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Home My WebLink AboutLUA99-039 „ © CITY OF RENTON _ �, T r� -.71 • ;,;.�%� �� Planning/Building/Public Works 4- a c'f�,1a * 1055 South Grady Way - Renton Washington 98055 W ; JUN i 1'9 8 i'tr - 0 3 0 5 cc cc (1p * a ,i I'B METER * ADDRESS SERVICE REQUESTED • A 7204266 U.S. POSTAGE .w 05 12 99 PDM PRESORTED SEA IA 981 33457C-0185-0C 1....1 TRUS GARY L+PAXINE D 904093 8442 1CTH AVE cE REPTCN WA 96056 rHT _ 6^06/ i --11 . ievt._ A`DDRESS :` _ Nnr 91 , m cn 1Rpijo:SE VER• - . aVW y �ev 7 11►1,11„1.11„„111„1,1„,",,,himiLlutom,i,13,11,1 m sav �45 4 -f .w 0 © CITY OF RENTON ' �P.'P E =i r4<` ru Planning/Building/Public Works p m E'�� 1 Jt.�IIIN t '9 9 - !'giRis"r 1055 South Grady Way - Renton Washington 98055 /. 9Q ' •-••�'', ADDRESS SERVICE REQUESTED 726426E u.>:. STAGE E \ °1111111 -- Iwor fo NOT DELIVEP,gc;L ,,, ' As ADDRc.. "h,`.....':LE 70 FORWARC 334570-0202-09 <y HENRY ICUSE BUILDERS LLC 8398CC : _ 271 S 7TH AVE STE 25 SEQUIM WA 98382 se,mz-sor.owsza. 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' . 4: • 1 . .:1 r m • A* :i 1 i ----- 73 d P 72 i 365 V. - ..•;:.• lai P a:e •-..er zor,6-111.4-.w_iir- " *. i -.. ;- -6 i, tp.,. .:..'6 i .. ... . , ii : .....t.i.M'T .':1:04:1...'.. . 3 v...7.., 1 .:•• . . . 0 i C. D. 11 I L AN•S li_64AN I—-•...— 4•13.44•• 74 I 73 Z. N. 33RD Pl- ' A ,,,Ail 't. : i.:1••• q 411 I, . 1 • Lk 111 ".7.131." A''71 ''.: '- ." ICA.4 A • '''—i" '''' -CfAitE 1”--Wil-S46 I a...J.__ . •••-. • - % p CITY OF RENTON .-._,,1-..v__._._.,, ..0 Planning/Building/Public Works ►-- V 'i } 1055 South Grady Way - Renton Washington 98055 w r; ; = U ,3 Q 5 ccy ADDRESS SERVICE REQUESTED 0 44 it4 99 F C P PLESORTED SEA VA 9 * rnrn��V1 TAUS GARy 8442 1OTH 6 AVE $ NE C 151 RENTON WA 9C4Cc? 9 C�� CH "'°; jfli f G 6/ ESS m h Try SENDER `�49 A ''‘.74 11,111kili l,i„I,llililitillii I,1i1iiiiiitiIlu„lllt,iiii,liiilil„1i1i11„if dER WHEN CALLING FOR PROPER FILE IDENTIFICATION L(;A /IIPI. LT D MARSHALL PRELIMINARY SHORT PLAT PORTICHN OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON END. BRASS DISC IN CONCRETE IN MONUMENT CASE AT SE Both STREET AND 116th AVE. NE. CITY OF RENTON CONTROL POINT No. 1893. ,g �� '— -��.. "��(p �� • '!' oy. I�' ,,id:liTty'-3 1'•y.1/• ', i 33t5700185 I 3345700182 I j '* /� ' C I c L 21/inu7Y FASEME . 35'UTILI .SEMLNT i • ;..'�7t!'Y„ ,II �1 .. N68T0'20 __ 29i6.43' 1T0 �� '"EEE• �'ww _ 80 WIWIgr-TWI ::Lei LINCOLN - - STORM.YSTEM 216� f/W7.'1 a AREA 164 .� z n'- I LOT 1- /t-50/BUFFS' 3165 sye A': S „f}+ =4 S.?-20 sr. _ I—--I 1 ) ADDITIONAL \60 , T L Y. J41T _ 7 i � 1 x-- •• m_ J 7i PR•.OfiE0 I lie " ' - o e T• L i ; . J LOT 2 w �21.793 EBo....... w 2 .� -��5p• R4 - ill -IF , A Te VICINITY MAP I t�� 9 --.-1 ed LOT 7 -% iT Q N N.T.S. l ,r'. I -_ 2 •9J 9/ r� ; LOT A t��.� — _ _1-247! e SHORT PLAT LEGE D j ja i 0,n 4,554 SF �9•-, f _ _ —— w TOTAL AREA OF SHORT PLAT- 1.73 AC. 4 z L __I I PROPOSED BUFFER ZONING: R-8 ,u1 . ' . - O1 PROPOSED NUMBER OF LOTS = 8 ® T -"4 LOT 6 '"' PROPOSED AREA OF EACH S•T: ,o .J 1Q8J2 SF —,m 4 3, Z LOT 1 = 5,220 S . _ _ ��{.,•i' LOT 3= 4,554 S A�DRIVEWAY '..1• -LOT 4 I �_ sU5 ar 2�" / LOT 4 = 6,014 S �6'1/f4-J BUFFER LOT 5 = 10,797 .E ` _—__// -� Let LOT 6 = 10,832 E 1 ,.VAffi _ .+1 10,797 SF 1 c LOT 7= 11,693 'F 1 __' - . i% LOT 8= 21,793 .F —— — \ _ __ TOTAL AREA OF EXISTING BU DINGS= 2,031 SF I I r — — w'oc •TOTAL AREA IN PUBLIC SIRE TS= 0 4i70023`5 e Sr2r'r ` 296.40'� %OF PLAT IN PUBLIC STREE S = 0 I I -' EXISTING 10'ESMT TO 579�4'44 E• I I 6'ACCESS&$ BE RELINQUISHED 165894' UTILITY EASEMENT 334'.i74107?% I TRACT A 3345700215 PRELL.WiTZ SY. END. BRASS PLUG IN CONCRETE IN MONUMENT CASE AT SE 88th STREET SURVEY NOTES AND 118th AVE. NE • CITY OF RENTON CONTROL 1. INSTRUMENT. USING A PENTAX PTS-V3 THREE SECOND TOTAL POINT No. 1835. STATION 117TH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY MAC 332-130. THE CLOSURES ALSO EXCEED TILE MINIMUM STANDARDS AS SET FORTH BY THE CITY OF RRNTON. 2. THE LEGAL DESCRIPTION AS SHOWN HEREON IS AS PROVIDED BY DECLARATION OF COVENANT: TRANSNATION TITLE INSURANCE COMPANY UNDER THEIR POLICY NUMBER 3111089, DATED JUNE 12, 1998. THE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT, IN 3. REFERENCE IS MADE TO THE FOLLOWING RECORDS OF SURVEY RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION, WHICH WERE USED TO C •ULATE AND/OR ASCERTAIN THE BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BOUNDARY AS SHOWN HE' ON... BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS THE PLAT OF C.D. HILLY S LAKE WASHINGTON GARDEN OF . SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE EDEN, ADDITION TO SEATT , DIVISION No. 7. LOTS, OR OF ANY SUBDIVISIONS THEREOF. THE COVENANT SHALL VOLUME 16 OF PLATS, PAC 18. RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. RO.S. BOOK 120, PAGE 10. (A-B) R.O.S. BOOK 97, PAGE 153 RO.S. BOOK 63, PAGE 217 NOTE: CITY OF RENTON CONTROL ETWORK NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN PROPERTY OWNER ON THIS SHORT PLAT. THE OWNERS OF LOTS 2&3 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP DOLORES MARSHALL AND MAINTENANCE OF THE PRIVATE ACCESS&UTILITY 11414 164TH AVE. S.E. SPACE EASEMENT. MAINTENANCE COST SHALL BE SHARED EQUALLY. RENTON, WA 98059 PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. (SIGNATURE) (DATE) ACKNOWLEDGMENT LEGAL DESCRIPTION STATE OF WASHINGTON SS. LOT 7 IN BLOCK 4 OF C.D. HILLMAN'S LAKE LEGEND COUNTY OF KING WASHINGTON GARDEN OF EDEN ADDITION TO I CERTIFY THAT I KNOW OR H VE SATISFACTORY EVIDENCE THE CITY OF SEA THE DIVISION NO. 7, AS PER • FOUND MONUMENT THAT noroFS�aMStl AI l(1 IS THE PERSON WHO PLAT RECORDED IN VOLUME 16 OF PLATS, APPEARED BEFORE ME, AND S D PERSON ACKNOWLEDGED PAGE 18, RECORDS OF KING COUNTY; ® SANITARY SEWER MANHOLE THAT HE SIGNED THIS INSTRUM:NT AND ACKNOWLEDGED IT SITUATE IN THE CITY OF RENTON, COUNTY OF -_SANITARY SEVER LINE TO BE HIS FREE AND VOLUN TA'Y ACT FOR THE USES AND KING, STATE OF WASHINGTON. PURPOSES MENTIONED IN THE I STRUMENT. ilk TREE BENCHMARK DATED: DEVELOPER ENGINEER UTILITY POE BASIS OF BEARING: SIGNATURE) CHAMBORD DEVELOPMENT NAD BEARIN1983/9G BASED ON HOLDING LAVERN POSTON AASi51DE CONSULTANTS,INC. 3X FIRE HYDRANT BBETWBEEEN CITY FNRENTON CONTROL 31591 W. MORRISON CT. ALIEN RAINIERLANG P.E. WM WATER METER POINTS No. 1835 AND 1893. TLE CARNATION, WA 98014 I BID. N. o VERTICAL DATUM: Y APPOINTMENT (425)333-6998 ISSAQUAH, WA 98027 WATER VALVE NAVD 1988; BASED ON HOLDING THE APPROVALS :XPIRES (425)392-5351 ELEVATION OF 326.65 FEET FOR CITY CITY OF RENTON 0 CATCH BASIN OF'RENTON CONTROL POINT Na 1835. CLIENT: KING COUNTY Is.z1.-vrr,r2F-."'( CITY OF R.ENTON APPROVED CHAMBORD c Ru g I ADMINISTRATOR OF RUBLI WORKS G �1.i'•4.i APPROVED DEVELOPMENT �:,• b4.T A S S E_- - PRELIMINARY SHORT PLAT APPROVED. '915 , / ' MARSHALL SHORT PLAT ADMINISTRATOR OF .UILDING 1t0,,,e' /( EASTSIDE CONSULTANTS. INC. I °'+c aYro i DESIGNED LG DATE 1/99 JOB NUMBER 98148 APPROVED: ENGINEERS-SURVEYORS 416 RAINIER BLVD. N. EXPIRES 8/21/±_. DRAWN LG / 1•_40'HORZ ADMINISTRATOR OF PLANNING PHONE(20E0392-5361 LSAQUAK WASHINGTON 98027 7.'7 777.7 CHECKED SCALE N/A VERT SHEET 1 OF I 457W w32"24"5 RENTON a.,.r.r.....,-.4-4==-. ,I t j-..4•17.'•- . .F......4;.C. ---2 ,4 1,•....., RENTON E1232-24-5 457E ----------------------,,. 0 . .v 0 El: I'• 0 0 . ii 'Op] 1 -----_-.-- "..- '290 Ss 'II jilA ; tfil; . sr . .iill 1 - '‘'.:•-'411 i r....,......... . ..- 1 . 1 i ,!..-7AL- .'*\ •:-•- ''• : riasa------ 't. 0 J . t5 SO' .i i'i,Sms•O •C•, 5D. Hi.! AN!S1 5_,.._: g4'."--",----.. -1,5,77'-it------:-'''''''...--''''' 'I'll .., . z o ••• , . po ,/- ./.•‘.6 \-....4i Nll•il i4.ii4 '4 a - dd : k l3 . 71 aik rI ,. ,:r.1k _ .WAS I N EsTIs71 0 b. ' 1 . i I •• 't• (b) *14.*'s f. /••-. --br J ,,, 9 2 • • • il-L 1_ .__ ,. ' -01 ", •:%, ' •S6' •'''''='". + ...,.... ...,.kw!:or E, ' ro ti 0 Q. II \....... :. 2 • 9 1 - vii_ i. o .-w - ; , ,,.. SE-114711.---STT ...,- '- '''"-'-* ••,..0•r- €1. 't,v.s;•...'" •- 1 'ow't Lot 2 . ;,• 89 '"- ,"• ID 17j"LT142.5.1" AM • , '..1 GA Vitt t,44, E, N. I 32 00 Acres 85 i---;,,A;; .,!,_ . ``,......#1.-1)7711---11-t, 1_1414N 8- _ ,A; „. / __,.., p..r.::: • I . ________ __--21.7,77 7 v 15 fie.• 17 ti ft, . 104 Va 1 -if-r-,ll'5 1-- .3 3 / ,3 ..... .. .,.._ ?'.-_,.. -- .---- --''' " I -,4V ,I I' .40,*.-: --7-."----703. --„ .- 1. . •.... __ .... ,.....,-••• ,,,, ,sLE 4p_s4E -•- 01' ' . T.: LAtE. WA_S6 1..N-- frN il ---• - - --- e - '' 6 5 i .,...... .. _ _,..,..........0 _ i .01 ..71-..:1:,,JK. 0::-.T,P'.° 71-Tr' "' A _i . - e 7 42 sr • g.- ,t't.. . _ N s MTH ,•:.S..,ST..-_-_- ••••,` "' i „, . - s- •7 _. i 1 Z 4 i•7 c/IN utillimEam..,8,up. 4 ...2„ 0-22 • 94: ---'4' * . -4,•;••.. •• • ••S7. ' '''' l''.3•''s.''.''r-.."....,; '‘'',. .Argr 4,'Citit0,-i. I ' ,,;/ 2, .•0,1 ...).,,, '.iIA:,,EN 46 c-r 4g4f,t .Pi_'ea, ,,,, 4 .2 ........• --_,-- i-,• - 1,,,,.0 1 ,,,,. il, .5, • . . -,-, r........-; 7 13 6 II •,."!„-',.:_r...-a 'R., MN'. ____.,..P...,,,...7-,,, Id " . At. \ , , t'..,.. r ' . -tft .° ve. ;A. . • , ,S f 'Ws ..,,,.. i 117: ; 4 ''71-.r--ag 17,',grip7),...141X3 5--itTit -.*-96-- . • , ..''`,',C? ?•'.-.•-,,.;; i i io;4:-/IC.NLOWNEFH jr4••• /'- -•"6----:-,'' '•1; ;;TH .r.4,•trn".• 0, ,,,.......1 ,.., r.l. • 'It I d . ' . -....7 ' .T' Vkir•"rn.r A- ..,,97,-,1-9-1--r. p, .4 ------- 00 :•1 9 :I -•.'S I,:•,' a; : . •,,,NPI,J A pD• ,.•••••• . ;; , ; 5 43. / '.?---- '.. .r./' L . • - IR 1 • --.,v •- -i• 96 Z• 11 ...., .',.! , 6 1 ., '-7.. -ci .; ' ' '....,...-- All...21-.-'' 3- • 7" -.....'"' , 2.5 36TN ST s •• , 'fi p:..',.,a s I Beni SI •• t ..-- -! 4:1 m'all", ''' tin .141.'".1•41111 Eli 1.,-.';11:11111 4'.","• -4,,N:._, ri,11.41..1'Ili; . ' s " is - N .36TH,„ ST .s_b••-0-1' ..i.'1, .13. . .i 70 71 l'--,.11.'-'11-;r i.L. 1-•" '1"4"1 L- " 7:-' - jilat' !:16Ig- i At s ... i 4•'„ t , I-A.'la.-::tys..,.. 11---.•-n-ine,•t. •. , ,. ____.,tv„ ,. .... ,_ - ...,,.._ --'- 4 c4:,, --''':'-;.•- ii : : ill ! N 351-11 ST. ' --L4,,,g,,I7g 45 eg5.. 1 :Int x • .:-... 1L...... 1.1_, .g. ... . . ',' .?--u ---174-If.'174, . 15' - ssi->- .1 ? 73 72 i*i ••,__ ___..• ...-4.1 GI q 8:..m, . .r. ,,.. . • tt, 'T-,';'.7-..'"4''°-1 ' '''.-.- I C. D., HILLMAN'S ' l'' .1 ll- ,. b C. Ds -4-1 LL.4AN • : •i• MilEarilTAPSICEt14411117:01 1 WIZ. . 1' 'z' \ gg .ire i !1 j i 1 i allairaiigitikiliniiMig •:•', 4 1 Al ''' z ?4, ••• 74 -...,,I 75 ; g. .. N. ,331i0 PL. S - .4.,, :•;,i,;•.;,„;, :,,, I---6- it ''. -L-Ait-E --WA-SI-1 I q 8 rcrte--- CAKE I WAS H I N 811-0N- 1 7`ft.-4?1,:.A.!•15-'1 Ar,:1•111-! -1401§, 1 # • '',• 4 "'" it ''" - - .- -- k li'.-061;"taaltii-.11-icire ':-,'''' .-11:b. ;1,.„ fill 1 , I . „ ,,. , , , ..P N. 33N0 ST. S. ., f.k 4 ,5 • . 1. • 1. GARDEN OF EDEN ' P, 7 b 6111 - t4111611Weli:4ViLlia:1,'.: . ''...'-.,i:i',... '.';T,-7, i7 .%tii____ , , GARDEN OF EDEN, 77 76 a . 364 367 371iIJ = ."ti Xtr!-I 'fi rfrtife427'116,411R"1..191 71:'• .al- rP-i i '' ‘-l\tk ..i a i tt I..- hile:: 1 i ; ....z.,„, DIV SION N9 !CA riC1-319F1:819FW,i 9440;1109,0h444, 'AI S I I 1.,' -,,, S I ON N 2 I 6 it 1:'.1g•" N'le'iiilLiii"e:tifiele41[74 - --' :*`-` ' ' \ -- " - ; -- • .•- ---• -1-1. , ii: 17,.. N 31 ST ST . 1 ir 38: r; If c_REE 14111.4011..,.. . ' urn. ..sr. .• it.•• 77--•-•14°-• 3c,", 1,. , 944. j . • ..a '''''' me li.ailatilligkela7A4ia".'71,650E3'1 itil-i RI \ ! MN c.: , 1. 44-':•/ •• ••• • •'''''''• .., '',. iilaillaiiMilkillii9PV_UN9r.317. 1 1 0 ' - . 44,..... le- ''','4•4 -14..s . , .... 111. ! T N. 29714 _St . • " 40 4. 44E \ ‘ - I or-0_", ..;:, tx-.... =norm r- 3/ .V. 3.171.1 3 I: MMES. 0. ..imo, . ii 11 ii .:V1.14.6. •tiJ••I••AC#11;100:311;" -.- -4 w ''' 1 k i 4 ' .... -.-:' .'' ' "..' --1 --- , 'It.' ' -- .. Me'1,•t. #6 1. -t411°I P I 148 11111.".-10 ' '.' 369 A, iiiii-64iiiklitillit P 1-rifuL3"J: ",,_1 ....:4-4,F.,-,,1 i,- :r i i 1 - ,-• .6,. L,.. N 2STN PL. 45 I,.144:.rcigeki II ...•••••.,,,• it=1.r.. I la Ida es 11' • .ft, ' - X,A2 F . WILMA ,' : : ' - 18.1' i a .„ °•\_ ,Ail.til'ilt.J."!°itci)if../1/ 1-"It'"!.1 • F . . :" ./' ."i ' r- \s;\L ATOiS OP SIATTLE MA..IN ................ F.:-..7=-- ----=.. ki 17.:. - t•-•'' -="--. e K t_Thik°00?,FJ,E1,',7.1E,LE -I MOSS.MI OCOMMIST.M......rfla ...I...7.. .!,7 ,77777:7 .:, ........... ......=.......7........:.=............. /Mt+11111..••r, COIWOOKT••CO_M. ....*-_ 00 _ If 1la'1 MARSHALL PRELIMIN^RY SHORT PLAT F PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST WM. e 'Z -C-Y--0F-RENTON W S Iy I 00185 I I MD BRASS DISC IN I a O ��e .I_ --__— I O7, CASE ATSE BOLbIN N STREET a .y I_ -_ _ _ I q. AND 116(5 AVE NE lF ,I I I- 1893 �. CITY OF RENON CONTROL POINA BA L�2"ALDER _/ 160 \ IP A --i 2 AtD®. NeBYB'20•w r oo I +- 3345700/82 Xi Q LINCOLN PL E-• _ - ---e---- _ 1 �1 �� I FF��11 c , —-......./"."---——r I_ 1.1\''' t—Bo•BUFFER -'C3 fly EX CB TYPE I � _ 1 / 1_31•IYAPLES - --- 1 ' / I 3163 SE ' o K(Nf 6232 s \ ADgMW AL IE.16304 I.F - "MAPLES 3-e JIMMY - -- 1 I I ` / \ eurTCR �. 11 I I. -- 2-10"ALDERS — — - r \ • SURVEY NOTES 16055 �,—- \C zzz��e ALDERS 1 DISTRUmearr. USING A PENTAX PTS-V3 THREE SECOND TOTAL 1 _ STATION LATH RESULTING CLOSURES EXCEEDING THE MINIMUM 0 ` ACCURACY STANDARDS AS SET PORTH BY NAC 332-130.ME _ J1-1 _ 1 Iry-��REDUCED 1` XI1 O BO�1 t6•MARE APLES CLOSURES ALSO EXCEED ME MINIMUM STANDARDS AS SET w O / 1I $ le 1 1 1 1 2 THE LEGRTH AL DESCLRmOON AASSN.SHOH.H HEREON Ls AS PROVIDED BY EZE-L / (� II"RIDER 1 y-J NUMBER 311,OBB DATEDOJ E 12. 988 UNDER THEM POLICY •�� '1 //(/\ `�\ I `.61,.cI�R SJ 1 3 REFERENCE IS MADE T'1 THE POLLOWINO RECORDS OF SURVEY �FyY 3345700220 l / 1 \ ' / { 2_B"MAPLES DARBY SOR TO ER HEREO�TE AND/OR ASCERTAIN ME U (1'A I1 I ` I I WJ-12•ALDERS I THE PLAT OF CD HRDYA)TS LAKE WASHINGTON GARDEN OF ®EN.ADDITION TO SEATTE DIVISION Na J. � I S 1 1 4-MAPLE n VOLUME 18 OF PLATS.PAGE 1B\'/ 1 I Y RO.S.BOOK 87 PAGE TS (A-B) 1( • �- Il / 1 \ \ —50'EtA ER lam RO.S.BOOX B>,PACE 153\ - ROS F 00 83,PAGE 21> A 1 N\ t \ \ iClIY OF RENTON CONTROL HETIIORX v \y it in- I \IEO_ \ ..� � � \ 16•Y u II ur 2 �I 1 e EARS�d \ e --( EX. 1 TYPE I 2 \ \ ` 4 RIY-Iex2e Ii IE a)-IM13 I �',, b �1BE « uxRL, , LEGEND I �f X(H)�t>9 I3 111 I I 1!• 'Dw \ \ Q e DECIDUOUS TREE y a. I�I I I QI I i AR\ a^� \, \ p.'ME 1 • CONIFEROUS TREE +' I/0� w VJ ,I 4 _ I V I - , • _ • $ I MARE \ DROWSED BUFFER \ 1 NOTE' DIE ONLY AO UMITIES PPROXIMAIE S OTHER I ❑ CATCH BASIN I I I � — I . ALONG THIS PPROOPOSED ALIGNMENT. IX FIRE HYDRANT ElIX //\J _ 1 \ \ IT SHALL BE THE CONTRACTOR AND/ - ` OR OWNERS RESPONSIBILITY TO DG WATER VALVE / 3 I .�a�2 \ 9e VERIFY THE SIZE TYPE LOCADQV AND 'J �1 / 16-MAPLE-- \ \\ 21" 1 DEPDI OF ALL EXISONG UM IDES =W-WATER LINE PRIOR TO STARTING CQVSIRUCDOV RCBN Bofors YOU Dig •- BARB IMRE FENCE -� \ \ \ w r. I 1-800-424-5555 _..______)1-- CE 2-r AEIROCE ) 2-2z" s ar6Ylwr; Iz•CEDAR 3S"RARE GRAPHIC SCALE j 3: \ 32•MAPLE - --- I WEER1R01K EX CB TYPE I N:.193.60 1 \_ \J ' 14rCM MA BRASS PLUG IN loco-PO 1 B. RYA 912, I ^A 33500235 M PARE _ - BEAING\ 1�1'E NAND 1588,BASED ON HOLDING ME .1, T858B1• ELEVATION OF 328.85 FEET FOR CITY 60'R.O.W. Ala 3345700217 OF RENTON CONTROL POINT No.1835. 3 /� I I 33457002/6 I TRACT A 0 3 1 S' 1 i I . I G ':a.'fir TOCITY CHECKED FOR COMPLIANCE To aTY STANDARDS ENGINEERS - SURVEYORS BY DATE- / h/� J.S.AMES A ASSOC BY DATE_ EASTSIDE CONSUL T/�NTS. INC. a'""° �'71-' SEPIEUBOESR`SS`i 96:Y PH4e 4,6 RAVER Si VD M AOCIAM2 WA E.TOM S enIMOTOM Man " `IRi'•: „�T.. g BY DATE_ TALLIII • co 1-1 II'7'w MARSHALL PRE IMINARY S!'C"' �q ! �� I'OH IION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. 1 4Prig , e W RENTON PAgli=„/ � X f1. I �: yl I 33,5]OOIBS I I 1Ji! L ' r 9 1--1 W yY I�F \ I y CND.BRASS DISC w Ifr�� v+ I'3 du iitt:\ .L ` CONCRETE IX YONUI®:Ts. W ^ \ 1 --\—_— I \ CASE AT SE BON STREETNTRI`TI •Y W _ AND IIBtb AVE ME a\ 1.y ,Eyh CRY OF RENIDN CONTROL 1 A 9 — � �' I I �, POINT No.1B0.A • EN ,A I• 20'UIIUTY EAglpli A M :„...,64 _ r _ p ? 3345TW1B2 O LINCOLN PL E 3 �,! % ,55 )� -1 n/ - — - -i - 1 Id > `� :1- __1, 0 L:�_- --I __11- 1 '� 1 i VICINITY MAP 0 \ s, .: -IZ-it I` LOT-1" - _1_ —� 1 II I.. 1 f-6D'BUTTEE I t3 U .. ,. '. �I■\ 1 asap s _I 11 I 1 - :°°�" TABLE OF CONTENTS --— 1 s -I —— 1 � \\ BD TR g -- L___ --aI f \ _ ✓ TITLE PAGE 1 I .lc ~--v _ BD _�65EA1EtllH- L,l0 SF , W D BLIFFEP� _ I I REDUCED ` / ' COMPOSITE UTILITY PLAN 2 Z I ( SI - 1 1 GRADING PLAN 3 L F. / \ I i I Ina s� \ ROAD PROFILES 4a y {{ 2 -1, / „a, ROAD PROFILES 4b F Fr 3345700220 ".� -1 i� I LOT 4,592 S I I I\ \ 'A/ .� Gz7 at 11' - I j 1 L-—1 \ I E DRAINAGE CONTROL PLAN 5 U D �'r ; t `�I\ I I Ao u DRAINAGE CONTROL DETAILS & NOTES 8 II L-- -J '�� TESC PLAN 7 } d t r je g TESC DETAILS & NOTES 8 q 3 I °0h LOT \ TREE RETENTION PLAN 9 h q } I �I ffi -- • I' \.enT a 2� SEWER PLAN 10 '�� t A OFF-SITE SEWER PLAN & PROFILE 11a R'4+1 / Is I I "\ I \ OFF-SITE SEWER PLAN & PROFILE lib till �t / r LOT 3-r- \' " 1 L———— — mr- \ ® 1 �'� /! ssAs I \. \ T 1 Ir 1 I IU LF ' I 16 ` \� PPS NOTE: THE EXISTING UTLITES AS SHOWN LEGAL DESCRIPTION /�2 12 1 > L-----J \ 1 \ --�_,if,� y�\\ i ARE ONLY APPROXIMATE. OTHER STING UTILITIES MAY EJOST LOT)IN BLOCK X OF CD.NIIYANY LANE � -- • I \ 0 ALONG THIS PROPOSED ALIGNMENT WASIINGTON GARDEN Of EDEN ADO TION TO • I - I r -_ I NiOT 6 \ _ g IT SHALL BE THE ca+mACTOR AND/ DIE CITY a sEATiLE DIVISION No.1.AS OR OWNERS RESPONSIBILITY TO PER PLAT RECORDED IN VOLUME 16 OF PLATS. \yPACE 1B.RECORDS Of KING LWNTY; F, ! / -I . I v n I t , 1\ 1D.652 SF \ VERIFY ME SIZE TYPE LOCATION AND a I 4 r I I \ \ I DEPTH OF ALL EXISTING UTILITIES SITUATE 0 THE CITY Of RENTOH,C000TY OF / - ' I 'Iv' . I PRIOR TO STARTING CONSTRUCTION NINC.STATE OF WASHINCTpl. ��I �� — - _r �t I 1 — Call azi sas'Ms°�a 11Y s O--WAY I O ff; 1 . --1 .D5 ff.-- GRAPHIC scale • i 3 \ r L----'�' : I LOT 5 I. Wm' / 1 1I 1.mR �� 6n2 s< I'\ 111 MA BRAS PLUG w 1 RETE IX MONUMENNT M T )- ° a. . I ,, AT SE BBIA STREET 1 be6.8D R ).r91_IA Ii RIYA / L9 / \ Cl1Y OF�RENTUN CONTROL C 1! _1. T__ __ I } /irgl: Fowr xR 1E45 BENCHMARK W -- ,��. 1 \ ——--I BASIS OF BEARING. E�j SBBDn'»t 1- - 1B�L NAD 1663/91. BASED ON IN_11DDIG 3345700235 b I" 4J -, THE BEARING OF�j IN.IB '� BETWEEN!CRY O£RENTON CONTROL vuro \ V2 \ SXn71'Nx POUTS No.1R36 AND IBBS.'2B'ACCESS A .t DASD.10'EDIT TO ,B 1BSBW' N nBB;VERTICAL ANAS6T)ON HOIDIXC THE IL It ��' I BO'R.OW. I' UMIry EASEKNT ro3345700216 IXµ 0'POEI33/510 0 21) 7174:2... ySS ELEVATION Oi'32666 FEET FOR CRY J / TRACT A OF RENTON CONTROL POD?No.I1135. I I I I *'o" '6 0 CHECKED FOR COMPLIANCE I a_jp!re CM STANDARDS ENGINEERS - SURVEYORS 9O BY DATE • WI- REMANDS fIACGED BY J.S.ANDS a ASSOC BY DATE • AJMER v.19 II >AX.av9�AAn Ole EA >aU EAs.A>�>Ary �J`v SEPTEAKER 25, 996 B •A E S BY DATE_ rE ro14R. L- s -t. 1 11 j°'" MARSHALL PRELIMINARY SHORT PLAT E, z PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. W NTON f1. r 3345700185 ft / / Wo ',yII'aA I 3345700122 A I Lyl I f I I \ I .'J' FIR).BRASS DL4C fN rf, I M1T' MNCRETE p YONUYENT ... �i------ 'II ins,AT SE A BOLA STREET W E-1 11 '�. \ Iyp -'-\I I ,`yh CITY OF REN19N CONTROL W^ , 1111, /__ _ -� I I / POINT Na.IBB3 1 1 r-, I 10'UTILITY EA4LEN NEBYB't6-W / A W N ERSECDd J� in'4((� W INS _, �/ 1I __ 3315)00182 E 3165 X Y.S::,xsa3sv...f�:e ,3Os _ / , �, 1ate' a z.ILINCOLN PL E ;ft,` L ti tY'� ! awED� �l W %SW -cCr ' Ex CB r \ 1� ' .p -11 ..-OT��--L_i „i'' NRpH/ �� _� . W f a°'BUTTE I / r �•r: V /NI�IS2FT �- _ tf'NSS.D TIN�I_ — AF 630. �i/ ; 4�v ...:1-----'�L— _ I k/, T AL I i NEW FACE OF CURB TO Mu 1-�l - `�_ r-- r-=>-..._E6ff1EN]i Th ' 1'je " �� +' LINE to �"I }� I 3315)00220 y _ LOT�?� �I ilrit, i 4 a I � ,' ��-r65)MN I i I IA LL / _?,_/ / Iiii I-- LsD -- u ,,efe / a Ii,• I E 9ill \ c � f. of roI- i I t 1 1 \`F \ • , -,>. \A. LEGEND LOT 3 e P. tI1 INV !, FF-1)).0 MIN \ I__ _ I - w DECIDUOUS TREE •t ; I Io f 1 1 s l'" -- A � - � - r -----T • CONIFEROUS TREE i �i I . ;. N L----J I I \ �'- PROPOSED BUMF NOTE:ATMaEE a+ir Avv UTILITIES AS S OTHER1} ❑ CATCH BASIN r v �t }�% I I ."4 EXISRNG URURES MAY EXIST. / I 0 I I --, ly LOT6 I\ o LLsWG THIS PREvOSEdDRAC OREAHO/ 3F FIRE HYDRANT C Y / '� I Si _ \ fF.160.9,M \ OR ONNERS RESPONSIBILITY TO DG WATER VALVE 4 3 DEPTH THE ALL E TYPE LOCATION AND _N,- WATER LINE yI rim �1 / , a / LL - I \ \ • I z DEPiH Of ALL EXIS RNG UTILITIES _t ' ;Ae __./A-- . _ I I',L—\ \ 1 PRIOR TO 5otoro You Dig CONSTRUCTION BARB R1RE FENCE 11 1 n Nr�� 'L./ y-� ' Y 1-500-424-5555 9 SANITARY SERER MANHOLE s _ / -yor 4 r 7.-- - -t --_ 1 �2 \�' 1 Fr-T6[�MIN 1 / \ AaaTravgAL GRAPHIC SCALE S.SS 1 ,- FFA169.5 MIN I\ N `CONCRETE III R0 MD BRASS PLUG LNIRIF.MT �°' I m K(5)-TM J. �� ' 1 CASE AT SE Bsos STREET 1 - M1 � AND CITY OBIN NTO NE al,70-ata„ 1 i \ �" \ PoDHow 1636, H vx CONTROL BENCHMARK HRBSEC ACCO SAi!-'M2 l I NAD61863/BI:BAS6D ON NO:No:G.170 OF BEARDIG: 33.ST00235 I i [ M. \ L/.IG TITS BEARING OF M01�2'S0 6 .� \ \ N. IiJ \ / S7yB71'11� (NTS No IB35F RENION�CROL I. `UR ACCESS YYENT �a EnSnNL 10'EMIT ID \ ,,,ppB 165B.p1' RAID IBBB:ABASED ON HOLDE'AIII 1 80 RO.W. 3315)00216 BE/tEUNW15NED IS' 3315)0021) ayEIEVATION OF 326.65 FEETTY3 / TRACT A OF REMTDNWNIROL PoRVT B5. I I I I I `: L.4h OTED ARAPLIANCE ENGINEERS - SURVEYORS ( �� LO TO DIY STANDARDS OC OS BY DAIS 2h41I• AEILANOS FLAGGED BY J.S.AVES AA ASSOC. By DATE I gSFP1OADER 15,1998 .ILTAlafu 4a,r AA,..F.•76, A*OrO .11 By DATE- - F:M.:1:TiT4.1 F ••1-1 1�111°°R in MARSHALL PRE► IMIM A R Y S; GR7 FL A— PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M. --- - - - -- - - - - - - - -- ® TON --- - • a.a d, yt1 16; \I \ 3345200185 I y ^ , �� £ I ..... I ,V'C' CEND.BRASS DISC ONCRETE fN MONUMENT 1 In I \ - J CASE AT SE BON STREET 0 W I L t� . OE INERT �'I /�, AND oath AVE NE .426, —' ,`h C O..189 N CONTROL POINT A Z - I $ 33/5700182 J g . EASEMENT A �R CRON � 7 — __rvDB O]0 1 -- O 2 LINCOLN P4 �ta�Y YY,...0 ) W 1SlY�! ��A —- 1' r a I — — ' LIZ F�1 Rx�6fi 11E' ►V'�:1? `: •r� _ -Ir 4..." ,_____Ao eurai l' ly I tit iE(S)-I6111 0 N).,6111 ) � q� _► —I-- /1 I „65 SF I �' � --A —A� I \ GENERAL NOTES: 7 1_. _ '1 t J �✓ !! / % SITE AREA 75.601 Sr HEW FATE a CURB TO ��,�I �- 1-=-� _--r--- — «n s� y y W WORN AREA-m,'mo ff(o-sue) BE 32'FROM DOSING / + _ —� 1 I � / VOLUME OF CUT•9,300 Cr (y zy NEST CURB/PA YEMENT a 1 Q_ _r—— a _ I .J� w 11Elwr OF CUT•IZ000 TONS R.-� UNE / � _ _ _ I' _ / OESMIAID4 OF YAiER1Al: TO BE DETERMINED 'e// � a k \IllitipifI Lam\ '.t �_�Q B le \ y / ""�� i 1 I "� h �� / z 3315]90220 .F. • ,1 zL. __ ___,___i_47,\7._ , . ..,,,,,/ ,' 65 ic0) '.' ..4-1----NFT-17“‘,4,I. ,I9:4& aJ`eBE11 1 vjJ I( N)=l90 i,L \ L LEGEND 1 Q �0� 11 is- i �—— —Ifi \ DECIDUOUS TREE f11 IJ Qk4�7 ' 1 ��FF•tll0 161 .. _ ____„_\ 1 � _ . __ \ \f � lli I o G,i I } 1 • CONIFEROUS REE i E =I 0��', S:J P' L____J I 1\ \\ PRaRDSED alrsEN \ O CATCH BASIN / J '�lJpJp� 1 :/ �+-- _- \ --— W WI I Xt FIRE HYDRANT 1 / 4e�� 1 LOT 6 / R90 I� r —� ..,�'. I-\ R'•180.9VIM \ \\ - / W WA TER VALVE ri Q3 \ -W-WARER LINE r � � - - 1 L_A _"� � � V l -' BARB IMRE FENCE r _ -aetct// I'ZA'- I c _ ,40�4? N I / ' . I I r \\ - � .407777 ,\ �%. GRAPHIC SC• ALE • { �rY ` a•.1.a IOP-t9B.BO s.f93 y I 1 LOT-5 \ �i W 'i 1 Y As k. I END.BRASS PLUG fN '- pg p o"' `'\ _\'tBa.s M. . I l w Tor/ f(N).19Ti 1 9Ry_k y `A�1 CONCRETE(H YL STREET rma-r�9519 'K \��,V v � l ctse AT se XL srxaer t rw Y.m R. E(S).19,3 l 11.5�./ . . _ - \ \ / AND 1.-AVE 7. MRA9CC0WI 6,: O _ , POBITONa 1835N CONTINIL waa Ii ., ,,... > �\ BENCHMARK W O •, / /e/. - ROCKERY ,r'1 l- \ -_L-7:�� \ ▪ - � BASIS OF BEARING: HOLDING � ; G T� \ `� SBO9a'2BF \ \ rr `\ THE BEARING OF N0192'50-E S5 - 33/5100235 I - \ \ j POINTS CITY OF AND CONTROL \ a \ S1971'aa[ POINTS L DATUM AND I883 16589. VERTICAL DABAM ✓• I ` rWrYOEAASSErENT 'ib BE A6tw01A6rI[OT "' 3315]0021] ELEVATAM ION OPO326 65ED N HOLDING THE FEET FOR CITY 60'!taw I' 3345700216 I TRACT A OP RENTON CONTROL POINT Nu 1.'-. 6 I II I I 3,A1/4��L�pa H I R WO` MHO CHECKED FOR COMRUANCE •5F Eo n TO an STA NDARDS ENGINEERS - SURVEYORS "r:0,'" R 35G;,, 6.,NES A ASSOCBY DATEj'i EAIT�SIDE CONSUL It�VI9. INC. MISTAV i BY DAZE P.1 ml FAAaa2-1A111 AX/M-low — — a6 ," 1 �I* MARSHALL PRELIMINARY PLAT F W PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. - 6 Z a CITY OF RENTON W a a o 9 a w 0 o o 14 0 rN W CO . L0w PONT ELCY-19881 HIGH PONT ELEV-199.02 • › LOW PONT STA_0+0806 MOH PONT STA_w6v.a6 .i PM STA_ara5o PM STA-02A.00 £ PM CLEW_/.aeo PM ELL,-101.06 <n /� A�-12)] AD..--25.37 F U p• -202 _294 1 u I 25.00'VC 1 100.00'VC i ts& g B 8 8 WM Y 3g ag Sg g / pa y- y Ye ya _ OZ 514 WIT(' I Y W G W MY i96 �u.J/'RT. L, �m IE(wen)-r9teo P. e �Qj IE(E)_193..31,, —— Zro a 11 11 1.4=1 — - 115 LF IE.OPER•S-LA I E�SR N6 4WOITA,O g . V 1:4 Z '•-�- CB LT iWEt r60,, _\� STA 1E66.45 \\�� ?. RM=r]4.00 V a SSMH n C.,-, S�T4- \\ IE(Na.)-169.1C LB N TYPE 9 8 STA 1+06.60.20'RT. \e•P i)gp4 _ STA.k10.11 Nu-rvaD:(BATCH FIN.GRADE) \\ .rt a E OUT-190.0(S) \L g„_ RIM 20.24 t \ IE((5))-r5S5 CO) 1n 14,1 V�Ti \\\ K(E)-154.2r 175 i \\ ,SE \ CB 17 TYPE 1 _ 4 STA 3+42.97,,11.5'RT(PLAT RD) _ ?• RM=156.30 /i Q 1 �•I \`\_--. RTE 1� STAr3AN __ STA +3B.30.5.83'LT.(PLAT NO) J I RIM=155.86 Ml II IN-149.96(5) V 1 - — 1S IE OUT 149.86(w) i`iJ 9E 1 t ! DAMN ELEV MOAN ,I. $ .142 * 38 OIEd(ED FOR COMPLIANCE TO Ott STANDARDS US- A 0400 — Is00 2400 3+00 3+Ie27 BY DAIS 9 BY DATE 0 BY DAZE PRIVATE ROAD PROFILE BENCHMARK SCALES: HOR 1".20' OTY OF RENTON CONTROL POINT 11835 DATUM: OTY OF RENTON(NAM ea) VER 1"-10' ELEVATION: 326.65(FEET) 3/8 IN.BRONZE PLUG&PUNCH ON COW MOW N CASE,DN.1', SOUTHERLY&10' NES0ERLY 1 THE CONSTRUCTED INTERSECTION OF SE e9TH STREET a MIN AVC.0 SE. ih9 ENGINEERS - SURVEYORS C( F AlMiq —rdINSId 5 IK Pr66,1,10111f- 9� MARSHALL PRELIMINARY PLAT E. PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSH_IP 24 NORTH. RANGE-5-EAST,-W.-M.- - - - - - B z N CITY OF RENTON = T=o . a O x q qq W Q 1 1 ;gba A O 421 '1� E O▪ W 225 CO EA d Q y 50 i U W R(.)9599,e V ¢9i 200 gl ;N -- �+ LOW POINT CLEF-155.]J C PN STA=0+50 LOW POINT STA=1 13.22 g, _ ;r'n PN ELEV=159.29 PM STA- 1+00 6 i� i, O A.O. PIA ELEV=155.02 ¢g j �-i ,: 6 w K=¢." A.D.=11.87 �2 i,ER LIN - i I 40.00 VC I K=505 § G4 LIILCDLNi"£NEwE�° D : 60.00 VC O O c9 q T,PE, �ADEi i I ,y yz STA 1+6].AS,f0.1'Ri. STA 2+IS20,1.]8 RT. E95 ]5 L. ,G+ '��IX�) RIM=160.121 NATO/EX GRADE) F. E(S,NWE)f51.901(NRWY) KIN=11122(E) a 1L ,Wyy If DDT-r.d..2(..) - /- 175 STA O+b.SB,16 LT ! -' I.VM RBI=150.55 Id • LPl` cl ,,, IE(E&W)=152.09 a m STA 1+132, 0 RT W •- 0 F Ro" a°' j RRI= ) w STA 1+l31,1 a'LT(EMIT RO) IE(WeSE)=153.23 STA 5+1297,11 5'RT(MAT FM) �} i� ---6 E�12 ' W85) 152.5] . TYPE 11111.1� STA 2+39 93.211 RT. LINCOLN �� STA 0+23,53'RT.(E`T RD) � jam� �66 J2 RIM=160E10 y , •-ie1 z� —MIMI 103 LE 12'CFEP•0.5 ,�., IF(E) 158.90 130111pppCCC FROM VAULT / N. RI TO EX STORM SOU 'AST i II i - I I L IN LINCOLN AV£ M ULT fll �i'a o.L lx.�r Ljd / ME I8 TYPE I STA 2+1520,2.]8'RT.( COLN AVE) STA 3+38 .,5.8J'LT.(MAT RD) 9 _ - Ib V%--- STA I+J9.95.N.1'RT,((INICC.N) STA 0+02.]8.(EASEMENT-.AD) STA 1+21.3 (EASEMENT R0) ' •I - i 0 VT;0+2J,SJ'RT.((SIT RD) RIM-160.121(MATCH E•GRADE) -V� RIM 160.80 IE IN 11822(E) SE IN=11:96(5) E(E) 156.90 IE OUT-146.12(N) HE OUT=1 9.86(W) DAMN ELM/ i m00 - r'J' r 1 '25 -- 0+00 1+00 1+1210 @ UTILITY EASEMENT PROFILE 3 SCALES: HOR 1"+20' - - — te "e VER 1"=10' L 3900 2.00 - - 1+0D 0+00 BENCHMARK CNECLED FOR COMPLIANCE CITY OF RENTON CONRF9 POINT 1,8.35 TO CITY STANDARDS DATUM: CITY OF RENTON(NAM)BB) ELEVLINCOLN AVE. N.E. PROFILE BY DATE 3/8ALB 326.65(FEET) IN Wl.BRONZE MUG r WNW ON 5.0' MCN, BY DATE SCALES: HOR 1"-20' BY DATE— IN CASE,DN.1,LY NSTR CTEDERLY IN ERSE RESTER,of TFIE CONSTRUCTED INTERSECTION OF SE WIN STREET&116.AVENUE SE. I VER 1"-10' ML 4+0 ENGINEERS - SURVEYORS ss ^ EASTSIDE CONSULLg4V S. INC. o1,r, A, W,.,.341 .,.°°:9"°" »H19:N'",1;..11 FAA.T.T4. oo a ,I-W "i I ja'1" I MARSHALL PRELIMINARY SHORT PLAT E PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. e Z Z CITY OF RENTON W • - - -- - •oo .1 • a / N 3345700185 O t d,� Y I. \ I 3345700I8E J ll y� M CO/B TmE II CB t7 TYPE I y a e 1 f TA Ot J6.SH,1.6'41 SM STA 1+11.1,{.6'LT(ESYT RD) PIM BRASS DM IN ENT ti4 I I RIM=159.55 RIM 156.30 11.3'RT(MAT Rp) 15 CASE AT CONCRETE RI BOtLNWSTREEI' 5511A 2+0).{5.10.4 RT. ■�• 1_ _OE(Etw)=i5?09 - _� K(.t51 Y.I2.5] �, AND 110LR AVE NE s583(YAId EX om1 AII♦�I;'\ 3J LF 1Y av ———__ CITY OF RENTON CONTROL W Z W(SNtllE}151.9Of( a s., -/....00 ' J �'9 POINT No.1S9a. 0. O i� �Or ZD'UDIITY EASEMENT / ?� 3345700182 II O CD LINCOLN PL E 1 PS, �-: °Lf Lie eoa� y W — EX CBAiYPE I 'k. T ,grm/ \ -1 _I--L-OT\I....,: s.i52.61 , - 1_ -Iy .L W¶� /) "" �/ "'I U 32 -(S1-1622) 1;,�!�? [; -- 1 a�uzD 1"z sD �, -ae: A-1=11 \ / 1 IE(ro-192n IE-16Jw �/ /,c _ we •' �rssila�i'u 1 TA 012 4.{'( i I / /9UfiE� '! / /. i '�� IG(E)-1 ��. _ �I CIE(E):�5 �\ V,� I .' Y NEW FACE 0�CURB TO /1 I / t-�_-_-��c FASFYFNiL y IX!-_ Mph \ BE J2'fRpl EXISTING n �' Gi y Z NEST CURB/PAVFMENT i aAi y r -r- �'=QT 1 I / / / L 4� V O O I ! .. -__4 v 1_ t0T \ ® v� 1 , 3345700220 9 - �Fi 163� r Y. SL e� O0 1 W 53 u Ix � I IE aeil 1°9. / a• mo Lll I ! I I L--- J i 1 L\ -SD *. -- _- u i 0 r I 4 I , ;4 I I L�Tt \� -� 63 / u m h.lam. 61x18.3 ail 1I 2 I b - ,�11\TF-i71.6 I.1 fi,7 \ 't^ .6,,,;N -..( _ qx CB TYPE i ' \ i I .j IQ WI ' 1LOT - I \\* '1 —,__\ —,)A - LEGEND fli I= Q A FF-1nD 91w � - 1 ' e DECIDUOUS FREE FI ,O { I T\ • CONIFEROUS TREE 1 ' I y'I (� - I I _ 'PO I \� PROPOSED BUFFER NOTE:IHE EXISTING URUDES AS SH01tN 0 CATCH BASIN { L__-__-J \ •. \1/ ARE ONLY APPROXIYAIE OTHER I j: {\\ I EXISTING UDLIRES MAY EXIST. / I J ; gI _ ^ -- -- I �\ ` ALONG LIms#PROPOSED ALIGNMENT. ni FIRE HYDRANT / "i I �._ L 8 _ C IT SHALL BE THE CONTRACTORTAND/ _ / _ I �+' r --1 1 I RF-IB0.9'MNN OR OWNERS RESPONSIBILITY TO DG WATER VALVE yy VERIFY THE SIZE TYPE LOCATION AND j / , I _ I _ J I I\\ i o DEPTH Of ALL DOSING URlJ1K5 -W- WATER LINE __ 'IIA I -6' ' _ '-L[T PRIOR TO STARTING CONSTRUCTION 1 - L_ V 1 - Coll Bofors You Dju BARB MIRE FENCE AO oaMITwY .-.� i T- y • 1-800-424.5555 0 TYPE II CATCH BASIN _ I7./ I J`OT 1 r b5s !/,�- b_ FF-TBW J MN` / j ��\ [AMMO..e O . GRAPHIC SCALE R `-J RAPH IN MONUMENT 1 �� • MD BRASS PLUG IN _ EX GB I� Xli s� ;, r L---=�� '� {(y� i Lors �,\� '" aIM-I9129 .�-��,,. m f(N)191.I4 ' . ! .t 4i I I I CASNERA-T�SE MO STREET mow' 1M1 IE(5)-791.34 .4 - ..may.. ', , (g\/Q TYPE I / \ AND Ir=NE .. iX STA 4.&3 I5.J{'RT. ,JI ar9n-wux In :�. may_ g / �alo No IBM REx coNTTLo BENCHMARK 1....joriniffesiontatillmilr."-_- 3,� 11 LBASIS OF BEARING: „ i �% L �, \... NAD 1983/91:BASED ON BOLDING 3343700235 I t fU '_\TERa �D°�= \ [[ __ /\Fy`// �, _f THE BEARING OF N01.32'S0-E CB n TIRE I \ \ VJ \ \ / \\ / CAL DATUM S]824'N-E POLARSBETWEEN Na 1835 AND 11195. C F RENTON CONTROL I a Oil°B05 2r•ACCESS t .S, Ex151M'C 10'E4lT l0 \ T°5B 9{' NVAVD IBM BASED ON HOLDING THE III UTMJR EASEMENT `O SEE gEUN01I151If0 3343)0021] ELEVATION OF 320.65 PEE-FOR CITY 9°•R.QW. R'(E)-19151 33{5)00216 I TRACT A OF RENTON CONTROL POINT No.1835. 3 I III .o"L 1E I {o Ivia�� CHECKED FOR COMPLIANCE TO CITY STANDARDS ENGINEERS - SURVEYORS W:RANDS 004000D BY J.S.AnES t ASSOO BY DATE = P EMBER 25. BY DATE E4S T RE CONSULTAIS$.E INCH BY DATE A A tT 11N4zM.u9.w, E 11,M10iAW 'I i I iC hem MARSHALL PRELIMINARY PLAT E i PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. B W CITY OF RENTON - - - --- - a0 O. En O E.O p > O x SURFACF WATER DRAINAGE N(ZFS N_PFCIFICA�TIf1NS W V I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIN.OCCURS. STANDARD GALVANIZED A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CRY OF MATCH FINISHED GRACE-\ 24'COVER LADDER/STEPS STD.640 ATow.M r^ RENTON PLAN REVIEWER. SEE PLAN NEW MARKED'DRAM"M. /y V�Ir v, 2. MI construction shall be in accordance with the'1994 Sloeard ERLRSG BOLTS -- ]6'ACCESS RISER X .V 1--1 Specifi OIAAs for Road.Bridge and Municipal Construction'prepared SPACER RINGS •••••••••••••• p O Z E by W.5.0.0.T.,and the American Public Works Association(APWA), AS RE,IRED ��-� m ended by the City of Renton Department of Public Wor.. r1 W 3. The as o surface water draimge system snail be constructed according to rUCEECERo7i6 OVERFLOW the approved pions which are on file in the Department of Public Works.My den..from lM approved plans will require Britt from the City of Renton Deportment of Pudic Works,Surfo.water Utility. ORIFICE/2_2.60'11 U 4. A copy of throve approved plans mast he on the job site wheneverill IE_158J1 construction is in progress.5. Datum shall.NASD 88 unlace otherwise approved by City of Renton ORIFICE n-1.62'e Department of Public Works. Reference benchmark and elevation are IE=155.61 not.on the plans. PIPE SUPPORT(S) 1 8. MI sedimentalgn/erosion facilities must be in operation pher to clearing L5381 agg81 3'%0.09 GAGE and building construction,and lnry must be satisfactorily maintained WRIER QUALITY SURFACE_ Iil BOLTEDPIPES OR IMBEDDED until construction is completed a..potential for on-site erosion nos 2'IN WALL O 3'MAX y passed' 12'0 RISER PIPE SPACING. MIN OF O F-r 7. All retention/detention facilities must be installed and in operation prig 6'e CIEANOUT GALE It' 1 SUPPORT F a or roebyhee with all of Public activity unless ter Utility. DRAIN 8'SHEAR GATE Iilli II approved conjunction the Deportment of Pubic Works,activity un Water Utility. p rram�,, 12•cvEv 8 I" z 8. Gross seed may be applied by hydrae., The grass seed mixture. INLET IE=152..1■ 6 FW-r Other than ye of Renton oat rapprovedv t standard the IDepnrslmelntb ol submitted _ • ' ,' 2 0 a ks.Surlece writer Utility. ,- IE_,52.6 9. MI pipe and appurtenances shall.laid on a property prepared WouSatlon in cordoace with Section 7-02.3(1)Al In current State of ashington Sladard SpeclfYOion for Road ark Bridge Construction. This shall include n f.,leveling of the trench bottom or the top o the foundation material as well as placement she compaction of required bedding material to uniform grade so that the entire length of the Pipe will he supported on a uniformlZ dense unyielding pose. All pipe q bedding anal)be APWA compact. C with the.xm 95 PVC pip.. All ne DETENTION VAULT CONTROL STRUCTURE '1 trench fill l sail lea Mlle.. peeled to minimum 95R for oacamant and structuralding fill and 90%otna a per ASTM pipe. E-T0. Pea growl bedding shall he 6'over oat under P.V.C.pipe. N.T.S. ave FLOW RESIRICTOR CONTROL OENCE10. hevenad seeapplersanmdeat 1nzoredbse i=eaarn odutroivgfaches /1:I 11.Structures shah not be permitted within 10 feet of to spring line any v A Ie storm drainage ,pipe,or 5 WI from the lap of any the of channel bank. . _w1 12.Ill eaten basin grates Shen be depressed 010 feel belowpavement level. 13.Open at road crossings through existing public right-of-way will not be allowed union specifically approved by City of Renton Department Administrator,Department of Planning/Building/Public Works 14.Rack for erosion prat«lion of roadside ditches,where required,shall be of sound quarry rock aloe.to a depth of I loot and must meet the a following sp«ifiiceNons:4•-8'/40%-)0%passing;2'-4-rock/30%-40% 1{ p I�I nd-2 rock/10%-20%passing. 15.Alt building downspouts and looting drains shall be connected to the - storm drainage systemunless approved by the Deportment of E Development Services,Plan Reviewer or Surface Water Utility. An * accurately dimensioned Certified -built drawing of this drainage system will be submitted to the City of Renton upon complstian. CHECKED FOR COMPLIANCE g 16.Issuance of the Building or Construction Permit by the City of Renton TO CITY STANDARDS 4 does not relieve the her of the continuing legal odigMon and/or liability ect n ith aloe surface water disposition. Further,the BY DATE DATE City of Renton does not accept any obligation for the props functioning g and maintenance of the system provided during construction. BY BY DATE 17.The Contractor shall I responsible for providing adequate safeguard, safety devices,protective equipment.naggers,and any other needed actions to protect the lilt,h.Nh,ark safely of the puck,and to protect property in action with the performance o work covered by the contract. Any workwithin the trove.right-of-way IMt may interrupt un bytlee Trollrmal¢Engneanbg DiviaHic flow shall sion of the ro an Department ofoPublicl BENCHMARK Works. NI sections of the w.S.O.O.T.StandAord Spec,fSCPIIons 1-07-23, Traffic Control,shall apply. CITY OF RENTON CONTROL PANT r) 18.Special drainage measures will beELEVDATIATION: CITY OF 0(FEET)NTON(HAW BB) within the aquifer protection area � if the project location is ELEVATION: 328.65 3/8 BRONZE ON.C PLUG &PUNCH ON SOUTHERLY R,GONG YCW, Igr RESIERLY OF THE CONSTRUCTED INTERSECTION OF SE 88T1 STREET&116TH AVENUE SE. `EN L 54ry AoT'�`4co ENGINEERS - SURVEYORS . 