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HomeMy WebLinkAboutSWP272796 BAIMA & HOL.MBERG INC. DRAINAGE REPORT FOR HIGHLAND COURT June 10, 1998 7/3�9g Baima &Holmberg, Inc. Job No. 1517-001 U PEP ,. Prepared for: C. Thomas Foster Seattle Mortgage 6450 Southcenter Blvd., Suite 106 Seattle, WA 98188 100 FRONT STREET SOUTH ISSAQUAH • WASHINGTON • 98027-3817 (425) 392-0250 (425) 391-3055 11"`1 Ay -UH, T IUNa v AU Nt` .nc 1ur�i �uiv NZ In Ln i f E 1 EDMONDS ! AV NE i FFT b �• Z 1100 ��:_ � �aA N 2000 Z N z I z 2600 ;_.....- ._.__... .- C7 i ER DALE �^ m y_ r.n_L G f cn N .. �� .- o - ti FERN DAL[ m G - - �y »- v.._ __GLENNWO g -�-z--- .o N o c� {_, 117141 -; f�° - _OD—.. , , r-, Y 2 cn cn cn. N �o � 1NAV NE , AV SNE �"< IGLENNWOO ��I I HARRING�ON` s' AV`; t HARRINGTON.. N R � Lp . r» vNE � ' �c�c, N \ b CI m, NI "0 i 1v , 11 H PL 9 I TON{....:'. AV �4 =z R 1 -, 3s '_. ..� _ ;F ��Jy�;. � �' INDEX �`'� \, ` ��HARRINGTON r { f SE coat[ io rr NE spy ro �y w PL NE rr'' \ O 120TH IrI2 �N y v^ ti rya ;,�rl. yF' yF JEFFERSON . A y ZNILLCREs -_ yS ." _����-�` \ ..� -���n ` y� iOI F J�. NLN NF JEFFERSON AV NE ./ --� A H `�� A(>KIRKLAmKIRKLAtVp ; AVNE tiFw vm'-� c11y ` ��yr`� 'o (t. m LYNNWOOD pt AV NE F p` �s� ys� IARM e �� 11000 AV I NE 800 n , MONROE _ Z(( rn _ _.. .NEWPORT-CT... Sit o o AV IEwro NEW PORT lvod o ` Z:. AV'N€"(�m m y N1V�t l n 2% OLYMP 'A t AV 1= l= NE rn o v:'. _ �� ' 3S f A i 3S Q 1 PIERCE w CD 4z- k r- PIERCE '�' (�' ^a �'`�" CD4 t ' 1 ' o r+ -t -� 01 +E4a9Z 27TF1 PL SE •.� N{i AV N�= PI RC NE PL NV .: r...� = 3S (\d QUEE =D. . AVIf x �REDMVD., AV NE �' o - - 128TH AV SEA o A 129TH ' I�rhm f iN N �z . _o N S -41, t m I r•- N AV SE N , f 0 3 n ...�.-^ y m .. SHELTON 11V NE o( 1OTt� AV LSE-- 9500 TACOMAc� :. I � o UNION . :AV m N 132NDBo N � 1000 ---1�00 a :v = H,� Z 2 1"� '� �I VASHON CT : 10400 �, c,3 `1v m \,c` � �t� ; �- 1 kti,, NE_ B'+ ASHON CT NE 3 r .v f 1 -� :• x 11 Jo - N _ VASypN UNION CT ITMAUn vnsffoN w E ° z;;WHITMAN �,- '--..� a _ Av xE OT N z WHITt�1A1V �(° CT NE:. �. .��, qy,. "� N��n y ate~ n�i � AV NE �y - `O,z 'AN N r' �C'p -{ QNZZz H r rn CT NE' N �T 3N A`� �7/' m ANnco.T s -+ FS AV NE w `� �z ��C AL CREEK F KW`+ pREMF,ijT N NE ANACORTES i . BREMERTON AV NE z o �„ N '� I S I _ 137TH ;m AV NE ^' N N N b �, / � Cn / r, f -i pp z m N Z ?� 1 Vl {o, o —1 t I rn 1 yf o a:1.�8TH �_ ,= AV SEA 4 .� f= I ,�� �=T � �, zl { , ■ • �" � ■` � »,�%"��:� .;��_..�a„far,,.; � •. I ' t �♦ { t - • ■ • ��� • ■ ■■ ■• • �a V., (.. N ■ . s • C I • �wv / 1\ • 'J l o r a b •. /' Q�� Ill ! �2y i •t bpi I 1_,'d fl On3 " ��g I 1 32V ■ - - I 1 A]]r Jay a 2ylie r• • • \�• I OAy I '•' •� LU S • I I • � 509 a AO . ; '7w9• 4 `• •I �` I �pQ y Spy I M9 069 •� wao 7we - -------- - U�d� O ------46- --.— o �: aAO PROJECT OVERVIEW This project involves subdividing a 1.4acre parcel into 11 single-family residential lots. The site is located along the north side of NE Sunset Blvd., in the SE Y4 of Section 4 of Township 23 North, Range 5 East. The existing conditions consist of a single-family residence. The general ground cover in the south portion of the site is lawn, and north portion of the site is generally covered with blackberry bushes. The underlying soils are Alderwood/Arents. In the north portion of the site, a small ravine begins near the east property line and drains west across the