PrQ- de v- C of? 0/,-7/(70 : 0. 32 Ac . C = -g 1 wood ,t F esz" R 2 -o /11 Qz = 0.03 cFs Pio = A• q QIo = 0.07 cFs 800 3. 9 0. 12 eF.5 Post- Deli_ Co, 01:74i'o,7 : 0 . 32 C. p = 0. 16 Cn/= $ 6' 2and .Sccoe -TMP Q. ) 6 C Ai, 9 8 -Tin 7 rr Vi'o f 92 - D . o cFs ` io r 0. 15 GFs Q10o : 0. 22 CPS Sin Ce ?/) C re-a-5 e pf" g ur) oj'f is Less O. S CFS, A/O Oe Teollorl 1 5 12e ry,'v ed .. KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL Infiltration facilities must be designed based on infiltration testing and ,. ,ails report prepared by a professional civil engineer with expertise in soil engineering. To maintain outflow rates of the infiltration tanks and ponds, all inflow must be pretreated for sediment removal (see Section 5.4). An emergency overflow path must be identified for infiltration facilities and noted on the engineering plan. This overflow path must be analyzed to meet the requirements of Core Requirements #1 (see Section 1.2.1) and #2 (see Section 1.2.2) for the 100-year, 24-hour duration design storm, except Downspout Infiltration Systems (see Section 4.5.1). Infiltration facilities may be especially useful in the following circumstances, provided the proper soil conditions are present and all requirements can be met. (1) The proposed project discharges to a closed depression. (2) The proposed project discharges to a severely undersized conveyance system that restricts the runoff volume that can be accommodated. (3) The proposed project is in a Critical Drainage Area requiring runoff volume control. Exemptions From On-Site Peak Rate Runoff Control On-site peak rate runoff control will not be required for a proposed project in the following situations. Neolioible Peak Runoff Rate Increase': (1) The proposed project site post-developed peak runoff rate for the 100-year, 24-hour duration design storm event is calculated for each discharge location° to be less than 0.5 cfs more than the peak runoff rate for the existing site conditions; OR, (2) The project proposes to construct 5,000 square feet, or less, of new impervious surface. Direct Discharoe: The proposed project will discharge surface and stormwater runoff without on- site peak rate runoff control directly to: A Regional Facility. Direct discharge of surface and stormwater runoff to a regional facility will be allowed if: o the facility has been demonstrated to adequately control the proposed project's increased peak rate of runoff by an adopted King County basin plan or by a detailed drainage analysis approved by the SWM Division; AND o the facility will be available by the time of construction of the project; AND o the conveyance system to the regional facility can accommodate, with no significant adverse impact to the drainage systems, the design peak runoff for the proposed project site and the equivalent area° developed to the full zoning potential. ' Proposed projects in adopted critical drainage areas, basin plans and community plans requiring peak runoff rate or runoff volume controls more strict than standard controls shall not qualify for this exemption. ' A threshold discharge area is an on-site area which drains to a single natural discharge location or multiple natural discharge locations that combine within 1/4-mile downstream. ' The equivalent area is the area tributary,to the receiving water body equal to or less than the shortest, straight line distance from the discharge point from the receiving water body (or regional facility) to the furthermost point of the proposed development. IS� 1.2.3-5 11/94 9/7/98 3 :25 : 21 pm _ page 1 ALI ' S SHORT PLAT STORM DRAINAE CALCULATION BASIN SUMMARY BASIN ID: POST10 NAME : 10YR/24HR POST-DEV. SBUH METHODOLOGY TOTAL AREA • 0 . 32 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 2 . 90 inches AREA. . : 0 . 16 Acres 0 . 16 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC 6 .30 min 6 . 30 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 . 15 cfs VOL: 0 . 