4F =y se oz.lw / •k A A g .RADVAN.,r.roW MOST GU air SOW - 65 ,I, MltltliOfaMMt F.A.CfMir.M AMOIMA.,LAINS A:l�T.T4. • E R a .Go I ! I° MARSHAL I PRELIMINARY SHORT PLA 1 PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. - B CITY OF RENTON W 044 r'4 yl I EI V r c\\ 3345700185 33457001e Q 9 , >-f O-15- \ CB/9])PE 11 EXSTING CONTOUR ,p�'' FWD BRASS DISC IN F-1 1•� I T1`WJe59,1.6'LT STABRI2ED CpIBiRUC11(NI TRANCE LINEB(lYP) I "i CONCRETE IN MONUMENT .�.••1! L41k RTM�.{S�Y.55 100•LONG x 15•RIDE ti CASE AT BE 60[8 STREET 1 M SETA 2.6].45.10.A RT. .M® ERY K(EfWJ 13T.OH— ,OPEN DETAIL N18TALL SLLT FENCE h AND 116N AVE NE -is3.6E OW EN EY Oro1 _ 1011W T•.- : —LG{SI91_155.0(TO SID.TWA: CTIT A a x(sNANE}Is1.9oE( B. n..,rs, +'� —�R DETAIL. J I ,�T POINT OF RENTON CONTROL Illfti lF e•ADS NIERSECTON , ~�� •— i/ — / 1T0 3315]00182 O LINCOLN PL• E- • • ii � y 03 E �-- � •'_0 , _ i pW I / �� CONSTRUCTION SEQUENCE: -_ P_ � ' IW y - BV /�� 1 THEE OTYALL FOR OF PRENTONPUBLICTIWWOORKSE MEETING NTT W Ex CB iWE l ` �'�'� teat ` —1 _ _-� `I' ,,/ �A0 r ITIP.166 - ��ARa ___ .I p- T %- • / AT LEAST AB HOURS PRIOR TO STnRTINC CONSTRUCTION. `\/IiLII�,•( I 1 2. DELINEATE WETLAND BUFFER NTH SILT FENCE AND IE M 2 i I'•\� LM — 1� '✓11 / I SURVEY TAPE. U K(N) R221 /I`�,\ L r J L ]I0.M1 SF � `�ar TEMPORARY 1 —\ / /I\ AOO W µ 3. INSTALL STABILIZED CONSTRUCTION ENTRANCE 'SER I `�BIR)ER/ PER DETAIL. M /1i/I \ K-l.a A. ERECT SILT FENCE AROUND PERIMETER WHERE IEm9 ""*F _� _ --II _ , v J_ � ,'� L SNOWN. NEW FACE OF CURB TO //'I I I r. ,1 -" —_ T N11 Sim• \� 5. INSTALL CB'S 8&9 AND PROVIDE CO PROTECTION BE J2'FROM EXISTING //I R� 1fil BEST3.CURB/PAVEMENT --1 1 - ," �\. \ Ie��SLLO��TTFIIEEERWRRD \ \CI O L AS PER DETAIL. O O LINE f �� - M {\ 1 & EXCAVATERUNOFTTEMPORARY SEDIMENT TRAP RIn _ \ Q SILT-LADEN RUNOFT SHALL BE VJ �jI. DIRECTED TOWARDS SEDIMENT TRAP. p I � _ I , ((::I'I:/ 33500220 ® IA\ YV, �',awn 18•111 1 \\ \ ONLY AFTER THE POIENTAL FOR EROSION HAS PASSED` �' Q / \ caiwE M RM_.28 ( I)9,e NI IT9,3 _ F'�� .I - LEGEND �� FTru D \ \ \ s$NNEE R fq IJ QNit `-II - CRAOES'(j1P1 _ _ . �.- \.. ' I • CONIFEROUS TREE I`IwI a \� '� —�''''' ' .' \\ • O CATCH BASIN .. /1 I_ N ,'�' .. . \ yl IF FIRE HITMANT D0 WATER VAL1E Li / 190 1�,... \ . \ \ s _.— WATER LINE ! — SILT FENCE P —_ 'I-le 0 9 _ P II INSTALL SILT FENCE I )/ \\ _ • •ER DETAIL. ®\ iX, LIMOS of CLEARING d MlMr k �V �I �� A�Aoanw+sa l I GRAPHIC SCALE 3 so • �_ II' \ eI�---/- _� C' ;ii CB - `'w-wr�w-w i. .. .FiE.I.111[:,J'x \ \ \ - STD BRASS PLUG IN — 529 4,11• ••• �' •�!�'��'�-w-w-w w i x' ' \ ,I W % CONCRETE IN MONUMENT �e�*>M1 1 M.:::1 I. witr.• .��G•iI••R''.•••••0••••••••i -N L•MT$OF CLEMBN ry-�\ \ / CASE AT se eeu,STREET 9I 3. �'•;.d• ! w w_�•_• • •�•'1�•�•.7` \\\ ' , \ W/ AND 116.AVE NE wcnllw �ii`.�•�••••v�II�•i•••�•e•_��•W • //,,II CITY OF RENTON CONTROL - °p 7►iltt,.•,•-.,,,•.8,.••••?••••••�li� ■ .I / / Pow No.IesS BENCHMARK .o.ux k n lej�� •_._iR—a_•—•..•_16* \ \ BASIS of BEARING: y-�31� - ROCKERY -_vFxa SiRO91eT -- L N.I083/91;8A5®ON HOLDDSC 33A5)00235 I I GJ T �.__ '..\ \ \ \ / THE BEARING OF NO192.50"E mT;Pa.1., �\ \ j BETWEF.'N CITY OF R6NiON LONIEOL _\ \ $ ® \ 57974.....E. PoP'TS No.10.35 AND 1e93 O I I ,--- VERTICAL DATUM: Ifl in 10'E4IT \ yyy 16560t' MAID IBBB;BASED OM HO/DMC]HE - 60•R.OK I 100 FEET LONG 4 SEE DE 20 STABILIZED FEETIONT ENTRANCE 33A5)00216 BE RE1x10URNED ` 3345700217 $ y OE(EVARENION CONTROL FEET NF / TRACT A II I I I I ,. 1; ryo, • TOECITYD FOR STAND STANDARDS , •p `�p`L/'W 41(11 ENGINEERS - SURVEYORS �1�11 [. BY DATE_ Cw cT 1 T E]WWR6 IMNIM... RETANDS FTALLED BY 2.5.MBES A ASSOC. BY DATE_ LAV I\RE CONSULTI\N,Z S. INC. r SEPTEMBER 25. 99R Ilii 44RRF 4 !! 6T z BY DATE_ ON MAMA wAMMrrR xt)1.0 Ma-wl Ix SPOTOM Mi FA 17, ? 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JJ.1,.1..1.I1,.,.1.1 .1,J.,.J1...I.J..I1...J.1.J.J..1.J.,.J1.J �r 25)430-7286 !LING FOR PROPER FILE IDENTIFICATION I �, AI R-Rt.43 01'l,L S l -r f Point Listing made Wed Nov 29 11:54:44 2000 Page 1 of 9 Drawing Name: 98148fp . -i Project Name: 98148fp a ' t,p . Project Path: d:ILand Projects198148fp1 ` ' �" �r� User Name: LICENSED r. Number Elevation Raw Desc Full Desc Northing Eastin_g Latitude Longitude 1 326.65 PT1835 PT1835 194023.8475 1306288.6144 0.3206 -69.5455 2 321.39 PT1893 PT1893 196688.7933 1306360.6027 0.3232 -69.5454 3 351.34 PK PK 197586.6870 1306395.5860 0.3241 -69.5454 4 346.19 PK PK 197995.3563 1306401.0628 0.3245 -69.5454 5 327.89 60D 60D 198042.3898 1305935.2650 0.3246 -69.5458 6 301.45 PK PK 198044.8148 1305540.3293 0.3246 -69.5502 7 35.61 PK PK 198053.2278 1303913.0383 0.3246 -69.5518 8 57.20 60D 60D 197187.8695 1303639.9797 0.3237 -69.5521 9 37.47 MIC MIC 196744.2954 1303747.7946 0.3233 -69.5520 10 56.27 PK PK 196768.2433 1304385.2716 0.3233 -69.5514 11 89.00 60D 60D 195703.7734 1304409.9597 0.3223 -69.5513 12 112.27 60D 60D 195108.9426 1304335.0940 0.3217 -69.5514 13 189.70 60D 60D 194409.9726 1304326.8910 0.3210 -69.5514 14 215.34 60D 60D 194058.9117 1304303.2025 0.3206 -69.5514 15 242.70 60D 60D 194013.8195 1304934.2438 0.3206 -69.5508 16 269.55 60D 60D 193509.9205 1305398.0896 0.3201 -69.5504 17 291.08 60D 60D 193750.6732 1305703.9204 0.3203 -69.5501 18 318.48 60D 60D 194058.7422 1305896.8396 0.3206 -69.5459 20 200.25 60DF 60DF 194357.3300 1304386.7922 0.3209 -69.5514 21 193.54 60D 60D 194375.6305 1304467.2620 0.3209 -69.5513 22 191.19 60D 60D 194334.5715 1304648.7297 0.3209 -69.5511 23 168.67 60D 60D 194522.6327 1304602.7154 0.3211 -69.5511 24 168.87 60D 60D 194527.1805 1304506.0395 0.3211 -69.5512 25 149.93 60D 60D 194629.6713 1304345.4667 0.3212 -69.5514 101 326.65 PT1835 PT1835 194023.8475 1306288.6145 0.3206 -69.5455 102 321.28 PT1893 PT1893 196688.9078 1306360.6058 0.3232 -69.5454 109 37.44 PT1834 PT1834 196744.3375 1303747.9699 0.3233 -69.5520 150 216.72 FND IRC FND IRC 194031.0715 1304329.9507 0.3206 -69.5514 151 216.35 FND IRC FND IRC 194092.7566 1304354.5326 0.3207 -69.5514 152 218.20 FND IRC FND IRC 194088.9158 1304544.4272 0.3207 -69.5512 153 207.79 FND IRC FND IRC 194035.0023 1304089.7685 0.3206 -69.5517 154 211.93 FND IRC FND IRC 194212.5592 1304357.9782 0.3208 -69.5514 155 201.86 FND IRC FND IRC 194338.5639 1304361.6221 0.3209 -69.5514 156 173.64 FND IRC FND IRC 194583.3562 1304665.1907 0.3211 -69.5511 157 152.88 FND IRC FND IRC 194592.6336 1304369.4388 0.3212 -69.5514 200 0.00 PC PC 194338.1929 1304361.6636 0.3209 -69.5514 201 0.00 PC PC 194328.6648 1304657.9143 0.3209 -69.5511 202 0.00 PC PC 194583.3115 1304665.3217 0.3211 -69.5511 203 0.00 PC PC 194592.7660 1304369.0431 0.3212 -69.5514 204 0.00 PC PC 194590.2144 1304449.0028 0.3212 -69.5513 205 0.00 PC PC 194524.9764 1304447.1117 0.3211 -69.5513 206 0.00 PC PC 194527.5481 1304367.1526 0.3211 -69.5514 207 0.00 PC PC 194467.5950 1304445.4483 0.3210 -69.5513 208 0.00 PC PC 194470.1667 1304365.4893 0.3210 -69.5514 209 0.00 PC PC 194410.6986 1304443.7990 0.3210 -69.5513 210 0.00 PC PC 194413.2703 1304363.8399 0.3210 -69.5514 211 0.00 PC PC 194335.6212 1304441.6227 0.3209 -69.5513 212 0.00 PC PC 194378.6439 1304659.3682 0.3209 -69.5511 213 0.00 PC PC 194428.6230 1304660.8220 0.3210 -69.5511 214 0.00 PC PC 194482.6290 1304662.3930 0.3210 -69.5511 215 0.00 PC PC 194489.5859 1304446.0858 0.3211 -69.5513 216 0.00 PC PC 194435.5798 1304444.5203 0.3210 -69.5513 217 0.00 PC PC 194385.6005 1304443.0715 0.3209 -69.5513 218 0.00 CL CL 194354.1511 1304332.1136 0.3209 -69.5514 219 0.00 CL CL 194351.3258 1304419.9576 0.3209 -69.5513 220 0.00 CL CL 194385.2936 1304456.0680 0.3209 -69.5513 221 0.00 CL CL 194509.1597 1304459.6586 0.3211 -69.5513 222 0.00 CL CL 194579.8039 1304461.7065 0.3211 -69.5513 223 0.00 CL CL 194583.7270 1304338.7685 0.3211 -69.5514 224 0.00 SEW SEW 195412.1051 1304446.3930 0.3220 -69.5513 225 0.00 SEW SEW 195361.5505 1304382.1108 0.3219 -69.5514 226 0.00 SEW SEW 195203.1023 1304354.2893 0.3218 -69.5514 227 0.00 SEW SEW 194938.4242 1304343.2346 0.3215 -69.5514 228 0.00 SEW SEW 194732.5930 1304338.7657 0.3213 -69.5514 229 0.00 SEW SEW 194583.8815 1304333.9255 0.3211 -69.5514 230 0.00 SEW SEW 194579.9898 1304455.8815 0.3211 -69.5513 231 0.00 SEW SEW 194340.4256 1304447.7870 0.3209 -69.5513 232 0.00 FF FF 194332.2504 1304546.4309 0.3209 -69.5512 233 0.00 FF FF 194444.4673 1304539.0991 0.3210 -69.5512 234 0.00 FF FF 194472.8527 1304526.3650 0.3210 -69.5512 235 0.00 FF FF 194481.4667 1304524.2274 0.3210 -69.5512 236 0.00 FF FF 194518.8176 1304521.8037 0.3211 -69.5512 237 0.00 FF FF 194538.3049 1304514.1144 0.3211 -69.5512 238 0.00 FF FF 194588.3231 1304508.2707 0.3212 -69.5512 239 0.00 FF FF 194594.1390 1304362.3956 0.3212 -69.5514 240 0.00 FF FF 194627.2265 1304344.9309 0.3212 -69.5514 241 0.00 CL CL 194467.1771 1304458.4417 0.3210 -69.5513 • Point Listing made Wed Nov 29 11:54:44 2000 Page 2 of 9 Number Elevation Raw Desc Full Desc Northing Easting Latitude Longitude 242 0.00 CL CL 194468.6237 1304413.4647 0.3210 -69.5513 243 0.00 VAULT VAULT 194584.7060 1304464.8535 0.3211 -69.5513 244 0.00 VAULT VAULT 194561.3167 1304464.1464 0.3211 -69.5513 245 0.00 VAULT VAULT 194560.0474 1304506.1272 0.3211 -69.5512 246 0.00 VAULT VAULT 194583.4368 1304506.8344 0.3211 -69.5512 247 0.00 VAULT VAULT 194585.5641 1304464.0458 0.3211 -69.5513 248 0.00 VAULT VAULT 194584.2445 1304507.6925 0.3211 -69.5512 249 0.00 VAULT VAULT 194559.1893 1304506.9349 0.3211 -69.5512 250 0.00 VAULT VAULT 194560.5090 1304463.2883 0.3211 -69.5513 251 0.00 CL CL 194583.9702 1304331.1472 0.3211 -69.5514 252 0.00 CURB CURB 194593.4779 1304346.7322 0.3212 -69.5514 253 0.00 CURB CURB 194338.9021 1304339.6125 0.3209 -69.5514 254 0.00 W W 194346.4871 1304414.8620 0.3209 -69.5513 255 0.00 W W 194338.9909 1304414.6229 0.3209 -69.5513 256 0.00 W W 194346.1406 1304426.9743 0.3209 -69.5513 257 0.00 W W 194378.9603 1304461.5469 0.3209 -69.5513 258 0.00 W W 194530.1953 1304466.1772 0.3211 -69.5513 259 0.00 DW DW 194583.4818 1304346.4526 0.3211 -69.5514 260 0.00 DW DW 194353.8964 1304340.0318 0.3209 -69.5514 261 0.00 DW DW 194403.8753 1304341.4296 0.3210 -69.5514 310 . . 194332.2504 1304546.4309 0.3209 -69.5512 311 . . 194444.4673 1304539.0991 0.3210 -69.5512 312 . . 194476.9669 1304524.5193 0.3210 -69.5512 313 . . 194518.8176 1304521.8037 0.3211 -69.5512 314 . . 194538.3049 1304514.1144 0.3211 -69.5512 315 . . 194588.3231 1304508.2707 0.3212 -69.5512 316 . . 194382.3816 1304543.1555 0.3209 -69.5512 317 . . 194432.5128 1304539.8802 0.3210 -69.5512 318 . . 194487.6321 1304523.8273 0.3211 -69.5512 434 . . 194520.3927 1304433.7239 0.3211 -69.5513 435 . . 194453.0102 1304432.8607 0.3210 -69.5513 436 . . 194405.8765 1304439.4195 0.3210 -69.5513 437 . . 194379.4820 1304472.7162 0.3209 -69.5513 438 . . 194429.6000 1304472.7162 0.3210 -69.5513 439 . . 194483.4799 1304474.9435 0.3210 -69.5513 440 . . •• 194551.4502 1304470.9391 0.3211 -69.5513 441 . . 194568.0987 1304420.8291 0.3211 -69.5513 442 . . 194577.9401 1304345.4973 0.3211 -69.5514 443 . . 194350.4340 1304454.5531 0.3209 -69.5513 446 0.00 . 194349.5530 1304319.5363 0.3209 -69.5514 1200 201.04 FH FH 194284.1528 1304302.4233 0.3208 -69.5514 1201 202.33 WV WV 194284.0656 1304316.7060 0.3208 -69.5514 1202 202.07 EP EP 194281.2585 1304307.5595 0.3208 -69.5514 1203 202.67 EP EP 194279.0774 1304323.6348 0.3208 -69.5514 1204 207.51 PPUG PPUG 194200.5931 1304302.2256 0.3208 -69.5514 1205 202.63 CL CL 194280.1197 1304315.4060 0.3208 -69.5514 1206 197.70 EP EP 194338.7440 1304324.1291 0.3209 -69.5514 1207 197.34 EP EP 194339.1075 1304307.8324 0.3209 -69.5514 1208 197.75 CL CL 194339.3121 1304316.0507 0.3209 -69.5514 1209 196.98 WV WV 194347.1253 1304320.7540 0.3209 -69.5514 1210 195.66 EP/ED EP/ED 194357.3397 1304307.8006 0.3209 -69.5514 1211 193.98 EP/ED EP/ED 194368.6762 1304299.6711 0.3209 -69.5514 1212 192.74 EP/ED EP/ED 194373.8829 1304292.4698 0.3209 -69.5515 1213 190.88 EP/ED EP/ED 194376.7625 1304278.8066 0.3209 -69.5515 1214 190.27 EP/ED EP/ED 194388.0162 1304277.4143 0.3210 -69.5515 1215 192.27 EP/ED EP/ED 194384.9509 1304294.2480 0.3209 -69.5515 1216 192.59 EP/ED EP/ED 194385.2786 1304301.8537 0.3209 -69.5514 1217 192.16 EP/ED EP/ED 194389.9491 1304308.4246 0.3210 -69.5514 1218 197.57 CL CL 194341.2876 1304315.9236 0.3209 -69.5514 1219 192.61 CL CL 194389.5125 1304316.9047 0.3210 -69.5514 1220 192.34 EP EP 194390.3366 1304325.1321 0.3210 -69.5514 1221 184.84 EP EP 194446.8104 1304328.9629 0.3210 -69.5514 1222 184.52 EP EP 194447.9650 1304312.7972 0.3210 -69.5514 1223 184.89 CL CL 194447.7458 1304320.8259 0.3210 -69.5514 1224 176.38 CL CL 194502.2254 1304325.4454 0.3211 -69.5514 1225 176.09 EP EP 194502.9916 1304317.3600 0.3211 -69.5514 1226 176.17 EP EP 194501.7849 1304333.6982 0.3211 -69.5514 1227 166.66 EP EP 194554.0822 1304337.5757 0.3211 -69.5514 1228 166.32 EP EP 194554.0106 1304321.4730 0.3211 -69.5514 1229 163.93 EP EP 194562.2839 1304317.5063 0.3211 -69.5514 1230 161.65 EP EP 194568.4067 1304307.9428 0.3211 -69.5514 1231 158.91 EP EP 194586.7007 1304306.3153 0.3211 -69.5514 1232 158.03 EP EP 194593.4997 1304318.1363 0.3212 -69.5514 1233 155.35 EP EP 194605.6182 1304323.9324 0.3212 -69.5514 1234 155.66 EP EP 194604.6914 1304340.6238 0.3212 -69.5514 1235 155.92 CL CL 194604.4231 1304332.2886 0.3212 -69.5514 1236 167.07 CL CL 194552.2730 1304329.3784 0.3211 -69.5514 1237 133.33 PP PP 194769.0371 1304318.8281 0.3213 -69.5514 1238 133.88 FH FH 194751.4012 1304316.3634 0.3213 -69.5514 1239 135.70 WV WV 194751.0895 1304330.3179 0.3213 -69.5514 1240 136.08 FB63 FB63 194746.2104 1304331.8487 0.3213 -69.5514 Point Listing made Wed Nov 29 11:54:45 2000 Page 3 of 9 Number Elevation Raw Desc Full Desc Northing Easting -Latitude Longitude 1241 140.16 CB FB63 CB FB63 194690.3469 1304346.7891 0.3213 -69.5514 1242 163.54 STS STS 194569.9879 1304342.4530 0.3211 -69.5514 1243 166.32 FB63 FB63 194552.1654 1304340.3107 0.3211 -69.5514 1244 166.55 IE14CMP IE14CMP 194544.0141 1304338.4165 0.3211 -69.5514 1245 163.04 IE14CMP IE14CMP 194558.6212 1304316.8788 0.3211 -69.5514 1246 168.20 TPD TPD 194546.0705 1304337.1508 0.3211 -69.5514 1247 168.09 TPD TPD 194544.0183 1304342.4988 0.3211 -69.5514 1248 166.99 CLD CLD 194542.5193 1304340.3774 0.3211 -69.5514 1249 172.27 TOB TOB 194543.7256 1304348.7540 0.3211 -69.5514 1250 174.57 CLD CLD 194503.8326 1304337.9078 0.3211 -69.5514 1251 182.37 TOB TOB 194504.8635 1304346.5535 0.3211 -69.5514 1252 182.04 CLD CLD 194458.9950 1304334.3538 0.3210 -69.5514 1253 189.04 TOB TOB 194453.9089 1304341.2754 0.3210 -69.5514 1254 183.28 CB1 FB63 CB1 FB63 194452.7072 1304333.9461 0.3210 -69.5514 1255 186.94 CLD CLD 194424.0044 1304331.6448 0.3210 -69.5514 1256 193.60 TOB TOB 194423.6513 1304339.2857 0.3210 -69.5514 1258 183.81 PP PP 194479.8332 1304309.1429 0.3210 -69.5514 1259 184.78 WM WM 194469.7785 1304304.2730 '0.3210 -69.5514 1260 184.37 TOB TOB 194476.3424 1304307.3563 0.3210 -69.5514 1261 188.59 TOB TOB 194431.7912 1304303.3054 0.3210 -69.5514 1262 192.26 TOB TOB 194398.9259 1304302.5388 0.3210 -69.5514 1264 191.69 MBX MBX 194393.1167 1304327.7181 0.3210 -69.5514 1265 191.28 IE12CP IE12CP 194389.8165 1304329.5895 0.3210 -69.5514 1266 193.60 IE12CP IE12CP 194366.8274 1304328.1991 0.3209 -69.5514 1267 197.63 TOB TOB 194368.4458 1304335.6242 0.3209 -69.5514 1268 195.29 CB1 FB63 CB1 FB63 194356.3386 1304327.7476 0.3209 -69.5514 1269 199.30 WM WM 194345.8994 1304334.9402 0.3209 -69.5514 1270 194.88 MBX MBX 194364.0150 1304326.0231 0.3209 -69.5514 1271 199.44 MBX MBX 194316.2735 1304325.7516 0.3209 -69.5514 1272 200.22 CLD CLD 194295.2385 1304328.3890 0.3209 -69.5514 1273 203.73 TOB TOB 194296.4408 1304333.1677 0.3209 -69.5514 1274 200.28 TOB TOB 194336.2783 1304334.8483 0.3209 -69.5514 1275 192.35 ED ED 194390.4962 1304325.7507 0.3210 -69.5514 1276 193.27 ED ED 194386.0741 1304331.4602 0.3210 -69.5514 1277 199.02 ED ED 194374.7718 1304365.7336 0.3209 -69.5514 1278 200.18 ED ED 194356.8967 1304391.3262 0.3209 -69.5514 1279 198.82 ED ED 194365.9017 1304361.3291 0.3209 -69.5514 1280 194.88 ED ED 194372.6515 1304333.7237 0.3209 -69.5514 1281 194.85 ED ED 194368.1786 1304324.6375 0.3209 -69.5514 1282 197.97 TOB TOB 194384.5356 1304349.2690 0.3209 -69.5514 1283 196.28 TOB TOB 194390.5776 1304336.2537 0.3210 -69.5514 1284 199.19 TOB TOB 194374.9545 1304367.1589 0.3209 -69.5514 1285 196.62 GS GS 194409.9724 1304360.0787 0.3210 -69.5514 1286 194.26 HSE HSE 194420.0680 1304387.1368 0.3210 -69.5514 1287 191.74 HSE HSE 194427.2402 1304409.4368 0.3210 -69.5513 1288 194.06 EC EC 194422.7941 1304387.9345 0.3210 -69.5514 1289 194.13 EC EC 194423.3281 1304385.1370 0.3210 -69.5514 1290 194.31 EC EC 194420.3984 1304384.2956 0.3210 -69.5514 1291 194.09 EC EC 194421.3904 1304379.9623 0.3210 -69.5514 1292 194.38 EC EC 194395.9689 1304374.4272 0.3210 -69.5514 1293 194.53 FB63 FB63 194394.3260 1304381.4969 0.3210 -69.5514 1294 194.50 FB63 FB63 194394.8338 1304378.6635 0.3210 -69.5514 1295 194.49 HSE HSE 194401.4645 1304383.1108 0.3210 -69.5514 1296 197.28 TOP TOP 194400.1965 1304367.6198 0.3210 -69.5514 1297 195.58 TOP TOP 194420.5717 1304371.5525 0.3210 -69.5514 1298 197.34 6 M 6 M 194403.1147 1304369.0096 0.3210 -69.5514 1299 195.37 20 AP 20 AP 194419.7377 1304351.7550 0.3210 -69.5514 1300 191.76 14C 14C 194444.3253 1304386.4980 0.3210 -69.5514 1301 195.76 14C 14C 194437.1144 1304423.7104 0.3210 -69.5513 1302 194.25 EC EC 194395.7103 1304381.7172 0.3210 -69.5514 1303 194.43 EC EC 194396.3023 1304384.0349 0.3210 -69.5514 1304 194.24 EC EC 194397.6180 1304384.2247 0.3210 -69.5514 1305 194.40 EC EC 194399.1133 1304382.4369 0.3210 -69.5514 1306 193.74 EC EC 194389.0193 1304424.5688 0.3210 -69.5513 1307 193.73 EC EC 194387.2828 1304424.3995 0.3210 -69.5513 1308 194.93 EC EC 194388.7534 1304426.2069 0.3210 -69.5513 1309 197.05 TOB TOB 194376.6410 1304417.4812 0.3209 -69.5513 1310 193.11 HSE HSE 194393.3245 1304420.4481 0.3210 -69.5513 1311 197.72 TOB TOB 194389.3666 1304380.7617 0.3210 -69.5514 1312 194.65 TOE TOE 194393.5051 1304381.6532 0.3210 -69.5514 1313 198.76 4-6 RH 4-6 RH 194365.8199 1304415.8697 0.3209 -69.5513 1314 200.81 WF WF 194336.9832 1304418.9858 0.3209 -69.5513 1315 200.32 WF WF 194336.4199 1304433.5692 0.3209 -69.5513 1316 202.45 2-18M 2-18M 194330.5342 1304376.1874 0.3209 -69.5514 1317 201.71 28M 28M 194334.7873 1304340.1618 0.3209 -69.5514 1318 201.40 8C 8C 194344.0221 1304357.1985 0.3209 -69.5514 1319 205.96 GS GS 194315.6006 1304397.8205 0.3209 -69.5514 1320 197.52 BC BC 194345.1614 1304463.0299 0.3209 -69.5513 1321 194.91 BC BC 194367.2327 1304460.1853 0.3209 -69.5513 1322 196.13 BC BC 194368.1436 1304436.7076 0.3209 -69.5513 1323 193.91 12C 12C 194387.9792 1304447.0241 0.3210 -69.5513 Point Listing made Wed Nov 29 11:54:45 2000 Page 4 of 9 Number Elevation Raw Desc Full Desc Northing - Easting Latitude Logitude 1324 218.22 BC BC 194397.1505 1304465.9079 0.3210 -69.5513 1325 193.91 BC BC 194394.2995 1304434.8175 0.3210 -69.5513 1326 196.07 4-20M 4-20M 194355.5490 1304468.1450 0.3209 -69.5513 1327 195.97 BC BC 194348.3486 1304476.9760 0.3209 -69.5513 1328 197.16 BC BC 194348.8417 1304467.1246 0.3209 -69.5513 1329 192.04 BC BC 194369.8586 1304493.6319 0.3209 -69.5513 1330 191.37 BC BC 194378.1587 1304493.9155 0.3209 -69.5513 1331 183.83 GS GS 194428.0830 1304495.8786 0.3210 -69.5513 1332 185.33 14M 14M 194431.3056 1304476.4058 0.3210 -69.5513 1333 187.80 32M 32M 194383.7175 1304514.8678 0.3209 -69.5512 1334 183.55 2-12HL 2-12HL 194394.7602 1304543.2512 0.3210 -69.5512 1335 180.63 12A 12A 194434.5394 1304520.8594 0.3210 -69.5512 1336 176.25 GS GS 194435.2351 1304539.4771 0.3210 -69.5512 1337 169.77 GS GS 194461.3410 1304566.5628 0.3210 -69.5512 1338 174.49 8M 8M 194464.6979 1304519.7676 0.3210 -69.5512 1339 173.13 8M 8M 194460.6580 1304529.8958 0.3210 -69.5512 1340 176.84 16A 16A 194452.4816 1304524.5760 0.3210 -69.5512 1341 196.82 30M 30M 194324.9170 1304485.1577 0.3209 -69.5513 1342 180.49 GB GB 194448.2981 1304628.0711 0.3210 -69.5511 1343 178.14 3-18M 3-18M 194455.5299 1304628.0834 0.3210 -69.5511 1344 179.04 18M 18M 194465.7119 1304623.5966 0.3210 -69.5511 1345 179.07 16M 16M 194474.2719 1304632.9177 0.3210 -69.5511 1346 181.87 20M 20M 194436.5525 1304644.1358 0.3210 -69.5511 1347 174.77 SWL SWL 194425.1130 1304621.3135 0.3210 -69.5511 1348 176.53 SWL SWL 194412.9561 1304628.0622 0.3210 -69.5511 1349 179.53 24C 24C 194407.5038 1304613.3436 0.3210 -69.5511 1350 178.80 SWL SWL 194399.9162 1304628.6381 0.3210 -69.5511 1351 180.30 30M 30M 194398.6406 1304624.8813 0.3210 -69.5511 1352 183.24 2-22M 2-22M 194396.0558 1304651.8084 0.3210 -69.5511 1353 189.79 6CF 6CF 194355.1371 1304658.2515 0.3209 -69.5511 1354 187.28 SWL SWL 194335.3470 1304617.4635 0.3209 -69.5511 1355 189.19 SWL SWL 194318.5902 1304609.5612 0.3209 -69.5511 1356 186.15 20M 20M 194353.0988 1304611.8151 0.3209 -69.5511 1357 190.77 GS GS 194350.1908 1304568.0074 0.3209 -69.5512 1358 186.97 36M 36M 194386.4835 1304588.6113 0.3210 -69.5512 1359 192.52 6CF 6CF 194329.5946 1304658.1329 0.3209 -69.5511 1360 174.26 BWF BWF 194582.4615 1304666.9596 0.3211 -69.5511 1361 176.41 6CF 6CF 194567.3680 1304666.1965 0.3211 -69.5511 1362 176.76 4-24M 4-24M 194565.8072 1304660.3284 0.3211 -69.5511 1363 177.89 18M 18M 194531.3823 1304658.6608 0.3211 -69.5511 1364 177.24 6CF 6CF 194530.8163 1304665.1149 0.3211 -69.5511 1365 177.49 16M 16M 194530.0956 1304649.1673 0.3211 -69.5511 1366 174.05 GS GS 194552.6475 1304636.0930 0.3211 -69.5511 1367 181.35 6CF 6CF 194496.9290 1304663.0471 0.3211 -69.5511 1368 180.42 14M 14M 194497.7484 1304651.2424 0.3211 -69.5511 1369 175.48 2-8M 2-8M 194508.6608 1304621.4001 0.3211 -69.5511 1370 174.06 3-12A 3-12A 194499.7717 1304615.9052 0.3211 -69.5511 1371 169.09 3-18M 3-18M 194488.4469 1304589.5585 0.3211 -69.5512 1372 175.85 14M 14M 194493.4134 1304618.4408 0.3211 -69.5511 1373 167.42 BWF BWF 194584.4595 1304612.7723 0.3211 -69.5511 1374 164.93 GS GS 194602.9021 1304617.7178 0.3212 -69.5511 1375 158.75 SWL SWL 194591.6534 1304560.0513 0.3212 -69.5512 1376 158.00 BWF BWF 194587.0556 1304538.3924 0.3211 -69.5512 1377 154.04 SWL SWL 194606.9124 1304519.3251 0.3212 -69.5512 1378 164.29 SWL SWL 194526.1529 1304565.4911 0.3211 -69.5512 1379 167.26 SWL SWL 194487.4464 1304562.3356 0.3211 -69.5512 1380 174.05 14A 14A 194518.6677 1304423.0614 0.3211 -69.5513 1381 168.72 2-10A 2-10A 194533.3938 1304431.4229 0.3211 -69.5513 1382 160.95 GS GS 194558.0426 1304456.8226 0.3211 -69.5513 1383 162.84 3-8M 3-8M 194552.3013 1304449.6261 0.3211 -69.5513 1384 165.81 2-8A 2-8A 194538.9373 1304520.1544 0.3211 -69.5512 1385 169.39 12A 12A 194513.4863 1304525.8419 0.3211 -69.5512 1386 155.24 10M 10M 194553.3669 1304305.4849 0.3211 -69.5514 1387 158.40 2-12M 2-12M 194577.0072 1304406.8937 0.3211 -69.5513 1388 155.89 GS GS 194585.4008 1304402.4316 0.3211 -69.5513 1389 146.21 GS GS 194614.2501 1304443.9514 0.3212 -69.5513 1390 150.11 TOE TOE 194607.5124 1304359.2772 0.3212 -69.5514 1391 152.90 12-A 12-A 194592.0325 1304372.5748 0.3212 -69.5514 1392 153.39 16M 16M 194595.6883 1304354.8863 0.3212 -69.5514 1393 154.62 12A 12A 194590.4903 1304356.4618 0.3212 -69.5514 1394 161.50 40C 40C 194579.6955 1304349.0004 0.3211 -69.5514 1395 171.48 5-20M 5-20M 194549.7286 1304349.6844 0.3211 -69.5514 1396 190.93 WL1-1 WL1-1 194304.8050 1304608.1044 0.3209 -69.5511 1397 190.97 WL2-1 WL2-1 194308.5428 1304601.2452 0.3209 -69.5512 1398 189.62 WL2-2 WL2-2 194322.6733 1304602.9526 0.3209 -69.5511 1399 189.43 WL1-2 WL1-2 194312.2725 1304616.1217 0.3209 -69.5511 1400 188.59 WL1-3 WL1-3 194327.3741 1304621.5026 0.3209 -69.5511 1401 188.81 WL2-3 WL2-3 194335.3444 1304610.2574 0.3209 -69.5511 1402 188.25 SL5 SL5 194328.3916 1304619.7357 0.3209 -69.5511 1403 187.72 WL1-4 WL1-4 194346.4646 1304630.3688 0.3209 -69.5511 1404 189.63 SL6 SL6 194347.2954 1304595.6347 0.3209 -69.5512 • Point Listing made Wed Nov 29 11:54:45 2000 Page 5 of 9 Number Elevation Raw Desc Full Desc Northing Easting Latitude Longitude 1405 186.41 WL2-4 WL2-4 194355.7304 1304614.6253 0.3209 -69.5511 1406 185.00 WL2-5 WL2-5 194368.0402 1304616.3777 0.3209 -69.5511 1407 184.01 WL2-6 WL2-6 194378.7645 1304619.5510 0.3209 -69.5511 1408 186.41 WL1-5 WL1-5 194357.8033 1304637.6364 0.3209 -69.5511 1409 183.00 WL1-6 WL1-6 194381.3207 1304647.2817 0.3209 -69.5511 1410 179.89 WL2-7 WL2-7 194400.7821 1304626.7468 0.3210 -69.5511 1411 184.49 WL1-7 WL1-7 194386.1621 1304656.6554 0.3210 -69.5511 1412 181.92 WL1-8 WL1-8 194414.4560 1304651.5566 0.3210 -69.5511 1413 181.40 WL1-9 WL1-9 194423.2289 1304646.7832 0.3210 -69.5511 1414 176.36 WL2-8 WL2-8 194417.4934 1304621.2444 0.3210 -69.5511 1415 178.15 WL1-10 WL1-10 194431.8166 1304630.9760 0.3210 -69.5511 1416 191.75 SL4 SL4 194335.8342 1304654.3906 0.3209 -69.5511 1417 174.53 WL1-11 WL1-11 194438.6306 1304615.6108 0.3210 -69.5511 1418 174.42 WL2-9 WL2-9 194428.6564 1304602.9732 0.3210 -69.5511 1419 173.05 WL1-12 WL1-12 194449.9369 1304609.0996 0.3210 -69.5511 1420 172.30 WL2-10 WL2-10 194441.3717 1304593.0204 0.3210 -69.5512 1421 171.08 WL1-13 WL1-13 194457.9836 1304596.3043 0.3210 -69.5512 1422 169.95 WL1-14 WL1-14 194470.2936 1304594.2953 0.3210 -69.5512 1423 170.02 WL1-15 WL1-15 194477.5753 1304598.9146 0.3210 -69.5512 1424 170.58 WL2-11 WL2-11 194454.7001 1304561.9090 0.3210 -69.5512 1425 169.04 WL1-16 WL1-16 194484.6594 1304581.4619 0.3210 -69.5512 1426 168.17 WL2-12 WL2-12 194483.0855 1304549.1749 0.3210 -69.5512 1427 167.14 WL1-17 WL1-17 194501.5365 1304581.2475 0.3211 -69.5512 1428 183.59 SL-2 SL-2 194514.3825 1304572.7807 0.3211 -69.5512 1429 165.25 WL2-13 WL2-13 194524.3476 1304546.4975 0.3211 -69.5512 1430 165.62 WL1-18 WL1-18 194524.4153 1304584.6145 0.3211 -69.5512 1431 163.65 WL1-19 WL1-19 194540.5128 1304578.9592 0.3211 -69.5512 1432 162.72 WL2-14 WL2-14 194545.4002 1304538.1906 0.3211 -69.5512 1433 168.74 SL-1 SL-1 194522.9654 1304601.7724 0.3211 -69.5511 1500 162.51 EP EP 194566.4446 1304311.3986 0.3211 -69.5514 1501 164.18 EP EP 194561.0908 1304318.2344 0.3211 -69.5514 1502 166.33 EP EP 194553.6257 1304321.2514 0.3211 -69.5514 1503 158.99 EP EP 194588.7794 1304313.2079 0.3212 -69.5514 1504 157.31 EP EP 194596.8049 1304319.6740 0.3212 -69.5514 1505 155.28 EP EP 194605.8003 1304324.1189 0.3212 -69.5514 1506 165.80 WP WP 194557.8711 1304325.7861 0.3211 -69.5514 1507 163.26 TP TP 194565.9283 1304316.3725 0.3211 -69.5514 1508 152.77 TP TP 194615.0134 1304322.0867 0.3212 -69.5514 1509 143.88 TOE TOE 194619.6393 1304309.2523 0.3212 -69.5514 1510 147.99 EP EP 194639.9464 1304325.6781 0.3212 -69.5514 1511 148.61 EP EP 194639.4441 1304343.5474 0.3212 -69.5514 1512 148.41 GB GB 194639.4731 1304341.9714 0.3212 -69.5514 1513 148.48 CL CL 194639.7410 1304333.6664 0.3212 -69.5514 1514 147.97 TOP TOP 194639.8236 1304348.2487 0.3212 -69.5514 1515 142.41 EP EP 194674.8208 1304345.4771 0.3212 -69.5514 1516 140.31 EP EP 194679.8237 1304356.8060 0.3212 -69.5514 1517 139.69 EP EP 194693.7682 1304357.5012 0.3213 -69.5514 1518 139.11 EP EP 194704.0339 1304343.8416 0.3213 -69.5514 1519 138.34 IE 12CMP IE 12CMP 194670.7279 1304355.4774 0.3212 -69.5514 1520 136.76 IE 12CMP IE 12CMP 194708.6055 1304354.1999 0.3213 -69.5514 1521 140.19 CB CB 194690.2151 1304346.8377 0.3213 -69.5514 1522 140.38 WP WP 194691.0202 1304331.5510 0.3213 -69.5514 1523 142.13 EP EP 194674.9589 1304327.2292 0.3212 -69.5514 1524 139.91 TP TP 194686.9375 1304324.9103 0.3212 -69.5514 1525 136.50 TOE TOE 194690.7334 1304316.2585 0.3213 -69.5514 1526 133.76 TOE TOE 194729.2993 1304314.5691 0.3213 -69.5514 1527 136.73 EP EP 194732.2409 1304327.4561 0.3213 -69.5514 1528 137.08 EP EP 194733.2328 1304343.4841 0.3213 -69.5514 1529 137.02 CL CL 194732.8948 1304334.8961 0.3213 -69.5514 1530 136.58 TOP TOP 194734.9440 1304350.6846 0.3213 -69.5514 1531 136.07 TOP TOP 194737.5011 1304356.5716 0.3213 -69.5514 1532 135.57 D D 194738.0610 1304353.5890 0.3213 -69.5514 1533 135.97 MB MB 194750.6229 1304345.0583 0.3213 -69.5514 1534 136.09 WMH WMH 194746.1662 1304331.8356 0.3213 -69.5514 1535 135.84 WP/TEE WP/TEE 194751.1783 1304332.1825 0.3213 -69.5514 1536 135.74 WV WV 194751.1105 1304330.3688 0.3213 -69.5514 1537 133.61 FH FH 194751.0699 1304316.4473 0.3213 -69.5514 1538 133.47 TEL TEL 194764.0103 1304318.6940 0.3213 -69.5514 1539 133.27 PP PP 194768.8530 1304318.9061 0.3213 -69.5514 1540 133.74 TP TP 194765.3762 1304322.6235 0.3213 -69.5514 1541 134.05 TP TP 194763.3102 1304323.7782 0.3213 -69.5514 1542 140.82 WM WM 194659.0379 1304364.6838 0.3212 -69.5514 1543 132.24 WM WM 194797.6194 1304314.9651 0.3214 -69.5514 1544 133.41 WP/TEE WP/TEE 194797.2020 1304332.0869 0.3214 -69.5514 1545 132.92 TOP TOP 194803.8208 1304352.9669 0.3214 -69.5514 1546 132.96 TOP TOP 194803.7018 1304347.4715 0.3214 -69.5514 1547 131.86 D D 194803.7325 1304350.2236 0.3214 -69.5514 1548 133.09 EP EP 194804.0241 1304342.6221 0.3214 -69.5514 1549 132.78 EP EP 194804.5063 1304326.3709 0.3214 -69.5514 1550 133.19 CL CL 194804.3692 1304335.1537 0.3214 -69.5514 1551 131.45 EP/EG EP/EG 194832.6768 1304326.6029 0.3214 -69.5514 Point Listing made Wed Nov 29 11:54:46 2000 Page 6 of 9 Number Elevation Raw Desc Full Desc Northing Easting Latitude Longitude 1552 130.16 EP/EG EP/EG 194855.8642 1304327.6005 0.3214 -69.5514 1553 130.14 EG EG 194853.0597 1304321.2252 0.3214 -69.5514 1554 131.07 EG EG 194829.8661 1304320.2761 0.3214 -69.5514 1555 130.08 TP TP 194853.5445 1304325.6960 0.3214 -69.5514 1556 129.97 TP TP 194853.2516 1304323.1607 0.3214 -69.5514 1557 129.58 TP TP 194866.2603 1304325.4334 0.3214 -69.5514 1558 129.05 TP TP 194868.5639 1304345.7917 0.3214 -69.5514 1559 129.65 TP TP 194865.1643 1304360.8457 0.3214 -69.5514 1560 129.19 D D 194859.5142 1304362.5154 0.3214 -69.5514 1561 128.05 D D 194860.8864 1304349.6266 0.3214 -69.5514 1562 129.88 D D 194839.7562 1304349.0371 0.3214 -69.5514 1563 131.32 TOP TOP 194839.7511 1304351.6271 0.3214 -69.5514 1564 130.97 TOP TOP 194839.9000 1304345.7241 0.3214 -69.5514 1565 129.77 TOP TOP 194861.0313 1304346.5183 0.3214 -69.5514 1566 130.01 TOP TOP 194857.2809 1304353.4196 0.3214 -69.5514 1567 130.10 TOP TOP 194857.6796 1304362.0281 0.3214 -69.5514 1568 129.82 TOP TOP 194861.5511 1304361.4578 0.3214 -69.5514 1569 129.36 TOP TOP 194864.2970 1304353.2200 0.3214 -69.5514 1570 130.95 WM WM 194851.3476 1304353.9622 0.3214 -69.5514 1571 129.76 WM WM 194862.6123 1304353.3003 0.3214 -69.5514 1572 129.86 WP/T WP/T 194863.5313 1304332.9588 0.3214 -69.5514 1573 130.57 WP/T WP/T 194851.7456 1304332.5146 0.3214 -69.5514 1574 127.58 WP/T WP/T 194898.1386 1304334.5599 0.3215 -69.5514 1575 127.74 WP WP 194898.3264 1304324.2930 0.3215 -69.5514 1576 127.30 IE12CPEP IE12CPEP 194881.1790 1304350.2724 0.3214 -69.5514 1577 126.31 IE12CPEP IE12CPEP 194900.9633 1304350.8968 0.3215 -69.5514 1578 127.73 EG EG 194898.1373 1304353.9361 0.3215 -69.5514 1579 128.50 EG EG 194885.1730 1304354.0849 0.3214 -69.5514 1580 128.53 EP/EG EP/EG 194880.9984 1304344.8275 0.3214 -69.5514 1581 127.34 EP/EG EP/EG 194900.2754 1304345.5190 0.3215 -69.5514 1582 123.58 EP/EG EP/EG 194952.2618 1304330.0328 0.3215 -69.5514 1583 124.36 EP/EG EP/EG 194940.9836 1304331.1354 0.3215 -69.5514 1584 122.67 EG EG 194971.6334 1304320.2633 0.3215 -69.5514 1585 123.39 EG EG 194957.7166 1304319.8370 0.3215 -69.5514 1586 125.92 EC EC 194935.4828 1304317.6491 0.3215 -69.5514 1587 126.54 EC EC 194923.4561 1304317.2431 0.3215 -69.5514 1588 125.83 EP/EC EP/EC 194919.0606 1304328.4848 0.3215 -69.5514 1589 124.41 EP/EC EP/EC 194939.1978 1304329.2088 0.3215 -69.5514 1590 124.32 PP W/UG PP W/UG 194948.6321 1304323.6891 0.3215 -69.5514 1591 124.11 ELP/TP ELP/TP 194947.7149 1304350.0226 0.3215 -69.5514 1592 125.94 ELP/TP ELP/TP 194920.7786 1304350.2778 0.3215 -69.5514 1593 127.20 ELP/TP ELP/TP 194919.7565 1304361.5397 0.3215 -69.5514 1594 126.71 TOP TOP 194920.6841 1304357.3513 0.3215 -69.5514 1595 123.85 D D 194926.3644 1304352.5157 0.3215 -69.5514 1596 126.52 ELP/TP ELP/TP 194922.1905 1304318.6134 0.3215 -69.5514 1597 125.44 MB MB 194928.6589 1304347.0126 0.3215 -69.5514 1598 126.17 MB MB 194916.4741 1304347.5248 0.3215 -69.5514 1599 127.59 HEDGE HEDGE 194914.3100 1304321.3611 0.3215 -69.5514 1600 131.12 HEDGE HEDGE 194870.3275 1304318.1345 0.3214 -69.5514 1601 128.40 CL CL 194887.0547 1304336.8210 0.3214 -69.5514 1602 122.79 TP TP 194963.5807 1304329.7479 0.3215 -69.5514 1603 120.86 CB CB 194984.2698 1304351.6541 0.3215 -69.5514 1604 120.24 D D 194977.3422 1304353.4503 0.3215 -69.5514 1605 121.57 TOP TOP 194976.6080 1304350.9946 0.3215 -69.5514 1606 125.85 TOP TOP 194986.9288 1304361.0303 0.3215 -69.5514 1607 121.61 TOP TOP 195006.4931 1304361.7241 0.3216 -69.5514 1608 118.05 D D 195010.8631 1304357.1449 0.3216 -69.5514 1609 118.66 TOP TOP 195011.3499 1304355.7640 0.3216 -69.5514 1610 116.81 TOP TOP 195030.9989 1304359.3415 0.3216 -69.5514 1611 116.23 TOP TOP 195030.4492 1304366.8771 0.3216 -69.5514 1612 115.00 D D 195031.6421 1304363.2687 0.3216 -69.5514 1613 113.30 D D 195045.3770 1304365.8101 0.3216 -69.5514 1614 115.51 TOP TOP 195051.3915 1304360.8507 0.3216 -69.5514 1615 113.95 TOP TOP 195067.2643 1304367.5651 0.3216 -69.5514 1616 113.91 TOP/TOE TOP/TOE 195076.8497 1304380.6155 0.3216 -69.5514 1617 109.93 IE12CPEP IE12CPEP 195066.1078 1304379.3285 0.3216 -69.5514 1618 111.28 CB CB 195100.2958 1304367.0574 0.3217 -69.5514 1619 111.81 CB CB 195121.9551 1304363.8350 0.3217 -69.5514 1620 112.26 WM WM 195108.9090 1304369.2579 0.3217 -69.5514 1621 112.25 WM WM 195111.8353 1304369.7124 0.3217 -69.5514 1622 112.28 WM WM 195113.5606 1304369.6960 0.3217 -69.5514 1623 112.14 WP/TEE WP/TEE 195114.0060 1304342.6659 0.3217 -69.5514 1624 112.23 WP/TEE WP/TEE 195111.8694 1304342.7289 0.3217 -69.5514 1625 112.42 WV WV 195106.5768 1304342.5037 0.3217 -69.5514 1626 112.49 WP/TEE WP/TEE 195104.3758 1304342.6471 0.3217 -69.5514 1627 112.38 WV WV 195104.4942 1304340.2752 0.3217 -69.5514 1628 112.28 FH FH 195104.3071 1304333.3814 0.3217 -69.5514 1629 112.13 TP TP 195109.2733 1304339.5697 0.3217 -69.5514 1630 112.09 TP TP 195109.3841 1304338.1307 0.3217 -69.5514 1631 111.01 TEL TEL 195097.9907 1304331.3729 0.3217 -69.5514 1632 112.90 TP TP 195095.6474 1304339.7922 0.3217 -69.5514 • Point Listing made Wed Nov 29 11:54:46 2000 Page 7 of 9 Number Elevation Raw Desc Full Desc Northing Easting Latitude Longitude 1633 116.12 TP TP 195045.5877 1304336.2774 0.3216 -69.5514 1634 117.30 WP/TEE WP/TEE 195033.7506 1304340.1770 0.3216 -69.5514 1635 119.88 WM WM 195035.0327 1304323.8826 0.3216 -69.5514 1636 117.78 EP EP 195025.9811 1304351.7774 0.3216 -69.5514 1637 117.69 EP EP 195027.3356 1304335.9516 0.3216 -69.5514 1638 117.99 CL CL 195026.5243 1304344.1451 0.3216 -69.5514 1639 114.46 CL CL 195072.9823 1304348.5938 0.3216 -69.5514 1640 114.33 EP EP 195069.9910 1304356.4851 0.3216 -69.5514 1641 113.72 EP EP 195080.7608 1304341.2612 0.3216 -69.5514 1642 112.30 EP EP 195102.6827 1304335.9071 0.3217 -69.5514 1643 112.76 EP/EC EP/EC 195107.6183 1304328.9922 0.3217 -69.5514 1644 112.63 EP/EC EP/EC 195111.3111 1304329.1071 0.3217 -69.5514 1645 112.79 BSW BSW 195107.6767 1304324.0547 0.3217 -69.5514 1646 112.67 EC EC 195112.4481 1304324.2250 0.3217 -69.5514 1647 112.98 EC EC 195114.0085 