site. On-site flows drain southwest and northwest into the ravine. Approximately 70' south of the northwest property corner, the onsite flows leave the site where the Level 1 Drainage Analysis begins. UPSTREAM TRIBUTARY AREA Approximately, 0.50 acres of upstream area drains onto the site. The upstream tributary area is comprised of lawns in single family-residential lots located north and west of the site. There are no apparent drainage problems associated with these upstream flows. LEVEL 1 DRAINAGE ANALYSIS From the west property line of the site, the runoff flows west in shallow channels along the bottom of a heavily vegetated ravine at an approximate slope of 1%- 4%. As the runoff continues west, the ravine loses its definition and drains into a retirement center's yard drain approximately 200' from the site's west property line. Due to the heavy vegetation and mild grades, the runoff draining into the yard drain is minimized. From the yard drain, the runoff continues west in a 6" pipe (P1) approximately 100' where it drains into a catch basin located in the retirement center's access road. Then, the runoff is conveyed south approximately 30' (P2) and drains into a water quality system (P3). The runoff exists the water quality system approximately 100' south through a 12" diameter pipe (P4). Approximately 150' west of the water quality system, the pipe drains into a catch basin. From the catch basin, the runoff continues southwest approximately 100' (P5) along the centerline of the retirement center's south access road where it drains into another catch basin. The runoff continues southwest in the pipe approximately 75' from the previous catch basin and drains into another catch basin located in the sidewalk west of the access road. Then, the pipe (P7) conveys the runoff south approximately 80' and drains into a catch basin located in the center of NE 15th PI., where the City of Renton storm system begins. The runoff continues west approximately 200' (P8) where it drains into a catch basin located at the intersection of NE 151h PL and Kirkland Ave NE. Then, the runoff continues south approximately 250' (P9) to the intersection of NE 14th St. From the catch basin, the run continues south (P10) along Kirkland Ave NE in the City of Renton storm system further than a Y4 of a mile downstream from the site. There are no apparent capacity or water quality problems along this drainage path. The site's proposed storm system consists of the onsite flows collecting in a water quality vault and being discharged to a level spreader near the west property line. i v LEVEL SPPZAM — — 7s•- 2+a9.as 399.00 / ~ / � 123-1r so�s.47z —/ Nwx / '�, � waa3.5o 7.uAHH«E / STA 399.953,14LTFJM >oo/ / 01-3965 jbC OF.-396.50 � ACCESS MMHOE FFF STA 2+47,141T M-39d25 T-2+51. • / / Nw3mw as' Aix / 0 10 20 40 W- CB/2 TYPE I �� o ass STA 2+31 .152� y6 mu-398.87 NV—M5.ao , SCALE 1" = 40' STA 2+,517 1S221T 1 ,V-JQb.M . PI' / `b 'qb a3,9DEWALK / E1MANT O � a I 1� I i 1 I 7 \ 1 / y 11 Sr re . HAP ` r. •� �r'i� XI v\\,`� �:� \;+�.\\1� \\ \\': ��''it :�E'�\.\ r\'•\ !j'je.��` ` No AA Al 0 L OX6-3 , l�l ! h c�psTR4,1 AM e,F6-2 - IF ch •e/ Okel 1 za , \ 200 E 15 j` (7 1 S 7-I0' (-]� eX7-2 \� 6,F7 WNS T R EA H DRAIN�w� 111AP y 1 ,Dq-5 "I 6 gg4 `+°t A �z, 75'- 399.00 ►- - t 2+99.95 / 123.-1Y SO".475 ACCESS STA 2+94.93,14'LT / M-399.93 .F.