06 Ac-ft TIME : 480 min BASIN ID: POST100 NAME: 100YR/24HR POST-DEV. SBUH METHODOLOGY TOTAL AREA • 0 . 32 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 3 . 90 inches AREA. . : 0 . 16 Acres 0 . 16 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 98 . 00 TC 6 .30 min 6 . 30 min ABSTRACTION COEFF: 0 . 20 PEAK RATE: 0 .22 cfs VOL: 0 . 08 Ac-ft TIME : 480 min BASIN ID: POST2 NAME : 2YR/24HR POST-DEV. SBUH METHODOLOGY TOTAL AREA • 0 .32 Acres BASEFLOWS : 0 .00 cfs RAINFALL TYPE • TYPE1A PERV IMP PRECIPITATION • 2 . 00 inches AREA. . : 0 . 16 Acres 0 . 16 Acres TIME INTERVAL 10 . 00 min CN • 86 .00 98 . 00 TC 6 .30 min 6 . 30 min ABSTRACTION COEFF: 0 .20 PEAK RATE : 0 . 09 cfs VOL: 0 . 03 Ac-ft TIME : 480 min BASIN ID: PRE10 NAME: 10YR/24HR PRE-DEV.RUNOFF SBUH METHODOLOGY TOTAL AREA • 0 . 32 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 2 . 90 inches AREA. . : 0 .32 Acres 0 . 00 Acres TIME INTERVAL 10 . 00 min CN • 81 . 00 0 . 00 TC • 16 .78 min 0 . 00 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 150 . 00 ns : 0 .4000 p2yr: 2 . 00 s :0 .1500 PEAK RATE : 0 . 07 cfs VOL: 0 . 03 Ac-ft TIME: 480 min 9/7/98 3 :25 :21 pm page 2 ALI ' S SHORT PLAT STORM DRAINAE CALCULATION BASIN SUMMARY BASIN ID: PRE100 NAME : 100YR/24HR PRE-DEV.RUNOFF SBUH METHODOLOGY TOTAL AREA • 0 .32 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 3 . 90 inches AREA. . : 0 .32 Acres 0 . 00 Acres TIME INTERVAL 10 . 00 min CN • 81 . 00 0 . 00 TC • 16 . 78 min 0 . 00 min ABSTRACTION COEFF: 0 .20 TcReach - Sheet L: 150 . 00 ns : 0 .4000 p2yr: 2 . 00 s : 0 . 1500 PEAK RATE : 0 . 12 cfs VOL: 0 . 05 Ac-ft TIME : 480 min BASIN ID: PRE2 NAME : 2YR/24HR PRE-DEV.RUNOFF SBUH METHODOLOGY TOTAL AREA • 0 .32 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE TYPE1A PERV IMP PRECIPITATION • 2 . 00 inches AREA. . : 0 . 32 Acres 0 . 00 Acres TIME INTERVAL • 10 . 00 min CN • 81 . 00 0 . 00 TC • 16 . 78 min 0 . 00 min ABSTRACTION COEFF: 0 . 20 TcReach - Sheet L: 150 . 00 ns : 0 .4000 p2yr: 2 . 00 s : 0 .1500 PEAK RATE: 0 . 03 cfs VOL: 0 . 02 Ac-ft TIME : 490 min KING COUNTY, WAS HINGTON, SURFACE WAT DESIGN MANUAL FIGURE 3.5.1C 2-YEAR 24-HOUR ISOPLUVIALS ',,-.----- : ..7::,...it-haidr - --- ,.al ; ,, g ri ik, ,:,... 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P.V WIFP i, r- • - it N `i�/�VA!UUII � 2-YEAR 24-HOUR PRECIPITATION 4 ' �S` � 11 ( -., �" ISOPLUVIALS OF 2-YEAR 24-HOUR �% �'��'�� 35 ,,3.4 I,��_w �� TOTAL PRECIPITATION IN INCHES ev. � �r r o 1 2 3 4 S 6 7 8 Mikes • �� N - y"� 1:300,000 3.5.1-8 N �tr- 1/90 KING COUNTY, W AS HINGTON, SURFACE W ATEI ESIGN MANUAL FIGURE 3.5.1E 10-YEAR 24-HOUR ISOPLUVIALS 22 \, ItitiMIMO itily :-- % - -ab_ ok 23 1, 041110 pfr. - I ow \ Ilikil 7 ANT- :-.. . , 24 ..,...._._.,1 '7./ pv A - . _ . A , ,erl tr.% tll ` _._\2.1 ----- . 41-Fay zt.,,I-L 4.-ii it•- wi,3, 1 r y . =„,_ -- -d - ; _ A - -"priesladd lap lkillit .1 6.-- R - ��+i 13 -a Foto ;N:' I *Tor u .1 --k , _." -. e j c...- �. - 4 �'1 , 3.0 • ...___ . .,., 4 1, i .. - -r,=--..itsvalgiow----\ ..q,.��1111. 0 rra /41111LIMIkla Mr �� 4, . . .= st I • 1w�� twoko -- ,-- , ,�/tj i al il ,..44 ivy .' '- 11111*L. A. , 4Mk.;Ii041111‘141141fhakA ."'''' z %Irv* 6.(.- 41ed PM- ipeorAtikm. . 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A!. , PRECIPITATION �'.�r ►'�!-��'""`, . .� 4 0-YEARP11111 24-HOURw��MANE - _ 3.4�' ISOPLUVIALS OF 10-YEAR 24-HOUR 141 • - l' `i��IIrrir it TOTAL PRECIPITATION IN INCHES nj� ,` art - nj• 0 1 2 3 4 S 6 7 E Mlles L . 3.5.1-10 335 1/90 40 1:300,000 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL FIGURE 3.5.1H 100-YEAR 24-HOUR ISOPLUVIALS r • 3..,,4„_I034„,j.ia6.0. i.-;—--.....,-m„a.ogoElltr_.rliaza. 2 � rlgT" •�'ter �,- i.1i' ir-t. -. _ 11 �� 3 \, ._. . .'4"1,,:,, . 4._I._ ,, 3Ariziti V _an, - liri: -.I go lit-,-‘,4 1 iv, 4.r • -gattiiiii".„, r „. , v 4 i `-' k.41.. - L, Aitc. .. _.•IN. , atify TA,... 4 i . '' • .. 41 ../N. imetiarcwiew,......:-....Vrit: fil ' 144 It*NA-110/00-4%! 