1304317.5367 0.3217 -69.5514 1648 113.62 EC EC 195130.5697 1304315.5725 0.3217 -69.5514 1649 112.51 EC EC 195132.3111 1304320.4174 0.3217 -69.5514 1650 111.83 EC EC 195136.6851 1304324.8612 0.3217 -69.5514 1651 111.80 BSW BSW 195138.8233 1304324.9694 0.3217 -69.5514 1652 111.55 DWC DWC 195138.0802 1304336.3924 0.3217 -69.5514 1653 111.06 G G 195138.3724 1304336.8992 0.3217 -69.5514 1654 111.94 CB CB 195114.6194 1304337.7320 0.3217 -69.5514 1655 110.60 IE 12CPEP IE 12CPEP 195092.9208 1304335.8092 0.3217 -69.5514 1656 115.03 TOP TOP 195113.9565 1304374.9454 0.3217 -69.5514 1657 117.07 TOP TOP 195134.8628 1304371.4538 0.3217 -69.5514 1658 110.97 TOE TOE 195138.5633 1304363.6256 0.3217 -69.5514 1659 111.54 EP EP 195138.7868 1304357.5303 0.3217 -69.5514 1660 112.36 EP EP 195108.1170 1304358.9068 0.3217 -69.5514 1661 111.74 CL CL 195136.7067 1304349.3034 0.3217 -69.5514 1662 113.40 WM WM 195058.0688 1304366.9166 0.3216 -69.5514 1663 110.23 WP/TEE WP/TEE 195184.1546 1304345.5809 0.3217 -69.5514 1664 110.48 WM WM 195183.9056 1304332.5936 0.3217 -69.5514 1665 110.27 LP LP 195191.5154 1304336.1367 0.3217 -69.5514 1666 110.22 EV EV 195195.3305 1304336.6432 0.3218 -69.5514 1667 110.12 ELP ELP 195195.1424 1304332.1640 0.3218 -69.5514 1668 109.09 PP W/UG PP W/UG 195237.4463 1304334.6495 0.3218 -69.5514 1669 109.15 ELP/TP ELP/TP 195237.0275 1304326.8726 0.3218 -69.5514 1670 109.33 ELP/TP ELP/TP 195234.8194 1304326.9206 0.3218 -69.5514 1671 108.92 EP EP 195229.0236 1304340.6755 0.3218 -69.5514 1672 108.90 EP EP 195228.8376 1304339.8726 0.3218 -69.5514 1673 109.08 WM WM 195240.1761 1304334.7158 0.3218 -69.5514 1674 108.87 WP/TEE WP/TEE 195240.1487 1304350.5482 0.3218 -69.5514 1675 108.11 WP/TEE WP/TEE 195260.7182 1304353.2739 0.3218 -69.5514 1676 107.53 WP/TEE WP/TEE 195274.9721 1304356.1580 0.3218 -69.5514 1677 108.23 WM WM 195262.1231 1304336.1067 0.3218 -69.5514 1678 108.99 WM WM 195271.6729 1304378.5500 0.3218 -69.5514 1679 107.92 CB CB 195257.6085 1304341.0243 0.3218 -69.5514 1680 109.73 CB CB 195213.9006 1304361.0764 0.3218 -69.5514 1681 110.80 MB MB 195167.1022 1304358.8090 0.3217 -69.5514 1682 110.89 EP EP 195162.2472 1304357.1812 0.3217 -69.5514 1683 109.52 D D 195179.6649 1304363.8368 0.3217 -69.5514 1684 110.69 CL CL 195172.3354 1304348.7494 0.3217 -69.5514 1685 110.08 G G 195174.4011 1304337.9811 0.3217 -69.5514 1686 110.57 TBC TBC 195172.5599 1304337.2583 0.3217 -69.5514 1687 109.05 DWC DWC 195240.8902 1304339.3768 0.3218 -69.5514 1688 108.59 DWC DWC 195259.5575 1304339.8949 0.3218 -69.5514 1689 107.94 G/END G/END 195259.5758 1304340.3664 0.3218 -69.5514 1690 108.71 BSW/EC BSW/EC 195260.0507 1304328.4433 0.3218 -69.5514 1691 109.71 EC EC 195261.5901 1304319.5876 0.3218 -69.5514 1692 109.49 EC EC 195242.9438 1304319.5754 0.3218 -69.5514 1693 109.21 BSW/EC BSW/EC 195243.5616 1304327.8986 0.3218 -69.5514 1694 108.32 EP EP 195264.2530 1304328.8354 0.3218 -69.5514 1695 107.17 EP EP 195272.2819 1304341.0791 0.3218 -69.5514 1696 106.96 EP EP 195279.0421 1304347.1407 0.3218 -69.5514 1697 105.74 EP EP 195311.1718 1304358.4536 0.3219 -69.5514 1698 106.22 CL CL 195309.3325 1304366.5116 0.3219 -69.5514 1699 106.13 EP EP 195307.4969 1304374.2844 0.3219 -69.5514 1700 104.37 D D 195306.2047 1304379.8984 0.3219 -69.5514 1701 105.94 TOP TOP 195305.6502 1304376.0635 0.3219 -69.5514 1702 112.91 TOP TOP 195303.7414 1304388.9710 0.3219 -69.5514 1703 115.48 TOP TOP 195251.5824 1304380.4105 0.3218 -69.5514 1704 106.83 D D 195252.7163 1304369.8187 0.3218 -69.5514 1705 108.18 TOP TOP 195249.5710 1304365.7899 0.3218 -69.5514 1706 108.49 EP EP 195247.7518 1304362.7969 0.3218 -69.5514 1707 109.69 EP EP 195211.0597 1304358.8097 0.3218 -69.5514 1708 108.14 MB MB 195237.0506 1304366.2139 0.3218 -69.5514 1709 103.56 IE 18CPEP IE 18CPEP 195278.9470 1304343.4008 0.3218 -69.5514 1710 104.01 IE12CPEP IE12CPEP 195278.5541 1304341.6161 0.3218 -69.5514 1711 107.53 EP EP 195268.8701 1304347.7551 0.3218 -69.5514 1712 101.73 D D 195291.5246 1304340.7225 0.3218 -69.5514 1713 99.36 D D 195302.9892 1304344.7453 0.3219 -69.5514 Point Listing made Wed Nov 29 11:54:40 2 Page 8 of 9 Number Elevation Raw Desc Full Desc Northing Easting Latitude Longitude 1714 97.15 D D 195355.2663 1304357.1279 0.3219 -69.5514 1715 96.68 IE 3000NC IE 3000NC 195372.4648 1304357.1088 0.3219 -69.5514 1716 99.52 PP W/UG PP W/UG 195376.3810 1304349.9897 0.3219 -69.5514 1717 100.35 TV TV 195383.6647 1304351.6382 0.3219 -69.5514 1718 100.49 TV TV 195389.3494 1304352.6464 0.3219 -69.5514 1719 105.23 TP TP 195313.7591 1304357.3207 0.3219 -69.5514 1720 104.58 EP EP 195337.3330 1304364.6943 0.3219 -69.5514 1721 102.75 TP TP 195353.2048 1304364.8363 0.3219 -69.5514 1722 101.97 TP TP 195385.3388 1304368.1822 0.3219 -69.5514 1723 102.25 EP EP 195381.0541 1304370.3581 0.3219 -69.5514 1724 102.93 EP EP 195379.2161 1304386.4567 0.3219 -69.5514 1725 102.91 CL CL 195379.2711 1304379.0520 0.3219 -69.5514 1726 103.14 WP WP 195371.5819 1304373.7752 0.3219 -69.5514 1727 102.72 TOP TOP 195377.8975 1304388.7939 0.3219 -69.5514 1728 100.75 D D 195377.4320 1304392.5573 0.3219 -69.5514 1729 106.12 TOP TOP 195378.5286 1304402.5115 0.3219 -69.5513 1730 89.93 IE 30CPEP IE 30CPEP 195484.1188 1304339.0100 0.3220 -69.5514 1731 90.99 IE 36CPEP IE 36CPEP 195531.6065 1304354.4577 0.3221 -69.5514 1732 99.46 SMH SMH 195483.1443 1304405.7190 0.3220 -69.5513 1733 98.30 IE 18CPEP IE 18CPEP 195469.1753 1304398.1336 0.3220 -69.5514 1734 100.54 WP WP 195423.3416 1304350.4953 0.3220 -69.5514 1735 101.12 WP/TEE WP/TEE 195422.7403 1304375.8521 0.3220 -69.5514 1736 101.27 WMH WMH 195418.2160 1304375.6093 0.3220 -69.5514 1737 101.02 WMH WMH 195428.5724 1304375.8096 0.3220 -69.5514 1738 100.47 EP EP 195438.5127 1304373.2265 0.3220 -69.5514 1739 100.81 EP EP 195438.3878 1304388.6110 0.3220 -69.5514 1740 99.57 D D 195434.3117 1304393.9669 0.3220 -69.5514 1741 101.40 TOP TOP 195422.5276 1304397.7859 0.3220 -69.5514 1742 103.37 TOP TOP 195433.0223 1304401.1331 0.3220 -69.5513 1743 103.05 TOP TOP 195457.8079 1304401.7086 0.3220 -69.5513 1744 99.64 D D 195465.7260 1304405.2305 0.3220 -69.5513 1745 101.04 D D 195455.1774 1304416.4830 0.3220 -69.5513 1746 102.61 TOP TOP 195454.5463 1304412.7569 0.3220 -69.5513 1747 99.44 D D 195459.5886 1304394.7798 0.3220 -69.5514 1748 100.91 CL CL 195437.2868 1304380.8995 0.3220 -69.5514 1749 99.09 ELP/TP ELP/TP 195466.3778 1304363.8765 0.3220 -69.5514 1750 104.05 ELP/TP ELP/TP 195466.6770 1304421.5671 0.3220 -69.5513 1751 102.80 ELP/TP ELP/TP 195466.4469 1304460.5741 0.3220 -69.5513 1752 103.82 EP EP 195458.7613 1304460.7225 0.3220 -69.5513 1753 105.53 EP EP 195448.2589 1304432.2719 0.3220 -69.5513 1754 102.48 EP EP 195486.0366 1304420.3105 0.3220 -69.5513 1755 101.10 EP EP 195495.1351 1304412.5859 0.3221 -69.5513 1756 100.20 EP EP 195496.6213 1304403.8697 0.3221 -69.5513 1757 100.05 EP EP 195480.0342 1304389.6882 0.3220 -69.5514 1758 100.26 EP EP 195461.1474 1304388.6143 0.3220 -69.5514 1759 99.85 EP EP 195475.8225 1304373.2904 0.3220 -69.5514 1760 98.97 EP EP 195509.3806 1304378.0488 0.3221 -69.5514 1761 99.44 EP EP 195532.4693 1304398.1014 0.3221 -69.5514 1762 98.89 WP WP 195515.9103 1304382.5553 0.3221 -69.5514 1763 98.94 WP WP 195530.9743 1304395.3137 0.3221 -69.5514 1764 98.25 WP WP 195555.2635 1304398.5304 0.3221 -69.5514 1765 97.38 WP WP 195582.8619 1304398.8520 0.3221 -69.5513 1766 97.50 G G 195582.4411 1304393.6717 0.3221 -69.5514 1767 97.96 G G 195571.9932 1304394.3866 0.3221 -69.5514 1768 98.76 G G 195552.9452 1304396.9702 0.3221 -69.5514 1769 99.21 G G 195536.6923 1304395.8783 0.3221 -69.5514 1770 99.32 G G 195528.7177 1304390.4641 0.3221 -69.5514 1771 99.35 G G 195516.4474 1304377.3674 0.3221 -69.5514 1772 99.41 G G 195502.3457 1304367.3707 0.3221 -69.5514 1773 99.88 TBC TBC 195503.4775 1304367.3093 0.3221 -69.5514 1774 99.82 TBC TBC 195516.6075 1304376.7561 0.3221 -69.5514 1775 99.76 TBC TBC 195529.3242 1304390.3184 0.3221 -69.5514 1776 99.22 TBC TBC 195553.3104 1304396.3999 0.3221 -69.5514 1777 98.44 TBC TBC 195572.1038 1304393.8699 0.3221 -69.5514 1778 97.99 TBC TBC 195582.5755 1304393.1227 0.3221 -69.5514 1779 97.14 GB GB 195583.1191 1304407.3670 0.3221 -69.5513 1780 98.99 GB GB 195551.7369 1304410.5421 0.3221 -69.5513 1781 100.54 GB GB 195522.9515 1304415.1567 0.3221 -69.5513 1782 101.90 GB GB 195499.7056 1304420.6674 0.3221 -69.5513 1783 98.83 BOA+/- BOA+/- 195488.0729 1304369.5465 0.3220 -69.5514 1784 99.41 TP TP 195484.7818 1304372.8682 0.3220 -69.5514 1785 99.18 TP TP 195530.6525 1304379.9726 0.3221 -69.5514 1786 98.87 TEL TEL 195563.0525 1304381.3098 0.3221 -69.5514 1787 96.78 EP EP 195590.9337 1304402.3098 0.3221 -69.5513 1788 94.08 EP EP 195628.4942 1304403.5674 0.3222 -69.5513 1789 91.95 EP EP 195639.8046 1304434.1977 0.3222 -69.5513 1790 95.05 EP EP 195586.9706 1304434.1397 0.3221 -69.5513 1791 97.60 EP EP 195545.8721 1304438.3304 0.3221 -69.5513 1792 93.41 SSMH SSMH 195614.8280 1304432.2386 0.3222 -69.5513 1793 107.99 SSMH SSMH 195412.1051 1304446.3930 0.3220 -69.5513 1794 115.13 SSMH SSMH 195338.6124 1304531.4978 0.3219 -69.5512 • Point Listing made Wed Nov 29 11:54:47 2000 Page 9 of 9 Number Elevation Raw Desc Full Desc Northing Easting Latitude _ Longitude 1795 110.53 IE 36CPEP IE 36CPEP 195338.8592 1304543.8865 0.3219 -69.5512 1796 105.76 TOP TOP 195437.1220 1304430.8439 0.3220 -69.5513 1797 104.34 TOP TOP 195460.3150 1304421.1395 0.3220 -69.5513 1798 102.10 TOP TOP 195482.3097 1304414.6337 0.3220 -69.5513 1799 100.38 SS SS 195492.7448 1304402.9327 0.3220 -69.5513 1800 182.03 WP/TEE WP/TEE 194467.3400 1304322.4602 0.3210 -69.5514 1801 184.80 WM WM 194469.7933 1304304.2109 0.3210 -69.5514 1802 178.29 TP TP 194489.7822 1304315.5690 0.3211 -69.5514 1803 182.14 ELP/TP ELP/TP 194469.9941 1304311.3509 0.3210 -69.5514 1804 185.68 TP TP 194462.3938 1304304.1331 0.3210 -69.5514 1805 190.56 TP TP 194414.8496 1304300.5487 0.3210 -69.5514 1806 193.91 ELP/TP ELP/TP 194372.6641 1304304.5929 0.3209 -69.5514 1807 191.78 ELP/TP ELP/TP 194374.5661 1304286.2339 0.3209 -69.5515 1808 191.12 ELP/TP ELP/TP 194397.7033 1304307.8281 0.3210 -69.5514 1809 191.63 TP TP 194395.4853 1304325.9177 0.3210 -69.5514 1810 193.80 TP TP 194385.2745 1304333.3174 0.3209 -69.5514 1811 192.44 WP/TEE WP/TEE 194390.6181 1304320.0130 0.3210 -69.5514 1812 197.12 WP/TEE WP/TEE 194345.7434 1304319.4921 0.3209 -69.5514 1813 195.44 TP TP 194357.8917 1304306.1952 0.3209 -69.5514 • M Ag_ N A L,L. S R-T Pc*T L. )7 G c.,vs liR,cS @BOUNDARY POINT # 1. 10000.000 10000.000 N 1 39 38 E 254.680 POINT # 2. 10254.573 10007.380 S 88 10 20 E 296.430 POINT # 3. 10245.118 10303.659 S 1 39 58 W 254.750 POINT # 4. 9990.476 10296.252 N 88 9 28 W 296.400 POINT # 5. 10000.004 10000.006 AREA 75501.03 SQUARE FEET 1.7333 ACRES TOTAL LENGTH= 1102.26 NORTHING ERROR= +0.004 EASTING ERROR= +0.006 LINEAR ERROR= N 51 41 20 E 0.007 LOT 1 POINT # 1. 10000.000 10000.000 N 1 39 38 E 65.240 POINT # 2. 10065.213 10001.891 S 88 10 20 E 80.000 POINT # 3. 10062.661 10081.850 S 1 39 38 W 65.270 POINT # 4. 9997.418 10079.958 N 88 9 28 W 80.000 POINT # 5. 9999.990 10000.000 AREA 5220.77 SQUARE FEET 0.1199 ACRES TOTAL LENGTH= 290.51 NORTHING ERROR= -0.010 EASTING ERROR= -0.000 LINEAR ERROR= S 1 22 30 W 0.010 LOT 2 POINT # 1. 10000.000 10000.000 N 1 39 38 E 57.410 POINT # 2. 10057.386 10001.664 S 88 9 28 E 80.000 POINT # 3. 10054.814 10081.622 S 1 39 38 W 57.410 POINT # 4. 9997.428 10079.959 N 88 9 28 W 80.000 POINT # 5. 10000.000 10000.000 AREA 4592.78 SQUARE FEET 0.1054 ACRES TOTAL LENGTH= 274.82 NORTHING ERROR= -0.000 EASTING ERROR= -0.000 LINEAR ERROR= S 31 30 6 W 0.000 . e LOT 3 POINT # 1. 10000.000 10000.000 N 1 39 38 E 56.920 POINT # 2. 10056.896 10001.649 S 88 9 28 E 80.000 POINT # 3. 10054.324 10081.608 S 1. 39 38 W 56.920 POINT # 4. 9997.428 10079.959 N 88 9 28 W 80.000 POINT # 5. 10000.000 10000.000 AREA 4553.58 SQUARE FEET 0.1045 ACRES TOTAL LENGTH= 273.84 NORTHING ERROR= -0.000 EASTING ERROR= -0.000 LINEAR ERROR= S 31 11 35 W 0.000 LOT 4 POINT # 1. 10000.000 10000.000 N 1 39 38 E 75.110 POINT # 2. 10075.078 10002.177 S 88 9 28 E 80.000 POINT # 3. 10072.507 10082.135 S 1 39 38 W 75.110 POINT # 4. 9997.428 10079.959 N 88 9 28 W 80.000 POINT # 5. 10000.000 10000.000 AREA 6008.77 SQUARE FEET 0.1379 ACRES TOTAL LENGTH= 310.22 NORTHING ERROR= -0.000 EASTING ERROR= -0.000 LINEAR ERROR= S 42 37 8 W 0.000 LOT 5 POINT # 1. 10000.000 10000.000 N 1 39 38 E 50.000 POINT # 2. 10049.979 10001.449 S 88 9 28 E 216.410 POINT # 3. 10043.022 10217.747 S 1 39 58 W 50.000 POINT # 4. 9993.043 10216.293 N 88 9 28 W 216.400 POINT # 5. 10000.000 10000.005 AREA 10820.33 SQUARE FEET 0.2484 ACRES TOTAL LENGTH= 532.81 NORTHING ERROR= -0.000 EASTING ERROR= +0.005 LINEAR ERROR= S 87 42 3 E 0.005 • LOT 6 POINT # 1. 10000.000 10000.000 N 1 39 38 E 50.000 POINT # 2. 10049.979 10001.449 S 88 9 28 E 216.410 POINT # 3. 10043.022 10217.747 S 1 39 58 W 50.000 POINT # 4. 9993.043 10216.293 N 88 9 28 W 216.410 POINT # 5. 10000.000 9999.995 AREA 10820.33 SQUARE FEET 0.2484 ACRES TOTAL LENGTH= 532.82 NORTHING ERROR= +0.000 EASTING ERROR= -0.005 LINEAR ERROR= N 88 38 40 W 0.005 LOT 7 POINT # 1. 10000.000 10000.000 N 1 39 38 E 54.030 POINT # 2. 10054.007 10001.566 S 8E 9 28 E 216.420 POINT # 3. 10047.050 10217.874 S 1 39 58 W 54.030 POINT # 4. 9993.043 10216.303 N 88 9 28 W 216.410 POINT # 5. 10000.000 10000.005 AREA 11692.98 SQUARE FEET 0.2684 ACRES TOTAL LENGTH= 540.89 NORTHING ERROR= -0.000 EASTING ERROR= +0.005 LINEAR ERROR= S 87 39 14 E 0.005 • LOT 8 POINT # 1. 10000.000 10000.000 N 1 39 38 E 100.670 POINT # 2. 10100.628 10002.917 S 88 10 20 E 216.430 POINT # 3. 10093.725 10219.237 S 1 39 58 W 100.730 POINT # 4. 9993.037 10216.308 N 88 9 28 W 216.420 POINT # 5. 9999.995 10000.000 AREA 21794.51 SQUARE FEET 0.5003 ACRES TOTAL LENGTH= 634.25 NORTHING ERROR= -0.005 EASTING ERROR= +0.000 LINEAR ERROR= S 2 23 29 E 0.005 UTIL ESMT. LOT 8 POINT # 1. 10000.000 10000.000 N 1 39 38 E 80.670 POINT # 2. 10080.636 10002.338 S 88 10 20 E 61.030 POINT # 3. 10078.690 10063.337 S 1 27 9 W 34.850 POINT # 4. 10043.851 10062.453 N 88 32 51 W 40.990 POINT # 5. 10044.890 10021.476 S 1 52 10 W 45.560 POINT # 6. 9999.354 10019.990 N 88 9 28 W 20.000 POINT # 7. 9999.997 10000.000 AREA 3054.93 SQUARE FEET 0.0701 ACRES TOTAL LENGTH= 283.10 NORTHING ERROR= -0.003 EASTING ERROR= +0.000 LINEAR ERROR= S 8 48 51 E 0.003 NGPE LOTS 5 - 8 POINT # 1. 10000.000 10000.000 N 3 44 17 W 112.460 POINT # 2. 10112.221 9992.668 N 24 9 42 W 35.620 POINT # 3. 10144.720 9978.088 N 3 42 45 W 41.940 POINT # 4. 10186.572 9975.373 N 21 31 59 W 20.950 POINT # 5. 10206.060 9967.683 N 6 39 50 W 50.360 POINT # 6. 10256.080 9961.839 S 88 10 20 E 157.130 POINT # 7. 10251.068 10118.889 S 1 39 58 W 254.750 POINT # 8. 9996.426 10111.483 N 88 9 28 W 111.540 POINT # 9. 10000.012 10000.000 AREA 33511.60 SQUARE FEET 0.7693 ACRES TOTAL LENGTH= 784.75 NORTHING ERROR= +0.012 EASTING ERROR= +0.000 LINEAR ERROR= N 1 12 58 E 0.012 M r}(evs 1 '1.C, '- u,rt,T TRANSNATION TITLE INSURANCE COMPANY 14450 N.E. 29TH PLACE BELLEVUE, WA 98007 WOODCREEK LLC COUNTERSIGNED: 22526 SE 64TH PL #220 ISSAQUAH, WA 98027 Attn: KATHY 3/2 (425) 646-8580/1-800-441-7701 RANDY L.RIEMAN, ROBERT L.IVERSON, or MARGARET CAMPBELL (FAX 4(425) 646-0545) Order No. 2263006 Liability: $40, 000 .00 Premium: $200.00 Customer No. --- Tax: 1 17.20 2 Total: 17 .20 SECOND SUBDIVISION GUARANTEE 1. Name of Assured: WOODCREEK LLC, A WASHINGTON LIMITED LIABILITY COMPANY 2 . Date of Guarantee: October 4, 2000 at 8 :00 A.M. THE ASSURANCES REFERRED TO ON THE FACE PAGE HEREOF ARE: That according to those public records which, under the recording laws, impart constructive notice of matters affecting title to the following described land: See "LEGAL DESCRIPTION: " The estate or interest in the land which is covered by this guarantee is: Fee Simple Title to the estate or interest in the land is vested in: WOODCREEK LLC, A WASHINGTON LIMITED LIABILITY COMPANY subject to the Exceptions shown below, which are not necessarily shown in order of their priority. EXCEPTIONS: 1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on land or by the public records. • 2 -d OSLE-LSS-SZb uo .sod uuaAe 1 e5b :OT 00 TO now EXCEPTIONS (continued) Order No. 2263006 2 . (a) ETnpatented mining claims; (b) reservations or exceptions in Patents or in Acts authorizing the issuance thereof; (c) Indian treaty or aboriginal rights, including, but not limited to, easements or equitable servitudes; or, (d) water rights,_ claims or title to water, whether or not the matters excepted under (a) , (b) , (c) , or (d) are shown by the public records. 3 . Title to any property beyond the lines of the land expressly described herein, or title to streets, roads, avenues, lanes, ways or waterways on which said land abuts, or the right to maintain vaults, tunnels, ramps or any other structure or improvement; or any rights or easements therein unless such property rights or easements are expressly and specifically set forth in the land described herein. 4. GENERAL PROPERTY TAXES and SERVICE CHARGES, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent, May 1; 2nd half delinquent, November 1) Tax Account No. Year Billed Paid Balance 334570-0200-01 2000 $1, 894.45 $ .00 $1, 894.45 Total amount due, not including interest and penalty: $1,894.45 Levy Code: 2152 Assessed Value Land: $105, 000 .00 Assessed Value Improvements: $40, 000 .00 5. NOTICE OF TAP OR CONNECTION CHARGES WHICH HAVE BEEN OR WILL BE DUE IN CONNECTION WITH DEVELOPMENT OR RE-DEVELOPMENT OF THE LAND AS DISCLOSED BY RECORDED INSTRUMENT. INQUIRIES REGARDING THE SPECIFIC AMOUNT OF THE CHARGES SHOULD BE MADE TO THE CITY/COUNTY/AGENCY. CITY/COUNTY/AGENCY: King County Water District No. 107 RECORDED: April 9, 1993 RECORDING NO. : 9304091250 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Kenneth R. Taylor and Catherine A. Taylor PURPOSE: Ingress, egress and utilities AREA AFFECTED: The South 10.00 feet of Lot 7 RECORDING NO. : 8901050076 7 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Ingress, egress and utilities AREA AFFECTED: Over South 10.00 feet of Lot 7 RECORDING NO. : 8812190710 8. Commission Disbursement Form, and the terms and conditions thereof imposed by instrument recorded on October 26, 1999, under Recording No. 19991026000943 . • Page 2 E 'd OSLE-LSS-S2t. uol.sod uuaAel ebi. :OT 00 TO AoW EXCEPTIONS (continued) Order No. 2263006 9. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: RECORDED: October 26, 1999 RECORDING NO. : 19991026000944 REGARDING: Vacant Land Purchase and Sale Agreement for Henry House Builders LLC 10 . DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF: GRANTOR: Woodcreek LLC, a Washington limited liability company TRUSTEE: Transnation Title Insurance Company BENEFICIARY: Washington Federal Savings, a United States Corporation ADDRESS: 425 Pike St; Seattle, WA 98101 LOAN NO. : 075 207 227683-0 ORIGINAL AMOUNT: $546, 000.00 DATED: December 7, 1999 RECORDED: December 10, 1999 RECORDING NO. : 19991210001306 Investigation should be made to determine the present balance owing with the appropriate lender/agency/individual. NOTE 1 : The above captioned description may be incorrect, because the application for title insurance contained only an address and/or Parcel Number. Prior to closing, all parties to the transaction must verify the legal description. If further changes are necessary, notify the Company well before closing so that those changes can be reviewed. Closing instructions must indicate that the legal description has been reviewed and approved by all parties. NOTE 2 : The tax assessor' s records disclose the current property address to be: 3712 Lincoln Ave. N.E. , Renton, WA 98056 NOTE 3 : The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65.04 . SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. LOT 7 BLOCK 4 C.D. HILLMAN'S LAKE WA GARDEN OF EDEN ADD TO CITY OF SEATTLE DIV 7 VOL 16 PG 18 RLI � � C tS03-) , ENCLOSURES: ` ) Sketch Page 3 � 'd OSLE-LSS-SZb uol.sod uuaAe 1 ebis :OT 00 TO AoW Order No. 2263006 JEGAL DESCRIPTION: LOT -7 -IN BLOCK 4 OF C.D. HILLMAN' S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEATTLE DIVISION NO. 7, AS PER PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 18, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. Page 4 S 'd OSL£-LSS-Szb uogsod uuanel et,b :OT 00 TO Aow _.' ..tom.. ,.: or i . \ I. '\ e..,..n,, y /....rw • ,� �oe.•l� .y SE. 94T)t ST.• w^... si.) ` ll{ 777 N I.0 8 \i ✓' ,- 24 I .a • .rc ac4 s-it.T..Gs 9oI/ ie.I�a* r s'• �• ..�. w.`L� r.•}1�. It �N /T _— RE SNPOi Orf ky /o M .f� ♦♦/Vie. t 061-91 -•9212079010 �p ; p A ti . w I I/A t1 tc•• ...e I 44 /9. • 2t .. / +. -i ra>.7 ii �i kn: i O 2. 9` • ..I Lp 1 42. ; •i , ,•• % \. p 5863 39 .4 ` t,i riKCS w ; ; , ea'➢ ."/CAT 2 yi° . > ., p e/ .1 - C T1 c •tens I- C\ NI 1 o bww v^ ^' s.♦ 0 4 •vst s ; ,: I.0 !° \ ---�-- s y 1 �+.. .ZS LP/11./Pen.ti TS �♦ t. Jig." t• O- SE 867H. ST. • R•P AK «.� - y= i07 sue. • 1•I I] )c' Z . i I• 7 '111. •))J W N)e •4 a op.. lf• ; e eI f 1- OL07 f l a �` r .a(C we es..4-..1..... N Z /M lK /011 g Ziff i* f • S 4 r. p o tN' o V r, i 7 7 .\I � I 01' •0�i J lNI ..-• y AO ex , —/o - N 9 r _ ', t 'I i coF n as . ••••• j i3OiL ° & c I f • -•y • SE. e8 Tk ST. Clair.... Ufa +7- -•o M S This sketch is provided, without charge, for your information. It is not intended to show all matters related to the property including, but not limited to, area, dimensions, easements, en- croachments, or location of boundaries. It is not a part of, nor does it modify, the commicnenc or policy co which it is attached. The Company assumes NO LIABILITY for any mamer related to this sketch. References should be made to an accurate survey for further information. . • 9 'd OSGE-GSS-SZb uol.sod uJanel eSb. :0 T 00 TO AoW ry sco c I' IrI MARSHALL PRELIMINARY PLAT PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. z W 41 F CITY OF RENTON O P Z - O Y a c,5 4 W 1 EROSION CONTROL NOTES Sc SPECIFICATIONS STA ES M NIRC MCI TO ARAM 21'Mee A ` C YIN A I. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY / r,w» a Eauv 4.'‘-4„ A a+ w OCCURS,A PRE-CONSTRUCTION MEETING MUST BE HELD '�9 I \-1'. WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC •cA WORKS,DESIGN ENGINEER. 21. :: • r rw,as�E'*w«Uwwra�y°u°""a ns°'""a r"°"" SS' V 2. al limits of clearing and areas of vegetation preservation os prescribed u Y eorrce err r.a,c error sTEEa»Ess AEarF--w m FE.. + (n on the plan shall be clearly floggedin the field and observed during I ri• urt s TOTAL LENa1H=66'MIN _ = I" _- •_ OOTTC/ELEv.-r6x3 -- ��iii °e OVERLAND no.PAIN uw,»TO t r_l construction. Y e.Yx Y ME r , _ -—I_ I_i_ f W� 3. Al required sedimentation/erosion control facilities must be constructed LF SO;°A LESS°f u NC STMOAm oo,0.am 9 on woo $Tµou000 U SMALLER»Aw T»F NOTE: TRAP MAY BE FOecCD BY BERM iand in operation en l to land clearing and/or other construction to �r D SCf MC SOL Cm CO SI n I. SEDIMENT SHALL BE REMOVED OR BY PARTIAL OR COMPLETE insure that sediment laden water does not enter the natural drainage TM FROM THE TRAP MIEN IT REACHES COCA VA TION. system. All erosion and sediment facilities shall be maintained in a now FAlaC MTEML S.ME TRENCH MALL SC " wTN Vs Awwer I.IN DEPTH. 61 DI satisfactory condition until such time that clearing and/or construction is BY "MTIx""�E°°R"�C- 2. ANY DAMAGE TO THE TRAP EMBANKMENTS 9 completed and potential for On-site erosion has passed. The FABRIC°r EOM. BE `m�"M""`E OR SLOPES SHALL BE REPAMEO. i implementation, maintenance, replacement and additions to - WORE RVED'"L�»v,,.w`"`0O e005'OJT»n0 sr. Tsa erosion/sedimentation control systems shall be the responsibility of the APSE AREA s BEEN x_AKA»E rt permittee. _ PETER FA RIC FENCES xEIN INSPAST ECTED�u'mu+E.• SEDIMENT TRAP CROSS-SECTION [z" .. �� T.S.• PROLONGED ALL.».ROM AM AT EO MN,E I°DORM O O 4. The erosion and sedimentation control systems depicted on this drawing w FAQ a s•MM ""°'""�` F. are intended Aslo be minimum requirements to meet anticipated site OF s ER a»«°i ',ya progresses and unexpected o seasonal a..-.000 roar Z conditions dictate,the permittee shall anticipate that more erosionand ram,u�Mai Darts. Nw sedimentation control facilities will be necessary to insure complete ur s.m rDP¢rows w U ai siltation control on the proposed site. During the course of construction, BRUSH»BARRIER Q(�� it shall be the obligation and responsibility of the permittee to address 1$ d'cc any new conditions that may be created by his activities and to provide additional facilities, over and above minimum requirements,as may be fIDez-r—le�TFla1Re DAc Pan[:Mar s,MESON rwrm RCM MIRY. needed to protect adjacent properties�andu water quality of the receiving rA.p1RI1CrKd.Keep sea. • i drainage system. MOH 00 met maw / _ ' 9J¢ MM.A M ORD NU, 6,IA+e IYLF Ci? 5. Approval of this plan is for erosion/sedimentalon control only. It does as A�DeeTrntm ra'. not constitute an approval of storm drainage design,size nor location of W MOM,PERITECIKOs5es I / • ill pipes,restrictors,channels,or retention facilities. ❑ sts 6. During the time period of November 1 through March 31,all project @ disturbed sail areas greater than 5,000 squcre feet,that are to be left I 3b wan eravun.ACIoe�ve \ / • ft! uncorked for more than twelve (12)hours.shall be covered by mulch, Qg E¢s¢,s. � sodding,or plastic covering. a01� • 4 iP"`A'r'ra 747'''ILthALL..11,1 joi F1 7. In any area which has been stripped f vegetation and where no further Y MUM lfemC rvmtebeaEL4 , I work is anticipated fora period of 30 days or more,all disturbed areas . must be immediately stabilized with mulching,grass planting or other .•�� R AIJ approved erosion control treatment applicable to the time of year in s e OI:1 i question. Grass seeding alone will be acceptable only during the months ;h:.stead,.= >Ote::"•_+'>A.'«.'a .� - of April through September inclusive. Seeding may proceed, however,g ed r.c puryeE aEwaD u» �,�m��,,,eu`rva o�.�w r .«wr=��,. °n'.= ii�/ St amrwcMre $¢ whenever it is n the interest r the pent app but must be a \ 8 with mulching, netting,or other treatment approved by the City of KM a MOOED r'u' �`! Renton,outside the specified time period. CadaimaiGOMmw_N.mw n - 8. For all erosion/sedimentation control ponmg where the dead storage �C Lem meEax rrromav °a.` depth exceeds 6 inches,a fence,a minimum of 3 feet high is required, eeearTae Eau MmxiaMI 4 with 3:1 side slopes. Iarvammol ADO enMo 9. A temporary gravel construction entrance,8-of 4 to 6 inch E�1wc 9aw.vla e quarry spoils shall be located of all points of vehicular ingress and egress .caa w 4 to the construction site. ROAD --- --- ---- nee ra.owan meammsnca weeazm NTS 45 ` an a BENCHMARK lay 'aa... ' D.D.PAYE.» s„Ad%sow CHECKED FOR COMPLIANCE pA OF XI( 66)ENT CONTROL POINT n TO CITY STANDARDS ELEVATION: 326.65(FEET) BY our. 3/6 IN.BRONZE PLUG&PUNCH ON CONC MON, NI CASE.DN.I',1.7"$OUfKRLY!13.0' BY DATE WESTERLY OF RIE CONSTRUCTED INtERSECnON 4 BY DATE OF SE 8070 STREET a 116TH AVENUE SE. ta f ia�+`N L. a s44c c, o��-, EXPIRESf �4['"( ENGINEERS - SURVEYORS g gaTARE CONSUL Toni. INC. co _ N_ 900 MARcRAI I DRFI 114/1IADI Gunny PLAT E I PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. i Z CITY OF RENTON W //IfJOp QQQ3 I/ 14- t I 33A9001132 i r �u\ CASBRA55 DISC!N'ICONCRETE IN MONUMENT CASE oO SE BOLA STREET AND W W �Y h Pth AVE NE CITY OD, N MS CONTROL p OP-�Se \ M1 A i!1 I ill- °(.a �_ ALOE�a•DrwTY EASDIEN, ,,BD - J / I � , A �� I' 1rT��!+•'•�.��- __NGBiB]ON_ i i / i Ti0 ? 3345700182 O E_, —Z ro.cD g� �, ,, . W LINCOLN P4 �� G�E ��:� / / , �. x ,Y-B T , '�I�I - .Tom - - - -- I* BUTTER r / 'MAPLES U rE IS:4,2IT rE(N)-'SS IS )�•.\. � \ -t:__-_ `—�-- .�� \"I./ / ( '3105 SF 2A1 `� I\ iE=r51W �li]� ']y�1•- '- -+ - , . ✓ I \/ DE(RWAI NEW FACE OF araero '('/I - �^ GTr 'z BE J2'FROM EXISTING �/'I 3 ~— - -Ey�'[�(yji——F-'�-1)0—--A— «+I m-\ /\y /.0,. LxTE APtFs NEST CURB/PAVEMENT _ — I * �- �// 4-4Mtf O E�.I ErrE �/1 � T: - u•A1DER I LOT-- \\ �\ �h N. J W }`'��(. t �� ' I �� / 2-I YAHL9I g E" W 33sTm2zo LOT I I l U G: I _ �1ia:4' I \ �� Ir A Dms Yr - .Ifi _I - - _ - I .—w + ktei/ -- }I _ \1 • 4AFYE5 i00 �I reil LOT�� \ r �y3$: �\Ns 0 C3 Fx.B r r[ - I zelimittli _ _ I \ \ `4 •.T 6 ` ie'4APX r cs,°°°9 3B ,d i j ; - \\ \ \ -�.1tEEt E „J • L1 " \ VACS \ L • \ \ I/' f� I • CONIFEROUS 1REE ' , 1 B -., I ` \ 2 O LA Tp1 BASIN IJ I.I i, % - \ PROPOSED 6IFfP[. , R u FIRE HYDRANT / I .'��, .. \ '-' A WATER VALVE / r� LOT 6 / tl 190 1 Y* I I�\ rC\\ z. g =W-WATER LINE e / , `=w"�I B \ �` _ E I - BARB WIRE FENCE _ 'I ill1fl ♦ \ + E • \ 2- '11EYaa _ z- ) s /Y\ UNITS Of CLEARING 3 � �F --LOT-4-\, r 32'rAi1F - � \ P' GRAPHIC S eALE j I INN SFS 1 ra a.CO ;1 �3:I:•:I+: CALM .n;"'-T. I ,,, LOT6, \ "�' \ \ (9,TTR.T) END BRASS PLUG P' +y�N 7b R r.95z9 ,- T I ---- '`�� \ W CONCRETE/N MONUMENT iE(N)-r9r r• ,y`l. • - `; CASE AT SE BBth STREET iE(5)-'9r NI IL- I' t � / \ \ 20' / / AND IIBII RENTON ME .,r \ /, \ :m" De Rsxmx CONTROL B SE OF BARK crrr -oiAii-aux � I W " ��T � la,/ \ ——>—__".. ———�—— W / roDlr xo.less BAsa or BEARDrc:><er. II ____4__ ' � — — — NAD IP&9/Rl:BA4EDONxOLDBICROCKERY L- I1/6 BEARBYGOPNOI92'30'CAro EN¢y SMWe'E �__3345700235 b31 N © �`rr � _ / _ esrrso:C OF CONTROL 2-IB"YAPtES .".� \\ \ Pj \ \ / VHRKAL DATUM:`iJ \ SPD71',R.E. NAtD IBBe;BASCp ON HOLDING THE - I r•A��t $ $EIfISIWC 10'ESYT \ TBSQAF• ELEVATION OF 32B.B3 FEET FOR CDT X UM,'EASEMENT BE RELINQUISHED Y�' 3345700217 OF MIT.CONTROL POINT �¢, 1 1; I 00•R.O.W. I 33A5)00216 I % TRACT A '` L.�y CHEED FOR COMPLIANCE +''CK TO STY STANDARDS ENGINEERS - SURVEYORS $�S,oW BY DATE EAS��SIDE CONSULTANTS. INC. IEKPREB'r =�'4 z NCRANOS FIAOrED BY J.S.AMS A ASSOC BY DATE TNIa14.w wr EA+.w_n r.cllo9 Tua FA+AraTAW l gP1E4BER 2y 19% BY DATE �p Fr L 1)i j�i MAR SHALL PRELIMINARY SHORT PLAT PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. L CITY OF RENTON W •`� — MATCH Li E TA 3+0.a s I)qA y I I �• \ 3315700185 I 3345700182 at.'-'1 y` £ \ ; PIM BRASS DISC IN I 1 .p�' CONCRETE IN MONUCASE AT SE 60ta MENT W 5T 2Q 2.]6'RT.LNILOIH 4 I II1Y111 I 1.` AND 110.A. NE STREET A N 1 - H CRY OF RENTON CONTROL W RIM-MOT.(MATCH EX STA J+JB.JO,5. T.(PLAT RO) IE IN-118.22(E) I' ----__ -_/ 1'P STA 1+24J2-(EX T R9); t..4. POINT Na IB83 A v IE CUT-1.12(N) q RNI-19586 V I a0 W Ali -—- - ME IN_u9.9§(S"j _ •- *f A UIUTY EASEYEN- W-OU T -K9.B6 /� )A >, l_ N661W2D�r / 11T0 3345700182 W VI _MTSRSECTTON �.��' p _{L�yy.,}L�L[L{{�� J 1 -_ 299.4T 2 5.9-6� �A ,pYY°WS I . W , E x LINCOLN PL E 1 ,-.j''I t+ - '; s ie; �1�, = - - _ j6 �� — — ,,'t/„I / 1 i' E Poi,ArJ1E .)_;'�9 ■ =1 y -Lot-�I—1�0 _I --1r - II l* .y �% f-6°' i/ . 2(Sp 622) I \`i.� L! I5 153.0�1 Lh_ J i�1- _JI- c0 NEW FArc OF ZEI r0 �/j I +l `►-�_ _E - y l70 N11 Y�, \Y / °/ /�INTER✓ "� Q E MEET CURB/PApLEMENT e _s r SS a 2R �l _I I _�� \ ry / I 1 ^Z LAVE J ` -r- -,,, " ' ` ...., g F" WNy /// I I , `--,_ 1 ' I tOT i \ Ip 5 /1 I c U W �� y . im fT=161H i1\ w 3315)WB20 \\I LV,�\ I\ i F -ilia I i\ I�' ✓✓LJWli / e� /T �q] 11103, _ a F1 II I: I 1 Via_ r �� \ / tll " AI�i�i�q°. :.�„ I I�s: �" `� ° .i EX _ L'*I�3;'i'9$ v =—a -� _ A �� LjEGEND :7. 01 .� ....,_ a DECIDUOUS TREE v 1 ` / , - • CONIFEROUS TREE , .\LOIT 3-- , 9W W.L_ \ _ ,,,... .., _ \ \ \ 1 NOTE:THE EIfISINC UTILITIES AS SHOWS) /4 ICI O 7 �. I _ 1 , �f,,, }:i ly:i - Iv -- ` T��I E RNE Ull MAY EXIST. R ❑ GTd1 BASIN ii ' - r �� I ALONG THIS PROPOSED ALIGNMENT �i ORE HYDRANT / / I ,�Wy,S . 'a ��/�r�� i I\j \ �`�� PROPOSED BINFLy. J� w IT SYAU.BE THE CONTRACTOR AND/ C , All _Tn./ `•` I `- -- ;/i i I \ \ �.\ " �- - \\ I 0OR 1811E ER5 THE 92E iYPEMLOCA TO IIQV AND DC WATER VAL. DEP.OF ALL EXISTING DOUSES -W- WATER LINE ''�' \ —°S's[—— _lSS a IL y / \LO B \ \ �- PRIOR TO STARING CONSTRUCTION _ BARB waE � // F i r / ? {"'% 6`isa ` - Call Before You oho g / ,f II I / 1 i ��; \\ \ \\ \ -- _ T I o -BOII.4PI-SBSS ® SANITARY SEWER MANHOLE P �'' "� `=J `l s';; I L-\ -\_ \ \\\ 1 GRAPHIC SCALE ea1FWWr 'Z� ' �`I\\OT I r< t'�'iA1A`.` - \ _ EX '�9If- 4�€ss, r„� - _� I Lora, - I -__ �/ �_ Qj'. ` fF;IaL.S WA I\ FRO.BRASS PLUG M ,E(H9619 G CONCRETE IN MONUMENT J=I9I L� � 1 CASE AT SE BBIB SMELT BENCHMARK K(5)=t91.31 IL- Q -�� it I Si i 066,Z00•R1. AMD 116N AYE ME HAMS OF BEARDIG: IE Q --___- RIM 'L9B.0(MA 1CN FIN.GNAW CRY OF REMDN CONTROL ':. mow. \. ,,\-.tan 06 a WI& ICI '.- ' - _\ KIN-19°.11QQ( 51U8 OIIi) / POINT No.IB95. NAD Ip&3/pl;BASED ON HOLDING o. �'�� •• .`: E-SUlil9Q1/' - J _ ` THE BEARING OF NOD3260•B h 0 . t,l _ --- •- `--� BETWEEN CITr OF RHRON roMROI W .Q�'8�, - _ -- -��© \�1r] - -- - .12IS L DATUM:AND 1899 3315)00235 I I 3 [ 7 ca �_�'�1rvc[ \26T .\ J « HA VD IpBB:BASED ON HOLOLNG THE \ i% ELEVATION OF 320.65 FELT FOR CRY \ \ \ V2 \ \ \\ \ 5]921'11[ OF RENTON CONIAOL POD?No.1.'-. '11 I `MM.EA41plT p VOSS.10.EDIT TO \ / 165Bpi. `N L.8+ k I / l e°'ROW. 11.711W�c BE ITLNQA9RO I 3345700217 b 9 TRATT A G MIMEO FOR COMPLIANCE I ; �Ai'' o• � TO CITY STANDARDS ENGINEERS - SURVEYORS R' ' g BY DALE_ ��SIDE CONSUL�9(�IS. INC. DN E .l.. MEDAHDS RAGGED Br J.S.AMES A ASSOC. BY BAIT - .,- NWp 1 EP EM9ER 2S 1996 . au, AX974 BY DA1E .uai a r.NW ] s 6= MARSHALL PRELIMINARY PLAT Em PORTION OF NW 1/4 OF NE 1/4 OF SF6' u a TIn '3 Tr.Wu 1'�!��'1 SHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON B - - - - --- - I .-- zCKOLL 3345700170 W CPEP 109.53 Q _ 0 II ,(a. a N ^ _ - - I 3345700185 ^ W 'Q `IC CB TYPE -i - O r -- • IiE ir6 lfi(Nk5) 66 Q WWWN ��_ -12631 rE=11730 I JJ q W 6~ T� \\ I I as Malilinii - --- -- �— ---- L — Q'M �*Z —N azG6 easOD.I.es-..o< A ©O _Ixe, O -r— N _ w -T TB — — -- 4Y' moo_ r t- r T�--' T� - Q a, - f -,Z2- L I 1 —, ` , d."-"J"I�A�— T - - - 3 i- --3Y_ ,„ =-ram. - ,- V STA 8+00,J.T'RT. STA +9 RIM-121./82((MATCH EX.GRADE) STA 9I.0.3.87'RT. IE IN=I16.58(5)IE OUT-110.48(N) IRIMR -1J6.973((MATCH EX.GRADE) K IN-119.07(s) IE OUT=129..97(N) 3345700130 CZ" y 3345700132 O FO-i 33I5700123 .. W U I:4 SSMH 21 0 STA 3+91,582 RT. 0 RIM=136.97+ MATCH E/.GRADE) + IF 91 f29.07 ((5 W IF OUT1 128.97 2RI- N) 1y��' it til fssRT R E%ISPN��=/�_LoCO1ANE.2 1IeIfa,{ STA 6 a0,3]1'RT. Si • I'1? .a 0 MM-f21.183(MATCH EX.GRADE) --- — K IN-1I6.58(5) '- - _ •_ t2851f V + N iB TME� K OUT-I16.M(N) -� �� - �pl. CB'�5 F rK=1r6�6(vtr5) _-_ —Y` IC 1/8 v 8.0. iE(5).T.15.65 FJ ---- Ex STOP_ �E(v)-'J616 �. ____ — � I. SEBER LINE BENCHMARK I r r! W ___ ----S __ ---— B,1y w D.L•s oAnluELEVA_arrT of RENTON(NAM)mj� 1 1 Z -— 3/8 BRONZE PLUG QETPUNCN d COAL YON. 1` IN CASE,DN.F.1.2 SOUTHERLY k LID g • BEVERLY OF THE CONSTRUCTED INTERSECTION OF SE 88111 STREET 8 116TH AVENUE SE. o a 0`Y1 CHECKED FOR COMPLIANCE TO OTT STANDARDS BY DATE_ - BY (WE— NT WE 10 6+OD ,,O0 4+00 J+00+00.EN L6H -- - - - - - - - - II O.4i LINCOLN AVE. N.E. ENGINEERS - SURVEYORS �fss0 k'O �4 tiG,1 A F P41 II"Er9n,g M. --a,o'— SCALES: HOR. 1"=20' gVER. 1"=10' MVN/92CM/ .A.AUMAI CLEkkt WASP TA.17+7I18 �� MARSHALL PRELIMINARY PLAT , 1� 11°0 PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON B 6EMST .-5 r•`LOCK-%..LOST. I \ G] if R IN..9 99 y \ ay ) if our-%.H(N) _rii O4 W I m SSW II QI0..� O o W$ .75 6.11'RT \ 3345]00(63 W r- { N RM-10J.58t(MA LN EMST.(FADE) 33/5T0p1]I �F�J� \ KIN-%%(511) µ1 - r ,06 K OUT-%85(NE) \ SSMH 2 I RAISE RIM'D,120 k BAC✓r:., 3345700166 W py D6 5TA +65.M,5.08'RT E(NOOSE)=,D9]5 A W -,01—__ 1 ']p Ex CB TYPE 1 RIM-r09.651((MATCH EX.GRADE) � RIM=109.73 KIN-101.75(s - �� IIl� IC-rp6.03 ) Ex C6 iWf -'1 :":' B An-r __— (nests K OUT-1Dr.65(NW) ( =m r. ••.,'+x- Ny�] < --_ __ II Mr M,OR OR(N9ASE) ft 0 1•E �,_ E 17 0, _ -� E+y .--(W.WK'_ W - rE=f0]6, N95 \ _ EF -9. fb Q , DRIVE -5_ r/ QI �W/ ,_--_„ ., . E-10356� , IS=War _7�_—�ce. �' mow, r_ CB rroC,�- 0�5� I+Y Z 3345700110 VM=r4r 92 ` I 3345100112 -0'0 -�GPE-4 C_ 0 O 0..](Nt_i 33.5]00 15 )Si. 33.STo6130 g .F.. W tilil R �1 O SSMH n 59NHTA STA 10+26.75,6.1.'RT. + S +6.38 5.08'RT. O RIM-105.58t(MATCH EXIST.GRADE) RIM-199.651(MATCH EX.GRADE) IC OUT%93 SW) IE IN- an 98,8:(NE) K OUT• 101.65(N) g 125 - — '' ' , !