-396.30 A�YANHaLE F / STA 2+3Z 141T Ip< T-2+31. Nv-39s.3o as' Aix `) / 0 10 20 4-0 1fr„ Cap TYPE I /f O a36 a STFtU 39a�Z" ,.T f1}�,�jfl NV-J9i/J / SCALE 1" = 40' STA12ST 1 / +�.924.1122LT t a 0.S',SCCWALX / EAST 1 I %';V ` I i —406 X r TF OAR JOB /5 17-Ool BAIMA & HOLMBERG, INC. SHEET NO. OF �i p 100 Front Street South CALCULATED BY G DATE ISSAQUAH, WASHINGTON 98027-3817 (425) 392-0250 CHECKED BY DATE SCALE oi � .5 3 9d ... ;7...... X.�3f.rc� w,-,. , f ?wr�. ........ !' l�`/.55,. z =� �p. w� _.�IY+PPrv� ova. .. ✓. � �16....fzuo. f�/6 . � GN= 9 S PRODUCT 204-1(Single Seeels)205-1(Padded) JOB BAIMA & HOLMBERG, INC. SHEET NO. OF _ 100 Front Street South CALCULATED BY DATE ISSAQUAH, WASHINGTON 98027-3817 (425) 392-0250 CHECKED BY DATE SCALE �Ps.-1vv� /fir ec.� ... ._ . ./ �' ... 2-26 / i O..c�✓v�. . .......� Ac 4-Ar� ............f(� O-Kfe I DY e Al . PRODUCT 204-1(Single Sheets)205-1(Padded) JOB BAIMA & HOLMBERG, INC. SHEET NO. OF 100 Front Street South CALCULATED BY DATE ISSAQUAH, WASHINGTON 98027-3817 (425) 392-0250 CHECKED BY DATE SCALE T m e D,$ / 0 7-G L _/�5'. ..... . 76, (60 .).CS .............. .... to Al 65 0 33 e-Af PRODUCT 204-1(Single Sheets)205-1(Padded) X N/D T T _Z o AZ5- 1517.hyd ---------------------------------------------------------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 1.4 82.0 .1 98.0 11.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.4 1.4 82.0 .1 98.0 11.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 19 W, _ 7.83 3654 --------------------------------------------------------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 5-YEAR 24-HOUR STORM **** 2.55" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 1.4 82.0 .1 98.0 11.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.4 1.4 82.0 .1 98.0 11.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.91" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 1.4 82.0 .1 98.0 11.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS• TC(MINUTES) A CN A CN 1.4 1.4 82.0 .1 98.0 11.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) --------43- 7.83 ----------7176- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.90" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 1.4 82.0 .1 98.0 11.9 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.4 1.4 82.0 .1 98.0 11.9 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .74 7.83 11470 I- �wJ Page 1 �a saReAnQ+ 75'- 1 399.00 / \ 2+99.95 / 123-12-SD J�,475 7.UAMiaE STA 2+94.M 141T RN 399.95 NV-39150 ACCESS YANHaE / STA 2+47,141T RIM-39S95 T-2+51. NV-395..50 a5' ALX , / 0 10 20 40 O a5e o• M1 23Z37 tS21R7 CBfl �1k�y5 NV-N5.80 // SCALE 1" = 40' STA 2+1.92,15.22/T 1 / `394 R W_39E.C7 Pill, 5.5 R1 / tea' aux $ 9 0 \ 1 ° ? 5,rra p JOB BAIMA & HOLMBERG, INC. SHEET NO. OF 100 Front Street South CALCULATED BY DATE ISSAQUAH, WASHINGTON 98027-3817 (425) 392-0250 CHECKED BY DATE SCALE A r-ecr, ..... 0/0 42 .. ....... PC' s ........... Q. 5 Al 4'S e1121 Z3 c PRODUCT 204-1(Single Sheets)205-1(Padded) 1517.hyd ---------------------------------------------------------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 .6 86.0 .9 98.0 6.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.5 .6 86.0 .9 98.0 6.