41.giorztritc... .. v ' ::1'10ifirly \, - Titil **,0111, --i-,-Iv4720.. v Is \ ,.,A. , ,,, lig Alta' . Li, . ,,,„,,- A.. 0.44: ., b kt\, 1 i (Iry *1114, Aal . 1. 11. 1):Evil. 10koli ---./ st \ II w .\ ' ` rii..- ice. l . '~ -. eta \, �. i owik �. �� \ % It ' Inglilk.411411011midik- COM- '!'----, 1111% Isow i ,51. i lifilMititApojcleek. lkilik i AO :;-. V 44ir Atgroi a_ 8 ., i z , . row 'A ;-.---' ' 4 12:741t. . ' 594 Qr_. . .i...,411&. ‘, _,'\ti • ---;:-../-___ 'Ilik - . t Pip MI- 4-kgi$t. 4 _ o ,/ ...., \ lin _ Aimb . ._tin ,.. ._N _.i-tit um 10,......: : Ill, IPtr:4-, ':,,ii mi: NM � �� ~ram �\ w ��\ • r4,0 1111/ IWINL ,M a -•( f ION I 1 1111: 111111beillr. ii ifia... 11111..pwymNo ,,, to Iv ..r.s:____._. . _ • was. icw.Tom. •-s,,irra&A‘ / Ab,..ri - . -7,7-- romp Anakwaiweila dai 5 .,411P .: c,- i --- _ . • rip,,it Info*,VppopilL. .1 , . 1 -.% . .146:,- mod . .-- ,,,Ifi-,.21,0101 I , . . i __ --i $.4 . ir,„,.. - ,w,16,4r IT _ .. AVA '1 ;1V O. ,• • -• . -• c, - VINE I : -171, I 100-YEAR 24-HOUR PRECIPITATION % 1 �E1��0�41 65- •3.4��-ISOPLUVIALS OF 100-YEAR 24-HOUR �` �,'. �'� - �V �� 5. ' TOTAL PRECIPITATION IN INCHES tx. mr J N. 0 1 2 3 4 S 6 7 8 Wes 3 -. �� 3.5.1-13 tk. O • 0'-'I'-�-�tr _ 1:300,000 <3 r 1/90 oil Sur Ie j �o F ;, „ 122° 5' a I 47°30' R.4 E. R.5 E. SEATTLE(CITY PO)10 MI.12'30" 6 Mr. TO INTERSTATE 90 AkF (Joins sheet 5) AmC ISSAQUAH 12 MI. • 1. i B I 1 M ri —I I. -�.— � 1 r e, a imp; I • ®I I!�, Suoslal�.r3i` �;�1 I, a hlen� ;; ; • I �► __ , , ,, :l . , . Al: I. ,,, .. .. , • ; Ur 1111 • p;?EiStiff 1 epSii•., j•ri' , ,,,',''' ' E i _. II %IC III • ��^ '' ,.....* .: i ' i i r:_f•12 1 Ajii...... 1 \ it JE Blti River Aliii. ��.;:� e i • � iii ��qq'®� ro � ��tl_k ' [ OiTo_11 rt. j i��r�f� •� �� 1 inn �•• An •. — ,.ii . . .... 4% EBM ii \,„7, 4, ,w� Iiiitir74 �a,��`-1Mill ��ub•sla?�.'a—`� " �Anti NIA �n 'field 1*,','��Ci,�_`,� 1 �' ~ I Greenwood CeJ . ).c' .. '. 4 1; 1[10111111// . ._:1' '''' :f:. •.. 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" 1�� iliv; .- -° - ° Substai AtnC14'` ati• `C/ -r. ' c', '`ti �wt �• Ng C / R AgC \�fla°. _AkF_ - -�� 1 I a I ,� •,r •s• •. 71:: AgD i\ •� ° (.• ,. 4N~ U :t� py1:� / ••.11 =M 16 \,1 ,.tl. +4ii !r_ r ` Cr- �i ?� yr �1 " 0 i,•11 fit \ r,,7r7,-,/.-1,..'1.•: N 11 11 ��1 ?,, 1 ,-y •1 \f.o 1 '� ••.li11R 11.E i !* d•405I. . — iiM%/ Ur• 1�� ` Wo BeD u1 a '(„_______„.___ \:.:Ur I • ri;.r AgD y —� I II i1 1 U�:, a ' I, o I• «I Track 11 \° ��• f 1 I \ i__ �--� 27'30"—lur k r; i i N ! I• 1 u Ur 1 2 I �� T6 rl h \---„----f-f KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL 4.5 INFILTRATION SYSTEM ANALYSIS AND DESIGN The specific requirements for the analysis and design of infiltration systems are dependent upon the type of facility. There are three basic types of infiltration systems allowed for use in King County: Roof Downspout Systems, Infiltration Tanks, and Infiltration Ponds. In general, ponds are preferable to tanks because of the ease of maintenance and the water quality treatment that surface soil and vegetation provide. Alternative systems such as small infiltration basins and modular pavement are also allowed, but these methods have many limitations. Requirements for the design of the various types of infiltration systems are presented in the sections which follow. 4.5.1 ROOF DOWNSPOUT INFILTRATION SYSTEMS All roof runoff from lots in new plats and short plats must be either infiltrated or dispersed, or stub- outs to the plat drainage system must be provided. Where lots are less than 22,000 square feet and infiltration is feasible, infiltration is required either on the individual lot or within the plat. If infiltration is not feasible and the dispersion criteria are met, dispersion is allowed (see Section 4.5.6). If infiltration or dispersion is not used, stub-outs shall be provided to connect the roof drains to the plat drainage system. Connections to the stub-outs shall be perforated connections, as described in 4.5.6. Roof downspout infiltration systems are infiltration trench systems intended only for use in infiltrating