� I Ex g.PE: W BENCHMARK Fx.CB*YPE -� Rm.,"8• OTT Cr RENTON CONTROL POINT/1805 RIM-r09.]J IE-10]6,(NOS) W DATUM: OTT Cr RENTON(NA.D 88) ,E=10603(SOPS) \ Z - ELEVATION: 326.65(FEET) ¢ __ 3/8 IN.BRONZE PLUG k PUNCH ON CDVC MOJ, I IE O PROPOSED SEWER MC-705.6 N, - -" �' NESIERCY Cr THE LON5IRIILIED MIIERSELDON IN CASE,DN.I',1.7 SOUTHERLY&13..0' A�N.E. __- _ -4--NEW COCA'0,,,_.:„_______,-----_-_, -' ' -� Cr SE OBTN STREET&1r6TH AO,06UE SE. EXI5TINIG GRADE=IJNGDII'(__ —— Ex sro9u,nE �— Is 100 _ --- --^ Y CL 50 D1.•5.'5. SE*"UNE x.r1"CF EP C4 y0 265 LF 8 RarSE0n7 TO 1 l^�V'�r �- SED TO,F=,09 50 • 181 LF 8•CL 50 D.I.O S-1.611 SEMER CrR CHECKED FOR COMPUANLE TO OTY STANDARDS amino eur BY OA7E_ MOO BY DATE_ i .. BY _DATE g 10+00 9+00 8+00 ]+00 N L 4 +0 0�i 0 iW LINCOLN AVE. N.E. ENGINEERS - SURVEYORS 30N. ' SCALES: HOR. 1"=20' E t� D .T9!'l1S'E CONSUL INC. ..WE6"r"'° 1 g VER. 1"_10 W�Tl:A I.XM�... CYCITY OF RENTON BOARD OF PUBLIC WORKS \4DIO .03c 1Slip Jesse Tanner, Mayor April 9,2001 Brandy Quimbey Customer Service Representative Home Street Bank 11711 S.E. 8t Street No. 110 Bellevue, WA 98005 SUBJECT: RELEASE OF ASSIGNMENT OF FUNDS MARSHALL SHORT PLAT,OFF-SITE DEFERRAL,LUA 99-039 3712 LINCOLN AVE.,RENTON,WA Dear Ms. Quimbey: This letter will serve as your authority to release the subject$7,500.00 Assignment of Funds in Account No. 0350008033, posted with the City of Renton on behalf of LaVern Poston of Chambord Development Company. The original security is enclosed for your files. If you have any questions,please do not hesitate to contact Paul Lumbert at(425)430-7304. Sincerely, I-, ,( ( U Neil Watts,Chairman Board of Public Works cc: LaVem Poston,Chambord Development Co. Phillip Kitzes,PK Enterprises Paul Lumbert,Board Coordinator Norma Kuhn,Finance Department Board Members LUA 99-O f 1055 South Grady Way- Renton, Washington 98055 (425)430-7204 H.\DIVISION.S\BPW\DEFERRAL\relmarshall.deielf,Vmile (425)430-7241 &(°0 AIR CITY OF RENTON CITY CLERK DIVISION MEMORANDUM DATE: February 22, 2001 TO: Carrie Olson-Davis cc: Arneta Henninger FROM: Suzann Lombard x6521 SUBJECT: Marshall Short Plat—LUA-99-039 Bill of Sale Rec#20010104000391 The attached document has been recorded with King County, and is being returned to you. Please forward a copy to parties of interest. A copy has been placed in the land use file. Thank you. Enclosures: (2) Return Address: 2001010400039 - City Clerk's Office PACE 001 OF ROFT 9.00 002—S 1 01/04/2001 10.17 City of Renton KING COUNTY, WA 1055 South Grady Way Renton, WA 98055 . BILL OF SALE PL I Property Tax Parcel Number:3 4570 ._0?Co Project File# -t.10- Street Intersection: I Address: • Z Ll Reference Number(s)of ocumentsents assigned or released:Additional reference numbers are on page �JQt� Grantor(s): Grantee(s): 1. (A !i L.,t... ._., 1. City of Renton, a Municipal Corporation 2. The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the Grantee,as named above,the following described personal property: WATER SYSTEM: Length Size Type�e o 1Z�, L.F.of ( Water Main o j R L.F.of A 4 Water Main v L.F.of " . j Water Main o ( each of 3 " Gate Valves f 2 " t each of (40 " Gate Valves o fl each of Fire Hydrant Assemblies • SANITARY SEWER SYSTEM: Length Size Type o L.F.of o (U L Sewer Main N 7Ro L.F.of „ ( Sewer Main L.F.of Sewer Main each of 20/r Diameter Manholes each of ? " Diameter Manholes each of " Diameter Manholes STORM DRAINAGE SYSTEM: Length Size Type L.F.of (Z " ,itif Z- Storm Line L.F.of Storm Line L.F.of Storm Line 2_ each of .. " �Z Storm Inlet/Outlet / each of TZ... Storm Catch Basin each of % Manhole STREET IMPROVEMENTS: (Includin Curb,Gutter, Sidewalk,Asphalt Pavement) Curb,Gutter,Sidewalk 25., L.F. Asphalt Pavement: SY or 4 L.F.of 7. .._— Width STREET LIGHTING: #of Poles By this conveyance,Grantor 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 forever. _A_ t ti ^ti � y, H:\FILE.SYS\FRM\84HNDOUT\BILLSALE.DOC\MAB Page I ( I i Form 84 0001/bh IN WITNESS WHEREOF,I have hereunto set my hand and seal the day and year as written below. - at J e� LZ INDIVIDUAL FORM OF ACKNOWLEDGMENT 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 instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: REPRESENTATIVE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) .-- Cr) I certify that I know or have satisfactory evidence that (-*-2 c signed this instrument,on oath o stated that he/she/they was/were authorized to execute the instrument and o acknowledged it as the and of to be the free and voluntary act of such o party/parties for the uses and purposes mentioned in the instrument. cr) Notary Public in and for the State of Washington o Notary (Print) `" My appointment expires: Dated: CORPORATE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTS(QF Kp1G ) ` `\��„`\\ 1 On this -N day of�C ,_� before me personally appeared - LOMe 11 it fr-or d �aS S to me known to � ,,,,N"4'4�P� r, be Ct_N6(�n,-F of the corporation that , , / executed t e within instrument,and acknowledge the said instrument to be the free �Q '..,\tat `t' , and voluntary act and deed of said corporation,for the uses and purposes therein ,� z� • V %s Z ' mentioned,and each on oath stated that he/she was authorized to execute said iN �i �pu��= � ins ent and that the seal affixed is the corporate seal of said corporation. •i� 9-e, ' - r' isT. cF` P, - ota ublic in and for the State of Washingtoqn •�` ` Notary(Print) .c..f -u1 n !t , 1—e �to at(" d� My appointment expires: ) �i u q Jo i Dated: I a—P2-/..2-0b.; Page 2 dO 11010 q-efiRi) ,d3 I q ,Sl BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday, October 11, 2000 Conference Room No. 620 IN ATTENDANCE: Neil Watts, Chairman Larry Meckling, Building Official Dave Christensen,Utilities Systems Jim Gray,Fire Prevention Kevin Milosevich, Police,Absent Paul Lumbert,Board Coordinator,Absent Mickie Flanagan, Recording Secretary Judy Walter,PBPW Administration VISITORS: Brad Hughes,Labrador Ventures Phil Kitzes,Marshall Plat Mr. H. Pool MINUTES 1. CALL TO ORDER: Chairman Watts called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Moved by Christensen,seconded by Gray to approve meeting minutes dated October 4, 2000. MOTION CARRIED. 3. REQUESTED ACTION: • UNDERGROUND VARIANCE, QUEST (U.S. WEST), alley between Morris Ave. S. and Burnett Ave. S. (300 block) - Applicant requests a Variance from the Underground Ordinance for the installation of underground utility lines to place aerial telephone cable on existing utility poles. Action: Moved by Christensen, seconded by Meckling to grant the variance for installation of underground utility lines,to place approximately 405 L.F. of aerial telephone cable on existing utility poles in the alley between Morris Ave. S.,and Burnett Ave. S. (300 block), subject to the following condition: 1) That the applicant agree to participate in any future improvement project in the area which would necessitate placing the overhead utility system underground. MOTION CARRIED. • ON/OFF-SITE DEFERRAL. MARSHALL PLAT, 3712 Lincoln Ave. N.E.,LUA 99-039 - Applicant requests a deferral of streetlights for a 6- month period of time to complete recording of the plat.. 'IP S Board of Public Works October 11, 2000 Page 2 Action: Moved by Christensen, seconded by Meckling,to grant the deferral of streetlights for a 6-month period of time to complete recording of the Plat, subject to the following condition: 1) Applicant shall post a security device in the amount of$7,500.00, which is 150% of the cost of the improvements. MOTION CARRIED. • OFF-SITE DEFERRAL REQUEST, FREEDOM SHORT PLAT, 2019 N.E. 40' St. - Applicant requests a waiver for curb gutter, sidewalks and street paving Action: Following a brief discussion, it was Moved by Christensen, seconded by Meckling,to grant a waiver for off-site improvements (curb, gutter, sidewalks and street paving) on that portion of N.E. 40th St. east of the required cul-de-sac improvements to the Short Plat and Aberdeen Ave. N.E. MOTION CARRIED. ON/OFF-SITE DEFERRAL,CLOVER CREEK(LABRADOR PLAT)Lake Washington Blvd.And Burnett Ave.N.,LUA 98-141 - applicant requests a deferral of final lift of asphalt paving, street signs,mailboxes, and removal of temporary culvert. Discussion: Regarding the release of easements for this plat, it was suggested to Mr.Hughes that he contact his Title Company to find out if this needs to be done before receiving a Plat Certificate of Title. Action: Moved by Christensen,seconded by Meckling,to grant the deferral of on/off site improvements,only for the following items: 1) Final lift of pavement for the new streets within the plat;2)monumentation, channelization, and replacement of damaged curbs, gutters and sidewalks within the plat; 3) raising the utilities lids, grates and covers from the temporary grades established for the existing pavement elevations to the final elevations of the final lift of pavement; and 4) installation of mailboxes for the plat. This approval is also subject to the following condition: Applicant shall provide a security device in the amount of$50,000.00 (150% of the cost of the improvements). MOTION CARRIED. CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 24,2001 TO: Marilyn Petersen,City Clerk's Office FROM: Carrie K. Olson-Davis,Plan Review,x7235 2 SUBJECT: MARSHALL SHORT PLAT LUA-99-039-SHPL Lincoln Av NE and Lincoln Ct NE Attached please find the above-referenced original mylar and one copy mylar,and four(4)copies of the mylar for recording with King County. The recording instructions in order are as follows: 1. Record the short plat. 2. Request King County to return the executed copy mylar to us for our records. Please have the Courier take these documents via 4-hour service 10:00 a.m. deadline. A check in the amount of$15.29 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: Kayren Kittrick(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) Yellow File \\TS SERVER\SYS2\COMMON\C:\PlanReview\CDAVIS\SHRTPLA11Marsha l8m.doc CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: January 24, 2001 TO: Gregg Zimmerman,Administrator FROM: Carrie K. Olson-Davis,x7235 CID� SUBJECT: MARSHALL SHORT PLAT LUA-99-039-SHPL Lincoln Av NE and Lincoln Ct NE Technical Services and Development Services have reviewed and recommended approval for the above mentioned short plat. Requirements and conditions have been fulfilled, fees paid. Two original mylars are attached and are submitted for your review and signature. Please return mylars to me for recording. Thank you. cc: Kayren Kittrick Yellow File \\C:\PlanReview\CDAVIS\SHRTPLAT\Marshall7m.doc ED f. ,4 CITY OF RENTON co), PLANNING/BUILDING/PUBLIC WORKS ujiv osRs EMSN MEMORANDUM DATE: January 15,2001 TO: Bob Mac Onie,Technical Services Sonja Fesser,Technical Services FROM: Carrie Olson-Davis,Plan Review SUBJECT: MARSHALL SHORT PLAT LUA-99-039-SHPL Attached is the most recent version of the above-referenced short plat.The following attachments are enclosed for your review: • Marshall Short Plat drawing Approval: \r pp( Q �,.• c fh J ,Date: t V l Robert T ac Onie,Jr. Son Fes r C:\PlanReview\CDAV IS\SHRTPLAT\Marshall5m.doc CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: November 30,2000 TO: Kayren Kittrick,Plan Review FROM: Carrie Olson-Davis,Plan Review SUBJECT: MARSHALL SHORT PLAT ODE LUA-99-039-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. 7 ✓`4 3 V vb /cf79 /-1../-4Ad Approval: AAY-1. y-,00„ ,Date: l I5 Kg)v CITY OF RENTON 1055 S.Grady Way Renton,WA 98055 Printed: 01-23-2001 Land Use Actions RECEIPT Permit#: LUA99-039 Payment Made: 01/23/2001 12:36 PM Receipt Number: R0100448 Total Payment: 13,163.83 Payee: Wyndham Current Payment Made to the Following Items: ACCOUNT CODE DESCRIPTION AMOUNT 105.000.09.3 Fire Mitigation-SFR 3, 904 .00 105.000.16.3 Traffic Mitigation Fee 5,013.75 105.000.20.3 Park Mitigation Fee 4,246.08 Payments made for this receipt Type Method Description Amount Payment Check 2115 6, 163.83 Payment Check 1020 7, 000.00 Account Summary for Fees and Payments Description Account Code Current Pmts Fire Mitigation-SFR 105.000.09.345.8 3, 904.00 Park Mitigation Fee 105.000.20.345.8 4,246.08 Traffic Mitigation Fee 105.000.16.344.8 5, 013.75 CITY ok_,F RENTON Planning/Building/Public Works Department J e Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 19, 2001 Post-it®Fax Note 7671 Date, //. Ipag°es� To I From/1 Q ColDe Phone# C�L l /VL�,�(JC� Phone fig, `/ Fax#4_5 3(%2"!6;4 Fax# 4,07.6-31:2' 307 Mr.Ray Mass Chambord Development Company, Inc. 22526 SE 64th Place, Suite 220 Issaquah WA 98027 SUBJECT: MARSHALL SHORT PLAT LUA-99-039-SHPL Dear Mr.Mass: The final review on the above-mentioned short plat has been completed and approval is subject to the following conditions: • Payment of the Mitigation Fees: Transportation: 5,013.75 Parks: 4,246.08 Fire: 3,904.00 TOTAL $13,163.83 These fees can be paid at the Customer Services Counter on the 6th floor of Renton City Hall. When the fees are paid,you may submit the signed and notarized original short plat mylar(one original and one mylar copy of each sheet)along with a check in the amount of$15.29 (current courier fee)made out to CD&L. The original short plat mylar will be signed by our Public Works Administrator and sent to King County for recording. Should you need to discuss any portion of this letter please contact me at(425)430-7235. Sincerely, dv — — & -Yr—A,o.,04 Carrie K. Olson-Davis Development Services,Plan Review FAXED TO: Rob with Eastside Consultants 425-392-4676 cc: Yellow File C:\PlanReview\CDAVIS\SHRTPLAT\Marsha1l6L.doc 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer **************************************************************** City of Renton WA Reprinted: 11/27/00 13 : 11 Receipt **************************************************************** Receipt Number: R0003146 Amount : 20, 447 . 68 06/13/00 10 :20 Payment Method: CHECK Notation: #1223/CHAMBORD Init : CFK Permit : U000065 Type : ENG ENG Construction Per Parcel No: 334570-0200 Site Address : 3712 LINCOLN AV NE Location: LINCOLN AV NE Total Fees : 24, 425 . 38 This Payment 20, 447 . 68 Total ALL Pmts : 24 , 425 . 38 Balance : . 00 **************************************************************** Account Code Description Amount 401 . 343 . 90 . 00 . 0003 Stormwater Insp Approval 1, 061 .44 421 . 388 . 10 . 00 . 0020 Spec Util Connect Sewer 4 , 680 . 00 401 . 343 . 90 . 00 . 0002 Sewer Inspection Approvl 3 , 942 . 73 000 . 322 .40 . 00 . 0000 Right-of-way Constructn 90 . 00 421 . 388 . 10 . 00 . 0010 Spec Util Connect Water 5, 950 . 00 401 . 343 . 90 . 00 . 0001 Water Inspection Approvl 655 . 26 401 . 388 . 10 . 00 . 0013 Misc. Water Installation 988 . 25 421 . 388 . 10 . 00 . 0040 Spec Util Connect Stormw 3 , 080 . 00 **************************************************************** City of Renton WA Reprinted: 11/27/00 13 : 11 Receipt **************************************************************** Receipt Number: R0000341 Amount : 3, 977 . 70 01/24/00 14 :33 Payment Method: CHECK Notation: CHAMBORDDEV425 Init : AH Permit : U000065 Type : ENG ENG Construction Per Parcel No: 334570-0200 Site Address : 3712 LINCOLN AV NE Location: LINCOLN AV NE Total Fees : 24 , 425 . 38 This Payment 3 , 977 . 70 Total ALL Pmts : 24 , 425 . 38 Balance : . 00 **************************************************************** Account Code Description Amount 000 . 343 . 20 . 00 . 0000 Public Works Inspection 1, 632 . 28 401 . 343 . 90 . 00 . 0003 Stormwater Insp Approval 648 . 52 401 . 343 . 90 . 00 . 0002 Sewer Inspection Approvl 1, 365 . 66 401 . 343 . 90 . 00 . 0001 Water Inspection Approvl 331 .24 BOO 0 0 31 Ltmqp-03 .7 DEMOLITION OF SINGLE FAMILY RESIDENCE 3712 LINCOLN AV NE WOODCREEK, LLC 22526 SE 64TH PL #220 ISSAQUAH, WA CASCADE BLDRS/DEVELOPERS INC CASCABI044OO PO BOX 637 (206) 540-4939 CARNATION, WA 22843 98014 01/24/2000 08/08/2000 . 00 334570-0200 08/08/2000 $20 . 00 WILL BE CHARGED FOR COPIES OF LOST OR DAMAGED PERMITS j PROPERTY SERVICES FEE REVIEW FOR SUBDIVISIONS No. 99 - 021 . APPLICANT: I..IA s(-4.41__L - 1 S(C1-4a1N i r i.) RECEIVED FROM (date) JOB ADDRESS: .3'7 I?� LI WO# 78 5O9 NATURE OF WORK: B 1 41-}n -p 1.�. "( M �`� Q L1 Sl-4 L LND/ ?.(3-O � X PRELIMINARY REVIEW OF SUBDIVIION BY LONG PLAT, NEED MO1ZE ORMATION: 0 LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. 0 PID#'s 0 VICINITY MAP FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES 0 SQUARE FOOTAGE ❑ OTHER PRELIMINARY FEE REVIEW DATED .41 p?/CR 0 FRONT FOOTAGE ❑ SUBJECT PROPERTY PARENT PID# 3.4-`j7Q-e- 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 Latecomer Agreement(pvt)WASTEWATER Latecomer Agreement(pvt)OTHER Special Assessment District/WATER Special Assessment District/WASTEWATER Joint Use Agreement(METRO) Local Improvement District • Traffic Benefit Zones $75.00 PER TRIP,CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS I SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ .1il\D6k�C FEE 0 Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd SQ.FIG. Single family residential$850/unit x 7 6, a 5,95o.Oo Mobile home dwelling unit$680/unit in park Apartment,Condo$510/unit not in CD or COR zones x P. 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❑ Estimated 61 C141Gj ❑Pd Prey. ❑Partially Pd(Ltd Exemption) )Z1 Never Pd . I Single family residential$585/unit x 4, .o0 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 0 Estimated 6/AS S ❑ Pd Prey. 0 Partially Pd(Ltd Exemption) (4 Never Pd Single family residential and mobile home dwelling unit$385/unit x F} 1 00 \ '5,080.0crD All other properties$0.129sq ft of new impervious area of property x 'R (not less than$385.00) PRELIMINARY TOTAL $ 13, 7 IQ.oco Signal of R ewing Authority jiltei 5/4/0c, vg,� DA n ❑ *If subject property is within an LID, it is developers responsibility to check with 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. Q ❑ Current City SDC fee charges apply to M m CD c:/tcmplatc/feeappl/tgb EFFECTIVE July 16, 1995/Ord. Nos.4506, 4507, 4508, 4525, and 4526 o • CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: January 15,2001 TO: Kayren Kittrick,Plan Review FROM: Carrie Olson-Davis,Plan Review SUBJECT: MARSHALL SHORT PLAT LUA-99-039-SHPL Attached is a copy of your last review of the above referenced short plat. If all review concerns have been addressed,please sign that sheet and return to me. Thanks. Cto CITY RENTON sal Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator January 4,2001 Mr. Ray Mass Chambord Development Company, Inc. 22526 SE 64th Place, Suite 220 Issaquah WA 98027 SUBJECT: MARSHALL SHORT PLAT LUA-99-039-SHPL Dear Mr. Mass: The latest review submittal on the above-mentioned short plat has been completed and the attached comments have been returned. Please review these comments and make the necessary changes. Once all changes have been completed please resubmit two copies of the short plat drawings. SHORT PLAT DRAWING COMMENTS: • Our previous comments regarding what was set at the southeast corners of proposed Lots 6, 7 and 8 have not yet been addressed. At a minimum, the southeast corner of Lot 5 should be set and noted accordingly on the drawing. Included in each of Lots 5 through 8, inclusive, is a portion of the Native Growth Protection Easement. Is said easement area preventing the setting of these corners? • See the attachment for a spelling error. As a reminder, the following items on your construction project will need to be addressed before recording of short plat: Street name sign installed, water meter relocated,AsBuilts need proper meter location, and AsBuilt mylars need to be turned in to your Project Manager, Arneta Henninger(425-430-7298). Should you need to discuss any portion of this letter please contact me at(425)430-7235. Sincerely, D,6 J Carrie K. Olson-Davis Development Services,Plan Review FAXED TO: Rob with Eastside Consultants 425-392-4676 cc: Arneta Henninger Yellow File C:\PlanReview\CDAV IS\SHRTPLAT\Marshai l4L.doc 1055 South Grady Way-Renton,Washington 98055 This paper contains 50%recycled material,20%post consumer a5.4u `STORM ;,y o Z 216.43' FD. REBAR & CAP BRAINAGE 77' W/P.L.S. #5524 r� S �,K VAULT .o ACCEPTED F wi. N88J2'S1`W0 K. z 3 40.99' AA o- N hl lg b �I�. NO i OI ;n - -I N88179'28"W C ^ ,q'' 20.00' f -,Y, _ ;-.!-� LOT 8 w� �� n 1 21,795 S.F. N It r5 zo ^a a. a v 00. / f * ry 0 7 ' N86V9'28'W 216.42' Z `, yI: o = � LOT7 wa 11,693 S.F. mve 0 ;el V In N88 09'28"W . a co g LOT 6 216.47 ..0 •.• a 10,820 S.F. R Z ,a NEW 26'PRIVATE ACCESS w • & UTILITY EASEMENT Q 8 n-,n 9;S UTILITY EASEMENT TO THE z t Lo d o P o, CITY OF RENTON PER REC.I� ,w z y Na 20001017000376 r' IA ,, O N8;'09'28"W VI I �, _ Z 216.41' `2 v ,_I LOT 5 N; i� g I 10,820 S.F. al Z�/ $ w r. J`"I IF .8 j- '� .7 esi •216.40� • N88'09'28"W -- / _111,54' 5 2 [N89 55'W PLAT] 296.40' [296.00'PLAT] IEW 26'PRIVATE ACCESS k UTILITY EASEMENT EX. 10'EASEMENT FOR 'i?,,I;.T A, ITILITY EASEMENT TO THE INGRESS, EGRESS, AND 11,hi 't„p, (.155-ryl.t•54iP't. :ITV OF RENTON PER REC. UTILITIES PER REC. NO'S P.U.C. y�n yy�I,.y.y. y JO. 20001017000376 , , 8901050076 &88121 90 71 0V,. l,.t„-:,t, .. EX. 10'SEWER EASEMENT- 1.0• Ti PER REC. NO. 20001017000377 EAST 1/4 COR. S. 32 FND. BRASS PLUG IN CONCRETE IN MONUMENT CASE AT SE 88th STREET AND 116th AVE. SE. CITY OF RENTON CONTROL POINT No. 1835. _ VISITED 9/98 2620.4-4 32 33 SURVEY NOTES: 1, BASIS OF BEARINGS IS THE NORTH AMERICAN PLAN CRY Q RENT so DATUM OF 1983 (1991 ADJUSTMENT) AS ESTABLISHED BY HOLDING NO1'32'50"E BETWEEN CITY OF RENTON JqN 0 2 2001 CONTROL POINTS 1835 AND 1893. 2. A FIELD SURVEY WAS PERFORMED USING A PENTAX RECEIVED PTS-V3. THREE SECOND TOTAL STATION, /NTH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY W.A.C. E SET 332-130-090. tiro n ON RESTRICTIONS FOR NATIVE GROWTH PROTECTION EASEMENTS 3. THE LEGAL DESCRIPTION AND ENCUMBERANCES AS RECEIVED BY THE NATIVE GROWTH PROTECTION EASEMENT(NGPE) ON THIS TRANSNATION TITLE I ARE BASED NSURSUBDIVISION NCE I COMPANY,AORDER ENO. DEC 2 7 2000 SHORT PLAT IDENTIFIES THE WETLAND AND BUFFER. THE 2263006, DATED OCTOBER 4, 2000 AT 8:00 A.M. CREATION OF THE NATIVE GROWTH PROTECTION EASEMENT BUILDING DIVISION (NGPE) CONVEYS TO THE PUBLIC A BENEFICIAL INTEREST IN THE LAND WITHIN NT AREA. THIS INTEREST 4. REFERENCE IS MADE TO THE FOLLOWING SURVEYS SHALL BE FOR TH •RUPO -,`iF PRESERVING NATIVE WHICH WERE USED TO CALCULATE AND/OR ASCERTAIN INDEX LOCATION VEGETATION FOR TH " L• OF SURFACE WATER AND THE BOUNDARY AS SHOWN HEREON: EROSION, MAINTENANCE SEC. 32, T.24N., R.5E. W.M. OF SLOPE STABILITY, VISUAL AND THE PLAT OF C.D. HILLMAN'S LAKE WASHINGTON AURAL BUFFERING, AND PROTECTION OF PLANT AND ANIMAL GARDEN OF EDEN, ADDITION TO SEATTLE, DIVISION HABITAT. THE.NATIVE GROWTH PROTECTION EASEMENT NO. 7, VOLUME 16 OF PLATS, PAGE 18. IMPOSES UPON ALL PRESENT AND FUTURE OWNERS AND WESTMOVO SHORT PLAT 120, PAGE 108 (A-B) OCCUPIERS OF THE EASEMENT AREA ENFORCEABLE ON RECORD OF SURVEY BOOKTBOOK OK, PAGE 1G3 BEHALF OF THE PUBLIC BY THE CITY OF RENTON, TO LEAVE OF SURVEY BOOK 63, PAGE 153 UNDISTURBED ALL TREES AND OTHER VEGETATION WITHIN THE CITY RECORD RENTON CONTROL NETWORK. 217 EASEMENT AREA. THE VEGETATION WITHIN THE NGPE MAY NOT BE CUT, PRUNED, COVERED BY FILL REMOVED OR 32 DAMAGED WITHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY OF RENTON, PROVIDED HOWEVER, THAT THE OWNERS OF TOTAL AREA = 1,733 ACRES(275,505 S.F.) UNDERLYING PROPERTY MAY INSTALL LANDSCAPING. THE PROPOSED NO. OF LOTS - 8 RIGHT OF ENTRY GRANTED HEREIN SHALL APPLY TO THE TOTAL AREA IN LOTS = 75,505 S.F. AGENTS, REPRESENTATIVE AND EMPLOYEES OF THE OWNERS TOTAL AREA IN PUBLIC STREETS = 0 S.F. OR SUBSEQUENT OWNERS OF THE UNDERLYING PROPERTY. PERCENTAGE OF LAND IN PUBLIC STREETS - OX CLIENT: % CITY OF RENTON CHAMBORD DEVELOPMENT ��A aD R 31591 W. MORRISON CT. �`'.•• ' DEPARTMENT OF' PL1F31_,IC WORKS CARNATION, WA. 98014 '.(OF ��'It�� :N 4, MARSHALL SHORT PLAT lis o' .� •. IN THE SW1/4, NE1/4, SEC. 32, T.24N., R.5E., W.M. ,qFQ S 16`,O..,...k '1DE CONSULTANTS. INC. q1 LAM' DESIGNED S. KITZ DATE 10/00 JOB NUMBER 98148 TVEYORS 415 RAINIER BIND. IL .NEXPIRES : AUG. 21 2009 DRAWN. S. KITZ SCALE ��-40� SHEET: 1 OF`. 2 2-5351 IS8AOUAI{ Wi15HIMOrOVN BBOlr. cHLcKEO: R. KITZ CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: 01/04/01 TO: Carrie FROM: Arneta H. X7298 k,) , SUBJECT: MARSHALL SHORT PLAT LUA 99-039 Attached is the Maintenance Bond for the above project. I sent the Bill of Sale and Final Cost Data information to you on December 22. The status on the rest of the project is as follows: • The AsBuilt mylars need to be turned into the City(after of course the last item in this list is finished) • The site needs the street name sign installed • The existing water meter needs to be relocated • The AsBuilts need to reflect the proper meter location Once I received verification on the above I would approve the short plat to proceed to recording. Cc:Kayren Document3\ajh CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: January 4,2001 TO: Carrie Olson-Davis FROM: Sonja J. FesserR SUBJECT: Marshall Short Plat,LUA-99-039-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: Our previous comments regarding what was set at the southeast corners of proposed Lots 6, 7 and 8 have not yet been addressed. At a minimum,the southeast corner of Lot 5 should be set and noted accordingly on the drawing. Included in each of Lots 5 through 8, inclusive, is a portion of the Native Growth Protection Easement. Is said easement area preventing the setting of these corners? See the attachment for a spelling error. \H:\FILE.SYS\LND\20\0246\RV010104.DOC CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: January 2,2001 TO: Bob Mac Onie,Technical Services Sonja Fesser,Technical Services FROM: Carrie Olson-Davis,Plan Review Ojb SUBJECT: MARSHALL SHORT PLAT LUA-99-039-SHPL Attached is the most recent version of the above-referenced short plat.The following attachments are enclosed for your review: • Marshall Short Plat drawing Approval: \ ,Date: Robert T Mac Onie,Jr. Sonja Fesser C:\PlanReview\CDAVIS\SHRTPLAT1Marshall Short Plat3m.doc cs 0> CITY RENTON NIA Planning/Building/Public Works Department 7 e Tanner,Mayor Gregg Zimmerman P.E.,Administrator December 11,2000 • Mr.Ray Mass Chambord Development Company,Inc. 22526 SE 64th Place, Suite 220 Issaquah WA 98027 SUBJECT: MARSHALL SHORT PLAT LUA-99-039-SHPL Dear Mr.Mass: The latest review submittal on the above-mentioned short plat has been completed and the attached comments have been returned. Please review these comments and make the necessary changes. Once all changes have been completed please resubmit two copies of the short plat drawings. SHORT PLAT DRAWING COMMENTS: • Item#3 under"SURVEY NOTES"(Page 1 of 2)is incomplete. • Indicate what was set at the southeast corners of proposed Lots 6,7 and 8. • See the attachment for an item that needs correcting. • Note the recording number of the 26' wide city-held utilities easement on the drawing in the places provided, if already recorded(King County Recording No. 200001017000376). • Please add the language "the ownership and"to the second line of the Private Easement For Access And Utilities Maintenance Agreement note. (The owners of Lots shall have an equal and undivided interest in the ownership and responsibility . . .) Should you need to discuss any portion of this letter please contact me at(425)430-7235. Sincerely, Carrie K. Olson-Davis Development Services,Plan Review FAXED TO: Rob with Eastside Consultants 425-392-4676 cc: Yellow File C:\PlanReview\CDAVIS\SHRTPLA1'Marshall2L.doc 1055 South Grady Way-Renton,Washington 98055 a)This paper contains 50%recycled material,20%post consumer 30' A _ GJV.7J — 155. )RM logs Z 216.43' �FD. REB�.'. a CAP AINAGE o W/P.L.S. #5524 ULT� �o O� ACCEPTED 88.32"51 rWJ � */71, 40.99 m Z m - � NO ll. it.nt OI 6'09'28'W i cv 00. LOT 8 w Z� J 121,795 S.F. s. z ^ a to � A Ni o0 4 N88'09.28"W N h 216.42' IC `� N O 7 11L,693T S F. a`' la o i. ,11:1 ..7 M N88'09'28'W LOT 6 1 216.41' O ., q v W Q Q 10,820 S.F. 0 a `EW 26' PRIVATE ACCESS I 2 co W UTILITY EASEMENT oo '.(�'� T1LIT7 EASEMENT TO THE z ,in 2 0 ITY OF RENTON PER REC.h z 'O. rn V `. t N88'09'281W I 216.41' 1 j LOT 5 ti VI 10,820 S.F. rn11!, /„/ o In f r) 216.407 - - - - "4-- 74 o ,,, _ 111.54' z 296.40' 'r '� _� T] (296.00' PLAT] ICCESSIT EX. 10' WATER EASEMENT TO Inc. PER REC. NO. 20001017000376 „;, „_„ , ,_ =R REC. EX. 10' ENT FOR— ,_„ T ,,, ESS, EGRES D' SEWER EASEMENT— UTILITIES PER REC. NO'S , „ , REC. NO. 20001017000377 8901050 79)dc 8812190710 .17 • 76? EAST 1/4 COR. S. 32 FND. BRASS PLUG IN I CONCRETE IN MONUMENT CASE AT SE 88th STREET AND 116th AVE. SE. CITY OF RENTON CONTROL POINT No. 1835. VISITED 9/98 32 2620.44' 33 SURVEY NOTES: 1. BASIS OF BEARINGS IS THE NORTH AMERICAN DATUM OF 1983 (1991 ADJUSTMENT) AS ESTABLISHED BY HOLDING NO1'32'50"E BETWEEN CITY OF RENTON CONTROL POINTS 1835 AND 1893. 2. A FIELD SURVEY WAS PERFORMED USING A PEN TAX PTS-V3, THREE SECOND TOTAL STATION, WITH RESULTING CLOSURES EXCEEDING THE MINIMUM CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: December 8, 2000 TO: Carrie Olson-Davis FROM: Sonja J. Fesser)f SUBJECT: Marshall Short Plat,LUA-99-039-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: Item #3 under"SURVEY NOTES"(Page 1 of 2) is incomplete. Indicate what was set at the southeast corners of proposed Lots 6, 7 and 8. See the attachment for an item that needs correcting. Note the recording number of the 26' wide city-held utilities easement on the drawing in the places provided, if already recorded(King County Recording No. 200001017000376). Comments for the Project Manager: Is the language contained within the maintenance agreement sufficient as presented? It does not include a reference to"ownership." \H:\FILE.SYS\LND\20\0246\RV001205.DOC CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: November 30,2000 TO: Bob Mac Onie,Technical Services Sonja Fesser,Technical Services FROM: Carrie Olson-Davis,Plan Review (0) SUBJECT: MARSHALL SHORT PLAT LUA-99-039-SHPL Attached is the most recent version of the above-referenced short plat.The following attachments are enclosed for your review: • Lot Closures • Title Report • Field Notes • Marshall Short Plat drawing • Approval: \ ,Date: Robert T Mac Onie,Jr. Sonja Fesser C:\PlanReview\CDAVIS\SHRTPLAT\Marshall Short Platlm.doc NT CITY OF RENTON CITY CLERK DIVISION MEMORANDUM DATE: November 17, 2000 TO: Arnetta Henninger CC: Carrie Olsen-Davis (w/attach) FROM: Suzann Lombard x6521 SUBJECT: Woodside Pl. L#C -Marshall Short Plat - Utilities Easement LUA-99-039 The attached document has been recorded with King County, and is being returned to you. Please forward copies to parties of interest, and retain a copy for your file. Thank you. Enclosures: (1) v Return Address: City Clerk's Office City of Renton . 1055 South Grady Way Renton WA 98055 20001017000376 CITY OF RENTON EAS 12.00 PAGE 001 OF 005 10/17/2000 11:00 KING COUNTY, WA Title: UTILITIES EASEMENT Property Tax Parcel Number: 3 3 4 5 7 0—0 2 0 0 She Project File#: LUA 99-039 W 2.843 Street Intersection or Project Name:Marshall Short Plat Reference Number(s) of Documents assigned or released:Additional reference numbers are on page Grantor(sj: Grantee(s): 1.wc,o� roQ pL' ' ' L t 1. City of Renton, a Municipal Corporation 2. The Grantor,as named above,for or and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to the above named Grantee,the following described property: Additional legal is on page 4 of document. (Abbreviated legal description MUST go here) u: LEGAL DESCRIPTION: o ABBREVIATED UTILITY EASEMENTS o. o A PORTION OF LOT 7 IN BLOCK 4 OF C.D. HILLMAN"S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEATTLE DIVISION NO. 7 AS PER PLAT RECORDED a IN VOLUME 16 OF PLATS, PAGE 18, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. c 0 o BEING A PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. 1 of3BOC 0 % Oe�. V.0 c'yi00 ' %1 , � 1 f^ .o O ticA O . zo io r #00 ' . -:f:/_±. ti / 0. EXPIRES 03/27 6�L _r = • 5/40/°° �T -,O '1 1-1:\FORMaKC RECORDEAS ENENT.DOC\ Page 1 FORM 03 0000ibhiC,L-21-97 EXCISE TAX NOT REQUIRED Kingjn Records Division BY: ��\ 3•r /\.___ ,DePutY • • That said Grantor(s),for and in consideration of mutual benefits,do by these presents, grant,bargain,sell, convey,and warrants unto the said Grantee,its successors and assigns,an easement for public utilities (including water,wastewater,and surface water)with necessary appurtenances over,under,through,across and upon the following described property(the right-of-way)in King County,Washington,more particularly described on page 1. (or if full legal is not on page 1—Exhibit A.) For the purpose of constructing, reconstructing,installing,repairing,replacing, enlarging,operating and maintaining utilities and utility pipelines,including,but not limited to,water, sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities, Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. `CD e. Blast within fifteen(15)feet of the right-of-way. ram. This easement shall run with the land described herein,and shall be binding upon the parties,their heirs, successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. By this conveyance, Grantor 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 forever. c.z, IN WITNESS WHEREOF,said Grantor has caused this instrument to be executed this / day of jt/t.t P . CD cv ThDI i'7D UAL FORM OFACKNOWLEDGME.'T 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 instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: H:TPOR.%S\KCRECORDEASE 'ENT.DOC\ Page 2 INDIVIDUAL FORM OF ACKNOWLEDGMENT 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 instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: REPRESENTATIVE FORM OF ACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) I certify that I katow or have satisfactory evidence that '-y m art d mass signed this instrument,on oath 4dy • stated that (a/she/they was/were authorized to execute the instrument and • acknowledged it as the CXAA of ite 1 0. and �. of CharA bora Deal o p m eilA 'to be die free and voluntary act of such party/parties for the uses and purposes mentioned in the instrument. cr a NotaryPublic in apd or the State of Washington � Notary(Print) M(C4 �� NQ�1 C vn a n n CD My appointme t xpires: 911( /2-o I Dated: (� 1 '?