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) �_j 67 7390 ------ -- ------ ---- ---------------------------------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 5-YEAR 24-HOUR STORM **** 2.55" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 .6 86.0 .9 98.0 6.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.5 .6 86.0 .9 98.0 6.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 73 q_s 7.67 10032 ---------------------------------------------------------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.91" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 .6 86.0 .9 98.0 6.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.5 .6 86.0 .9 98.0 6.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 7.67 11797 86 ------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.90" TOTAL PRECIP. ********* ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 .6 86.0 .9 98.0 6.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.5 .6 86.0 .9 98.0 6.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.23 7.67 16745 Page 1 JOB BAIMA & HOLMBERG, INC. SHEET NO. OF 100 Front Street South ISSAQUAH, WASHINGTON 98027-3817 CALCULATED BY DATE (425) 392-0250 FAX (425) 391-3055 CHECKED BY DATE SCALE Q .0.3 U7. / ............. .......... f 3�.1%a ......... �/ C .... .. .... . soy rJ�-'� 2._c ! a. . 1 ...".: .. ' r .... ...... - �PG!/ S/, ✓!r j . _. 7 l/s-n ....... 6' ti. / 3 . .. 7 US- ��{�. �S:" _?. fed/�... �/ _�C /._? .S �i�//L T ' Gf��'/✓s a.s�.r = � � � r�! X ' 7, 5 � � .�e ,t' 6U"L�.-, PRODUCT 204-1(Single Sheets)205-1(Padded), 1517-1.vto BOTTOM ORIFICE: ENTER Q-MAX(cfs) DIA.= 3.24 INCHES MIDDLE ORIFICE: ENTER Q-MAX(cfs) , HEIGHT(ft) DIA.= 2.27 INCHES TOP ORIFICE: ENTER HEIGHT(ft) DIA.= 2.89 INCHES PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 1.23 .74 .74 2.40 1902 TEST HYD 1: .86 .43 .43 1.64 1300 TEST HYD 2: .73 .33 .33 1.37 1080 SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP ENLARGEMENT OPTION: ALLOWS FOR INCREASING STORAGE AT A SPECIFIED STAGE HEIGHT, TO PROVIDE A FACTOR OF SAFETY. ENTER: STORAGE-INCREASE($) , STAGE-HEIGHT(ft) PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 1.23 .74 .64 2.14 2204 TEST HYD 1: .86 .43 .37 1.45 1500 TEST HYD 2: .73 .33 .31 1.17 1200 SPECIFY: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, S - STOP PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 1.23 .74 .64 2.14 2204 TEST HYD 1: .86 .43 .37 1.45 1500 TEST HYD 2: .73 .33 .31 1.17 1200 STRUCTURE DATA: R/D-VAULT RISER-HEAD VAULT-BOTTOM-AREA 40 FT A STOREH STORAGE-VOLUME 2474 TRIPLE ORIFICE RESTRICTOR: DIA(INCHES) HT(FEET) Q-MAX(CFS) BOTTOM ORIFICE: .00 .440 MIDDLE ORIFICE: 1.40 .140 TOP ORIFICE: 2.89 1.90 .160 ROUTING DATA: STAGE(FT) DISCHARGE(CFS) STORAGE(CU-FT) PERM-AREA(SQ-FT) .00 .00 .0 .0 .24 .14 247.5 .0 .48 .20 494.9 .0 .72 .24 742.4 .0 .96 .28 989.9 .0 1.20 .31 1237.4 .0 1.40 .34 1443.6 .0 1.44 .37 1484.8 •0 1.68 .44 1732.3 .0 1.90 .49 1959.2 .0 1.92 .53 1979.8 •0 2.16 .65 2227.3 .0 2.40 .74 2474.7 .0 Page 1 y5L 6PAJD G .7 T 1'o NS 1517.hyd ---------------------------------------------------------------------- ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 6-YL7M 24-HOUR STORM **** .67" TOTAL PRECIP. ********* lbvoA4 ---------------------------------------------------------------------- ENTER: A(PERV) , CN(PERV) , A(IMPERV) , CN(IMPERV) , TC FOR BASIN NO. 1 .6 86.0 .9 98.0 6.0 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.5 .6 86.0 .9 98.0 6.