runoff from roof downspout drains. They are not designed to directly infiltrate any surface water that could transport sediment or pollutants such as from paved areas. Roof downspout systems are required in proposed plats and short plats where there is at least 3 feet of pervious soil above the water table and minimum lot size requirements are met, as detailed below. Where downspout infiltration is used, the roof area which is infiltrated need not be included in the impervious area used to calculate the R/D facility size. Limitations o A single roof downspout infiltration system can serve up to 5,000 square feet of roof area (AR, described below). o Not allowed on slopes greater than 25% (4:1). o Not allowed in fill materials except in engineered sand and gravel fill, otherwise must be native soil. The placement of the engineered fill must be observed by a qualified representative of a licensed engineer, a geologist or soil scientist, and have a measured infiltration rate of not less than 3 inches per hour. Systems in engineered fill shall be designed using the fine sand criteria in Table 4.1.5B. Infiltration rates shall be tested using the methods described in Section 4.5.2 o Roof downspout systems should be located at least 30 feet from any water supply well. o Limited for use only in the SCS soil types listed in Table 4.5.1A. See Figure 4.5.1A for USDA Soil Texture Triangle. o Minimum lot size requirements shall be as shown in Table 4.5.1A. TABLE 4.5.1A MINIMUM LOT SIZES FOR USE WITH DOWNSPOUT INFILTRATION Soil Texture Class (U.S.D.A.) Minimum Lot Size With Septic System Coarse sand or Cobbles No min 1 acre' Medium sand No min 12,500 ft2' Fine sand, loamy sand 9600 ft2 15,000 ft2' Sandy loam 12,000 ft2 18,000 ft2' Loam 15,000 ft2 .5 acre 4.5.1-1 11/94 On lots >22,000 ft2, disper: is required. Lots which are too small f iltration systems shall either disperse the roof runoff (it the requirements in Section 4.5.6 are IIlat, or tie into the proposed plat or short plat storm system. • Typical minimum lot size allowed by Seattle-King County Health Department for gravity septic system in this soil type with 4 feet of original soil. Less than 4 feet of original pervious soil above maximum water table either increases minimum lot size for gravity septic systems to 1 acre for all the above soil types or else it requires the use of a pressure, mound or sand filter system. Coarse sand/gravel sites may be less than .5 acre with the use of a pressure, mound or sand filter system. Check with Seattle-King County Health Department for any changes or for specific site requirements. NOTE: Minimum lot size, required separation between infiltration and septic systems, and distances from water supply wells shall be in accordance with Seattle-King County Health Department requirements. Design Criteria o See Figure 4.5.1 B and Figure 4.5.1C for details. Figure 4.5.1C applies to sites with coarse sand and cobble soils and is intended to provide additional water quality treatment in these coarse soils. o For roof downspout infiltration systems, a short report must be prepared by suitably trained persons working under the supervision of a licensed Professional Engineer or by a septic system designer licensed by King County, which includes a site sketch and soils logs. The approximate location of the proposed downspout infiltration system and septic system (if applicable) shall be shown on the approved plans. o A minimum of one soils log, minimum 4 feet in depth, that describes the SCS series of the soil, the textural class (as in Table 4.5.1 A) of the soil horizon through the depth of the log, and notes any evidence of high groundwater level, such as mottling, shall be obtained for each proposed roof downspout system location. Note, trench bottoms must be a minimum of 1 foot above seasonal high groundwater level or impervious soil layers. A minimum of 3 feet of pervious soil is required in roof infiltration areas. o Trenches may be located under