-1777b . cam cv CORPORATE FORM OFACKNOW ZEDGME'T Notary Seal must be within box STATE OF WASHINGTON )ss COUNTY OF KING ) On this day of , 19 ,before me personally appeared to me known to be of the corporation that executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: HAFORMSUCCRECORDIEASEMENT.DOC\ Page 3 FORM 03 0000(bhiCA2-21-97 EXHIBIT"A" LEGAL DESCRIPTION (Must be stamped by a P.E.or L.S.) UTILITY EASEMENT THAT PORTION OF LOT 7 IN BLOCK 4 OF C.D.HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEATTLE DIVISION NO.7 AS PER PLAT RECORDED IN VOLUME 16 OF PLATS,PAGE 18,RECORDS OF KING COUNTY; DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 7;THENCE S88°09'28"E ALONG THE SOUTH LINE OF SAID LOT 7 106.00 FEET; THENCE N01°39'38"E 174.03 FEET; THENCE N88°09'28"W 6.00 FEET; THENCE N01°52'10"E 45.56 FEET; THENCE S88°32'51"E 40.99 FEET; THENCE NO1°27'09"E 34.85 FEET TO THE NORTH LINE OF SAID LOT 7; THENCE N88°10'20W ALONG SAID NORTH LINE 141.03 FEET TO THE WEST LINE OF SAID LOT 7 AND THE EAST MARGIN OF LINCOLN AVENUE N.E.; THENCE S01°39'38"W ALONG SAID WEST LINE OF LOT 7 20.00 FEET;THENCE S88°10'20"E 80.00 FEET;THENCE SO1°39'38"W 60.67 FEET;THENCE S01°36'31"W 6.90 FEET TO A POINT OF CURVATURE TO THE RIGHT;THENCE ALONG SAID CURVE TO THE RIGHT HAVING A c�a RADIUS OF 25.00 FEET,THROUGH A CENTRAL ANGLE OF 90°14'O1"AN ARC LENGTH OF `'' 39.37 FEET;THENCE N88°09'28"W 6.92 FEET;THENCE S01°39'38"W 20.00 FEET;THENCE o. =; S88°09'28"E 7.08 FEET TO A POINT OF CURVATURE TO THE RIGHT;THENCE ALONG o CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET,THROUGH A CENTRAL ANGLE OF L--` 89°49'06"AN ARC LENGTH OF 39.19 FEET;THENCE S01°39'38"W 46.03 FEET,TO A POINT OF CURVATURE TO THE RIGHT;THENCE ALONG SAID CURVE TO THE RIGHT HAVING A o RADIUS OF 25.00 FEET THROUGH A CENTRAL ANGLE OF 90°10'54"AN ARC LENGTH OF 39.35 FEET;THENCE N88°09'28"W 54.92 FEET TO THE WEST LINE OF SAID LOT 7 AND THE cn EAST MARGIN OF LINCOLN AVENUE N.E.;THENCE S01°39'38"W ALONG SAID WEST LINE OF • c SAID LOT 7 26.00 FEET TO THE POINT OF BEGINNING. ev LOCATED WITHIN THE NORTHEAST QUARTER OF SECTION 32,TOWNSHIP 24 NORTH, RANGE 5 EAST,W.M. . SITUATE IN THE CITY OF RENTON,COUNTY OF KING,STATE OF WASHINGTON. ♦ ' •. • .4' (91 .1BOn • ' "I ': Q i c/ • / _� ' 1 0 '''IL k• EXPIRES 03/27 e - Page 4 FORM 03 0000,bhiCA2-21.97 H:1FOR`[S1I:CRECORD�E.aSE�IEN-I'.DOC� 8 I a N i 1 U 1 o 0 N,88'10'20"W 296.43' �h o 0 141.03' - - — �� 0 d NO 1'27'09"E S88'10'20"E 80.00 3 34.85' , o FND. BRASS DISC IN in S88' 1"a CONCRETE IN MONUMENT I N. �`' 40 99 CASE AT SE 80th STREET 1 `—o -- ip AND 116th AVE. NE. ao S01'36'31"W �Q In kri I CITY OF RENTON CONTROL LLJ 6.90' o * N88'09'28"W POINT No. 1893. Z N Z 6.00' N88'09'28"W . , it:). W 6.92' R=25.00' ry L=39.37' D 4-0 Q 3 IS01'39'38"W L =90'14'01" '`"J� p I 20.00! _ o I „� W 1, �_ R=25.00' i Jo S88'09'28"El L=39.19' y 0. O 3 7.08' p=29'49'06" 0 •-,, �' n END. BRASS PLUG IN f?--25.00' o • 0 GRAPHIC SCALE ) CONCRETE IN MONUMENT o L=39.35' :'� `O o 60 z CASE AT SE 88th STREET J v, �* AND 116th AVE. NE. p=90'10'54" o o CITY OF RENTON CONTROL Z I POINT No. 1835. •I I N88'09'28"1/4/ 6 '' ( IN FEET ) 0 54.92' 1 inch = 60 ft. w CV :•'••' :' _1_Q. •0' - - _ _ 588'09'28"E 296.40' O 1 879 24.44,. i 60' R.O.W. 1658.94' Li O • 9GO000L LOL OOOZ rCY CC .)e. hill CITY OF RENTON CITY CLERK DIVISION MEMORANDUM DATE: November 16, 2000 TO: Arnetta Henninger Cc: Carrie Olsen-Davis (w/attach) FROM: Suzann Lombard x6521 SUBJECT: Woodside P1. LLC—LUA-99-039 (Marshall Short Plat) Utilities Easement - Sewer The attached document has been recorded with King County, and is being returned to you. Please forward copies to the parties of interest, and retain a copy for your file. I have placed a copy in the yellow file in our office. Thank you. Enclosures: (1) Return Address: City Clerk's Office City of Renton 1055 South Grady Way Renton WA 98055 20001017000377 CITY OF RENTON EAS 12.00 PAGE 001 OF 005 10/17/2000 11:00 KING COUNTY, WA Title: UTILITIES EASEMENT Property Tax Parcel Number: 334570-0200 ble Project Fie : LUA 99-039 5Z.S4..3 Street Intersection or Project Name:plarshal1 Short Plat Reference Number(s) of Documents assigned or released:Additional reference numbers are on page Grantor s): Grantee(s): 1. pa-0 L.4-4-, 1. City of Renton, a Municipal Corporation c� 2. The Grantor,as named above,for or and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to cra the above named Grantee,the following desc:ed property: Additional legal is on page of document. ca (Abbreviated legal description MUST go here) o LEGAL DESCRIPTION: C� SEWER EASEMENT FOR PROPOSED HENRY HOUSE SHORT PLAT The south 10.00 feet of the east 130.00 feet of the west 210.00 feet of that portion `-,/ of Lot 7 in Block 4 of C.D. Hillman's Lake Washington Garden of Eden Addition to the City of Seattle Division No. 7 as per plat recorded in Volume 16 of Plats, Page 18,records of King County; Located within the northeast quarter of Section 32, Township 24 North, Range 5 East, W.M. Situate in the City of Renton, County of King, State of Washington. aS 'l BOG i ,.. y 0. 0 .T .,�,.. ./ ,, i 0 3 ,7) sr 1, z�Occ :�00/G v L`ny�5 UMPIRES 03/27 O Z- •iia�rr ��.� 1i.09c)-/7 X� H:YORMS.KCRECORD\E ASEMENT.DOC Page 1 FORM 03 0000ibh/CA:_1.97 EXCISE TAX NOT REQUIRED Kin ou Records Division BY; -- ,Deputy • That said Grantor(s),for and in consideration of mutual benefits,do by these presents, grant,bargain,sell, convey,and warrants unto the said Grantee,its successors and assigns,an easement for public utilities (including water,wastewater,and surface water)with necessary appurtenances over,under,through, across and upon the following described property(the right-of-way) in King County,Washington,more particularly described on page 1. (or if full legal is not on page 1—Exhibit A.) For the purpose of constructing, reconstructing,installing, repairing, replacing, enlarging,operating and maintaining utilities and utility pipelines,including,but not limited to,water, sewer and storm drainage lines, together with the right of ingress and egress thereto without prior institution of any suit or proceedings of law and without incurring any legal obligation or liability therefor. Following the initial construction of its facilities,Grantee may from time to time construct such additional facilities as it may require. This easement is granted subject to the following terms and conditions: 1. The Grantee shall,upon completion of any work within the property covered by the easement,restore the surface of the easement,and any private improvements disturbed or destroyed during execution of the work,as nearly as practicable to the condition they were in immediately before commencement of the work or entry by the Grantee. 2. Grantor shall retain the right to use the surface of the easement as long as such use does not interfere with the easement rights granted to the Grantee. Grantor shall not,however,have the right to: a. Erect or maintain any buildings or structures within the easement;or b. Plant trees,shrubs or vegetation having deep root patterns which may cause damage to or interfere with the utilities to be placed within the easement by the Grantee;or c. Develop,landscape,or beautify the easement area in any way which would unreasonably increase the costs to the Grantee of restoring the easement area and any private improvements therein. d. Dig,tunnel or perform other forms of construction activities on the property which would disturb the compaction or unearth Grantee's facilities on the right-of-way,or endanger the lateral support facilities. e. Blast within fifteen(15)feet of the right-of-way. `� This easement shall run with the land described herein,and shall be binding upon the parties, their heirs, Cs- successors in interest and assigns. Grantors covenant that they are the lawful owners of the above properties and that they have a good and lawful right to execute this agreement. ca r-- By this conveyance, Grantor 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 c; heirs, executors, administrators and assigns forever. CD ev IN WITNESS WHEREOF,said Grantor hascaused this instrument to be executed this day of\k,N P . ilege'd #1174 /./;-191 ��At/ TDI b7D UAL FORM OFACdNO uZEDG.tiIE."T 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 instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: H'`FOR\15\KCRECORD\EASEME`T.DOC\ Page 2 • INDIVIDUAL FORM OF ACKNOWLEDGMENT 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 instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: REPRESENTATIVE FORM OFACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that 1? YYLt'1 t A 4 SS • : = :� �t. � signed this instrument on oath • -^' v+• `', ' stated that he/she/they was/}'here a�uthQrized to execute the instrument and acknowledged it as tl• WA: an-tut etc t and of Q,OM 2O+rd V Kt& o be the free and voluntary act of such c J `_ party/parties for the uses and urposes mentioned in the instrument. cam. juAL Notary Public in and'for a State of ,Washington cs Notary(Print) IV i&i-G Nit Lk /VIA,VI 6 My appointmen expires: cl l°91-OD I Dated: (p 11 '?11171) a cx CORPORATE FORM OFACKNOWLEDGMENT Notary Seal must be within box STATE OF WASHINGTON )SS COUNTY OF KING ) On this day of , 19_,before me personally appeared to me known to be of the corporation that executed the within instrument,and acknowledge the said instrument to be the free and voluntary act and deed of said corporation,for the uses and purposes therein mentioned,and each on oath stated that he/she was authorized to execute said instrument and that the seal affixed is the corporate seal of said corporation. Notary Public in and for the State of Washington Notary(Print) My appointment expires: Dated: H:1FOR`1S\KCRECORD\EASEMENT.DOC\ Page 3 FORM 03 0000rbh;CA2-31-9 i EXHIBIT"A" LEGAL DESCRIPTION (Mast be stamped by a P.E..or L.S.) SEWER EASEMENT FOR PROPOSED HENRY HOUSE SHORT PLAT The south 10.00 feet of the east 130.00 feet of the west 210.00 feet of that portion of Lot 7 in Block 4 of C.D. Hillman's Lake Washington Garden of Eden Addition to the City of Seattle Division No. 7 as per plat recorded in Volume 16 of Plats, Page 18, records of King County; Located within the northeast quarter of Section 32, Township 24 North, Range 5 East, W.M. Situate in the City of Renton, County of King, State of Washington. o. Pj d 600 0 % Q:ti W•4 Sy �p 0 CD o. } , y ,4\ ,, : .,... .„c;.,/...? ; 0 '''", •L—L-i-•*.s- % % EXPIRES 03/27 PI.. ♦' y,yriirdb.,•Ingt.�lh�� ,5/<?/• ,/ Page 4 FORM 03 0000/bh,C 2-21-97 H:�F02�lSlI�CR.ECORD\E.a.SE.�IE`T.DOC', s • I —I � 1 1 I I . ,c _ N88'10.20"W __ 296.43' _- �0 0 -- 2 0 LOT 7 IN BLOCK 4 OF C.D. HILLMAN'S , FND. BRASS DISC IN ' CONCRETE IN MONUMENT I LAKE WASHINGTON GARDEN OF EDEN CASE AT SE 80th STREET AND 116th AVE. NE. -co, AND OF RENTON CONTROL co , POINT No. 1893. v N n �Ll GRAPHIC SCALECN p 60 I .n I ICE O n w I Z � o k 4 I -4 O i ( IN FEET ) , 0 �' 3 1 inch = 60 ft. e w V °�° " END. BRASS PLUG IN rn ') CONCRETE IN MONUMENT 'I - CASE AT SE 88th STREET .4 v, ? AND 116th AVE. NE. CITY OF RENTON CONTROL POINT No. 1835. - 130.00' V. , 11.1 I __ ----L--- -- -- I -- i I S88'09'28 E 296.40' 9 24 0 S7 4Q,. 60' R.O.W. 10' 1658.94. 210.00' . I o LL £ OJCL Ili. O �( Y o .TY OF RENTON ♦ BOARD OF PUBLIC WORKS Jesse Tanner, Mayor October 11,2000 Phil Kitzes P.K.ENTERPRISES 23126 SE 285th St. Maple Valley,WA 98038 SUBJECT: OFF-SITE DEFERRAL FOR MARSHALL SHORT PLAT/LUA 99-039 3712 LINCOLN AVE.N.E.,RENTON,WA Dear Mr.Kitzes: The Board of Public Works met today to consider your application for a deferral of streetlights for a 6-month period at the above location. The Board granted your deferral subject to the following condition: 1) Applicant shall post a security device in the amount of$7,500.00,which is 150%of the cost of the improvements. Be advised that the date the Board grants the deferral is the temporary effective date of the deferral,subject to the applicant providing said security device within 30 days, which would be November 9,2000. If the security device is accepted,the deferral then becomes permanent, subject to any other conditions placed by the Board. If you fail to submit an approved security device within the 30-day period,the deferral becomes null and void. Please ensure that the effective date of the set aside is November 9,2000,with an open-ended expiration date to expire when the deferred improvements are installed and approved. Once the improvements have been installed,then written documentation shall be submitted for the record and the security device will subsequently be released. If you have any questions or concerns please contact Paul Lumbert, Board Coordinator, at (425)430-7304. Sincerely, • e)/ Mickie Flanagan,Recording Secretary cc: Board Members Paul Lumbert,Board Coordinator LUA 99-039 Filet Sr 1055 South Grady Way-Renton, Washington 98055 (425)430-7204 Facsimile (425)430-7241 H:\DIVISION.S\ADMIN\marshallsp.doc\cor .. CITIPOF RENTON %o7.-0) 1- Hearing Examiner Jesse Tanner,Mayor Fred J.Kaufman September 28, 1999 Mr. Philip Kitzes PK Enterprises 23126 SE 285th Maple Valley, WA 98038 Re: Marshall Short Plat FILE No. LUA99-039,SHPL-H Dear Mr. Kitzes: The Examiner's Report and Decision on the above referenced matter, which was issued on September 13, 1999, was not appealed within the 14-day period established by ordinance. Therefore, this matter is considered final by this office and the file on your application is being transmitted to the City Clerk as of this date. Please feel free to contact this office if further assistance or information is required. Sincerely, -171:-Y3(C14,11 Fred J. Kaufman Hearing Examiner FJK/mm cc: Leslie Nishihira Sandi Seeger, Development Services 1055 South Grady Way -Renton, Washington 98055 - (425)430-6515 CITY OF RENTON CURRENT PLANNING DIVISION AFFIDAVIT OF SERVICE BY MAILING On the day of Pitkiu , 1999, I deposited in the mails of the United States, a sealed envelope containing r e-P o trrt -6 tt e- Arl mu docurrents. This information was sent to: Name Representing rlrtr, P h,U Delo Yes YYNX1stna11 —T-o-L.11or- l��ev�n Postov\ (Signature of Sender) :a.vdtia V STATE OF WASHINGTON SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that r.c`nq d�ee �ci signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. Dated: 04- I 44, 1�'1 ( �?r Notary Pubb i n'd for the State of Waritigton MARILYN KAMCHEFF Notary (Print) NOTARY PUBLIC Notary appointment expitLYN KAMCHEFF STATE OF WASHINGTON MY AK-VIM-MEN r EXP1RES: 6-29-03 COMMISSION EXPIRES 2003 Va kk ` hov-r P lad Proj€ct Number: Lui\, 03q ShPI NOTAR'DOC AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON ) ss. County of King ) MARILYN MOSES , being first duly sworn, upon oath, deposes and states: That on the 13TH day of September ,1999, affiant deposited in the mail of the United States a sealed envelope(s) containing a decision or recommendation with postage prepaid, addressed to the parties of record in the below entitled application or petition. Signature: ciA SUBSCRIBED AND SWORN to before me this 1 day of • , 1999. ‘j11-r)(4)49 CthdaYK0( ,,,,,,,,,,, , Notary Public in and for the State of Washington, tic 141 H s v4 ' •, residing at ,therein. ..•' t11'f ...r"'0 gr% to :' 4 Ol1e .. 4 ~� Application, Petition, or Case No.: Marshall Short Plat T'� 40,44?o s s," LUA99-039,ShP1-H N7� ? t The Decision or Recommendation contains a complete list of the Parties of Record. tr P• y Z_ M • 1 l I . ♦ .0 "` • • . t 4 ♦ • • 1 • . 4 r ♦ Ij :% . , • 1 1 !' A. 1M ' ♦ _y E rli R .. 1 , , f i •0 j ! . s t I 1 1. t r t Z4n :. % ,..1 . ,..t •06« HEARING EXAMINER'S REPORT September 13, 1999 OFFICE OF THE HEARING EXAMINER CITY OF RENTON REPORT AND DECISION APPLICANT: Lavern Poston Chambord Development Marshall Short Plat File No.: LUA-99-039,ShP1-H LOCATION: 3712 Lincoln Avenue NE SUMMARY OF REQUEST: To subdivide 1.73 acre site into eight lots for single family residences SUMMARY OF ACTION: Development Services Recommendation: Approve with conditions DEVELOPMENT SERVICES REPORT: The Development Services Report was received by the Examiner on August 11, 1999. PUBLIC HEARING: After reviewing the Development Services Report, examining available information on file with the application, field checking the property and surrounding area;the Examiner conducted a public hearing on the subject as follows: MINUTES The following minutes are a summary of the August 17, 1999 hearing. The legal record is recorded on tape. The hearing opened on Tuesday,August 17, 1999,at 9:00 a.m. in the Council Chambers on the seventh floor of the Renton City Hall. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit No. 1: Yellow file containing the original Exhibit No.2: Vicinity map application,proof of posting,proof of publication and other documentation pertinent to this request. Exhibit No. 3: Zoning map Exhibit No. 4: Short plat map The hearing opened with a presentation of the staff report by LESLIE NISHIHIRA,Project Manager, Development Services, City of Renton, 1055 S Grady Way,Renton,Washington 98055. The applicant requests approval to subdivide a 1.73 acre site into eight lots suitable for single family residences. The subject site is located on the east side of Lincoln Avenue. There is an existing home and miscellaneous structures on the site which will be demolished. The site is on a gently sloping hillside with slopes varying from 10 to 30 percent and is vegetated with a mixture of deciduous and evergreen plants. Because there is a 8,470 square foot category 2 wetland on the site,the Environmental Review Committee(ERC)reviewed this project and issued a Determination of Non-Significance-Mitigated with five mitigation measures attached. The mitigation Lavern Poston Chambord Development Marshall Short Plat File No.: LUA-99-039,ShP1-H September 13, 1999 Page 2 measures require payment of fire,traffic and parks mitigation fees, adherence to the geotechnical report submitted with the application,and increase of the development's storm water detention rate above that typically required by the King County Surface Water Drainage Manual. The Comprehensive Plan(CP)designation for this site is Residential Single Family and the proposal meets the policies and goals of the CP of small lot infill of residential development. The site is zoned R-8,Residential 8 - units per acre,and the project has a net density of 5.2 dwelling units per acre. All lots exceed the minimum lot size of 4,500 square feet,ranging in size from 4,554 to 21,793 square feet. The proposal also complies with the zoning and subdivision standards of lot dimensions,setbacks and public access. Proposed access to the development would be via a private street off Lincoln Avenue NE and would contain a hammerhead turnaround. Street improvements including curbs, gutters, sidewalks and street lighting are required on the private street. Staff recommends a homeowners association or maintenance agreement for upkeep of the shared private street. Because of the slope of the property,the road cut embankment on the west frontage on Lincoln Avenue would require extensive grading in order to provide access to the site. The maximum private street and driveway slope would not be permitted to exceed 15 percent grade.Approximately 8,000 cubic yards of earth would be moved for grading of the private road,drainage facility,building areas and street improvements. The eastern third of the site contains a seasonal swale and category 2 wetland which requires a 50 foot buffer width. Buffer averaging is permitted and the applicant is proposing to reduce the northwest portion of the wetland buffer to a minimum width of 25 feet. Additional buffer areas of 1,405 square feet on the southwest edge and 3,165 square feet on the northeast corner are proposed,and exceed the total area of reduced buffer width. As a condition of approval, staff recommends installation of split rail fencing along the proposed wetland buffer boundary in order to clearly delineate the areas not to be disturbed. Signage is also recommended which encourages protection of the natural area. Staff also recommends that a Native Growth Protection Easement be recorded on the face of the plat for the portion of the site containing the wetland and wetland buffer areas. Surface water runoff is proposed to be collected in a series of catch basins and conveyed through an underground pipe system to a detention vault located north of Lot 8. The water would be treated and discharged into the existing storm water system located in Lincoln Avenue. The wetland would not be disturbed by the proposed drainage system. Police and Fire Departments have indicated there are sufficient resources to serve this plat. The Renton School District has also indicated the students from this project will not impact the schools adversely. Staff recommends approval of the short plat, subject to the following conditions: (1)compliance with the ERC mitigation measures; (2)establishment of a maintenance agreement for maintenance or repair of any common improvements including the onsite drainage system and private road;(3)installation of a split rail fence defining the western edge of the wetland buffer boundary;(4)establishment of a Native Growth Protection Easement; (5) demolishing or relocating of existing structures prior to recording of the short plat. Phil Kitzes,23126 SE 285th, Maple Valley,Washington 98038,applicant representative herein,concurred with the staff recommendations. Neil Watts,Plan Review Supervisor,Development Services,City of Renton, 1055 S Grady Way,Renton, Washington 98055,responded that there were no recommendations to extend streets through this plat because of the wetlands to the east,and the roads to the east do not allow for a connecting road. There was a question of a Lavern Poston Chambord Development Marshall Short Plat File No.: LUA-99-039,ShP1-H September 13, 1999 Page 3 right-of-way indicated on the maps in the file,but it was later determined after an inspection of current maps that no right-of-way exists. The Examiner called for further testimony regarding this project. There was no one else wishing to speak,and no further comments from staff. The hearing closed at 9:30 a.m. FINDINGS,CONCLUSIONS&DECISION Having reviewed the record in this matter,the Examiner now makes and enters the following: FINDINGS: 1. The applicant,Lavern Poston for Chambord Development Inc.,filed a request for approval of an eight- lot short plat. 2. The yellow file containing the staff report,the State Environmental Policy Act(SEPA)documentation and other pertinent materials was entered into the record as Exhibit#1. 3. The Environmental Review Committee(ERC),the City's responsible official,issued a Declaration of Non-Significance-Mitigated(DNS-M)for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. The subject site is located at 3712 Lincoln Avenue NE. The subject site is in the north end of the City a few blocks east of I-405 and north of NE 36th Street. 6. The subject site is a generally rectangular parcel approximately 254.75 feet wide(north to south)by approximately 296.43 feet long. The parcel is approximately 75,502 square feet or 1.73 acres in area. 7. An existing single family home and outbuildings would be removed if the site were redeveloped as proposed. 8. The subject site was annexed to the City with the adoption of Ordinance 4275 enacted in June 1990. 9. The subject site is zoned R-8(Single Family Residential; 8 dwelling units/acre). It received this classification with the adoption of Ordinance 4404 enacted in June 1993. 10. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single family uses,but does not mandate such development without consideration of other policies of the Plan. 11. The eastern one-third of the subject site is dominated by Category 2 wetlands and what will be portions of the required protective buffer areas. 12. The site slopes downward between 10 percent and 30 percent from the southwest to the north and northeast. A seasonal stream,swale or depression is located in the eastern third of the subject site which provides the wetlands features found on the site. Lavern Poston Chambord Development Marshall Short Plat File No.: LUA-99-039,ShP1-H September 13, 1999 Page 4 13. A geotechnical report indicates that the slopes appear stable. 14. The applicant proposes dividing the subject site into eight single family lots. The lots would range in size from approximately 4,554 square feet to approximately 21,793 square feet. Proposed Lots 1 -4 range between approximately 4,600 square feet and 6,000 square feet while Proposed Lots 5 - 8 range between approximately 10,800 square feet to 21,800 square feet. The four larger lots are proposed to include unbuildable wetland and wetland buffer areas. 15. Proposed Lots 1 to 4 will front along Lincoln Avenue NE. Proposed Lot 1 would be the northern most lot in the tier although only Proposed Lots 1 and 4 would take access from Lincoln. Proposed Lot 4 would be the southernmost lot. The remaining lots,Proposed Lot 2 and 3 and 5 - 8 would be accessed from a new private road that enters the site south of Proposed Lot 4. While only four lots may be interior lots, six lots may have access from a private road. 16. The private road would be a 26 foot wide right-of-way with 20 feet of paving. There would be a hammerhead turnaround for emergency vehicles. This roadway would adjoin third party property along its south margin. 17. The applicant would be required to install roadway improvements along Lincoln unless they are deferred or waived. 18. The lots are all generally rectangular with lot lines perpendicular to the streets. 19. The proposed density would be 5.2 units per acre subtracting the wetlands. 20. The proposed development would generate approximately 80 trips per day for the eight homes. 21. The proposal would generate approximately three students. 22. The north flowing seasonal stream forms the basis of the wetland. The on-site wetland is approximately 8,470 square feet. Being a Category 2 Wetland,the applicant is required to maintain a 50 foot buffer. The applicant will be utilizing the buffer averaging options of Code and will reduce the buffer along the northwest edge to not less than 25 feet and increase the buffer in the southwest and northeast. The applicant will be providing 159 square feet more buffer than will be removed under averaging. 23. Staff has recommended that the buffer be demarcated with a split rail fence and a wetland identification sign to protect the wetland and buffer. 24. Staff has also recommended the applicant create a Native Growth Protection Easement encompassing the wetland and buffer. 25. The applicant proposes removing all vegetation west of the wetland and buffer including trees ranging from 8 inch caliper to 32 inch caliper. 26. The subject site is located in the Gypsy Creek drainage basin. The ERC imposed additional storm water release requirements to avoid exacerbating existing flooding problems north of the subject site. Storm water now sheet flows across the site to the north. The water then flows toward Lincoln and its systems. The site will be covered by approximately 26 percent impermeable surfaces after development. The Lavern Poston Chambord Development Marshall Short Plat File No.: LUA-99-039,ShP1-H September 13, 1999 Page 5 storm water will be collected by swales and conveyed to underground pipes for release to the same Lincoln systems. There would also be an oil-water separator as part of a bioswale system. A detention vault would be located north of Proposed Lot 8. CONCLUSIONS: 1. The proposed short plat appears to serve the public use and interest. The plat provides a wide range of lot sizes although a large part of the larger lots will be dedicated to wetlands. The eight lots will provide additional housing opportunities for new residents in an area served by urban services. 2. The seven new homes will not apparently have an adverse impact on the City's services. The mitigation fees imposed by the ERC should offset the impacts the development will create on the roads,parks and fire services. Development of seven or eight new homes will increase the tax base of the City. 3. The applicant proposes removing all vegetation west of the wetland area. If possible,the applicant should preserve any of the larger trees that will not be located in the way of building pads,roads or driveways. There is no reason to denude the site completely of mature larger trees if some of them can be saved. 4. The private roadway will be used by six new homes. This might burden the property immediately to the south of the subject site. The roadway should be moved to the north away from the south margin of the site and a wall or fence should be erected that can buffer the southern property. DECISION: The short plat is approved subject to the following conditions: 1. The applicant shall comply with the mitigation measures imposed by the ERC's threshold determination prior to the issuance of a building or construction permits, and/or the recording of the short plat, whichever is applicable. 2. The applicant shall establish and record on the face of the short plat a maintenance agreement for the maintenance or repair of any common improvements, including the on-site drainage system and private road. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the short plat. 3. The applicant shall install a split rail fence defining the west edge of the wetland buffer boundary in order to clearly delineate areas not to be disturbed. For each lot containing the fence(Lots 5-8),one sign shall be installed which includes the following wording: "Protection of this natural area is in your care. Alteration or disturbance is prohibited by law. Please call the City of Renton for more information." The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the short plat. 4. The applicant shall establish and record on the face of the short plat a Native Growth Protection Easement in order to protect the portion of the site containing the delineated wetland and wetland buffer from disturbance. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the short plat. Lavern Poston Chambord Development Marshall Short Plat File No.: LUA-99-039,ShP1-H September 13, 1999 Page 6 5. The applicant shall demolish or relocate the existing structures prior to the recording of the short plat. If the structures are to be demolished,the applicant shall provide proof of demolition permit's final approval. 6. If possible,the applicant shall preserve any of the larger trees that will not be located in the way of building pads,roads or driveways. 7. The roadway shall be moved to the north away from the south margin of the site and a wall or fence shall be erected that can buffer the southern property. ORDERED THIS 13th day of September, 1999. FRED J. MAN HEARING MINER TRANSMITTED THIS 13th day of September, 1999 to the parties of record: Leslie Nishihira Phil Kitzes Neil Watts 1055 S Grady Way 23126 SE 285th 1055 S Grady Way Renton,WA 98055 Maple Valley,WA 98038 Renton,WA 98055 Dolores Marshall Ken Taylor Lawrence J. Mack 3711 Monterey Place NE 3712 Lincoln Avenue NE Renton,WA 98056 Renton,WA 98056 TRANSMITTED THIS 13th day of September, 1999 to the following: Mayor Jesse Tanner Gregg Zimmerman,Plan/Bldg/PW Admin. Members,Renton Planning Commission Jana Hanson,Development Services Director Chuck Duffy,Fire Marshal Sue Carlson,Econ.Dev.Administrator Lawrence J. Warren,City Attorney Larry Meckling,Building Official Transportation Systems Division Jay Covington,Chief Administrative Officer Utilities System Division Councilperson Kathy Keolker-Wheeler South County Journal Betty Nokes,Economic Development Director Pursuant to Title IV, Chapter 8, Section 15 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 p.m.,September 27,1999. Any aggrieved person feeling that the decision of the Examiner is ambiguous or based on erroneous procedure,errors of law or fact,error in judgment,or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen(14)days from the date of the Examiner's decision. This request shall set forth the specific ambiguities or errors discovered by such appellant,and the Examiner may, after review of the record,take further action as he deems proper. Lavern Poston Chambord Development Marshall Short Plat File No.: LUA-99-039,ShP1-H September 13, 1999 Page 7 An appeal to the City Council is governed by Title IV,Chapter 8, Section 16,which requires that such appeal be filed with the City Clerk,accompanying a filing fee of$75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department,first floor of City Hall. If the Examiner's Recommendation or Decision contains the requirement for Restrictive Covenants,the executed Covenants will be required prior to approval by City Council or final processing of the file. You may contact this office for information on formatting covenants. The Appearance of Fairness Doctrine provides that no ex parte(private one-on-one)communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. The Doctrine applies not only to the initial public hearing but to all Requests for Reconsideration as well as Appeals to the City Council. . . . II • T - • =1 c,feD.....H ..i AN' ;S i •---,....wler.15:,1) : - . I i .r, -......- ..t:'.2i1...„.........,"' 1 li to...,•s.,,,.. I I r4 1 0 . ). .,„‘1 ..8.'r. 1:A K . i WAS iNoTON'.....- 4 ? i.0 • ..-, ,, 9 -4.4 - 0 1. 9 ; t• tl 6 Z. i 1 7,.. 2 k 0 .1.W... .'• ..... SE••••11141.1-.•STs -- —..P —.---.4.--1. e.. ;,....r...."--..-- ......,I..„. i . 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Z g CITY OF RENTON (,..ii i - P. ' ;I '. 3345700105 I 37431001B2 rW(� ; DOC.__I •'I• CSRIA o.Ji54..e'Lr STA I..a.l.Cr IT(rgrr RD) •(� coixwa.wowv�wtw► O , ...1 - INY..139.33 Rw.•Is•JD LS'RI(ftA/A•O) I 5 CASs AT It COIN SOOT I sStAa•sa.s.ID4 Rr ` ki 1_ _PE ECHO-T32n - ... STA k(r•s).I a3' N. AND IIW ALIC NC NA..LA.PO JJ✓u•or. __ ,.p -\I I ,,IL CITY Or DEMON C0NI L W Z (r3,441.u..sDA(NAkr .s. st —_/ • I PLOT Na 1•1 t7 I a to unRr nYl[Nr __ I _ IS >� 7JA)001W . . J ^��•�^�-�. _ _TRITYC1aN i . ..tW Lra1T'p1rY. 4 _ 11 2.,. Ta•LU'. _ r:4 LaW 0 LINCOLN PL tNE • . 1 ,Ia^DYrr e.¢.•I#L.. i - - •Lk V•an I I, ' — tM�..�1 // Ilk-137.rt 1 �,,�\ I. % 1' �: 1 ._ 1 T-` `�� s''a D) T�^-ILII^ I ��+ )r I / �y"'IS •( © 1 I Q - I LOT 1rHnTfPCI D es.., .i1 II_ --„I. •\ •y • �� I I .' 1, 't', 0 'I M � 1rr_1sso ON srA LI�a.s.o RT. j_ J¢�tv mtJ 4 . I• ✓ ... I 41--• r.y„.w•I, L(TNT•J I5343 _ _ - rkRR 1. 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CB n,.,I \\ 1 1 \ \ / SA.744 AIL a11f�IM AND ISO / IV I • STA D.w.os „R Arass• ® VOW Id C7,r 10 7 1R.389.• NAM TOSS ALSO Ow DOMINI NW / rl I I'Rio-19s.11 ,r LAY.(.r a AntotOL 00D I 33 5700217 71 0Y5YITIDM ass•••UT ION CITT S''' ( •o'R.0 N R(().ro,J1 ]]45700216 b TRACT A a Rano"CO I0*&POINT Na 1e50. • I I I I II I I I I I (. ''_ • 04r1RD TOR COYRUUNz 71' • To an STANDARDS ENGINEERS�/- SURVEYORS�/ST DAIS ��t/� .rRA.O,n.DDm Sr AI A1K!•ASSOC •Y DATE -A r1. SMUT S ff z- .R.iNL rurWO� NYRYrR a,II•l y •Y DAR_ RYAau.l eAreAlr4 MOta w a1M ours/INN mu Ir iorsecom .Y.,Nrr w.L•Drxr.Y roc.•••• I AFFIDAVIT OF PUBLICATION NOTICE OF ENVIRONMENTAL Charlotte Ann Kassens first duly sworn on oath states that he/she is the Legal Clerk of the DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON,WASHINGTON SOUTH COUNTY JOURNAL The Environmental Review Committee (ERC)has issued a Determination of Non- 600 S. Washington Avenue, Kent, Washington 98032 Significance - Mitigated for the following project under the authority of the Renton • Municipal Code. a daily newspaper published seven (7) times a week. Said newspaper is a legal MARSHALL SHORT PLAT LUA-99-newspaper ofgeneralpublication and is now and has been for more than six months Proposed short oHPL H,ECF Proposed s plat for an eight-lot sub- prior to the date of publication, referred to, printed and published in the English language division of a 1.73 acre site intended for continually as a daily newspaper in Kent, King County, Washington. The South County construction of single family homes. Journal has been approved as a legal newspaper order of the Superior Court of the Location:ppelof the2 environmental Lincoln Ave.N determina- State 9by P Appeals the determina- State of Washington for King County. tion must be filed in writing on or before The notice in the exact form attached, waspublished in the South Countyb fi0 PM,August og,together Appeals must be filed in writing with the required Journal (and not in supplemental form)which was regularly distributed to the subscribers $75.00 application fee with: Hearing during the below stated period. The annexed notice, a Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Marshall Short Plat Renton Municipal Code Section 4-8-11B. Additional information regarding the appeal process may be obtained from the Renton as published on: 7/19/99 City Clerk's Office,(425)430-6510. A Public Hearing will be held by the The full amount of the fee charged for said foregoing publication is the sum of$46.00, Rentonm Hearing Examinerethfloor in theo Council 9 9 9 Chambers on the seventh of City Hall, charged to Acct. No. 80510 August 17, 1999, at 9:00 AM to consider the short plat. If the environmental deter- Legal Number 6371 mination is appealed, the appeal will to heard as part of this public hearing. Interested parties are invited to attend the public he Legal Clerk, So th ty Journal Publ'icationlDate:July 19,1999 ,1 4( � Published in the South County Journal Subscribed and sworn before me on this o-7 day of ,Ai , 19 �1 July 19, 1999.6371 �aruotirni v �Lk9fY)\-- L---qL1Aark94.