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .11 7.67 1626 �-� 0 � Page 1 + .95' N .2 Z.Mr4-W7-- -' — ACCESS/UTILITY T YPE II-54" I / EASEMENT )L M.H. ' -ID LOCKING LID 2 -94.95. 8.51T E0.23 f )7.75 // 5' CONCRETE.r — — 4.60(12*&36"} SIDEWALK' 3.00(6") / 1(o GRACE TU 51. DRAIN TO C9# 6 S tZ 0.5 SID WAL r , / L t 1 . ., EA EN ; 0.5' SIDEWALK ����l 7 � �q, jL , - -EASEMENT CB#6 T PE I RELOCATE 21T EXISTING J/-r,y, p 1 RIM=3 9.30 FENCE . 8 21' INV=3111�6.30 - ,o TYPE II-54' CB#3 *PE II-54" )LID LOCKING LID � � :.«:. W/SOLJD LOCKING LID +19.$2, 19.76'LT 'a STA q+15.02, 11.56'LT 99.90 / RIM= 99.51 , 94.60(36") ��` \ INV= 94.60(12» 93.00(1$ dc6 ) C 2 Sly INV t.00(1$ &6 ) 0.5' SIDEWALKr ,,, 16, '� 5'x5' H) NNECTOk / """� �4 / n, i O 0 EASEMENT r� O EASEMEI 7G \ CONCRETE C6RB �C65 TYPE I ( �� 1. ' do GUTTER 1 \ RIM-399.20 16! IINV=396.20 � It 10' 1T. TYP.. 1 R / j••, V REMOVE EXISTING / RESIDENCE : Q° !�O 1007 PVC RpOF / DRAIN 0 - �. 1 i } (Z • \ QQ — `\ _...-- -�'___ vrS+vwcw M arr v mrmr xnR,pr Iv a0 ..- —IM —ERa U4a I sr i i 0.� EG v�1 76'„!7'1..7•�PP�� usrr � � rac.u n r¢.rw M � I I YY�xniawir - ITIxti i� .uam ua.s morsr,..'�irw�'�r j '-L'-'.��• �wmr ^.� � � ,`v'°'r"cL�.suu,m%w. 'f i - ,wrnm-��oiumu.,-°`ri.m'rmi m. i r � •1 k, I IrJ�F -27i(//�gyr��o?�..... I t ....r, .,�. — ...�... - / RECOYMENDM iDfl APPRWPOJK Ile Call before You } N i Djy 1.aowss-rise o CO,Q••)96,1 SCMmcD OC7•1 Bl9� B I ROLL #160 I # 3 3 4 24 X f f = rA re X:" City of Retitou {- r � 1055 South Gr Wt#jV 5 ' Renton,WA <f {' ;' 20000202000163 = '4{! PAGE 001 OF 003 KINGZCOUNTY09:27 WA RENTON BS 10.00 ram. CITY OF r A-042OS-9043-04 BILL OF SALE -t Property Tax Parcel Number:B-0 305=9044- 3 C" Project File#: f « Intersecdon: co Grantoe(s): Grantee(s): 0 1, W. H H. Hughes, Jr Co , t'Ifi'c. 1. City of Renton,a Municipal Corporation ,'7) 0 o The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to j r f r f4) cv the Grantee,as named above,the following described personal property now located at: 0 3318 N. E. Sunset Blvd. , Renton, WA C"' in the City of Renton,County of King and State of Washington,to-wit: j f 0 5 k. EXHIBIT A O By this cony eyanc;Qieator will warrant and defend the sale hereby made unto the Grantee against all and every person `*`✓'' ' �° � :'•` or persons,whomsoever,lawfully claiming or to claim the same. This conveyance shall bind the heirs,executors, administrators and assigns forEvtcf IN WITNESS 170F,iha a hesetrato SIFtAy hand and seal c day and year as written below. " Notary Seal must be withial5bx.` INDIVIDUAL FORM OFA4NOWLEDGMENT STATE OF VrASHINGTON )SS I Ctifi�fy that l-Imow orhavge satisfacfory evidence that signo cot and aeltnowledgedit to lie his/her/their free and voluntary act ft uses�arR4�p�rposes mentioned in the rrlsttumont u o rrr r r s = fJ e~`(AAtpli Notary Public in and for the Staft,46f:�tlHashjts�b6n Mao(Print) �.;t" 40 UA ;= Mj'appovt"ent,expitbs: ! �DOC-CC, -7 o-b MTORMSTCRECORMBOS DOCIbh Page I CIibPDF-www.fastio.com a INDIVIDUAL FORM OFACKNOWLEDGMENT Notary Seal Mus[be within box STATE OF WASHINGTON }SS r `' COUNTY OF KING I certify that I know or have satisfactory evidence that i i signed this instrument and _a acknowledged it to be his/her/thcir free and voluntary act for the uses and purpn:,C f f mentioned in the instrument J�;� f Notary Public in and for the State of Washington Notary(Print) r IVlyappolntment expires: F .. . : J T?ated: ,W,f - REPRESENTATIVE FORM OF A CKNO WLED GMENT ;' ✓J" Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING I certify that I know or have satisfactory evidence that _ signed this instrumentODII u,u I {'. 