pavement provided that a small yard drain/catch basin with a grate cover is placed at the end of the trench pipe such that if the trench infiltration capacity is exceeded, the overflow would occur out of the catch basin at an elevation of at least one foot below that of any overlying pavement, and in a location which can accommodate the overflow and meet the requirements of Section 1.2.1. o Minimum spacing between trench center lines shall be 6 feet. o All trenches shall be a minimum of 10 feet from any structure, property line, Native Growth Protection Easement, Sensitive Area Tract or Sensitive Area Setback Area. Trench setbacks from septic systems shall be in accordance with Seattle-King County Health Department requirements. A trench can be located within 10 feet downslope of a structure foundation. Plot plan must show location of all of these features. A copy of the plot plan showing the downspout infiltration system and the other features shall be framed and mounted on a garage wall in the completed structure. o All trenches shall be a minimum of 50 feet from any steep slope (as defined by the Sensitive Areas Ordinance and Rules). This setback may be reduced to 15 feet based on a geotechnical engineering report but in no instances less than the buffer width. o Trench length shall not exceed 100 feet from the inlet sump. _ o Each trench shall have one observation pipe, that extends to the bottom of the trench, located at a point approximately halfway along the trench length. o Filter fabric shall be placed over the drain rock prior to backfilling. o Infiltration areas shall be clearly marked before site work begins to avoid disturbance of the soil during construction. No vehicle traffic shall be allowed within 10 feet of infiltration trench areas. *�� 4.5.1-2 11/94 FIGURE 4.51A US.D.A.SOIL TEXT :TRIANGLE Textural Triangle U.S.D.A. ,00Z clay 90 ____ 10 \ / \ / \ / 80 ___ _Y ___ 20 \ /`\ / _O \\ / \ i 0 70 �// \\,(- 30 N /// \` / \1 // \60 \ // �!` / \ / ay / \ / \ / \ / \ / `\ ]` 23 50 \Y/ \`/ \`/ \ 50 G /\\ /\\ \\Silty / .... Sa\dy/ \ , \\ / \\ 'Clay// �C 40 __Cloy,/ _ t! \/ \ \� 60 <0 7 �C / Q� \`\ / \ \ / / \\\ /Clay / i/Clay i/ Q30 ____ --_ _ _,�_Loam4/ ___ /—L�—^�F____ 70 \\ Saul\Cloys\\ /1.\ /,,\ /1,\ /, \ / oam / \ / \ / \ \ / \ / 20 \ / \}/ \ / L..m --\ ____‘/__ _ ____/ --\v/ 80 \ / \ / \ / ..::Y. .1.�:•::.t .�:1 .:.:y':.::ir:{•::. :C:...:.:f:::..:. \ // \ / \ / lO I,::;:F.ii: :i' ;SCndy:` SZ i:ii 't•• •'•••:. \\/ LSilt\\ \ / 90. "--V-.-.-..: •-.-.-.-.- ----. - ` Laah4:.. :/'.'.t. r:�i:i'i:./t:\ai•rrr:i•::.:' ....:::.. \ I \ /\ \ / \:. Ean . :.. t'::.. ..I :::ti::::::; ::::::\-:::.':: \ / \ / \ \Silt / :tic�..}- •• ��:::.x::.�:.�.x:•::.T.�:::. :.;.�: \ / \ / \ \ / \ / \ / \ \ / 100% sand u. . :.:. 4 J 100X silt 90 80 70 60 50 40 30 20 10 — Percent SAND *�1 4.5.1.4 i l/94 KING CO UN I T, W ASH1NU 1 ON, S Uk t ACt W A 11x uzaiULV MHPI ut1L o A licensed septic system aesigner or suitably trained person working der the supervision of a licensed Professional Engineer shall make an inspection of the soil after the system is excavated, before the trenches are filled with rock to confirm that suitable soils are present. Method of Analysis/Length of Roof Downspout Infiltration Trenches The length of trench required is based on the U.S.D.A. soil texture class, the roof area and the site location, using Table 4.5.1B. The length of trench required is determined by dividing the roof area by 1000 and multiplying by the unit length I from the chart for the soil type and multiplying the result by the regional scale factor k shown in Figure 4.5.1D. The trench length L is computed using the following equation: L = (AR/1000)(I)(k) ._ Where: AR = area of the roof tributary to the system, ft2. (Note: a typical single-family residence has a roof area of approximately 2,000 ft2.) I = the unit length of trench required per 1,000 ft2 of roof area from Table 4.5.1B, ft-1 k = the regional scale factor from Figure 4.5.1D. TABLE 4.5.1E