__ voeNW"N f.1. Pe ,, ��.`�,►� ;-s�'al e,FFTe_6:,%, Notary Public of the State of Washington ��vr :�? residing in Renton Y r' t;OTARy. • fl_ King County, Washington _e__ _ ...0 '°6 a�'c I.6 . F, p • •a w �i� C O.•' Do CITY OF RENTON HEARING EXAMINER PUBLIC HEARING AUGUST 17, 1999 AGENDA COMMENCING AT 9:00 AM, COUNCIL CHAMBERS, 7TH FLOOR, RENTON CITY HALL The application(s) listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. PROJECT NAME: Chow Short Plat PROJECT NUMBER: LUA-99-079,SHPL-H,ECF PROJECT DESCRIPTION: Proposal to subdivide a 1.04 acre parcel into five (5) lots intended for single family residences. The proposed lots range in size from 6,424 sq. ft. to 13,021 sq. ft. An existing house on the property would be demolished. The west part of the site has steep slopes, with 0.13 acres of slopes greater than 40%. This slope area has been subtracted from the gross site area to calculate a net density of 5.56 dwelling units per acre for the proposal. This complies with the allowed density range of 5 to 8 dwelling units per acre in the R-8 zone. The proposed lots would be accessed from a private street constructed off Talbot Road South. There are two Category 3 wetland areas identified on the site. Both wetlands are less than 5,000 sq. ft. and therefore exempt from City wetland regulations. The proposed short plat required environmental review because of the presence of wetlands on the property. Location: 3303 Talbot Road South. PROJECT NAME: Marshall Short Plat PROJECT NUMBER: LUA-99-039,SHPL-H,ECF PROJECT DESCRIPTION: The applicant, Chambord Development, Inc., is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for the eight(8) lot subdivision of a 1.73-acre site located in the Residential—8 du/ac zone. The lots are intended for the construction of single family homes and would require the demolition of the existing residential and accessory structures located on the property. Access for six of the eight lots is proposed from Lincoln Avenue NE via a private street easement with a hammerhead turn around. The remaining two lots (1 and 4)would be served directly off Lincoln Avenue NE. Location: 3712 Lincoln Avenue NE. AGNDA , City of Renton PUBLIC Department of Planning/Building/Public Works HEARING PRELIMINARY REPORT TO THE HEARING EXAMINER A. SUMMARY AND PURPOSE OF REQUEST: Public Hearing Date: August 17, 1999 Project Name: Marshall Short Plat Owner/ Dolores Marshall & Lawrence J. Mack Address: 3712 Lincoln Avenue NE Renton, WA 98056 Applicant/ Lavern Poston Contact/ Phillip Kitzes Address: Chambord Development, Inc. Address: PK Enterprises P.O. Box 637 23126 SE 285th Street Carnation,WA 98014 Maple Valley, WA 98038 File Number: LUA-99-039, ECF, SHPL-H Project Lesley Nishihira Manager: • Project Description: The applicant, Chambord Development, Inc., is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for the eight(8) lot subdivision of a 1.73-acre site located in the Residential—8 du/ac zone. The lots are intended for the construction of single family homes and would require the demolition of the existing residential and accessory structures located on the property. Access for six of the eight lots (2, 3, 5, 6, 7, and 8) is proposed from Lincoln Avenue NE via a private street easement with a hammerhead turn around. The remaining two lots (1 and 4)would be served directly off Lincoln Avenue NE. Project Location: 3712 Lincoln Avenue NE II C_ D. H1 .4) AN 5 v t . •5tf,'' �4 it I �iJ ''' CAK WAS INBTON • Y I. j Q 1 _.T ' _ Tr..- "pi 6ADEP PJ t E1 N, y . l'_ 15). : — Y I- ��5 N -N4 0* :; ,.. ,... ":;:3" — ' -.1;9' 7---- _!-D,- 1.."' 3 _ AS ON x 4: ,a, I,W` _.W. ._ ..:• . S[ 65Tj75s:i • '- 1,V. i,''.t�...1 .4... .64154 y..�l_IL L1,:' '�1;., 4!... 2 ,�5' 9� • ..4 e .f 6,“... h - -- .S4 HMI Sr. I .11 ,. - `*: .T;F,. 'w'C `'"••I .f t' •,,.. L51i_ I • �. -a t0,1 ,,_i , d I' .+^ 'J ;±': ; -SONV1 VLbr li bi'i ; - \\ `� 70 ; 71 iI IY Z I:1 City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner • MARSHALL SHORT PLAT LUA-99-039, SHPL-H,ECF PUBLIC HEARING DATE: AUGUST 17, 1999 Page 2 of 8 B. GENERAL INFORMATION: 1. Owner of Record: Dolores Marshall & Lawrence J. Mack 2. Zoning Designation: Residential —8 Dwelling Units per Acre (R-8) 3. Comprehensive Plan Residential Single Family(RSF) Land Use Designation: 4. Existing Site Use: One single family residence, 1 detached garage, 4 accessory structures 5. Neighborhood Characteristics: North: Single family residential/R-8 Zoning East: Single family residential/R-8 Zoning South: Single family residential/R-8 Zoning West: Single family residential/R-8 Zoning 6. Access: Lincoln Avenue NE 7. Site Area: 75,502 square feet/1.73 acres 8. Project Data: area comments Existing Building Area: Existing single family home, 1 The proposal would require the garage, 4 accessory structures demolition of these structures New Building Area: N/A Total Building Area: N/A C. HISTORICAL/BACKGROUND: Action Land Use File No. Ordinance No. Date Annexation N/A 4275 6-12-90 Comprehensive Plan N/A 4498 2-20-95 Zoning Code N/A 4404 6-7-93 D. APPLICABLE SECTIONS OF THE RENTON MUNICIPAL CODE: 1. Section 4-2-110: Residential Development Standards 2. Section 4-3-110: Wetland Regulations 3. Section 4-4-030: Development Guidelines and Regulations 4. Section 4-4-060: Grading, Excavation and Mining Regulations 5. Section 4-4-130: Tree Cutting and Land Clearing Regulations 7. Chapter 6 of Title 4: Street and Utility Standards 8. Chapter 7 of Title 4: Subdivision Regulations E. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN: 1. Land Use Element— Residential Single Family 2. Housing Element HEXRPT City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner • MARSHALL SHORT PLAT LUA-99-039,SHPL-H, ECF PUBLIC HEARING DATE: AUGUST 17, 1999 Page 3 of 8 F. DEPARTMENT ANALYSIS: 1. PROJECT DESCRIPTION/BACKGROUND Chambord Development, Inc. is proposing to subdivide a 1.73-acre site into eight lots suitable for single family development. The proposed development would require the demolition of the existing residence and accessory structures located on the property. The site is located on the east side of Lincoln Avenue NE—north of the NE 36th Street and Lincoln Avenue intersection. The site contains an 8,470 square foot Category 2 wetland. The applicant is proposing buffer averaging for the northwest portion of the wetland in order to reduce the required 50-foot buffer width to a minimum of 25 feet. The buffer would be increased elsewhere on the site such that the area of wetland buffer added to the property(4,570 square feet)would exceed the area of reduced wetland buffer(4,411 square feet). After the deduction of sensitive areas from the gross area of the property, the proposal for eight single family lots arrives at a net density of 5.2 dwelling units per acre. The site is zoned Residential—8 Dwelling Units per Acre (R-8) and permits single family development. The proposed lots would range in size from 4,554 square feet (lot 3)to 21,793 square feet (lot 8)—including four smaller lots along the Lincoln Avenue street frontage (lots 1-4) and four larger lots containing the wetland and wetland buffer areas in the rear of the site (lots 5- 8). Access for six of the eight lots (2, 3, 5, 6, 7, and 8)would be from Lincoln Avenue NE via a 26-foot wide private street easement with a hammerhead turn around. The remaining two lots (1 and 4)would be served directly off Lincoln Avenue NE by individual driveways. 2. ENVIRONMENTAL REVIEW Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43.21C, 1971 as amended), on July 13, 1999 the Environmental Review Committee (ERC) issued a Determination of Non-Significance — Mitigated (DNS-M) for the Marshall Short Plat. The DNS-M included five mitigation measures. A 14-day appeal period commenced on July 19, 1999 and ended on August 2, 1999. No appeals of the threshold determination were filed. 3 COMPLIANCE WITH ERC MITIGATION MEASURES Based on an analysis of the probable impacts from the proposal, the Environmental Review Committee issued the following mitigation measures with the Determination of Non-Significance— Mitigated: 1. The applicant shall follow the recommendations contained within the Report of Geotechnical Investigation for the proposed Marshall Short Plat as prepared by Soil& Environmental Engineers May 24, 1999, with regard to the disturbance, preparation, and construction of the site. 2. The storm water release rate for the developed site shall be limited to 50% of the predeveloped 2-year 24 hour storm event through the 2 year storm event, with a safety factor of 10% in the detention volume. The release rates for the developed site shall be limited for the 5-year, 10-year and 100-year storm event to the predeveloped rates for those events, with a 30%safety factor for the 100-year storm event. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the recording of the short plat. 3. The applicant shall pay the appropriate Fire Mitigation Fee equal to$488 per new single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. 4. The applicant shall pay the required Transportation Mitigation Fee of$75 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. HEXRPT City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner MARSHALL SHORT PLAT LUA-99-039, SHPL-H, ECF PUBLIC HEARING DATE: AUGUST 17, 1999 Page 4 of 8 5. The applicant shall pay the applicable Parks Mitigation Fee at the rate of$530.76 per each new single family residence. The Parks Mitigation Fee shall be paid prior to the recording of the short plat. The applicant is required to comply with each of these mitigation measures either prior to the issuance of construction or building permits, or prior to the recording of the short plat, whichever is applicable. 4. STAFF REVIEW COMMENTS Representatives from various city departments have reviewed the application materials to identify and address site plan issues from 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 WITH SHORT PLAT CRITERIA Approval of a short 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 site is designated Residential Single Family (RSF) on the Comprehensive Plan Land Use Map. The policies established by the RSF designation are intended to provide a vision for future residential development and to protect and enhance residential areas. The proposal to subdivide the 1.73-acre parcel into eight lots is consistent with the RSF designation. Specifically, Policy LU-34 states that net development should fall within a range of 5 to 8 dwelling units per acre in Residential Single Family neighborhoods. After the deduction of sensitive areas (wetland) from the gross area of the property, the proposal for eight single family lots arrives at a net density of 5.2 dwelling units per acre. The proposed lots range from 4,554 square feet (lot 3)to 21,793 square feet (lot 8) in size. The smaller lots proposed are supported by Policy LU-35 which allows a minimum lot size of 4,500 square feet in single family residential neighborhoods. In addition, the Housing Element contains policies which encourage small lot single family development (Policy H-10) as well as infill development as a means to increase capacity(Policy H-4). (b) Compliance with the Underlying Zoning Designation. The subject site is designated Residential — 8 Dwelling Units per Acre (R-8) on the City of Renton Zoning Map. The proposed development would allow for the construction of up to eight new single family residences. The allowed density range of the R-8 zone is a minimum of 5.0 to a maximum of 8.0 dwelling units per acre. Net density is calculated after the deduction of environmentally sensitive areas from the gross acreage of the site. After the deduction of the on-site wetland, the proposal would arrive at a net density of 5.2 du/ac — within the allowed density range of the zone. The minimum lot size permitted in the R-8 zone is 4,500 square feet. The proposed plat would create four large lots (5-8) which would include the wetland and wetland buffer areas and would range in size from 10,797 square feet to 21,793 square feet. Four additional lots (1-4) ranging from 4,554 square feet to 6,014 square feet in size would be created along the property's Lincoln Avenue frontage. The proposed lots comply with the R-8 requirements for minimum lot width (50 feet for interior lots and 60 feet for corner lots) as well as minimum lot depth (65 feet). The short plat plan also includes setback lines showing potential building envelopes for each lot. The proposed envelopes indicate the appropriate building setbacks as required by the R- 8 zone (20-foot front yard, 20-foot rear yard, and 5-foot side yard) and appear to have sufficient building area when proposed easements and sensitive areas are taken into consideration. HEXRPT City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner • MARSHALL SHORT PLAT LUA-99-039,SHPL-H,ECF PUBLIC HEARING DATE: AUGUST 17, 1999 Page 5 of 8 (c) Compliance with Subdivision Regulations. Lot Arrangement: Side lot lines are to be at right angles to street lines, and each lot must have access to a public street or road. Access may be by private access easement street per the requirements of the Street Improvement Ordinance (Code Section 4-6- 060). The side lot lines of the proposed lots are at right angles to street lines. All lots would have access to public right-of-ways either directly off Lincoln Avenue NE or via a private street easement. Each lot would provide a minimum of two covered parking spaces within garages with additional spaces available in each driveway. Lots: The size, shape and orientation of lots shall meet the minimum area and width requirements of the applicable zoning classification and shall be appropriate for the type of development and use contemplated. Each of the proposed lots satisfies the minimum lot area and dimension requirements of the R-8 zone. Although lots 5 through 8 include wetland and wetland buffer areas, the portion of the lots outside of the buffer areas appear to be of adequate size and dimension to support the construction of single family homes. Specifically, when excluding the wetland and wetland buffer areas from lots 5, 6, 7, and 8, the remaining lot areas range from 4,675 square feet (lot 7)to 7,000 square feet (lot 8). When considering proposed easements and setback requirements, the developable portion of each lot is of an adequate size and shape for standard single family residential construction. There is an existing 10-foot ingress, egress, and utilities easement along the south property line of the site. As indicated on the short plat plan, the easement would encroach 5 feet into the potential building envelope for lot 5. However, the additional 5- foot setback would not significantly reduce the potential building area of the lot even if the applicant is not able to relinquish the easement as noted on the plan. Property Corners at Intersections: All lot corners at intersections of dedicated public rights-of-way, except alleys, shall have minimum radius of 15 feet. No new lot corners at intersections of dedicated rights-of-way are proposed. (d) Reasonableness of Proposed Boundaries. Access and Street Improvements: The applicant proposes to construct a private street easement and hammerhead turn around of 26 feet in width with 20 feet of paving. The easement would enter lot 4 off Lincoln Avenue NE and is proposed to serve lots 2, 3, 5, 6, 7, and 8. Also indicated on the short plat plan are individual driveways directly off Lincoln Avenue NE for access to lots 1 and 4. The standards for private streets limit the number of land locked parcels accessed by the easement to no more than four. As proposed, the private street would also be capable of serving lots 1 and 4 provided emergency primary access is available to the lots fronting the Lincoln Avenue right-of- way (e.g., paved walkways or gateways, if fencing is constructed). Vehicular access to each of the lots via the private street easement would serve to eliminate additional driveway entrances off the public right-of-way by establishing an "alley"type access way. City Code requires street improvements, including curbs, gutters, sidewalks, and street lighting on the project side of the street. These improvements are required prior to the recording of the short plat, unless the applicant obtains a waiver or deferral from the Board of Public Works. The applicant would be required to apply to the Board of Public Works for a decision prior to the recording of the short plat. Staff recommends the applicant be required to establish a Homeowners Association or Maintenance Agreement for the shared private street to ensure the appropriate use, repair, and maintenance of the road. The proposed subdivision is expected to generate additional traffic on the City's street system. To mitigate for project impacts, the Environmental Review Committee imposed a Traffic Mitigation Fee based on $75 per average daily trip generated by the project. The proposal is anticipated to generate up to 66.85 new average daily trips. This is based on HEXRPT City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner MARSHALL SHORT PLAT LUA-99-039,SHPL-H,ECF PUBLIC HEARING DATE: AUGUST 17, 1999 Page 6 of 8 the assumption that each new single family home generates 9.55 vehicle trips each day (7 new homes x 9.55 trips = 66.85 trips). The fee is estimated at $5,013.75 (66.85 trips x $75 = $5,013.75)and would be required to be paid prior to the recording of the short plat. Topography: A Geotechnical Report prepared by Soil & Environmental Engineers, dated May 24, 1999 indicates the site is located on a hillside with slope inclinations varying from 10% to 30%. The report states that the on-site slope is currently stable and the risk of future movement is low. The site is vegetated with a mixture of deciduous and evergreen plants with a dense understory of blackberries. The eastern one-third of the site contains a seasonal stream along with an associated wetland. According to the applicant's land clearing and tree cutting plan, the proposed wetland buffer line would serve as the limits of clearing boundary. All vegetation west of the indicated clearing limits would be removed, including approximately 20 trees (cedar, alder, and maple) ranging in size from 8" to 32" caliper. Approximately 8,000 cubic yards of earthwork would be moved for grading of the private road, drainage facility, building areas, and street improvements to Lincoln Avenue NE. The road cut embankment along the property's west frontage on the Lincoln Avenue right-of-way would require extensive grading to provide access to the site. The slopes on this portion of the site do not exceed 40% (as measured in a 15-foot horizontal distance) and would not be subject to the restrictions of the Tree Cutting and Land Clearing Regulations. The maximum private street and driveway slope must not exceed 15% grade as required in RMC sections 4-4-080.1 and 4-6-060.M.2. In order to address the development's potential impacts to slope stability and erosion on the site, the applicant would be required to implement temporary erosion control/sedimentation control measures pursuant to RMC section 4-4-030.C. In addition, the Environmental Review Committee (ERC) has required as a mitigation measure that the applicant comply with the recommendations contained within the Geotechnical Report. These recommendations include more restrictive measures in regard to site preparation, structural fill, foundation and slab support, drainage, lateral earth pressures, excavations, and infiltration. Wetland Areas: A Wetland Assessment prepared by J.S. Jones &Associates, Inc. dated December 4, 1998 was included with the application. According to the assessment, the site contains a seasonal stream that flows to the north along the eastern portion of the property. An on-site 8,470 square foot Category 2 wetland, encompassing the eastern one-third of the property, is associated with the drainage feature. The wetland is classified as a Category 2 wetland and requires a minimum 50-foot buffer width. The applicant is proposing buffer averaging in order to reduce a portion of the buffer to 25 feet and allow for adequate building areas on lots 6, 7, and 8. The area of reduced buffer width, totaling 4,411 square feet, is located along the northwest edge of the on-site wetland area. The applicant is proposing additional buffer areas of 1,405 square feet on the southwest edge and 3,165 square feet on the northeast corner of the wetland. The additional buffer area, totaling 4,570 square feet, is 159 square feet greater than the reduced buffer area. The reduced buffer width would not be less than 50% of the required 50-foot buffer width or less than 25 feet, and would be in compliance with code provisions allowing buffer averaging (RMC section 4-3-110.J.7). The proposed buffer width would also be inclusive of the 25-foot setback from the seasonal stream required by the Tree Cutting and Land Clearing Regulations (RMC section 4-4-130.C.4). The City's Wetland Regulations (section 4-3-110.T) require the marking of the wetland and wetland buffers during site preparation and construction in order to reduce potential impacts to the wetland. The wetland buffer boundaries markings should include silt fencing with brightly colored construction flags for clear visibility. The regulations also encourage signage and fencing to prevent intrusion into the wetland area and buffers after the project is complete. As a condition of approval, staff will recommend that the applicant be required to install split rail fencing along the wetland buffer boundary in order HEXRPT City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner MARSHALL SHORT PLAT LUA-99-039, SHPL-H, ECF PUBLIC HEARING DATE: AUGUST 17, 1999 Page 7 of 8 to clearly delineate areas not to be disturbed prior to the recording of the short plat. Signage with wording such as, "Protection of this natural area is in your care. Alteration or disturbance is prohibited by law. Please call the City of Renton for more information" is also recommended. The applicant should also be required to record on the face of the short plat a Native Growth Protection Easement for the portion of the site containing the delineated wetland and wetland buffer areas. The easement would give proper notice to future property owners regarding the prohibition of clearing or development on the wetland areas located on their properties. Relationship to Existing Uses: The subject site contains an existing single family residence along with five accessory structures. The site is surrounded by single family development on all sides, including the recently constructed Westmont development (Prellwitz Short Plat) to the south. There are other recent subdivisions in the vicinity, including plats to the east of the site outside City boundaries and plats to the north and southeast of the site within City boundaries (e.g., Stafford Crest Divisions I and II). There are, however, larger underdeveloped lots immediately surrounding the subject site. The proposal would result in single family housing on lots generally consistent with lots in the area, particularly those created by recent subdivisions. Comprehensive Plan policies encourage infill development and the zoning code was changed in 1993 to implement this policy and allow for development on smaller lots than the existing land use pattern. (e) Availability and Impact on Public Services (Timeliness). Police and Fire: Police and Fire Prevention Bureau staff indicate that sufficient resources exist to furnish services to the proposed development, subject to the applicant's provision of Code required improvements and fees. The Environmental Review Committee has imposed a Fire Mitigation Fee based on $488 per new single family house in order to mitigate the proposal's potential impacts to emergency services. The fee is estimated at $3,416 (7 new homes x $488 = $3,416) and is payable prior to the recording of the short plat. Recreation: The proposal does not include any on-site recreational amenities and is anticipated to increase demands on existing and future parks and recreation facilities within the City of Renton. As required by the Environmental Review Committee, the applicant will pay a Parks Mitigation Fee based on $530.76 per new single family home. The fee is estimated at $3,715.32 (7 new homes x $530.76 = $3,715.32) and is payable prior to the recording of the short plat. Schools: The Renton School District would need to accommodate approximately three new students as a result of the short plat, based on a factor of 0.44 students per new single family residence. The school district has indicated that students would attend Hazelwood Elementary, McKnight Middle School, and Hazen High School and that the schools would be able to accommodate the additional students generated by the proposal. Storm water: A Technical Information Report prepared by Eastside Consultants, dated February 26, 1999 was submitted with the application. According to the report, storm water on the site sheet and shallow flows north across the site to the neighboring property line where it is directed by a swale into a road ditch and storm system on the east side of Lincoln Avenue NE. After the project is complete, approximately 26% of the site would be covered with impervious surfaces. Surface water runoff is proposed to be collected in a series of catch basins and conveyed through an underground pipe system to a detention vault located north of lot 8 near the site's northern boundary. At this point, the water would be treated then discharged into the existing storm water system located in Lincoln Avenue NE. An oil/water separator is also proposed to be incorporated into the storm water system design as part of biofiltration. The project would be required to install a closed pipe conveyance system for the full frontage of the property in Lincoln Avenue NE. Surface HEXRPT City of Renton P/B/PW Department Preliminary Report to the Hearing Examiner MARSHALL SHORT PLAT LUA-99-039, SHPL-H, ECF PUBLIC HEARING DATE: AUGUST 17, 1999 Page 8 of 8 Water System development charge will be assessed for each additional lot created by the short plat. The site is located in the City's Gypsy Subbasin. There are known downstream flooding problems north of the subject site. To ensure the development does not exacerbate these problems, the Environmental Review Committee has imposed a mitigation measure requiring the provision of additional stormwater detention for the project. Water and Sanitary Sewer Utilities: There is an existing 12-inch watermain in Lincoln Avenue NE. From Lincoln Avenue, the applicant would be required to install an 8-inch watermain to the east, then a 4-inch main to the north in order to serve the proposed lots. An extension of the sanitary sewer main from Lincoln Avenue for the full frontage of the property is also required in order to serve the proposed lots. System Development Charges will be assessed for each additional lot created by the subdivision. G. RECOMMENDATION: Staff recommends approval of the Marshall Short Plat, Project File No. LUA-99-039, SHPL-H, ECF subject to the following conditions: (1) The applicant shall comply with the Mitigation Measures imposed by the Environmental Review Committee's Threshold Determination prior to the issuance of a building or construction permits, and/or the recording of the short plat, whichever is applicable. (2) The applicant shall establish and record on the face of the short plat a maintenance agreement for the maintenance or repair of any common improvements, including the on-site drainage system and private road. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the short plat. (3) The applicant shall install a split rail fence defining the west edge of the wetland buffer boundary in order to clearly delineate areas not to be disturbed. For each lot containing the fence (lots 5-8), one sign shall be installed which includes the following wording: "Protection of this natural area is in your care. Alteration or disturbance is prohibited by law. Please call the City of Renton for more information." The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the short plat. (4) The applicant shall establish and record on the face of the short plat a Native Growth Protection Easement in order to protect the portion of the site containing the delineated wetland and wetland buffer from disturbance. The satisfaction of this requirement shall be subject to the review and approval of the Development Services Division prior to the recording of the short plat. (5) The applicant shall demolish or relocate the existing structures prior to the recording of the short plat. If the structures are to be demolished, the applicant shall provide proof of demolition permit's final approval. EXPIRATION PERIODS: Short Plats (SHPL): Two (2)years from final approval (signature) date. HEXRPT CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-99-039,SHPL-H,ECF APPLICANT: Chambord Development, Inc PROJECT NAME: Marshall Short Plat DESCRIPTION OF PROPOSAL: The applicant, Chambord Development, Inc., is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for the eight(8) lot subdivision of a 1.73 acre site located in the Residential—8 du/ac zone. The lots are intended for the construction of single family homes and will require the demolition of the existing residential and accessory structures located on the property. Access for six of the eight lots is proposed from Lincoln Avenue NE via a private street easement with a hammerhead turn around. The remaining two lots (#1 and #4)will be served directly off Lincoln Avenue NE. The site contains an 8,470 square foot Category 2 wetland. The applicant is proposing buffer averaging for the northwest portion of the wetland buffer to reduce the 50 foot required buffer width to 25 feet. The lots fronting Lincoln Avenue NE range in size from 4,554 to 6,014 square feet. The rear lots, containing the wetland and wetland buffer, range from 10,797 to 21,793 square feet in size. After the deduction of sensitive areas from the gross area of the property, the proposal for eight single family lots arrives at a net density of 5.2 dwelling units per acre. LOCATION OF PROPOSAL: 3712 Lincoln Avenue NE MITIGATION MEASURES: 1. The applicant shall follow the recommendations contained within the Report of Geotechnical Investigation for the proposed Marshall Short Plat as prepared by Soil & Environmental Engineers May 24, 1999, with regard to the disturbance, preparation, and construction of the site. 2. The storm water release rate for the developed site shall be limited to 50% of the predeveloped 2- year 24 hour storm event through the 2 year storm event, with a safety factor of 10% in the detention volume. The release rates for the developed site shall be limited for the 5-year, 10-year and 100-year storm event to the predeveloped rates for those events, with a 30% safety factor for the 100-year storm event. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the recording of the short plat. 3. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. 4. The applicant shall pay the required Transportation Mitigation Fee of$75 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. 5. The applicant shall pay the applicable Parks Mitigation Fee at the rate of$530.76 per each new single family residence. The Parks Mitigation Fee shall be paid prior to the recording of the short plat. • DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-99-039,SHPL-H,ECF APPLICANT: Chambord Development, Inc PROJECT NAME: Marshall Short Plat DESCRIPTION OF PROPOSAL: The applicant, Chambord Development, Inc., is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for the eight(8)lot subdivision of a 1.73 acre site located in the Residential—8 du/ac zone. The lots are intended for the construction of single family homes and will require the demolition of the existing residential and accessory structures located on the property. Access for six of the eight lots is proposed from Lincoln Avenue NE via a private street easement with a hammerhead turn around. The remaining two lots (#1 and #4)will be served directly off Lincoln Avenue NE. The site contains an 8,470 square foot Category 2 wetland. The applicant is proposing buffer averaging for the northwest portion of the wetland buffer to reduce the 50 foot required buffer width to 25 feet. The lots fronting Lincoln Avenue NE range in size from 4,554 to 6,014 square feet. The rear lots, containing the wetland and wetland buffer, range from 10,797 to 21,793 square feet in size. After the deduction of sensitive areas from the gross area of the property, the proposal for eight single family lots arrives at a net density of 5.2 dwelling units per acre. LOCATION OF PROPOSAL: 3712 Lincoln Avenue NE Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. A Forest Practices Permit from the Washington State Department of Natural Resources will be required for the harvest of timber associated with this project. Please contact David Weiss with the DNR at(360) 825-1631 for more information. 2. All construction standards listed under RMC section 4-4-303C must be installed and maintained during the preparation and construction of the site. 3. Pursuant to RMC section 4-3-110T4, the applicant will be required to delineate the wetland and wetland buffer with silt fencing marked with brightly colored construction flags or other acceptable means for marking the wetland area. This requirement must be installed and maintained for the duration of the project. 4. The short plat will be required to comply with all requirements for the establishment, protection, maintenance, fencing and signage of a wetland management tract pursuant to RMC section 4-3-110T of the Wetland Regulations. Building 1. Follow recommendations in Geotechnical Report. Parks 1. The applicant is advised to coordinate with the City of New Castle Trails Plan. Fire Prevention 1. The minimum fire flow required is 1,000 gpm for dwellings up to 3,600 square feet in area. One fire hydrant is required within 300 feet of the structures. For dwellings over 3,600 square feet minimum fire flow is 1,500 gpm and a minimum of two fire hydrants within 300 feet is required. 