'r stated that helstle/they waslwere authorized to execute the instrument and acknowledged it as the and r of to be the free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument f , •4 I;. -Notary Public in and for the State of Washington f 14biary,(Print) My,ippoirttment expires: Dated: CORPORATE FMRM FAgg OWLEDGMENT Notary Seal must be withi►box STATE OF WASHINGTON,)SS " COUNTY OF V NG /,• yptl On this_ day of 19 OR,before me personally appeared .�1rd► �• qho� .W. to me kno«n t, be (� of the corporation that Q�' f.. ��""'•F executett the within instrument,and acknowledge the said instrument to be the free R�TiR`•,, and voluntary act and deed of said corporation,for the uses and purposes therein ���o tr f•, mentioned,and each on oath stated that he/she was authorized to execute said +` QTAR1 101:re,= instrument and that the seal affixed is thc:corporate seal of said corporation 1,• . +or- Notary Public in and for the State of Washington ti%y�'pf b1As�` Notary(Print) $rQa(�9,�t�-�SVO '''•off��f f,ao"'"� My appointment expires: Dated: Qj-2,3 •�t� I i IFORMS\KCRECORDIBOS DOC\bh Pagc 2 CIibPDF-www.fastioxom j — EXHIBIT A t PROJ'CT CLOSING #4 Final Cost Data % FINAL COST DATA AND INVENTORY and Inventory sumcr. CITY PROJECT NUMBERS. WTR- r WWP- Highland Cou>:t, Y SWP- Namc of project_...: TRO- T'' s' ✓ TED- CityofRenton FROM W. H. Hughes Co., Inc. Plan Review Section 15220 rpdar C:rnvte Rd- v PlanningBuildmg/PublicWorks Tcisanuah. WA 98027 200 Mill Avenue South Aenton,WA 99055 DATE �q q Per the request of the Clty of.Renton,the following information is fumished concerning final costs for,=improvements installed for the above referet cedpp ect. WATER SYSTEM CONSTRUCTION COSTSr, % -.- .f i Length Size Type 1 4 5 L-F.of 8 ter ATERMAIN J j 1 3 7 L F.oC 4 " WA TERMAIN j L.F.of WATERMAIN L F.of WATERMAIN r . cn 1 EACH of 8 GATE VALVES EACH of 6 GATE VALVES 3 EACH of 4 t GATE VALVES 1 EACH of X FIRE HYDRANT ASSEMBLIES S O (Cost of Fire Hydrants must be listed separately) $ c'v (Include Engineering and Sales Tax if applicable S TOTAL COST FOR WATER SYSTEM $ f SAN TF_M. RA Length Size Type Length Size Type o gt g 370 L.F.of . Ft w r`_90 0 SEWERMAIN L.F.o O L f Ff of / ;' SEWER MAIN L.F.L.F,of " TORM LINE , L.F,of -.SEWER MAIN L F.of STORM LINE ,� r O _�_ EA of S4... ©IAMETERXArt.HOLES EA of RM INLET1OUftET N EA of _b[�AIviElFli,lvt�NtlbI ES " EA of STOR t':HBASIN 1 / (i ncludrng Engineering and Sales Tax.`".._.• '' > ,% EA o STORM CAT ' if applicable) ;' S, :�� ....,- (including g and Sales Tax TOTAL COST FOR SANUARY SEWER SYSTEM S ',' if app e) S +-' ALCOSTFOR STORM DRAINAGE SYSTEM $ STREET IMPROVEMENTS (Including Curb,Gutter,Sid As ewals ph tll 1i*avemant and Strcct Lighting) rnrh IMittpr{Si Ar wal le IP—A _ SIGNALIZATION (Includiiii'Eng Design Costs,City Permit Fees,WA St Sales Tax) STREET LIGHTING. (Including Eng Design Costs.City Ptrw Fees;WA St Sales Tax) 3 Street i,ightsp ar Print signatory name {,. day phone# f—tIS(GNATURE) forms/COSTDA72 DOC(bh (St Vary must be authonzed agent or owner of subject development) CIibPDF-www.fastio.com