INFILTRATION TRENCH LENGTHS FOR RESIDENTIAL ROOF DOWNSPOUT INFILTRATION SYSTEMS Soil Texture Class (U.S.D.A.) Lineal Feet of Trench per 1000 Lineal Feet of Trench ft2 of Roof - Sea Tac per 1000 ft2 of Roof - Landsburg 1. Coarse sands or Cobbles 15 20 2. Medium sand 25 30 3. Fine sand, loamy sand 60 75 4. Sandy loam 100 125 5. Loam 150 190 Example: Proposed residence located at Kent East Hill Roof area (AR) = 2,000 square feet; Soil Texture Class = loamy sand; From Table 4.5.1A, 60 ft trench/1000 ft2 of roof, from Figure 4.5.1D k = 1.0 L = (2000/1000)(60)(1.0) = 120 ft (Note: could be accomplished by two trenches). ir•� 4.5.1-3 11/94 FIGURE 4.5.1C ROOF DOWNSPOi: (FILTRATION SYSTEM FOR COARSE 1 ) AND GRAVEL FROM ROOF CRASS OVERFLOW 6- MIN =/ 3/4'-1 1/2Y . •A. Q o WASHED A!oe e•0 18 MIN ROCK N�vc . A 4�yq• e G •q p• • L•L2' MIN-, 15' MIN IN- X-SECTION NO SCALE *- 4.5.1-6 11/94 KING COUNTY, WASH GTON, SURFACE WATEF T' ESIGN MANUAL FIGURE 4.5.1B ROOF DOWNSPOUT INFILTRATION SYSTEM n PLAN VIEW ROOF NO SCALE �DRAIN z OBSERVATION PIPE 4" RIGID OR 6" FLEXIBLE _ PERFORATED PIPE 1 I '1 ------< SUMP INFILTRATION TRENCH W/SOLID UD •PROFILE VIEW ROOF NO SCALE OVERFLOW —Ar.._ OBSERVATION PIPE 4" RIGID OR 6" FLEXIBLE SPLASH BLOCK PERFORATED PIPE 7, T 1 r _.._.__:::._.._____) 6h -I tl.-- -au WASHED ROCK uC�O� °T• P0 , 1 MIN 5.0' MIN eo 9 12' (e o -1 1/2"-3/4" a p,o `s .:34 FINE i' A�IN �° MESH �� CB SUMP w/ i- VARIES 1SCREEN SOLID LID F� VARIES t 10' MIN r -A OBSERVATION PIPE 1 4-6" PVC PERF PIPE COMPACT BACKFILL II `1■ 'v r k•.A,•.l 4" RIGID OR 6" FLEXIBLE 6- - 'y:. p o PERFORATED PIPE 1.:!:•.•i:.pIi• P.M. . 24" rf ..• •R.p4o4.'Q /;• i•� egod°e= WASHED ROCK 1 / pro . .n 1 1/2"-3/4" • V - WRAP GRAVEL ENTIRELY /4//////// I WITH FILTER FABRIC • -24" rII SECTION A NO SCALE #� 4.5.1-5 11/94 FOR Lu' oL...,,,.. _ DRAIN GRAVEL TO TOP OF TRENCH. 12" 12"� ►I 12" TYP. SIDEWALK tom_ rm*--- i• ,�,,/, ,i _: = 1i :',. , ,� ! OR AS DIRECTED ^= ,, , w _ ,� ,�,,�,� -. BY INSPECTOR. _A= `� , ,, 1 I '- /,•/ ,, "J!:=-.t-: 7 �,0 Sys 1 r 6" PVC /.w / n' 171E T e °-^ •+ CL HOLES ,y'!n/� f S ~- - !-� •y as �.� gti i - •J = a q, .- 6" 1 ' -t - as T I -_ • t r J .. 3/4" - 1-1/4" WASHED ROCK BEDDING MATERIAL PER DRAIN GRAVEL 6" PERF. PVC DRAIN SECTION 9-30.7A(2) OF THE STANDARD SPECIFICATIONS. PERF-DRAIN TIGHT LINE BOX W/SECURED CARSON INDUSTRIES LID. MODEL 910-129 BLACK OR EQUAL. UNGASKETED CAPPED END . I. 1 1., - • 1=: I I,r ?,`° 6" + 45 DEG. BEND NOTES: - j7> o - LATERALS TO LOTS: T7 ' WYE TO LOT CAP fee ,' WYE PLUG AND MARK LOCATION - ,�6^'^� 1-:. - WITH 2" X 4" POST ti9� '++�• �a.a•-1 -- MARKED "STORM". " � e`f" - 1111 CLEAN OUT LOCATIONS lra•Y I r TO BE AT BENDS, ;, rL- r1 ENO OF LINES AND AT s �'..'�•::- .y �/ �- 100' OC MIN. CLEAN OUT LOT DRAIN TRENCH b SCALE C 0 APPROVED: .ION C. SPANGLER :,.*1.f i A..., `y or STANDARD DETAILS V REV. 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Pi MIG-liblACM mi .. , , , Nt .c r _ ,,,,,, , • „,....„0:4„‘.., , . t., .......*r .,‘'' 0 I t c‘i ,._ .- _ 7 0 • • N'HE'RI CORDCD RC LP 1 O BANS DESIGN, INC. P.O. BOX 8178 KIRKLAND, WA. 98034 �QQ CHICAGO TITLE INSURANCE COMPANY STATUTORY WARRANTY DEED 509609 Dated: APRIL 28, 1998 THE GRANTOR CHUCK L. CAMPBELL AND BRANDA D. CAMPBELL, HUSBAND AND WIFE, WHO ACQUIREI TITLE AS BRANDA D. BRAND, AS HER SEPARATE ESTATE for and in consideration of TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION in band paid,conveys and warrants to BANS DESIGN, INC., A WASHINGTON CORPORATION 40 the following described real estate situated in the County of KING State of Washington: Tax Account Number(s): 72313 0-0095-04 LOT 5, BLOCK 3, RENTON SUNSET HEIGHTS, ACCORDING TO THE PLAT THEREOF, DEELOP.MENT pLA , Q7 RECORDED IN VOLUME 56 OF PLATS, PAGE 6, IN KING COUNTY, WASHINGTON. CI7yOFREN�"t�;J !NG � SUBJECT TO: EXCEPTIONS SET FORTH ON ATTACHED EXHIBIT 'A" AND BY DEC 01 1998 THIS REFERENCE MADE A PART HEREOF AS IF FULLY INCORPORATED �EwE1�*ED HEREIN. [V_ REF* vi(.0 '� ‘4//, CHUCX L.CAMPBELL 1)1 