2. Access roadways are required to be fully paved 20 feet minimum width with turning radius of 25 feet inside and 45 feet outside and not exceeding 15% grade. Turnaround shown appears to meet minimum requirements. Marshall Short Nat LUA-99-039,SHPL-H,ECF Advisory Notes(continued) Page 2 of 2 Plan Review—Sewer 1. This project is not located in the Aquifer Protection Zone. 2. This project site is located in the City of Renton sanitary sewer service area. • 3. A sanitary sewer main extension will be required to serve this short plat. This new main shall be extended in Lincoln Ave NE across the full frontage of the parcel being developed. The sidesewers need to be designed to serve the new lots from the new main in Lincoln Ave NE. The conceptual sanitary sewer utility plan is not approved because the sanitary sewer main is not located in the public right-of-way, Lincoln Ave NE. 4. The applicant is responsible for securing all necessary, if any, private sanitary sewer easements prior to the recording of the short plat. 5. A System Development Charge of$585 per each new lot will be required. The Development Charges are collected as part of the construction permit. Plan Review—Water 1. This site is not located in the Aquifer Protection Zone. 2. This site is located in the 320 pressure zone. 3. There is a 12"watermain in Lincoln Ave NE. 4. The applicant is responsible for installing an 8"watermain to the east(including a fire hydrant) into the short plat in the access and utility easement and then extending a 4"watermain to the north to the end of the paved utility easement to serve the new lots. The conceptual utility plan should be modified to reflect this. 5. 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. Additional fire hydrants may be required to be installed in Lincoln Ave NE as a part of this project to meet this criteria. 6. 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—Drainage 1. A storm drainage report was submitted. 2. A storm drainage closed pipe conveyance system shall be designed and installed in Lincoln Ave NE. The conceptual utility plan is not approved since it does not show a storm drainage conveyance system along the full frontage of the parcel being developed in Lincoln Ave NE. This is required prior to the issuance of construction permits. 3. 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—Street Improvements 1. Curbs, gutters, sidewalks and paving are required on the project side of the development. 2. Street lighting is required to be designed and installed in Lincoln Ave NE. 3. Pursuant to RMC section 4-4-0801, the maximum driveway slope shall not exceed 15%, provided driveways exceeding 8% shall provide slotted drains at the lower end with positive drainage discharge to restrict runoff from entering the garage/residence or crossing any public sidewalk. Plan Review—General 1. Submit a conceptual utility plan with the formal application. If you have any questions call Arneta Henninger at(425)430-7298. 2. 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. 3. 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." Property Services Comments will be forwarded to the applicant under separate cover. City of P' r Department of Planning/Building/Public I s ENVIFONMENTAL & ► _ VELOPMENT APPLICA7 ) N REVIEW SHEET REVIEWING DEPARTMENT: Cptp5'I'I/tkce.TA Sey1JtCCs, COMMENTS DUE: JUNE 18, 1999 APPLICATIO\I NO: LUA-99-039,SHPL-H,ECF DATE CIRCULATED: ,. u.vte, 11 } S991 APPLICANT: Phillip Kltzes for LaVern Poston PROJECT MANAGER: Lesley Nistr ELOPMENT SERVICES CITY Ul- KEN l ON PROJECT TITLE: Marshall Short Plat WORK ORDER NO: 78509 LOCATION: 3711 Monterey Place NE JUN 1 1 1999 SITE AREA: 1.73 acres BUILDING AREA(gross): N/A RECEIVED) SUMMARY OF PROPOSAL: The applicant, Chambord Development, Inc., proposes to subdivide 1.73 acres into eightk8) lots suitable for single family homes . Access would be from Lincoln Avenue NE and private access easement. A 8,470 sq.ft. Category 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is, the required 50 foot wide wetland buffer would be reduced to a minimum width of 25 feet along,the northwest wetland buffer while increasing the width on the east and southwest portion of the wetland. The project requires environmental review and short plat approval. A. ENVIRONMENTAL IMPACT(e.g.Non-Coda) COMMENTS Dement of th,. Probable Probable More Element of the Probable Probable More Environment Minor Major Information Environment Minor Major information Impacts Impacts Necessary Impacts Impacts Necessary Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shorolln( Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic Cultural Natural Resou-cos Preservation Airport Environment 10,000 Feet 14,000 Feel B. POLIC Y-RELATED COMMENTS C. CO E-RELATED COMMENTS G t�t {,'— �?C e, t� .�2 .4x/cam 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 ad al Information is needed to property assess this proposal.Si — 7/14- —ii/L-%:—)_ 6///77' ature of Dlrecto r Authorized Representative Date OEVAPP Rev.1G93 - 1-kcei acot -1 715 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: I y K-J OMMENTS DUE: APRIL 20, 1999 APPLICATIC!N NO: LUA-99-039,SHPL-H,ECF '4‘ D TE CIRCULATED: APRIL 6, 1999 APPLICANT Phillip Kitzes for Lavern 'y A PR JECT MANAGER: Jennifer Toth Henning PROJECT TiTLE: Marshall Short Plat l_ N_''. WO ORDER NO: 78509 LOCATION: 77 l2- (/l , `(0 ilE SITE AREA: 1.73 acres y BUILDING AREA(gross): N/A 'Q`0 SUMMARY DF PROPOSAL: The applicant, C ord Development, Inc., proposes to subdivide 1.73 acres into eight (8) lots suitabl; for single family homes. Ac ss would be from Lincoln Avenue NE and private access easement. A 8,470 sq.ft. Category 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is, the required 50-foot wide wetland buffer would be reduced to a minimum width of 25 feet along the northwest wetland buffer-while increasing the width on the east and southwest portion of the wetland. The project requires environmental review and short plat E pproval. A. ENVIF ONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of tie Probable Probable More Element of the Probable Probable More Environmeni Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation LancUShorellre Use Utilities Animals Transportation Environment,I Health Public Services Energy/ Historic/Cultural Natural Rest urces Preservation Airport Environment 10,000 Feet 14,000 Feet B. POL CY-RELATED COMMENTS 1,---?-7-272, --?c/q //c 4 4 iej 7i7Ah ,, ...-/7v2 ___ --e_i?_.s2( 7 -, ._,(..!. 7-Zi>7 //,O"-Z , 7Yeaf---/vvrr . --/-7127 IL,w-c636 -- rkr,(.-c 1_-- ?(dam-. C. CODE-RELATED COMMENTS .22 u cue ri---0 4 n G ' At ) , 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 add"' nal information is nee to properly assess this proposal. / 2�dY f/s/ 72 Signature of Director or ut orized Representative D / DEVAPP.DOC Rev.1 W93 �N!“ o� CITY OF RENTON FIRE PREVENTION BUREAU MEMORANDUM Arcc DATE: April 19, 1999 TO: Jennifer Toth Henning, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Code Related Comments for Marshall Short Plat 1. The minimum fire flow required is 1,000 gpm for dwellings up to 3,600 square feet in area. One fire hydrant is required within 300-feet of the structures. For dwellings over 3,600 square feet minimum fire flow is 1,500 gpm and a minimum of two fire hydrants within 300-feet is required. 2. The fire mitigation fees are applicable at the rate of $488 per single family residence. This fee is payable prior to recording of the plat. 3. Access roadways are required to be fully paved 20-feet minimum width with turning radius of 25-feet inside and 45-feet outside and not exceeding 15 % grade. Turnaround shown appears to meet minimum requirements. CT:ct marshal CITY OF RENTON MEMORANDUM DATE: April 19, 1999 TO: Jennifer Toth Henning FROM: Arneta Henninger X7298 itak SUBJECT: MARSHALL SHORT PLAT APPLICATION 3712 LINCOLN AV NE LUA 99-039 I have reviewed the preapplication for this 8 lot short plat located in the general vicinity of NE 36th St and Lincoln Av NE in Section 32-24-5 and have the following comments: SEWER: • This project is not located in the Aquifer Protection Zone. • This project site is located in the City of Renton sanitary sewer service area. • A sanitary sewer main extension is be required to serve this short plat. This new main shall be extended in Lincoln Av NE across the full frontage of the parcel being developed. The sidesewers need to be designed to serve the new lots from the new main in Lincoln Av NE. The conceptual sanitary sewer utility plan is not approved because the sanitary sewer main is not located in the public right-of-way, Lincoln Av NE. • 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 320 pressure zone. • There is a 12" watermain in Lincoln Av NE. • The applicant is responsible for installing an 8" watermain to the east (including a fire hydrant) into the short plat in the access and utility easement and then extending a 4" watermain to the north to the end of the paved utility easement to serve the new lots. The conceptual utility plan should be modified to reflect this. ,MARSHALL SHORT PLAT APPLICATION LUA 99-039 April 19, 1999 Page 2 • 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. Additional fire hydrants may be required to be installed in Lincoln Av NE 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. �. • A storm drainage closed pipe conveyance system shall be designed and installed in Lincoln Av NE. The conceptual utility plan is not approved since it does not show a storm drainage conveyance system along the full frontage of the parcel being developed in Lincoln Av NE. • This project is in the City's Gypsy Subbasin that drains across NE 43rd St to the Denny's restaurant off of Lake Washington Blvd, across 1-405 and the Port Quendall Terminal site to Lake Washington. There are known downstream flooding problems. This project should provide detention for the 100-year developed peak rate of runoff with a 30% safety factor. This is consistent with other projects (Williamsburg and Stafford Crest) in this area. The storm drainage report submitted needs to be revised to reflect this requirement. • 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: • Curbs, gutters, sidewalks and paving are required on the project side of a development. • Street lighting is required to be designed and installed in Lincoln Av NE. • The Traffic Mitigation Fee of $5730 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. ,MARSHALL SHORT PLAT APPLICATION LUA 99-039 April 19, 1999 Page 3 • 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. MARSHGF DEVELOPMENT PLANNING CITY OF RENTON JUN 1999 CITY OF RENTON RECEIVED PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: June 23, 1999 TO: Leslie Nishihira FROM: Sonja J. Fesser ��1 SUBJECT: Marshall Short Plat,LUA-99-039-SHPL Additional Title Report Comments Bob Mac Onie and I have reviewed the above referenced title report submittal(dated June 8, 1999) and have the following additional comments,which should be added to our previous review, dated April 22, 1999: Comments for the Applicant: According to the title report,the property is vested in Lawrence J. Mack(an undivided V2 interest) and Dolores Marshall (an undivided ''A interest). All owners of record, at the time of recording the short plat, must sign the mylar. Item Nos. 6 and 7, under"Schedule B" note that there is an easement for ingress,egress and utilities over the south 10 feet of the subject property,as recorded under King County Recording Nos. 8901050076 and 8812190710. If these two easements have not been relinquished by the time of recording of said subject short plat,then they need to be noted on the drawing. Item No. 8 notes that there may be a possible fence encroachment along the northerly boundary line of the subject property,as disclosed by a survey recorded under King County Recording No. 8811159005. If this fence encroachment does, in fact, exist at this time, then it should be noted on the short plat drawing. \\TS SERVER\SYS2\COMMON\H:\FILE.SYS\LND\20\0246\RV990621.doc •divr • OF RE1i 4114 v APR CITY OF RENTON � 1999 PLANNING/BUILDING/PUBLIC WORKS DATE: April 22, 1999 TO: Jennifer Toth Henning FROM: Sonja J. Fesser SUBJECT: Marshall Short Plat, LUA-99-039-SHPL Format and Legal Description Review I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: There is a discrepancy between the dimensions given for the perimeter boundary lines of the subject property and those of the individual lots added together. There is no graphic scale noted on the drawing. Provide a complete title report showing current ownership and listing all exceptions. Note all recorded easements, agreements and restrictions on the drawing, if any. Note on the drawing that the existing house is to be removed. The following comments apply to the final short plat submittal: Note the City of Renton land use action number (LUA-99-039-SHPL) and the city's land record number (LND-20-0246). preferably in the upper right-hand corner. The type size used for the land record number should be smaller than that used for the land use action number. Provide short plat and lot closure calculations. Note discrepancies between bearings and distances of record and those measured or calculated, if any. Note the date the existing monuments were visited, per WAC 332-130-100. Note the plat name and lot number for the properties to the north, south and east of the subject property. \\TS SERVER\SYS2\COMMON\H:\FILE.SYS\LND\20\0246\RV990421.DOC April 21, 1999 Page 2 For the final short plat submittal, remove all references to trees, utility facilities and other items not directly impacting the subdivision. These items should be provided only for preliminary short plat • approval. Indicate what has been, or is to be, set at the new corners of the proposed lots. Note to whom new easements are to be granted(private or City-held). Add the words "NEW PRIVATE"to the"26' ACCESS & UTILITY EASEMENT." Add a certification block before the property owner's signature line. The city official signing this short plat drawing is the City of Renton Administrator of Planning/Building/Public Works. There is only one administrator. The addresses for the proposed lots will be made available by the city as soon as possible. These addresses will need to be noted on the drawing. Note that ifthere are restrictive covenants, agreements or easements 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 Project Manager as a package. The short plat shall have the first recording number. The recording number(s)of the associated document(s) will be referenced on the short plat drawing in the appropriate locations. The reference to only Lots 2 and 3 under the"NOTE"block is incorrect. Also, the proposed lots should have an undivided interest in the maintenance of the easement, but not an interest in the ownership of the easement. Is parking allowed on an easement width of 26 feet or less?If not,then remove the reference to"unless pavement width is greater than 20 feet." Comments for the Project Manager: Is the information contained within the"NOTE" block sufficient for any agreement required by the city for road maintenance? Is the city requiring a separate recorded document for said agreement, or can it be noted, as shown, on the drawing? The reference to only proposed Lots 2 and 3 appears to be an error. The proposed lots should have an undivided interest in the maintenance of the easement, but not an interest in the ownership of the easement._The last sentence concerning parking on the easement may be incorrect and should be removed from the drawing. if that is the case. What is the minimum street width necessary for parking purposes? Fee Review Comments: The Fee Review Sheet for the preliminary short plat review is provided for your use and information. e PROPERTY SERVICES FEE REVIEW FOR SUBDIVISIONS No. 99- oz.! APPLICANT: h•IA tSI-14J—L -be% (G4-4 h41 D ) RECEIVED FROM (date) JOB ADDRESS: 3"7 I Z LI Li CoLl-....l. WO# 78 SOcj NATURE OF WORK: 8 Lot 4i-40 "QLJs.t ( H,& 4 LL 41="L> LND# 2d-02.E X PRELIMINARY REVIEW OF SUBDIVISION BY LONG PLAT, NEED MORE INFORMATION: 0 LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. 0 PH)#'s 0 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# ,3.c4.'570-gyp pO A 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. XWe 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 Latecomer Agreement(pvt)WASTEWATER Latecomer Agreement(pvt)OTHER Special Assessment District/WATER Special Assessment District/WASTEWATER Joint Use Agreement(METRO) Local Improvement District * Traffic Benefit Zones $75.00 PER TRIP,CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ SDC FEE ❑Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd SQ.FIG. Single family residential$850/omit x 7 5,95C).00 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❑ Estimated ❑Pd Prey. 0 Partially Pd(Ltd Exemption) 131 Never Pd Single family residential$585/unit x rj 4,6,.so.o p 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) SYS1'BM DEVELOPMENT CHARGE-SURFACEWATER ❑ Estimated ❑Pd Prey. 0 Partially Pd(Ltd Exemption) Never Pd Single family residential and mobile home dwelling unit$385/unit x p 6 5)08p,o0 All other properties$0.129sq ft of new impervious area of property x (not less than$385.00) p PRELIMINARY TOTAL $ 13) 710.o0 t lain, ) Q� • k' i t CI 4 2.0q a)Signs of R ewing Authority DATE a to H �o ❑ *If subject property is within an LID,it is developers responsibility to check with 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. Q ❑ Current City SDC fee charges apply to N c:/template/feeappl/tgb EFFECTIVE July 16,1995/Ord.Nos.4506,4507,4508,4525,and 4526 0 p . City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: .4..04e11;10,ML, DeOefTm OMMENTS DUE: APRIL 20, 1999 APPLICATION NO: LUA-99-039,SHPL-H,ECF DATE CIRCULATED: APRIL 6, 1999 APPLICANT: Phillip Kitzes for LaVern Poston PROJECT MANAGER: Jennifer Toth Henning PROJECT TITLE: Marshall Short Plat WORK ORDER NO: 78509 LOCATION: E 7. -1 Z (✓1 V1GO(0 #1 0 (SE, SITE AREA: 1.73 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Chambord Development, Inc., proposes to subdivide 1.73 acres into eight (8) lots suitatte for single family homes. Access would be from Lincoln Avenue NE and private access easement. A 8,470 sq.ft. Category 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is, the required 50-foot wide wetland buffer would be reduced to a minimum width of 25 feet alongthe northwest wetland buffer while increasing, the width on the east and southwest portion of the wetland. The projec requires environmental review and short plat approval. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of he Probable Probable More Element of the Probable Probable More Environmes I Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Ught/Glare Plants Recreation Land/Shorel ne Use Utilities Animals Transportation Environmen al Health Public Services Energy/ Historic/Cultural Natural Res)urces Preservation Airport Environment 10,000 Feet 14,000 Feet B. CY-RELATED COMMENTS -51 O e—r\I"Pc4-- S i r "-t-1- F r't r- U 1 rV T i i Cc,.^s Y'1Z tz r✓ J ,v u' P L,01-r-,r p y-s ry . D N i /Yf'P c S iU 3C . CS 5.2 11)'-) vet z� t�t\I PI:17._ 1\16 l nc._c (so.; Ifi i<<7'G}t- ) Nc., �c�(.\G i r 55V L'S I:, ri i e,z4 G 67Lr}+V;V i(tic_ C. COCE-RELATED COMMENTS We have r ' wed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas wh e additional' firm ' properly assess this proposal. 4t C(11Vg5— Signa{ure f 7irector or A rized epresentative \, Date noveDo I Rev.1C/93 LCA SHF'I, LND MARSHALL PRELIMINARY SHORT PLAT POI'TION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON FWD. BRASS DISC IN CONCRETE IN MONUMENT CASE AT SE Both STREET AND 118th AVE NE CITY OF RENTON CONTROL A' f-1 Irl,• a A ( •:` I \ POINT Na 1883. '` Fp .. 1 •1 >,1 33Ls7001es ry�C _ �\ I 3L57G0!B:: !' a , . -Z�UAL17Y.EIIgME 15O J5'UTILI .SEMENT I m�ry�� • r ! „ ._ __ _ . watio•.• tTo •�— :• LINCOLN • ._ I --�— 'AR aw SYSTEM , ' _ >�I —�!O•r-1 6• r5d BUFFE""�J165 Y. ei*Bf rFl ` taw#- / ADD T ONAL r f �{— - __ BUFFER i � : i 2a PR.lp aSEB 9yFF i I_ f�'� 1OT a r,, S jr:.iu *111- LOT 1...j 79J$` ; Q m '�: '� • i700220 ..�- w - 92 so, 1` . an - R+% 9p o Lu1`igteNN � y . L .,� I- yam=_ _ VICINITY MAP P ;r I--�— -:--=f, a0 LOT 7ig ® N N.r.s. i', I - M ' 4.3 4T .fa,Y=. .. -Si \ � rI �� ' x SHORT PLAT LEGEND jo ti saO54T SF , +�rLy �C. r �- 1F. .... e TOTAL AREA OF SHORT PLAT- 1.73 AC. I �;r: ,;_�ti J- �'• ..1 l ,, — _ PROPOSED BUFFER M ZONING: R-8 PROPOSED NUMBER OF LOTS- 8 H 1�.cs _ LET a ` -- •'Lw/ PROPOSED AREA OF EACH LOT: ' %, ,_ { 18832 SF of - j. Y g LOT 1 5,220 SF - , LOT 3= 4,554 SF 4ORIVEWAY ! -_f :°.�•Ions ..' ..1 L ®== .-„m_, I LOT 4= 6,014 SF , ti Q,ON SF ',, r _1 i t • ADM. J LOT 5= 10,797 SF —� ,/I ; .,I \ Lilt 5 BUFFER LOT 6 J. 10.832 SF \ — 10.797 SF LOT 7= 11,693 SF 1)- all VATS R. ___ Y ' LOT 8 2NG SF f —— '— A TOTAL AREA OF EXISTING BUILDINGS. 2,031 SF r - ,`' — _ —— — TOTAL AREA IN PUBLIC STREETS- 0 L6700235 I I I ® • "- 5�T192��' r S OF PLAT IN PUBLIC STREETS- 0 .. 2 8.40 —_ 6'ACCESS • & BE RELINQUISHED TO $ 37y744•E T6 38. UTILITY EASEMENT 334570021794 •• 3345n:1215 I ELLTRACT A PRLL'NITZ S P FWD. BRASS PLUG DI CONCRETE DV MONUMENT CASE AT SE 88th STREET AND 116th AVE NE SURVEY NOTES CITY OF RENTON CONTROL 1. INSTRUMENT. USING A PENTAX PTS-V3 THREE SECOND TOTAL POINT No. I836. STATION WITH RESULTING CLOSURES EXCEEDING THE MINIMUM ACCURACY STANDARDS AS SET FORTH BY WAC 332-130. THE CLOSURES ALSO EXCEED THE MINIMUM STANDARDS AS SET • FORTH BY THE CITY OF RENTON. 2. THE LEGAL DESCRIPTION AS SHOWN HEREON IS AS PROVIDED BY DECLARATION OF COVENANT: TRANSNATION TITLE INSURANCE COMPANY UNDER THEIR POLICY NUMBER 31110139, DATED JUNE 12, 1998. PIE OWNER OF LAND EMBRACED WITHIN THIS SHORT PLAT,IN 3. REFERENCE IS MADE TO THE FOLLOWING RECORDS OF SURVEY RETURN FOR THE BENEFITS TO ACCRUE FROM THIS SUBDIVISION. WHICH WERE USED TO CALCULATE AND/OR ASCERTAIN THE BY SIGNING HEREON COVENANTS AND AGREES TO CONVEY THE BOUNDARY AS SHOWN HEREON... BENEFICIAL INTEREST IN THE NEW EASEMENTS SHOWN ON THIS THE PLAT OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF SHORT PLAT TO ANY AND ALL FUTURE PURCHASERS OF THE EDEN, ADDITION TO SEATTLE DIVISION No. 7. LOTS, OR OF ANY SUBDIVISIONS THEREOF. THE COVENANT SHALL VOLUME 18 OF PLATS, PAGE 18. RUN WITH THE LAND AS SHOWN ON THIS SHORT PLAT. RO.S. BOOK 120. PAGE 108(A-B) RO.S. BOOK 97, PAGE 153 RO.S. BOOK ea PAGE 217 NOTE: CITY OF RENTON CONTROL NETWORK NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILITIES IS TO BE CREATED UPON THE SALE OF LOTS SHOWN PROPERTY OWNER ON THIS SHORT PLAT. THE OWNERS OF LOTS 2&3 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP DOLORES MARSHALL AND MAINTENANCE OF THE PRIVATE ACCESS&UTILITY 17414 764TH AVE. S.E. SPACE 3 EASEMENT. MAINTENANCE COST SHALL BE SHARED EQUALLY. RENTON, WA 98059 PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED. UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. (SIGNATURE) (DATE) ACKNOWLEDGMENT LEGAL DESCRIPTION STATE OF WASHINGTON SS LEGEND LOT 7 IN BLOCK 4 OF C.O. HILLMAN'S LAKE COUNTY OF KING WASHINGTON GARDEN OF EDEN ADDITION TO I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE DOFSEATLIVISIOTHEION N0. 7, AS PER 0 FOUND MONUMENT THAT I),Q1,QRFS MARSHALL OWNLR IS THE PERSON WHO PLAT RECORDED IN VOLUME 18 OF PLATS, APPEARED BEFORE ME, AND SAID PERSON ACKNOWLEDGED PAGE 18, RECORDS OF KING COUNTY; ® SANITARY SERER MANHOLE THAT HE SIGNED THIS INSTRUMENT AND ACKNOWLEDGED IT SITUATE IN THE CITY OF RENTON, COUNTY OF TO BE HIS FREE AND VOLUNTARY ACT FOR THE USES AND KING, STATE OF WASHINGTON. -SANITARY SEWER LINE PURPOSES MENTIONED IN THE INSTRUMENT. it TREE BENCHMARK DATED: DEVELOPER ENGINEER •n. UTILITY POLE BASIS OF BEARING: (SIGNATURE) CHAMBORD DEVELOPMENT EASTSIDE CONSULTANTS, INC. Ix FIRE HYDRANT ', THE BEAR NAD ING OFSNO•32'50•E LNG CAVERN POSTON ALLEN LANG, P.E. BETWEEN CITY OF RENTON CONTROL 31591 W. MORRISON CT. MM WATER METER POINTS No. 1835 AND 1893. TITLE 415 RAINIER BID. N. MY APPOINTMENT CARNATION, WA 98014 ISSAQUAH. WA 98027 VERTICAL DATUM APPROVALS EXPIRES (425)333-6998 (425)392-5.351 DO WATER VALVE NAVD 1988; BASED ON HOLDING THE ELEVATION OF 328.85 FEET FOR CITY CITY OF RENTON O CA TGN BASIN OF RENTON CONTROL POINT No. 1836. KING COUNTY CLIENT: APPROVED: CHAMBORD 11LD R CITY O 12EIVTON „,,Lt�.,.4- APPROVED DEVELOPMENT ,..- ..1A ASSESSOR'S OV F:_E . ��. PRELIMINARY SHORT PLAT APPROVED:ol ,ram J^ F ` '•, ' MARSHALL SHORT PLAT ASTSIDE CONSULTANTS. INC./ " w"° DESIGNED LG DATE 1/99 JOB NUMBER 98148 APPROVED ENGINEERS-SURVEYORS AIR RAINIER BLVD. N. EXPIRES B/21/ f DRAW: LG PRONE(206)392-R361 ISSAQUAH,WASHINGTON 98027 1 SCALE ', vERT"°Rz S{�/¢ SHEET I OF 1 / A� I�HECNEO N;A • MARSHALL PRELIMINARY SHORT PLAT j i"" y;l�j, t , ' E PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. W CITY OF RENTON � i4 j► • / 1 334,00105 334,0018E 0 • FED.BRASS DISC IN I-a Wr I - \ I I se CONCRETE cCOrosa� wT SE eow STREET `•y'"='�1 V \- -__-- r„ AND TIRO AVE NE Mr a•' I ! -- 5 Ci r_, I/ j -._ •,s IO'URIC'EARIENI A'Gff9°'t0•W I • I P 3345)OOIR2 y. It 0 .- LINCOLN PLwE ! w 1 ` ns. r E. .-I D ' . , T� -- I -- I / 1. I I VICINITY MAP a 1 I LOT 1 I —---�—-r II 1 .•��601 DUFFER I i p Ur ., I 14220 SF 1 1 -I ".I 1 I a i II— __ 11\:t \\ ;:; ; :: Wz 1 , I — -- + I �\�' 2 63 \ I , GRADING PLAN 3 0 F0 p1 I I 1 I LOT� ROAD PROFILES 4a E� Z 3ASTo°z2B I Y f. `� LOT� Su 2 1 I I I IL_ / I •1b ROAD PROFILES 4b .- W I >f I /I .. I L--I _ \ ( ® 1 DRAINAGE CONTROL PLAN 5 a �1 W, , I • `� / I 1- r- -_A \ ® I DRAINAGE CONTROL DETAILS & NOTES 6 } sI 1' 81 1 L----J \ I -,Ic_—so ne TESL PLAN 7 J'•11 ` 00 ♦ LOT'1I ,`a \�` .3 `. \kiI 3 TESC DETAILS & NOTES 8 17-17-- TREE RETENTION PLAN 9 12 WI - \ 1 �sw r \ i SEWER PLAN 10 kii 4 4 . W I , \ I I \ \ .A \ �. OFF-SITE SEWER PLAN & PROFILE lla I ' I 1 1 I, _ I \ " .I�\ \ .. OFF-SITE SEWER PLAN & PROFILE 11b J ‘C. W 4 Oil 1 �1 � r LOT---3-it-, . L---- � 1 Siii 110. 1 ' I \ Ir ✓I' I:It..lsV p p. 1 '+b I - �, NOTE: RDE EXISRNG URITIES As SHORN LEGAL DESCRMTION \ \ \��-- I $ AREE° &IEEkS INArEOMEROl l w ROCK.D C.D.IrYANS LANE ` 1 ,q _- I ALONG C IS PROP NAY EEISiWA!IANGICNGAROEN OF EDEN ADDITION l0— I LOT8 � g or souo.or ONC AND/ TIE OTT'OFSEArnEDINSEw NO.).AS jQ1 / NAI./2s GI ORNERs RESPLWSIBNIrr roPER RAT RECORDED w VOLUME IR OF PLATS• j ! A 1:� I I • I\\ \ t VERIFY ME SIZE TYPE LOCATION AND PAGE la.RECORDS OF TONG LOLW TY; 4 (TEPID OF ALL EXISTING URUREs PRIOR TO STARRNG LM$TRU[ION SITUATE N DIE dIY Of RENTON,COUNTY OF \ Iaro RING.STATE OF WASHINGTON. 1 2Ir / _ #, II r- _ 4 • MICRO- :S LOT COO4 I il.. I r --1'-Aoanwu __ -- GRAPHIC SCALE a 'I jitrniv r L----� � .R.... • 1 1 I .FEERr� ' 4SkI I LOT S �ID RRA93 PLUG IX' I • 1 CASERAT3EIN BBOOUSFRi.'ET W. 4A4»)SFII'•' . ' a' ATE I.. _�r 1 .' .I I \I�^\ R AND 11I7 AVE NS I loch YO R I ISM .- • +__________v,\_.FN IOM CONTROL I,Y1 �, __ -. / FILIBENCHMARK BASIS OF MAROC: 33A5)00233 ! ® A.r n, „.., SB orm., L- ---- \ ` L B wFA ®°N HOLDOMG waw• ` fTRe asARINc ar N(TIsz'sa•s\\ ® r \ / PO LaCT 33FANDTITCONTROL VERTICAL TIlt Mr ACCESS A ESISINC 10'ESN)TO \ 16'`BRI' NAVD IRB4 AN.SED ON HOLDING TMI. 1. jURITY EASENENT 3bNE x[Lxlalx�EO33/SJW21) FJIVATWN O!'32°.0.5 FE£r PoR CRY „} .IA I RO•R.O.W 33A5)00216 I8T• OF RENTON CONTROL POINT Mo.11133 Ic I I I Po N LA 4~o EON_ • M1 NA NOVCHECKEDSTANDARDS Nett ENGINEERS - SURVEYORS $3 N• BY DATE_ . S10 A t v 14E NOS FLAEDBr J.S ANT S A ASSOC YP RNRER TSG � BY DAME 'T- I A q BY DATE 1,°"" [uIt NANN/FM MOIR ANWs ANDuuNN.r W1 )AA FTorE u Naw[n u[wt1/ONFF•NY FAAYANRI • iltri MARSHALL PRELIMINARY SHORT PLAT E. PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. Z CITY OF RENTON Gil MONUMENT FWD N 1 l' li_i 1 CONCRETE 0 " IY IN.. :` I II I 1� ANDE 11 W AYELNl T A I J 1 — ———— I CITY OF NoR I x CONTROL Y A .b I u��-j1YAnt IY YDn ——_�/ - I '-1 _J ; A2• __I,eeTL/OI N ITp 3NSTt01B2 W LINCOLN PL NE CEDAIT R .. _— l �� IF �YAPLEs _ __ -leD��i :I' M.1 POO EX co nPr I I. 1 �/ I. A. fL1,,,=—to•aLrrt -Q Cr) [(a)Ns]n ," • , I 1 I I A-2.•IYAflrs nss 5F [.It1a I i .MI.. 3-r ALOE. k AOM1TIONAL (r I \ s.nR •I z-'°•ALDERS '`` *$ • • SURVEY NOTES N%SS r ALAERS �j i.IlatRulmlT USRIC A PEMTAx PIS-V3 THREE SECOND SEPAL r_ 'I ! I I 1 �� \ ..11 sr ' µ L7 �1 STATN)M IRN RIgVLTUIG CIASURf$61TEfgNG THC MINIMUM ° 'z I ; I 1 fir . );'. u-YAPLf ILLSc u�Y L DEEM,, wMINIM M STANDAR.AS SETE OIII 1I S .L LY I 2 THIS LEGAL DESCRIPTION AS HORN HEREON IS AS PROVIDED BY I 11'ALE. 1 \ © " 1 TRANSNATION TITLEVON INSUJRANCE1S.IYVB COMPANY UNDER THEIR POLICY "1 • 1u /I ',,...L 3 REFERENCE IS MADE TO THE MIAOWING RECORDS OP SURVEY r HEREON , 3345700220 I I iI / `ry \ I 1 I \K I� / ®•MAPLES 1 ,fib WHICH YENS USED TO CALCULATE AND/OR ASCERTAIN THE V 61 I I• ' 2 00151 THE PLAT OF C D BOUNDARY AS �MURATA'S L VE WASHINGTON GARDEN OP / ` ALo. ....ADDITION TO SEAITIAL DIVISION No T • 7 {1 I 1 I I 1 1 A YAPLI USs It OF PATS PACE Id \ A 11'YML R0S BOOK II7 AGE 53 (A-B) • .i I j hi I 1 \ ,� —" �cT u• R0 S BOOK RT.PACE I51 C \ a- U RO.S BOOK 81 PAGE SNT 217 CO, e I I \ \\i CITY OF RENTON CONTROL NETWORK ........„ \ r \4,,, Hr YAP. rMM CS I a_.;I I t [(SIT I 1 \ .\ \\ u®AL➢ER\% a- Is LEGEND f:11 �1 I' IIP�; AI• \ \ p5 . rj1y-2 DEC'MMMLIS MEE ` ® �- \ W • C'DINER°ILS TREE I.WILL NOIC: INf FASTING VIRITIES AS SHORN (] CATCH BASIN �I 12I I © R `b \ \� ..vuzD MITER \ �[ 1. TWG UNLPIPTIII(SKYA�fASINCR .... I _ 2r APPLE •`\\ \\ —o \\ I 7t ALONG ILLS PRLYOSEO AL IGNMENI 1x FIRE NITMIANI C 1.4 1 1.... • g TOR MINERS REESPpISBULI1 L OAND/ 070 RA 1ER VAL 1E R OOO M I{�y 1 \ HERKY THE Sh TYPE LOCATION AND to \ 2.• °EPIC Of ALL EXIS LING UllllnES =VI•- NARK LINE !- / t YAPLI `q PRIOR ro srurnxc CONSTRUCTION BARB OW FENCE Coll 13•1oro You Dig ——`'d ♦ 2-IY HEMLOCK l 2-n' s 1-800-424-5555 4 • 01YIYTYY — or CEDAR \ e P - • ` .T1 MAPL[ I rILI GRAPHIC SCALE a I ACpKW4' fK 02 I%E/ I M.1Y1b' I-- \ I\ (W MET 1 AY.n1M I I MD BRASS PLUG IN 1 WA.TA N. CONCRETE IN MONUMENT K M1-Inl. '- ; \ ... ® I \�L�,/�� 1 CASE Ar sE ert.'Ettf; [(5}IRI.N I� � A-p.�rS It � / \ AND MLA IVE NC I I t.: I \ x POINT No RENM COxT N L BENCHMARK __ • IB BA.,OF BEARING. Iv TAD BEARING BAS®::,,,,,,,....co 0.6Q ��-- Txe Buwxc of NOIso•K® sNTW _ BrrYeEN cm oI ReNrRolJ]As)00235 I ; I n-rAPL[ -- -- LTI_ - ' - 2VAp' POINTS IIo IB]3 ANDI-Ir MARIS iI lay \\ �\ S2Bz.y.T x ro i�roe°AeNAsxm axalDuc TxL.jb14SB91' E1a:VATION OF�[S ET FOR CmI • I L°•NO.R 1. ]]ISHW216Il][ST°021T b TRKI 11OF REVT°NCOMHOL xo.IBSS. R ` � (�J//I CHECKED FOR COMPLIANCE 10 STY STANDARDS ENGINEERS - SURVEYORS AY BY DATE_ A(��1 �L II ��]//�� s 1.JW DS RA Y.Ia.XW(a A ASSOC BY DAIS ./�.vlR�. F "II]�CJ 1( AI IW[T� ' �YFYMFI HT fDEI� BY DATE CAE la 1.4.10111.0.108 -W1 FAAsu44n PYINH,107 PNIAI ,lau Fu 1" 1 j't~ MARSHALL PRELIMINARY SHORT PLAT E 1 PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. Z Z W CITY OF RENTON d .1 r I I1. W q` y� ,,��■1!,1, I 33/3700I65 I 3345700162 OO +� j I"t ■ A TITTaA 1.6'LT STA 1.17..1,1,6'LT(EWE,RD) �, FWD BRASS MSC IN 1}f'' $TA J.12.9I.11.5 Ri(RAN RD) .F CONCRETE M NON-MEET • rl.l 1_ —IEERR)-.3'1520W __--_ -- - RIM-156.30 I CASE AT SE SOUR SIItYAT �, SSA 1.8].I3,10.1 RT IE(WRS)-1 2.37 h AND IIBM AVE NE -SSa!MATCH EX W) ' L!T I1'OSP \I CONTROL W Z Y(S...02)-151.90.(WNW O S-O5[ —_/--1� I `h POOR OF REN1.3 F-I O I I-0t 20 UR1lY EASCYEN! _ Yl'E Q J j .7` 1 - __N6aW2°• • i• 1'P 3N3)ODie2 _MTERSECRW I.,� as vN� 1� v __ ill T.15.19-6.�- 1 ii I��.VA'a L1 CPEP O 0..52 II / ^ j — Q7 Q LINCOLN PL 'E . I is oarsi i9R-u6, 1 j . / dZ ~A4, , i— 1 LOT i . z2*, rcsr .6i IA I --I. . euFrER Q x ♦ I _ Y'�AV � _ /lir - IFF�,550 11119-RIY-�ISSN3.0 RT- - -^-. J LL�R�201i,�I W�I� -1 1�1,610. • rt " _.sr 2 ]1.r_...._ )LN) -- yroI / I aA1. I ] .. - STA 0.2J.0 t•-(2dlt ROI , _ O4s A .` !'- '✓:, /m /\ ,� ;� RAI-16a RW-rapl�snE NEW FACE OF CURB TO I ,•In r • .__-- __E L1 O E n NH SF \ \ _\ . ", ' BE 32'FROY EXISTING _ }I dy .Z Ars,CURB/PAHUENr fl v ,/2/ SI r————�. I �\�MWLEO q )V / 1. ME O H -il J T , I�t0 e - />-, ..� - - LLOT2 cB n rE I I 5,y / / ,' L:EJ)- I- SG} -1�1 00LI r . MN169HI 1_. —I ' -I ,. f3 LOT $. \y v--(.... e . 1,„Q),, - "1 I 1 I \ IQ;WI` f r. T7i -- ! - ,/\j '?J1t. � I \1 ''''\IM, .u/v.L I \. y� Na E NE As l\ I CI c.1 rp1 9A5YNt� _ • I \ 1ti FWE NiQPAN' _ LOT.8 H SHALL 6E ME CONTRACTOR AND/ I 1;Wj • r J , ' fF-Iea.'Nw \ V OR OWNERS RESPONSIBILITY TO 9a WAIER VALLE • �+ g 1 01707 RK Sh irnr LOCH river ANO -W-WATER LINE G 3 / , _ iIL :I :I I\\ • ..\ l oCF 5,REIIfWiGSTFU1 CONSTRUCTION t { — (- I -' ./ �I I L- - ' I Coll Bolero You Dig -•- BARB IMRE FENCE y _- !!!y�1 `` 1 • ea / Q 1-800-124-5555 m IMF x CATCH a SS LYW LWAr, LOT 4 I T I --�—-- 11 1 - GRAPHIC SCALE e ` I,‘. I ,� I FT-/ByJ La1N 1 i I t I ,` I A.F.AL a \ I L---- d �A , I LOT 5 ��,I I L,. r-� 1 ;; T-,69.5 . 1 \1 PND BRASS PLuc m iv1:w'I laid P CONCRETE IN 0 551608 (b r b "" . I Y . (lam I\�./\ 1 CAST Ar se eBdn sTRser L�s•m M1 h,..2 ��. rWI / \: TI I_'tI _ STA .t1 a6,15.34.RT, /% `; �-�LJ� -RWL19�n - - BENCHMARK ° m \ + LI,IE°MN)-rdI.elr ie 5 1- —-— - H a ` [.0 \ -- ` J�\ / / POINTS./ 'R].7.•1.•E STA• SEUENi rasa..'U ,rr EAiN 21) ELEVATION OF 328.55 FEET FOR CRY I' 10'R.O.W. I R(E)-r91J1 3JL5>00216 I 8 TRACT A Or NEWTON CONTROL POD?NR 1635, I I I I I I I '`Y L 4ry0 IWIEI}cE0 FOR COMPLIANCE I , TO CITY STANDARDS ENGINEERS - SURVEYORS W ILAACIS FLAGOC9 BV 25 AWES A ASSOC. BY DATE SEPTYRIR 25, 9% By DATE T�S1QE CONSUL�'�QI, �S. INC. efS 1111d� g BY DATE_ rwuM+sH MX rrrn rlHwrwuiarua FAA.ru10 f • -*-6' 1~//tcn fr MARSHALL PRELIMINARY PLAT E-F PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. • Z CITY OF RENTON W a0Cn . .4 Ea-'F > z z SURFACE WATER DRAINAGE NOTES & SPECIFICATIONS al U I.I. BEFORE ANY CONSTRUCTION OR DEVELOPS/DO ACTIVITY OCCURS, STANDARD GALVANIZED A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF MA101 MOOED GRADE-\ 24-CDwR LADDER/STEPS STD.640 [x]rn1 RENTON PLAN REVRwER. SEE PLAN NEW W/LOOKWG BOLTS 36•ACCESS RISER . Q , V, 2. All conslrwhon shall Min occordonce with the•1994 Sleedord SPACER RINGS -_ a Zi.-- Specifications for and Road.Bridge the American and ublic.blow Ass.rConstruction(MM.)ed mOYW.YW.��JJ••�r11 F a °mended by the City of Rent Deportment of Public arks. 1 rV I.]:1 J. The sumo,..plan which system Nall th constructed of Pub.Worts. 160S1 DESI,ig O c"ilia_ 8•IRN. ON:RFLOw pig A the depraved plans welch are la in it Department If prow Worts. Q from O de...from Renton approvedertpions mil litrequireWorks, written,Sur approve DEIw.SURFACE= RODi ELEV.-161.07 V-1'�IM CiIY al Renl.Deoartwnl of Public Worts,Sumac.Walr x utility. ORME R-2.60•W U 1 A copy of lose op...wan.must Mon the job Me whenever E 56.]1 construction is m progress. s. Defum slio.l M NAw as unless lhanix approved M Cily of R.t. gip ORIFICE r-1.6re Department of Public W.S. Reference bnchmurk and ele.tion are noted on the plans. __ IE-155.61 6. All sedimentation/erosion 1.ilities must Min operation prior to c.rin9 156.6f DESIGN O f T'' PIPE 009 GAGE and building construction.and to must b satisfactorily n0.00. MAIER QUALITY AWKACE= I�1 BOLTED OR IMBEDDED until construction W completed and the potential star on-sib erosion has 2•W WALL B 3'M A Or sad.s 12•e RISER PIPE 1 1 SPACING.TMW CF A 0 Lie0 ion/delenlun lac;!;ties must be installed and operation Dior Ire CIEOHOA GATE1-1- --- 1 T lot t or mice oc .An all c alrucli.nativity levees other.. DRAW • 6•SHEAR GATE II H approved by the t Department of ublic Works.Surface Water Utility. 12•EPEP it Z6. Grit..se.E may M applied by hydrtseed;ng. The grass seed mixture. TIE.15 W_1 atar than City of Renton approved standard mixes,Nap be submitt e ' 'Il wua:eatot andapproved by the DePHment of PLIKX U 14 Works, IE-152.E 9. NI pipe a.appurtenances Noll M bid on a prop..,r... foundation in cordons•ith Section 2-02.3(I)of the current State of Washington Sla.ard Specific..for Road and 13.9e Construction. This Nall include necessary beveling of the trench or the lop of K bdd;n9nmulria7aeunlw sell as teem nleand comg lion ul rpu«.d 'I if 9mlf de se un to 9 00 g1Vn1 pipna p If bed°^rp sit as M APWA r Close•C.with the Ye.eD;on of PVC pipe. ii trench abock.Mand Mahe .compacted minimum•5%0 smart° DETENTION VAULT CONTROL STRUCTURE wedding o M 90L other... r ASTC.D-t55T-T0. P.a grovel nd bedding Moll b b'or IM under PV.C.pipe N.T.S. 10.shall lave alwl pig andhided steel pipe for oft drainage lacWbw FLOW TIES IRiCIOR CON IHIX DEVICE f:1 Stun nor.a'011 n lr.lmu.t ar en 1 martt o t omsaem.I 1 H.,0.anon nil por p15 feeed om 110 lot of thec hang Pon ef any alwm drainage pew. 5 from 1M lop of o channel bank. s `1 12.MI eaten 00'n grates shall U...eased 010 feet belowpavement bevel 13.Open cut food rm.,'1N0uge*Mating public right-of-any will not M allowed unle.specifically approved by City of Renton Department Administrator.Department of Planning/Buildup/Pattie Warts. ♦Rock for erosion protection of raad.ida ditch.,where required,ll I M Lv 5 1 • sou.