04iAlat BRANOA O.CAMPBELL ..w,r/.an E1609014 04/30/!B 1103.60 68d00.00 • CHICAGO TITLE INSURANCE COMPANY EXHIBIT A Escrow No.: 509609 EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: FROM: OWNERS RECORDED: DECEMBER 16, 1924 RECORDING NUMBER: 1953761 AS FOLLOWS: RESERVING ALL COAL BEING AND LYING UNDER THE SURFACE OF TAM tRWV, AMY 1tt3D`It ILPPIPfl O-11! —PPOP P-TPF-14111!''APID`1MMCVC'TRt. SAME. RIGHT OF THE PUBLIC TO MANE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES IN THE REASONABLE ORIGINAL GRADING OF STREETS, AVENUES, ALLEYS, AND ROADS AS DEDICATED IN THE PLAT. 1.4 C, CiICAGO WILE RSURAN I COMPANY WtMt/rla/1213M 101„ ,. • STATE OF WASHINGTON as COUNTY OF KING ON THIS 29TH DAY OF APRIL, 1998 BEFORE ME, THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY COMMISSIONED AND SWORN, rs PERSONALLY APPEARED CHUCK L. CAMPBELL AND BRANDA D. CAMPBELL KNOWN TO ME TO BE THE INDIVIDUAL(S) DESCRIBED IN AND WHO EXECUTED THE WITHIN INSTRUMENT AND ACKNOWLEDGED THAT THEY SIGNED AND SEALED THE SAME AS THEIR FREE AND VOLUNTARY ACT AND DEED, FOR THE USES AND PURPOSES HEREIN �MEyNT I ONED. PRINTED N Martha J. Willoug y NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON RESIDING AT BREMERTON MY COMMISSION EXPIRES ON March 29, 2001 P4rdliPillir"(144*4 OFt ttttttttt 40 0 01 CD 00 Alimp /rL/44-97 - -'..•�.,.E,. ,y,t- ..�=�..M.:i-k:: _+r� _ -/:s''=�.tc.-�. 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AO MO.lase-•/Wav,?/s NW....l a e T C h'rt Cal, Cr,C[rNw;Ww.cw Planning Con,ln. aeecS.V__C C- _=a=r• 1'•J!- • Za.J,r,nes Dy ma Cdy CONnu/ el 1._ G/y o/.fEwror, w.IJN,wero.l . .- ...J:a-__Noy el A✓!✓JI_J n.A 0 •95f SEJ.t / ` ACKNOWLEDGMENT '' el.ee,•F 1' .l.i% .. .7:le:J:.Y__:. .• N n/ RENraN, eV.ey,o,MerrN ly ,ie ri ��•dddd • _SrerE Of iYws,nNsrav i S S —�— COUNTY Or A,Ne. f oN. • .l L)/9'!S,br/erinrt,/K --RENf n Tin-h F.lrosY all/M/MJ.:.s-.-: 1_ J9 5•M,sad _C-n.••J ✓n/nrlwe/,✓Ne%ay P✓ kn. ,10 l/a•S•"rowed seee✓/e✓Me/wry•..-S Je/- .^.[r!M _'[t ... 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I I S 1 ... .y3 �a re9j kN ac f'j•. r Si rl IH.1, .��,!'rf•,�, .• r 1 4 "*•1 :'.1 • � I'! 1,-., t -k ff J.. ` © CHICAGO TITLE IL.IJ JRANCE COMPANY 1800 COLUMBIA CENTER, 701 5TH AVE, SEATTLE, WASHINGTON 98104 Order No.: 525862 Unit: u-io Property Address: 2211 NORTHEAST 6TH COURT Your No.: 2211 NE 6TH CT RENTON, WASHINGTON CRAMER NORTHWEST 945 NORTH CENTRAL #103 KENT, WASHINGTON 98032 Attn: TERRY WILSON 1/1 Enclosed are your materials for the above transaction. If you have any questions regarding these materials, please contact us. Thank you for this opportunity to serve you. UNIT 10 - YOUR COMPLETE BUILDER/DEVELOPER SERVICE CENTER. WE HAVE EXPANDED TO SERVE ALL YOUR TITLE INSURANCE NEEDS RELATED TO LAND ACQUISITION, DEVELOPMENT FINANCING AND PROPERTY SUBDIVISION. MIKE HARRIS TITLE OFFICER (206) 628-5623 (E-MAIL: HARRISMI@CTT.COM) KEITH EISENBREY TITLE OFFICER (206) 628-8377 (E-MAIL: EISENBREYK@CTT.COM) STEVE KINSELLA CONDO COORDINATOR (206) 628-5614 (E-MAIL: KINSELLAS@CTT.COM) CHRIS JOHANSON SENIOR TITLE EXAMINER BOB BLOEDEL SENIOR TITLE EXAMINER FAX NUMBER: (206) 628-9738 CHICAGO TITLE INSURANCE COMPANY TITLEf/10-17-91/SC :AGO TITLE INSURANCE COMPA COLUMBIA CENTER, 701 5TH AVE SEATTLE, WA 98104 Order No.: 525862 PLAT CERTIFICATE Certificate for Filing Proposed Plat: In the matter of the plat submitted for our 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: SEE SCHEDULE A(NEXT PAGE) VESTED IN: BANA DESIGN, INC. , A WASHINGTON CORPORATION EXCEPTIONS: SEE SCHEDULE B ATTACHED CHARGE: $200.00 TAX: $17.20 Records examined to AUGUST 31, 1998 at 8:00 AM CHICAGO Ili LE IN SURANCE COMPANY By MIKE HARRIS/KEITH EISENBREY Title Officer (206) 628-5623 PIATCRTA/I2-5-90/EK CAGO TITLE INSURANCE COMPA Order No.: 525862 PLAT CERTIFICATE SCHEDULE A (Continued) LEGAL DESCRIPTION LOT 5, BLOCK 3, RENTON SUNSET HEIGHTS, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 56 OF PLATS, PAGE 6, IN KING COUNTY, WASHINGTON. CHICAGO HI I LE INSURANCE COMPANY CHICAGO TITLE INSURANCE COMPANY Order No.: 525862 PLAT CERTIFICATE SCHEDULE B This certificate does not insure against loss or damage by reason of the following exceptions: GENERAL EXCEPTIONS: A. Defects,liens, encumbrances,adverse claims or other matters,if any,created,first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires for value of record the estate or interest or mortgage thereon covered by this Commitment. B. Rights or claims of parties in possession not shown by the public records. C. Encroachments,overlaps,boundary line disputes,and any other matters which would be disclosed by an accurate survey and inspection of the premises. D. Easements or claims of easements not shown by the public records. E. Any lien,or right to lien,for contributions to employee benefit funds,or for state workers'compensation,or for services,labor,or material heretofore or hereafter furnished,all as imposed by law,and not shown by the public records. F. Liens under the Workmen's Compensation Act not shown by the public records. G. Any service,installation,connection,maintenance or construction charges for sewer,water,electricity or garbage removal. H. General taxes not now payable;matters relating to special assessments and special levies,if any,preceding or in the same becoming a lien. I. Reservations or exceptions in patents or in Acts authorizing the issuance thereof; Indian tribal codes or regulations,Indian treaty or aboriginal rights, including easements or equitable servitudes. J. Water rights,claims,or title to water. K. THIS REPORT IS ISSUED AND ACCEPTED UPON THE UNDERSTANDING THAT THE LIABILITY OF THE COMPANY SHALL NOT EXCEED ONE THOUSAND DOLLARS($1000.00). PIATCRTB/031694/soc CHICAGO 111 LE INSURANCE COMPANY CAGO TITLE INSURANCE COMP/. PLAT CERTIFICATE Order No.: 525862 SCHEDULE B (Continued) EXCEPTIONS A 1. EXCEPTIONS AND RESERVATIONS CONTAINED IN DEED: FROM: OWNERS RECORDED: DECEMBER 16, 1924 RECORDING NUMBER: 1953761 AS FOLLOWS: RESERVING ALL COAL BEING AND LYING UNDER THE SURFACE OF SAID LANDS AND ALSO RESERVING THE RIGHT TO MINE AND REMOVE THE SAME. a 2 . RIGHT OF THE PUBLIC TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES IN THE REASONABLE ORIGINAL GRADING OF STREETS, AVENUES, ALLEYS, AND ROADS AS DEDICATED IN THE PLAT. c 3 . GENERAL AND SPECIAL TAXES AND CHARGES, PAYABLE FEBRUARY 15, DELINQUENT IF FIRST HALF UNPAID ON MAY 1, SECOND HALF DELINQUENT IF UNPAID ON NOVEMBER 1 OF THE TAX YEAR (AMOUNTS DO NOT INCLUDE INTEREST AND PENALTIES) : YEAR: 1998 TAX ACCOUNT NUMBER: 723130-0095-06 LEVY CODE: 2100 ASSESSED VALUE-LAND: $ 47, 000.00 ASSESSED VALUE-IMPROVEMENTS: $ 0.00 GENERAL & SPECIAL TAXES: BILLED: $624 .21 PAID: $312 .11 UNPAID: $312.10 NOTE 1: THE FOLLOWING MAY BE USED AS AN ABBREVIATED LEGAL DESCRIPTION ON THE DOCUMENTS TO BE RECORDED TO COMPLY WITH THE REQUIREMENTS OF R.C.W. 65.04. SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WHICH MUST ALSO APPEAR IN THE BODY OF THE DOCUMENT: LOT 5, BLOCK 3, VOLUME 56 PLATS PG 6. END OF SCHEDULE B CHICAGO TITLE INSURANCE COMPANY • :AGO TITLE INSURANCE COMPA. PLAT CERTIFICATE Order No.: 525862 SCHEDULE B (Continued) P THE FOLLOWING PARTIES HAVE BEEN SENT A COPY OF THIS COMMITMENT: BANA DESIGN ALI 2/2 CRAMER NORTHWEST TERRY WILSON 1/1 • CHICAGO TITLE INSURANCE COMPANY 1 S6/6 . This sketch is not based upon a survey of the property described in Order No. of Chicago Title Insurance Company, It is furnished without charge solely for the purpose of assisting in locating the said premises ,. It does not purport to show all roads or easements, The Company assumes no liability for inaccuracies therein, 9° \� Y I40.51 LLOYD PL. r 1 O ti 1Z5.40 ( --z5<-9 �L 50 30 13 5 9 , /.4Qsz 1 I vl B 3 N i/ A 7 . Co to /4052 • 14c. 9z 60.00 /oo //341 n h 0 IVE. 6 T" CT, �7 1 O. �, 5 Q 9 5 91.62 O 0 fOo 88.10 8 0 1(Zzr low O 9 3 , O co 0 2 6 . 4- /495z V 1 V 3 y 7- •, , 4800 79.84 3\ N /04'0 J 7 . 0 -k u-15.'� z o WE. 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