(Roomy rock placed m a depth of 1 foot and, 1 the 4 3 pe 11irp...Mahone -B•/10X-70K passing;2•-1• ale/,NHL-s0% W.�A'A�< .,and-2•rock/10x-20S passing. 7{ 15.MI building downspouts and footirp drains Non M connected to the storm m Util dimension.lit ormndrr inage sya em unless approved by lY.Deportment of Development Services,Plan Reviewer or Suoce Water ity. An Certified as-built drawing of finis drainage Ilb.ubmitted to lM City of Renton upon completion. CHECKED FM COYPU. g 16.Is o1 tn.Building r Construction Permit by 1M City of Rant. TO CITY STANDMDS .l M owner E liability connected with fr water diepgo�odor Further.the BY DAZE or2 Gry of Renton do.enton l not accept ovMa dart.fa .Proper lunciwnmq e!system r ring construction. BY DAZE_ IT The C.trOClor.boil be responsible fr• d.providing a0uul..uf.9.... BY DALE_ s,prated;,.equipment,floggers.0.d a olnr n wn▪ sdto protect the lift.Malt.,a solely of public.end to VOW,in connection with to Performance 0I s overed by 1M con reel. My.ark.itn.!M ove.right-of-way that may apt norm traffic flow s require° appror traffic n. BENCHMARK plan by the al raffia ripin..ri.y Dn.i.of t W °he Deportment of`Pub. All sections of In.w.S.D.O.T.Standard Specilicoli..I-07-23. OPT OF RENTON CONTROL POW/16.16 Traffic Worts.Contro,son apply. DLEWAT OTT OF RENTON(HALO MO 18.Special drainage measures wM be required it the reject location be ELEVATION: 316.65(FEET) R within protection area(ARA). 1 3/8«r BRONZE I..MUG O THINLY ON SO' YON, W CASE, OF 1', C SOUTHERLY&ISO'OfWE IRE OOVS ISTI IED W)1 SE. d Oc SE B6M 51REET t 1f6M AVENUE SE. 1 WAS., ENGINEERS - SURVEYORS .,a.. g•.y 0 E .E . �1111MGDer 9 86400Art WAeerH 4 rp mos, l Hut. YW MSS ` IIe IWMi-6Mf F AAgelN16 IMWM pTNHs u�>4N0 $ �E '! j" "I I I MARSHALL PRELIMINARY SHORT PLAT F, PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. W CITY OF RENTON N`A f • � (� I - 3345700185 I 3315/I0182 <� I I J RED.BRASS DISC W 41 a E • III- 1 CONCRETE IN MONUMENT 41 I_ I 1 CASE AT SC BON STREET AND DSO AVE ME NTROL W - -_ - ,,hh Cm OF POINT .INNS CO +1; }e.' 20'URUT7 EASEMENT _-NRR30'NYY I- / ,)p I s'�� 3345700182 • fZ 2445.19. (Y( fS f W .. - _ _ _ 0 LINCOLN PL E 1 i ''k%`1 a_ -it, 1 —1 % p I i K I.i a. ~ ` I '- I -'i '. '' a}E""°"'/ !' -. I.. . ,A,-,60'HINTER e i LOT 1 l ! x✓ o l l ' [ \ I Kra'. J� . I 0 C.) N .1 rF-w.o MIN j _�__1 1 I / ei t e- / l\{1 I oaf. L--\ ' E ` - a . :fNEW FACE OF CURB ro I 'III .{ f—____ I -,1 T BE.12'FROI EXISTING li ' �_tL�ACIUi F0--` N�� mOscp OurtF LL z NEST CURB/FAAAMf0I A. GIB r- _' -f—— •"�7 1 ! 1L7 _ )', r• E. 0 E0•.1 /!I 'I 1 \ I I ! 1FLFO1s �� .a i F Z 'I } ; I1; ��L07 2 t• 1 I I I I \ I :�' / �e 1 „b ]]RS)00220 ` I I -AT_Is5)MN I I d 1 M1 • ti f e / il, 1 'I LOT� ' ' ,:''‘ e ..j j. ;yQ �. ro, ., . '. I Q tut' ''I . \_ 1 \ L— \ LEGEND YI 1 11 : LOT3-- \I 1_ — — AA \ � ® © oEClou ws RfE Iv Q1 1 FF.nzoAw I r �: \'. TI I I O I W 7 — CONIFEROUS TREE NOTE THE EXISTING UOIITIAS AS THEM D CA)pl BASix Iv I. I. fi L————--I \ ARE ONLY APPROXIMATE OTHER / I ' r1' \ •I -'$ EXISTING UDII DES MAY EXIST ■ / -- - I \ A ALONG MIS PROPOSED ALIGNMENT U FATE NYORANr p yp p I r • — y LOT.B IT SMALL BE DIE CONTRACTOR AND/ G, U 3 / - I )u 1 I I • \ R-IAT.R'AIN/ K°"Rl°FY"ERf"SF 9Z�i i0CA 110N AND DG WATER VANE -R- WATER LINE .;I :(ti ,-,/ I • I \ .fin \ ' SON OF ALL TO 11HG aASIR'C`IWN 'A' I` _ I s E r1 I • I L—• 1 I C MWMR You D+0 -•- BARB IxRE FENCE pNKYMY,T- i ~ 1-800-4Y4-b555 m sAwT.wr SERER MANNuf LOT 4 / T PRO SF l. I GRAPHIC SCALE a \I', �.1_� L————-� I I .L I I ROONR ,r V 1! ,'.k.IST.II 1-�� _ I I LOT 5 -.J 1 END BRAss PLUG rx m }-I . ., I fF-IOAS INII \�{../-\ y ,CASE AT SE Dd.CONCRETE I"MONUMENT - - -(NEW/ 16 C(5) H LIP::- I \\ / \ / AND Ill BtB AVE xET"£� �M•ID - p.,-ANT- I I Y Y 1-1 1 --- °°� " ' LI . - .... . BEARING. .---,-----_.__.:, ____LBASIS 47N. 2111140. \ // S �N,E PoINTS Na. IBM AND 1B0.Y SY AO¢SS A ENSMG 10'ESMT RI \ 1es'8IN• NANO 1RBB:ABASED ON 80000 IC TH8 80'80 W UTILITY EASEMENT % L�pxy� 334571021E % EIEVATTON OF ON.05 FEET 700 Cm 4. 11 I / 3345700216 I TRACT A OF RENTON CONTRAIL POINT No.10.15. I I `F,NlsA�- y�0 CHECKED FOR COMPLIANCE I ,• �I TO a STANDARDS ENGINEERS - SURVEYORS '°�T `° CM a. o h- STRIDE CONSUL rg �S. INC.__I--- TITd= ' ANDS FLALLCO Br XIS RV.A ASSOC. SEwhMBER 21 I998 9 BY DALE_ INMN 4M1 EA<N2-6N14, nNNpM a,1 i�FAx.111.740 . it,`, l-i I I'i MARSHALL PRELIMINARY SHORT PLAT E PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. Z CITY OF RENTON W .} L a ._, ' 1,, 3]A9001B5I33.5)00152O •ta-;Itl a , 1N0 BRLLR D6C M1 CONCRETE IN MONUMENT a. 11�1 �v-- CLS£AT SS BOLE STREET , I Se I ,,�J I �tr^�^ -_ I �, MID IIBW AVE NE /] ; ilitii& TLYI-ISA _/�1SO C \.1 CPOINE No. HMS ITY O RENTON COMfADL • ffyV Z �/[l_'� 1� TD'URI=[AII1O/I -blryTp�w_-; - !_.1- ,,O ' 3345100182 ffillin 0 a LINCOLN P • 'E ' 1 011 �� /:c111 (• .01 � I e U eeo ` I+ 1 Fr_Isso u.l i1 -7- 1 Jr A '.5,, ' - , � ismir n GENERAL NOTES: • 9R AREA-n.502 Sr NEW FACE OF CURB r0 I SIT AREA-.I,SB.Sr(Px-9rE) BE>z'FROM DOSING / - BaliB�. ~--- ---11')"— ili®\ \ . AOLUME rD,sRo sf(Dlr-sIE) [� y K r CURB/FAKMExr f I /1I < �R = I——— - -- I .(s[. ._ �:`. /'." / I / / FEY LVrr_r•z D00 300 CrQM3 O FOr ){v II - `FYI ) I LOT \ I. ' I� DESl0048 N Of MA 1ERIu: TO BE OVERARMED `r ® \ % I I: F-r z r1 f ��i� 1 - ralm.e IirL \ it* / / ' W ]3A900220 I �1 LOT 2 t 1 I 1 1 b U Ix • ,1111111M111111i I - 1• E P ..I ; hl �i 1 L----J trE _ ;1 • , NIti‘-..) s'‘ .63 ,,/ h(Op I _ 1 LEGEND - ,,, I2 i1'•. ! ! I I • - \! -- -- \ © I• e p.c.,rNEE • CONIFEROUS our .�. , 1 ` PROPOSED 9NRR ___ • CA!CM BASIN • / •' ,.1 [`1 ' L— —_,' y Lore ��• —�\ R u FIRE HYDRANT Y / - (� 190 1.%j r— I \ a-rB0.:_, \\ 1 A Da WA lER 2M.r 66 bb S/r '(EBB/j/R.��C7 9e— I — • NA PR LINE 11 1 1`f — // ,� �_i/ • , ,. � \ , Ip -'T- BARB wRE fENC[ OOK.RY) Illtlit L_ : 4N � _]ABx 1 I \V(� I' GRAPHIC SCLE 1E -y,;,.....-i.,, , - I j LOTI 5 -��- i\ / .t I<i �/ rt_lea.s w \�, �\ cMrorDicRRASS LTwRLoHu�urt� �.MT I 6 rIa rv-,9.I 1i ird�l� lrla .—._V�` pp, \ 1t \ \ +% / I DElel v�i rem 1 •. n / ! CRY Of RENRIN CONTROL wrs»-alas ¢ I a • er ..4 —�-N1—+- --1\ i POINT No. S. BENCHMARK I ,W0 tI / I Lam+ -- -- — eLTs or BELRDG LV ® ' RoeNFRr ewa wTet • _— �\ NAD 1°r/VI. BA4£O ON HOLM. 3N3)00233 I I `. • rOT.2W •` AK 1 I I . \ THE BEARIMC Ol M0132'S0"E BOrIOM-!BB \ e \ • � . - BETwCEN CITY Ol REMON CON1Al1L .11 CESS et ESAA 8 \ ST97.'.f7 VERTICAL DATUM AND IBR3 HOLDING THE „OWI'(AYNENI $ a ACIwOLR9[D ' ]lA5)0021) 'B'�9.' NAM,1988.EIlYAr10M OP�SZ0.15CO NFEET NR CRY Iti t Po'R.O.. I, 3]45)00216 I $ TRACT• OF REMfi1M CONTROL POINT Nu 1. I 11 I 1 1 , rA, _Aillihmatri CHECKED FOR COMPLIANCE Rn OTT S ENGINEERS - SURVEYORS BY DATE . 1ERNOS MAO=BY 11 FM A ASSOC. INF�L/1%94(ISAO—INC. E ,DATESOMBER as.ma • t"It�"r' MARSHALL PRELIMINARY PLAT PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. z N CITY OF RENTON W ow a S a w as • A O ....3 a • Ct W O F, CO •LOW PORT FLEV.r95 er MGN POPO LLEV.199.02 r' LON PORT STA-.0605 190,POWs sTA.W u.M .T Q PH 0+0*o.16so P9r s1A.o.)9m F Ty r9s90 ma 0,-.20209 k = W �A5.r22 a 5_b a in U CI .2.02 .SN I 25.00'VC I 100.00'VC I 84 8 �« a . 8 g 8 a a4 ayyT 1a Y y ®e2 TYPEI lr P1 000 1 STA 1911.u.ISN'RT. ,�, STA aF0905 a y Y R111.IRON 0 1 E(Wag.19r.Bo ',N., RINE1 1959J.J1 -- 1m IT-. 115 LF 1!•CMP•S.I.JE I _�E=g , yi •, � f!1.J T7FI 3 \ 5TA 2066.45 \\�� T�,I?•, \\ MU Il1.W ,s • SSW/) _ OOEP \ E Mks).MOIL £ I y(�.q: Si.r 1Dpe800t NATO,/TIN.WADE) ` \C, �T•2t R9yT\ - SWu-Nrs ODt ki:013 0E-b rc OUT_r9o.o(s1 g'*4 OW �r E(S).r363 In E(E).131.2I asSt " \ ®37 TYPE1 \ (� 5TA l412.91,r1.3'RT(PLAT AO Lam. ?• MY.t36.10 i AS). 323'1 tl, \ AX. 559R1 A _ 5TA 3F36Jq 363'LT.(PLAT KO ,�11 MU.r5366 ��LOI E W.119.96(9) • 1 'tl F 6p�IJ i E OUT.119.66(19) i I1! PATIN REV . 4 11690 ^n a 0 1 STANDARDS COYPU.TO -,sn .00 r.., 2900 2900 294627 9Y DATL_ 9Y DALE_ ' 9Y WE PRIVATE ROAD PROFILE BENCHMARK SCALES: HOR 1"e20' Orr O'RENTON COMA PANT 01635 DATUM: CITY OF RENTON(NANO e6) VER 1".10' ELEVATION: 326.65(FEET) 3/B W.BRONZE PLUG 6 PUNC11 OR COW ROW. W CASE,ON.I r.l'SOLIDER,A 110' NEVER,OF ME COWSONCIED WIERSECDON OF SF AIN SIR.1 6 116M AVE. SE. EN 1 14y0 ENGINEERS - SURVEYORS V. r6.DRAN. nuL rerrr9.r2 y . 01•910,9uJN1 FAXXnrn us FAX•Tanr �1J • Da - g aE' ~ lin I?' 11 t MARSHALL PRELIMINARY PLAT E, PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. x CITY OF RENTON W a r4 Q" W e a4r Pi W . a 6 ��b` A O ""F.i "g CC O F :Ts Q a 150 (.) 0" ro rR ------ — zoo e h ;N row PONT ELEY.15573 . C< PO SrA.0.50 IOW PONT STA.1.13.I2 _ ; PM EIEY.t50.T9 PR STA.1.00 E /____i 62 PN ELEV.155.02 a K A.FM A.O..T1Al z N E, _p0��' or. I 40.00 VC 1 A.105 a; p 0 NI3`N--rE 60.00 VC F, a r r S.S.R rpSDE� _tl '�. SIA 7.6)..5,10..Ri STA 2..52.2 2.N'RT. E65 % ', 17 __ w Z trsst.(TrA1W EA MO) MY.16n12t(Yn Tal ER WADE) —g. R C-' w E(5.NA EM1l1.90.(CRC* E v..1M.22(E) // •: . TRY t a (•) It""T`""" ITS STAb.l65a.6 LT V S aOI.r59.55 Y4'I _ y{ R(EMT).152.09 m . STA 1n7.2. 0 •. , ,: I y} Rai.155. STA 1..i.1.AC LT(EST R0) Q / / �~ Z a TE(W65E)., su 1..T9z 1E5'RT(Fur RD) ri = • • ��I�I(� /rsaJoszm II .* / I I / a 21 5.3.RT..((SAT�N 1�� P� 6i urlf.1�ll H �( /U II I IE(E).15590 150 rn!LT 1r fPEv..n .� FROM MAT I� WirME , R TO EX STORY S011 AST _. i. _f` O.I.R 1l�yOJ _-_.----_- L N UNCOLN AY: TO T so ®a9 TYPE 1 f:1 /' Lb °,•a '/ STA 2..524(AR'RT.( •,N AK) STA J.l6 ial'LT(FIAT RD) i LIESTA1.]9.95.T..'RT(IINCOLN) STA MO2.)4(EASEL.£-, ,) STA r.2.J (EASEMENT RD) ,� 5c y[R RPM.�60.6p!'RT gear RD) Re.160.12}(MATCH E•WAGE) RW ISS.. R(E).156.90 1E N.T.a22(E)) EN.14 a(S) Q E OUT.1.ar1(N) E OUT.1 9.66(W) n[Y nearo MEG 1 1 1 . t23 0.00 .00 1N2.10 s UTILITY EASEMENT PROFILE a SCALES: HOR 1".20' RAr1r as, VER 1"_10' moo 8 - ,•00 2.00 I.00 D.00 BENCHMARK CNECAED FOR 0011PLIANCE On a RENTON CONTROL POINT Pau TO an STANDARDS DATUM: arr Of RENTON(NALO 66) ELEVATION: 326.65(TEET) BY DATE LINCOLN AVE. N.E. PROFILE BY DATE- wJ c.q,ON.i�TalllcsDRI/PUNM CAI CONE raN, SCALES: HOR 1"_20' Or DATE RESTERLY Of IRE CWSRUCIED NTERSECIION Of SE MD.STREET R 11611/AKNOE SE. E: VER 1"40' `Y L 4 4y rid!,..,. 1I -- o ENGINEERS - SURVEYORS DN„E+F' .9AnuN....YTOR eeT at aul W.t1eW1RR Sent IN..L.eta..1 Eu-et..Ar N.ee.ral.0 EAAsI.M. 1 P ill'O^ MARSHALL PRELIMINARY SHORT PLAT Er PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. Z CITY OF RENTON W P. • -FI _ 33 V 1 CVEP•_ ]]AS]WIBS 334,00192 1.4 I� •5.15�;�� N Fj •: ;� n Y�FI -_IF�'.P �6V C 0.][ A.['lT _ STN3RIZED CONSTRUCTION[NIRANCE EAT DNO C[W TOUR y MD BR srOD13C Is r►`Q-iyl v Rw.JSASS DO'LONG.TT'NIDF IIKs(hPl I •DT' CONCREI[Ix NoxuYEMT STA 1:3).Ns,IO.A RT. 1:''� E(Efw)-TTS208-- --PER DETAIL INSTALL SILT FENCE CASC AT S6 90W 3rRELT RIMAISID(M.rtsl DI Di �I.� -6-[sN0-Tsso(m SEaI h AVE r/T'.11 N(SNArf}Ts1.Foe(SElai -� IIYI[11\ RSA 1D Lr C ADS 'T� DETAIL / AND r se oFE'�RE093 rnNTwol INTERSECTION }---�9 . /� • / S]D 3345700TB2 DWI -- 4,_'� :ram + -; 'SI / �' ' CONSTRUCTION SEQUENCE: Fi I ' _t. ( --' • /E I / I i 1. CAIl FORA PRE-CONSTRUCTION MEETING MTN Q NV! 61 'ate • -_`� + 1 Iy Y i sore! 1 DiE CITY OF RENTON PUBLIC WORKS DEPT.AT IT.• -_i ® ��=- " - LEAST T NOURS PRIOR TO STARING CONSTRUCTION. ► I + 1� ]. DELINEATE METIAND BUTTER YFIN SILT FENCE AND (� ,,•. 6c1)' • p •�- -_'} -- - + _ yv /i / II\ I. SURVEY TAPE. t I6J W / II RMPORARY __ \ i \i.NpTMYAt 3. INSTIL STABR M CONSTRICTION ENTRANCE K-IYR - .EOR -�-- 4. II---\‘.. \\ +' I • I &WEER, PER OCTAL. '] �� -- -- - `t- /y J,I �� A. ERECT 4lT FENCE AROUND PERIMETER wCRE NEW FACE OF awe TO I I I I'�P. I —---{-_r>o_ «w,l s S RUM e 5. INSTALL CB'S B II Y AND PROVIDE CB PROTECTION BE 32'FROM EASING Am1AID AS PER DETAIL. 44 yI-� NEST CIIRB/PALEMENr f, \\ O G� LINE /1I s ® F _ N �\Yt`I\p ' �/, // , • I I. EXCAVATE TEMPORARY SEDIMENT TRAP IMmo�, yQ �/ rI, ): - .-- 1 \ OE 1e o •CL' ,, , ; ®,•/' ( DIREC TED O'M TRUNC4OWARDS SHALL TRAP. M^ IT--1 ]]AS)00220 -•I �I/,P. I 1 \•,( , T. ROU(iI GRADE AS SNOMN C^ /WNy I + ,A �% / {� $ B. INSTALL UTILITIES. PROMOS CB PROTECTION V W �,I! <I�I� FIB i \. ,. \\ ••, %® 1' AS PER DETAIL. 1 {�� 9. FINE GRADE AND PAVE ROADWAY It SIOEWAL[AREAS ,I: I • hI *LI - ll I - ".j ` y JI _YlF[ T0. REIIOVI:TEMPORARY EROS0N CONTRA FAC111E5 \ ` • aKY K1ER 1NE POIENRAI Fpi ERO51011 MAS PASSED. 7�r I WI,�� \ A \'' \.``� I / - h(Op . ...'.&' 6........;\ . e ,j li -....„.,;.,.;:,. .4r, 4 t„ritagoninwilliiii,,,,,,,„1, ,,,,, _ , ,.‘ -,,,.„,,, - ,. . , ....."(, , . I,. ... . f'1 ,...„,,,,,,!, s '+ ` , I/i1 \ F. \ _. \ LEGENDE 1 I Z., Q I OIADEY(M) ]t _ - Q I © of ENDxxxxs TREE ,. ...„ ' \'I V I I f' a e ,+. \ . CO iEROUs MEE J •• 12�#..I ''�= - _ • �. I PROPOSED I A O CATCH BASH / I J ~ •'�� liE FINE NIDAANT p p N{Ni' S I T90 I I ,\ \\ .I z TW WATER YAW • i 'J+ �A / IA. il ,/ TB iii \ ,• \ ,, • ; .,1 o =w-wARR LAVE -_y th...... INST'A L SILT FENCE �+ l - - - ar FENCE omlTw.r • •ER D AIL. i \ M LRNTT OF CLEARING d , �lct • \` .. `E.I �-. '++ :G \� /, GRAPHIC SC-LE - r I : �t I.15YI ,�I r�i'i—� - •. = •. A .. `; \ FWD BRASS PLLC w III MI IM MI=R I,• • • Bum•-•"CmO:i i:i:is� .I_ CONCRETE N MONUMENT (w ) « ,.,,„ ,I,wy ir�,.PS •i�iia�li•��•••••�_i�•�•�•� a Lon!OF CLEARING Al T�\ \ \ '.�• I iMu uaLe iv'stN sTl+ear I r...m w _�/r C'P1 . •-il-i 4 i • 9 \ ' \ / cErr or Rwmx coxrROL _D.IS,.- d>r +�I�1•i�••••U••��Q••••••••••�C•L - / (ouR Ma Reis. N.FAMc I s`D I,IB��j��•«.A..•ATiIi��u�i�•�•�•�� L_- �'� i BENCHMARK V2•• ROCKED' - , VIV -- L \ 'r xAOBAR�PB.I/B OF LSD ON MOIDDIC 33/5700235 I I e 8TIEYIN� eA„ \ �\ r gyp. ` f S5 ENE BE.IREIYO OF M019Y'30•[ _nkr• I \ \ // BLTwEEN CITY OI narrow CONTROL \ e 5792,,,, POINTS No )835 AND 1e93 O I it VLM I DATUM $.051wG I0'[SARI rO \ a +ITB PI' DM IPBB; BASED ON HOLDING THE STABl12ED CONSTRUCTION ENTRANCE '(b //a ELEVATION OF 321185 MST FOR CRY E I COT R.O.w I 4E R FLOOD•20 FEET NM 3]45)00216 K REIINOF4ND ••• 33A3]0021] .... TRACT A OF RENIDM CONTROL POUF(Mb 1e35 I II I I I ..T^ OCENED FOR C01PUANCE y,v+.�•,.+JR TO OTT STANDARDS ENGINEERS - SURVEYORS �//� `"`� BY DATE_ AQT@[[1C�INSI[[ CJNC YPRNDSSR 25�pe9Y AS JONES B ASSOC BY DATE C1mr\l[[1f1l LJEIIN/F !� SCJ L A,-, a��IVMMV,•• 1 P Sr DATE_ RAAORAA W N W«!T au{N 1o _ as ' a'i I IIl MARSHALL PRELIMINARY PLAT F PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. Z w CITY OF RENTON O a z WGa EROSION CONTROL NOTES & SPECIFICATIONS ' WA..a.�2 TO AMP I 27.,IR, �' rYAwe'c arrioiv.� a •'MIN [� -E.44 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY •M1 x W OCCURS,A PRE-CONSTRUCTION MEETING MUST BE HELD m¢s ie`4 e], WITH THE CITY OF RENTON DEPARTMENT OF PUBLIC j saoscsr ma a Poo. Ss' O A WORKS,DESIGN ENGINEER. z-r a raaoww ewer[nog. III U 2. Alt limits of clearing and areas of vegetation preservation as prescribed sl __N s Wt �,/,Ya�Yepnwya;r Y�,p, s r sazrress Kns000xAR TO mntt I_ — n the plan shall be clearly hogged�n the Held and observed during YT r TO TOTAL IENGM>•ee'MIN BOTro1N ELEv.gels x W construction. I _ E"r 3. All required sedimentation/erosion control facilities must be constructed o rib a x MR.er mr.B PM�s UI.A.VI T..ule saw 5a. MAIN 051C0I STAHDAIIDS, NOR: TRAP NAY BE TOWED BY BERM and in operation to land clearing and/or other construction to b saw SO T. SEDIMENT SHALL BE REMOVEDTHA r BY PARTIAL OR COMgITE insure that sediment laden water does not enter the natural drainage no lax v M sn u.PA IRON PT TRAP MAUI if REACHES EXCAVATION system. All erosion and sediment facilities shall be maintained in a rap arc UArtNPa P SPAY.Se wa We... r'IN WPM. satisfactory condition until such time that clearing and/Or construction is iA r Ore[a NaJ.�[ MO. �� ID 2 ANY DAMAGE TO Rr TRAP EIIBAWNENis completed and potential for On-site erosion has passed. The KUPlo OR SLOPES SNAIL BE REPAIRED. O. r w[N Mr N.w implemMlaliOn, maintenance,replacement and additions to Pa. WY01 MLAsru�MA PF...0w Tar K erosion/sedimentation control systems snag be the responsibility of me r 6144111000 SEDM NT TRAP CROSS-SECTION permittee. '/ s•-s' AT LIAST.SAAT C.. 7.V Z wss=ee G.O.4/4 1Y s Nnw¢D+✓.usµ • O O 4. The erosion and sedimentation control systems depicted on this drawing a N..f0402 1Ai e ON s 00. r SITARS sr.0 N.w[ ore intended to be minimum requirements to meet anticipated site we sweet. >„I conditions. As construction progresses and unexpected orseasonal YTe..•MVP POST .,� �,,, Z conditions dictate,the permittee shall anticipate that mor erosion and rm MCC POSTS w I�I W sedimentation control facilities will be necessary to insure complete - �Q, IMMO mw� siltation control on the proposed site. During the course of construction, PRl15HURARRIER it shall be the obligation and responsibility of the permittee to address n fSsl any new conditions that may be created by his activities and to provide additional facilities,over and above minimum requirements,as may be NNc.rN[.way v P.eoH xirN SLOP mama SA115 Duos. • ' needed to protect adjacent properties and water quality of the receiving HEW a1RQTKTORM drainage system. naINrce Bm1A LW lNt, DEO.DAM aae1S ',r/ 5. Approval of this pion i9 for erosion/sedimentation control only. It don ORS.RCM fP6T.NaIOJ. / / ,I not constitute an channels, of storm drainoga design,size nor location of rgu- . \I • 4 pipes,restrictors,channels,orretention facilities. YSTYLICTION 6. During the time period of November I through March if,all project Vs Y SPAY MOTr Ia Q fib, disturbed soil areas greater than 5,000 square feet,that are to be left ,b a-nr c0140(u.or<aaNe oou / • .11 fillunworked for more than twelve(I2)hours,shun be covered by mulch, saNa I Ig Lev a Maa son \ _sodding, or plastic coveting. 86 ,+ n,w ue°E. i 1I 7. In any a which hos been stripped of vegetation and where no further �Y NITeR MOM• KAaelOsoe IllswwNOPBI-1 I work is anticipated fora period of 30 days or more,all disturbed areas -- �lI 1VtM4I°D�s must be immediately stabilized with mulching,grass planting or other • a1:1 - RANI pproved erosion control treatment applicable to the time of year in '- MST.aow - question. Grass seeding alone will be acceptable only during the months rp,rwN ..•-,'''o' ro°.N� o p of April through September inclusive. Seeding may proceed,however, rru art+&CD TO r w6tl1oN 02.aair Na amassers p 6b whenever it is in the interest of the permillee, but must be augmented Tart 155 10[obsaal 1 '"°"'°""°'""'°"" 'ji°.,.l:- °' •Yej'°n4• \ ulerurr as oe i with mulching, netting,or other treatment approved by the City ofor �' ' �` Renton,outside the specified time period. a-T `I' voi.�o•`","^ ,"01 IXA91� wsrslssr.rrnwn'a - — B. For all erosion/sedimentation control pondp where the dead storage 9GCTY)Pl LE ypa rpOCRao g depth a minimumseas 6 inches. o fence, a of 3 feet t high is required, slew wiw 4 with 3:1 side slopes. ) I $ , Mac ranTe._rm Rnu ae.Tx. Ae:P� C 9. A temporary grovel construction entrance,Br of 4 to 6 inch quarry spells shall be located at all points of vehicular ingress and egress Sill.caws r.N to the construction site. sow ___,..,___ __,_W Lnes rovasPn caluntoonar rlrlsAsn �Mry�J y0 ea r m BENCHMARK � ' "r�bi ""w OM rw,»M 'a so418 oltolcO rat COMPLUNCE Orr Or BENTON COMO(POINT ADD TO CITY STANDARDS DATUM on O°ACNTON(NATO BO ELEVATION: 1215.15(FEET) BY DATE_ va N BRONZE RUG B PUNCH ON COVE AWN. VI BY DAIE� IN CASE.DTI,T.T.T SOTTIERIY B 110' WESTERLY Or TIE CONSTRUCTED WWRSECTION Sr DATE_ Or SE WIN STREET B Iron+ALE101NU1 SE. N L L.ys. ry o�W h\o a 0x ENGINEERS - SURVEYORS DAP .4nnWcw g 'CON$IN INC. N...aHN SAIRFI4 DM/ CDC rNHSTNA1azsl -u.ITO eaMnW;S ITANSOA.MO MARSHALL PRELIMINARY SHORT PLAT I F PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON W I f III-3 00 1{1 I . 0 I yL' 1k\ I JJ.570018S 33E5700182 ENO BRASS M IN 1-1Z it•Q< 'I t CONC.'S INDYURUY. CASE AT 3E SOLD STREET y I I- I AMO 11e D AIM NS (a] Ilk B�Erar —/',P I _\ I 1� POOR IR£N1Deuax CONTROL tx W :�E:.: --wswralr -_ 33•SAMB2 W LINCOLN P E- ma_!'• UAn �1> '' i ,� / 1 I "� t ?r.� 3-r Ir 1 ' I \i AoaROA NEW I'ACE OF cuRe To A I Imp I---_- '—}..l, II r ,.0. 3 OZ BE 31'IROI IXIS IIYG ��® N R)— HOKrO .D •/X YIRIEII• MLFS F LINE REST DURe/RA.rYENr I J{I -` "4:.. I.•AtaR I LOT \ 1 �"'I a"Y.nE �11 ,. I FAQ I r 1 i U Q' 33.5T00220 t J:� ��,ad !!i >. --- LOT 2 I I I' 'III / fib©wnrsl ;�d FI '7: 1- \ 1 ,.unc I : hi rail I I -so•:r - __ LI •a .J •I LOT e;ie / "*".. 1 s + 'f12 I \ \ e•NnE I�. I \ \ ® `� �'} h. I LEGEND QW s'' .. B WI- LIMITS OF • \ © OfCIOUOS TRU fji I I i 1,• , S I® �' , • CONIFEROUS RIFE _.11 *ARE 1 I�\I V Ill �� {W� I \ \ • O CATCH BASIN / ' I J 1P I �.•A [ _- -- I \...... ..... "'I I it FYtE NmRANT Elh // I• ailifi I�� tvo/(� N .LOT.5 �\ Y w,[R vALK l11 !`E / I Yen( t \ TA- , wARR IWE / s1�•c _ jf • I • - BARS MORE FENCE -- -...- rancor ,. I r- NnlmL - • r=ay'I M law is Of aFARwc @ , r ; - Q- �•\ Lor s i eT YAlla - -. . GRAPHIC SCALE iwia _ "-N �l / I �,\I_-I �` -"egi .— \ \ ,O \ffL- \ - Beira \ \ W i e rc\ �' >'� aL air _. i h I LOTS - ' I u an l w ID- MD BRASS PLUG O AAA-'AS TOif�fa �� t I ' - CONCRETE IN YOMUYENT t"A-i0 R ® I CASE AT SE 8e0 STREET \ \,y_\\ \ z; AND oath AVE xe wiaYsne'R.u.s � to �:41 �� r� — I—. � �• - � / ` •\ NY ,;/�` cm of RaNrox OxTroL CENCNYARK PoBLr w Ie3e - r I _ �_ / !~, � , � \ —— x�ROSII/YL�B�®OM NOLDBIO S ��Q © ROCRCRr _ L W SINIXED'E l- __ \ rM•W + _j BEAWNO OOfPoREMLIM OM%IL = 33•STei235 I I H•RARE PoDI}S Nw IS7e AMD lee? s-,e•YAnrs BQ row 'Auoo. \ \ — ® \ \� \ s>0��•.7 x wL�cueeoAemisro ox xoLolxc Txa 7•'ACCESS f '� *IeSIRO IS•C7t,1 \ ISSB". E16VATroN OF 72e S3 C'E!T NR CRY y 1 I i Ike RO w I Mgr FARR., 33.SM0216 r� 0 7NS10D21) $ Oi•NEMbx OM110L PoIM M. . . 'I TRAC,A EN L 4 CKCKCD FOR CdN/ANCF ,o cm STANDARDS ENGINEERS - SURVEYORS B* �h— �cJ,DE CONSUL a�-�a��]ajTryQ INC. I'e^AEe h`4'52 FLAWS FLAMED,F BY J.S.p<5 f ASSOC DATE_ TY 44 N II(Af1 I1R _- ,Y SLIRYBCR}S.FM i BY art_ - _ µe1uYW Aa.I IAa YY rn Me/,IYIV.ryy I4AWN� • IIm - — - - — rc0A Lill'')l_ MARSHALL PRELIMINARY SHORT PLAT Z PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. W CITY OF RENTON - --- I ' 1 \ W l .q 1�FII : I 3345700185 I 00102 h r D BRASS DISC IN �_ CONCRETE IN MONUMENT STA 2r412a 21a'RT EX 4I /� CASB AT SE BOLA STREET RIM•160.IIt YAY00 EX LRApE1 L ` `_ SSW/£ 1 AND HIKE STO ME /11 C e-14a22() I) ` — —— - 513 a.JI.JQ 1Ia"-{r.(FBA!RD) I Q cT'or RpINN CONTROL �n-I K d/1.14a r2(N) _ .y SO/-TAM(EASE1kN1 l�-'\ h POINT Mo.LBV1 1-'r+ .. .---_ -._ -T ��ISS0.a90(1) MTh "4.41 AV D-RfT / `.. _c• Jw - --RbN'ED'I - _ _ 'TO 3343)00IO2 d 2..LINCOLN PU - � : X( : . --�-_. j • — .B H \ I — 1 -1- LOT-1-- -L. — — r h --�I. " a . ;, ' _ 1 r51.,nJP _t' f \ '11Z!Isi.O I/. I ---- 1 - -�I I ► ' e INr.Is/u 4 j , ` _ _. - _ _ + 1 __ p ;arcs: T.1510. II 'I.' .,- T - - - - --.. _ - ��,.. @ , Ira N r=, Z L WIZ +rPT- �Q _ % �' _ ✓ �) o am. NOV FACE Rau s[IA rIN CURB ao I r1I i• {{ /i," 1--__-„- _,as(aLEyt,- Ltrn-- iiaria �� _ 1 r l:Rr[�' E-. NEST CURB/PAVEMENT I 4 2'r/- r———— 55 a IR I I t� / / l Z NG 1 r/, } �\ \ �� / 1 NANE" Wy j 1i I -, i ILiLOT \ $ ' • Vn'i '1 2 rs.rel.ey, // 33.7002m d ��.�fll` ��LOT2 \I\ i I I '.�.. �ç / /f %ey' I f1 . a'- I B1 I " I 1 L--- ___I �.\,• I -�)IL.-rsn -- -- II �I' .� I W W! '• �� ^ I \ ® ( LEGEND ss �� ,.. , .I I� W'` i Ail \\\ I � � \ VF ND¢: iNE EXISIWC UMIINS AS SNOIwJigT±! t - —�,-- l ARE ONLY APPROXIMATE. OMER 0 CATCI BASINEXISTING UTILITIES BAY EXIST• ��((( •� ALONG 0RS PROPOSED ALIGNMENT U FERE HID..\ 'I 4 R OR MINERS RESPCNSIBXIIT TO !b WATER VAL N:.a.�0 AIRIER \ II SHALL BE DIE CONTRACTOR AND/I \\ .I a YEPTH F LL E I TIN LUCAITIE ANDPdT OEPM a ALL FISTING uTRITIES -w-VIER LIE11 ,� l ) PR GR To STAR WG cwsmucnrnF 1- T _ I • a-reae rw+ Call Bolero You Dig _•_ BARB AXE FENCE 9 / - FFF '_i�4 _ 1 1 1 1-/00-424-5555 m SANITARY SEIER MANHOLE �. I i f I I L-• ) GRAPHIC SCALE $ memo, 1 .111 \- �, LOT 4 I I (Tr; __ • ��`11 c ...G _`` /*.Isaa TAN I �/ ` _ \�� • Yr4 L . m n l L - I I ^ LOT 5 „1 �.,a<., yI I. if 9,I 1 -•;:r•; ram` / IV4IS II \ • IRD BRAss PLUG IN-9rT.usa 2a0'RT. 1 /� \ • l i nElau A5�N£s*I+Bn• _BF_NCH_YAR_K a1>,ALITImca I :e _—�,• RIM•I%0(YA IC M GRADE) --I — \ \ / CRY Or RCM 9N robIROL NASIS Or BEARING. -5.5) I A N.,NOW 0-sDe OUT) \ / POINT.IBM. MAD NCB]/DI:BASED E -_ --.I I'6 3 E ® ...,„.�I \ SJO I2S j\\\ \\ VU \ \ \ \ / S/2M-I4- OiCVATION RENTON OroMiAJI POINT Mw 1 RY Iu , AS[YFN/ ENSIMD Id EMIT TO \ [ TBSBI4 60'RO.N 114s)m0I1. LERDAIXIMED I 33.9.020 % f LR♦rr V. 0 ♦ • I I • CHECKED FOR COMPLIANCE o.y TO OTT STANDARDS ENGINEERS - SURVEYORS o'Jsuti1, BY DATE_ NETIALOS FLAG=Br J.s AMES R ASSOC 4PRINIR)5, Me Or BY DAZE_ S:PNE$U1 fj4 INC. EarHR[s�• DATELIS_ l'If-(I A WIYFa•111/ PALIYNr IMIOM)4 11 FILI)aMO s a MARSHALL PRELIMINARY PLAT I ill'i PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON Qr x - ,l.5,00105 r f ^1A 'P n6Y' 1 —•' -- » _A( a 206 e-C 30 C L•5.10; S� r 0.22_P- lay, Mt CCI C. —'ll__ _c,- =-,- �ik 4sa•.% r-- ` �— — — b .mot USSW u '�- (3 I -, STA 6.00,Ill'RT. S9W1//II ¢— RN-T24.10.(MA101 Ex.GRACE) STA 7.91.0,sir RI. It N-11e.5e(5) I RN.139.91t NA/al Ex.GRADE) le our.116.1e(N) IE N•129.07(5) TE OUT.12e.91(N) 331310013E 44 y 3115700132 33.5100125 O O ....„1 H ZW.. . U R: 55 1 -- su 3/1 a,sir itOO {{{{ RY-116.971(YAWN MOO + g I, - (N 129.07 Ell R'OI1.11lf7(N) �,1 • . LINLO ^. -11 01 6S .01%3/I'NI ( OOSIWG-CFI i ; N..y i/ / O Nu.124.01(YARN Ex.CRAVE)1 O K N-116.5e(5) _--_ - T ly9 (� I, KMNa .116.1E(N) _ -• O1:t 12' • U.I ' !� — —— _ R BENCHMARK F_ _ 50 O. .5•l0R 5Ee[ CITY Of RENTON CONTROL PONT ram Z— _ - 206✓°•0. EFUNK..326.65RENTON24)(NAw ON '�r- S/e N.DRI NA PLUG a KNOT ON CONC YON, -- — N CASE,ON.E.1.r SOUTHERLY a 110' 4 REVERIE Cr MC CONSTRUCTED NTf--• OE SE e9M STREET a 116M MENU o I— X CHECKED;OR COMPLIANCE TO CM STANDARDS BY DATE BY DATE 3Y DATE ,71 7.00 6.00 3.00 1.00 3.00 FN l44, I 0.RAN,0.a3 LINCOLN A VE. N.E. 1 ENGINEERS - SURVEYORS v' SCALES: HOR. 1"=20' i ° • 1""'M�°"" x VER. 1".10' N...=N,.:a.•1 ,.A,....,. L 1..I.o..1"'w'.AW..Ut• uu■, _x �� MARSHALL PRELIMINARY PLAT 1 1�a PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. CITY OF RENTON am y.'•.J,- --- ` RRI CORE D EXIST.SSW I \ Z EXIST.SSW a K-9e.44(SW) W lI111-10T99 f 1 our-34 S(5 a»G N IF alr-9DSS(R) F' I \ rr-- 69w//1 W I a STA 1M26,TS•6.11'RT. [S] tOV '�{9� t1 I RW-10J.56t(Na TFN CXISI.58001) \ 3315)90163 I U] c4 K OUT.9MSS((NE) 3315>OOI T1 n 3343700166 S� W W \ STA 8.13.36.SD6'RT. A W "•: I leu-109.65t(( TEN EX GRADE) . r _ • u� _ rt w-1m.T3(s1A Q I--' ___ _ — `\ a in»n•. K our.rer.as(WW) n o �j • O f . 0_ 's'6ez ` • U _ .R o• - _�� Dc Y./ Ct. O 3345,00110 r M,3� ( 1 3345D112 3313TW113 �+s 4 +��¢ -- '.!' C_C .AID S. 3NS700139 ,,a ›' z H w U P4 It ?o 4 150 --- -_ E E'a SSA S7A 6e SSW t..I6,sob•RT. O I S A r♦ .3, RT. RAY-109.6S.(WATCH EX.GRADE) + Rw-103.Y (t(WATCH EXISTORAOE) K w.9e 95 I SW) IF IN- Or.TS(S) IE OUT-Stale(NE) IC OUT. 101.63(N) g is �`"» $ 111X 12S ------ --- - —— ----- ---' --- - y- BENCHMARK i If I_,I nV•r.r.. W art Dr RENTON CONTRDI PONT rem DATW: WY GF RENTON(HAZE Y) ,�o.,N»R,r __ .ram BRONZE PLUG s TP UCH ON COW Nab g a,V. ,>,.I L,IU�'.•hp r RI CASE ON.1',,.P Sd1RKRLr&110• ,,.,�„ s6 YESTERLY 4 PK CONSRIUCRO w1 a -LINCOI.N A9F N.E. ———TAM OF SE NON STREET A 116IN AN:N4 �-EXISTING GRADE__—— —1•- -11 tOD ---- -- 26S if D'0.SO D1•Y66D SE»E6r LYK r6r LE 6'CL 30 O.L 1 S-1.67K$!11[R L/K CHECKED FOR COWPLIANCE r0 MS STANDARDS MM.NW Br DATE_ IDM 9r DATE— o as DATE_ n Oh a - i = 10.00 9.00 e.00 1t00 OR L l•4 n,C LINCOLN AVE. N.E. ENGINEERS - SURVEYORS 44t SCALES: HOR. 1"_2O' .REe1r,1W,�: VER. 1"_10' ..:........:.::'IX?.}::.:??$j}:✓iiii}::?}:9}:::^;;i:j;W,.i?j.}}i}$}i yi4::.::; .. �y i'y�I�...'y?��.� y}�]� ~i:;;:i{:iij.:vrN{.:\t:iiii i:p?istfr::i:Mi {i}:t:�ii:::L ::v:i{: �i}: �Ml�R�:i'#�NV[T'�.:iVii� :]�:��':Mi4}�': �1 �JF:1:}i:ti6i:�:ti?itii4:ti?•ii:?i�i tiCi:ti?i:•:•iijii:??i}i^}::ii�} iln'iii:Jii:ti iY$�:�:t:2'.?wi::]v: i::iLiY:�Rti:.j;:.::!r::?i:ii:{iiTi:%::Y:::v:iY?::L:sjt;:::v?:i:}.':::�i:ti?iiiiC':::iii:%:>:isv:%:i..:4t}:ir!'?J:iirii:Lf:ii4Ri:4%:::::ii:^::i:?>~ vv,::Mtii:$:<<::ij;::iliivisvvij:'{::tv�^•v{?�:X{?:iiiii: :::};r{ri , ............ ?:O:<�i>+:?�?ii?i3C:Cii:i�:?�:^:Y�ii:'i:":��. �'.l.:}yA:3Y�i::<:(iifj};l:}<:}i:<��:riri}i}}in?'i�iii:iiYi} �jj YY. is .i?..''.."1": N:i:.<�:::i::S:::i??:i:i::i ii '::: }:y'M MUNICIPAL CODE SECTIONS: Tree Cutting and Land Clearing Regulations (RMC Section 4-4-130C) REFERENCE: N/A SUBJECT: Regulation of Tree Cutting and Land Clearing on Slopes Exceeding 40% BACKGROUND: Section 4-4-130:C (Prohibited and Allowable Activities) restricts tree cutting or land clearing "on parcels where the predominant slope or individual slope is in excess offorty percent(40%) except enhancement activities." Enhancement activities are defined as the "removal ofnoxious or intrusive species,plantings of appropriate native species and/or removal of diseased or decaying trees which pose a clear and imminent treat to life or property. Enhancement activities shall not involve the use of mechanical equipment." The Code Section does not provide clear direction as to when certain minor steep slope areas are exempt from regulation. JUSTIFICATION: According to the Tree Cutting and Land Clearing Regulations, slopes 40%or greater may not be cleared,nor trees removed, unless the action is considered to be enhancement. The regulation does not exempt minor steep slopes, or man- made slopes resulting from human action, such as those slopes created as the result of road cuts. The Greenbelt Regulations (Code Section 4-3-070:C.3) define steep slope areas subject to regulation as landform features of a site between significant and identifiable changes in slope. Slope is defined as the average slope of the lot or portion thereof in percent between significant changes in slope, determined by observation on simple slopes, or more precisely by the formula: S=100IL A Where"I"is the contour interval in feet but not greater than ten feet(10'); "L"is the combined length of the contour lines in scale feet; and"A" is the net area between significant changes in slope of the lot in square feet. A significant change in slope is defined as a bench or plateau at least fifteen feet(15') in width. The same definition should apply to slopes regulated for the purposes of determining whether a Variance is needed from the Tree Cutting and Land Clearing Regulations. DECISION: Tree cutting and land clearing on slopes greater than 40% may be accomplished without a Variance from the Tree Cutting and Land Clearing Regulations (RMC 4-4-130:C.4) provided that slope "bench" is less than 15 feet in width, and the "drop" or change in elevation is less than 10 feet. ZONING ��Z� ADMINSTRATOR APPROVAL: , /--r i1"--/ DATE: 1� APPEAL PROCESS: To appeal this determination, a written appeal—accompanied by the required $75.00 filing fee-must be filed with the City's Hearing Examiner(1055 South Grady Way, Renton, WA 98055, 425-430-6515) no more than 14 days from the date of this decision. Your submittal should explain the basis for the appeal. Section 4-8-110 of the Renton Municipal Code provides further information on the appeal process. CITY OF RENTON ova I Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator August 9, 1999 Mr. Phillip Kitzes PK Enterprises 23126 SE 285th Street Maple Valley,WA 98038 SUBJECT: Marshall Short Plat Project No. LUA-99-039,SHPL-H,ECF Dear Mr. Kitzes: This letter is to inform you that the comment and appeal periods have ended for the Environmental Review Committee's (ERC) Determination of Non-Significance - Mitigated for the above-referenced project. • No appeals were filed on the ERC determination. The applicant must comply with all ERC Mitigation Measures. As you know, a Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, August 17, 1999, at 9:00 AM to consider the Short Plat (SHPL). The applicant or representative(s) of the applicant is required to be present at the public hearing. If you have any questions, please feel free to contact me at(425)430-7270. For the Environmental Review Committee, ,Z,(744.4. 1 Lesley Nishihira Project Manager cc: Mr. Ken Taylor/Party of Record Ms. Dolores Marshall/Owner FINAL 1055 South Grady Way -Renton, Washington 98055 . . ..:: ! CITY OF RENTON I ::: ` >:: ': ,_:<•: :: : : >:: ':: > CURRENT.:PLAN G DIVIS O AFFIDAVIT OF SERVICE BY MAILING On the Ise" day of .ZiU3 _.\ , 1999, I deposited in the mails of the United. States, a sealed envelope containing '12C defievw‘tvlailtrEA documents. This information was sent to: Name Representing Department of Ecology Don Hurter WSDOT KC Wastewater Treatment Division Larry Fisher Washington Department of Fisheries David F. Dietzman Department of Natural Resources Shirley Lukhang Seattle Public Utilities Duwamish Indian Tribe Rod Malcom Muckleshoot Indian Tribe Joe Jainga Puget Sound Energy (Signature of Sender) SavNdrTL 11- • 5�..� — STATE OF WASHINGTON ) SS COUNTY OF KING ) I certify that I know or have satisfactory evidence that t o rkr,,rr, cie-�s'. k.„(��(('p,ti signed this instrument and acknowledged it to be his/her/their free and voluntary act for the uses and purposes mentioned in the instrument. D a A&' "r:ii.T, �� ` � �C-i!r i c Notary Public in n for the State of Washin� NO � f�UBLIC � PATE OF WASHINGTON Notary (Print) '' OMMISSION EXPIRES My appointment expires: t1M 22 2003 fikietirrEXPIRESW Project Name: " Shout PIed' Project Number: LUfS • qg , o lei 1 St11.I - tt. , (, NOTARY.DOC •• y. CITY !_ F RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 15, 1999 Washington State Department of Ecology Environmental Review Section PO Box 47703 Olympia, WA 98504-7703 Subject: Environmental Determinations Transmitted herewith is a copy of the Environmental Determination for the following project reviewed by the Environmental Review Committee (ERC) on July 13, 1999: DETERMINATION OF NON-SIGNIFICANCE-MITIGATED MARSHALL SHORT PLAT L U A-9 9-039,S H P L-H,E C F The applicant, Chambord Development, Inc., is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for the eight(8) lot subdivision of a 1.73 acre site located in the Residential—8 du/ac zone. The lots are intended for the construction of single family homes and will require the demolition of the existing residential and accessory structures located on the property. Access for six of the eight lots is proposed from Lincoln Avenue NE via a private street easement with a hammerhead turn around. The remaining two lots (#1 and #4)will be served directly off Lincoln Avenue NE. The site contains an 8,470 square foot Category 2 wetland. The applicant is proposing buffer averaging for the northwest portion of the wetland buffer to reduce the 50 foot required buffer width to 25 feet. The lots fronting Lincoln Avenue NE range in size from 4,554 to 6,014 square feet. The rear lots, containing the wetland and wetland buffer, range from 10,797 to 21,793 square feet in size. After the deduction of sensitive areas from the gross area of the property, the proposal for eight single family lots arrives at a net density of 5.2 dwelling units per acre. Location: 3712 Lincoln Avenue NE. Appeals of the environmental determination must be filed in writing on or before 5:00 PM August 02, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. If you have questions, please call me at(425)430-7270. For the Environmental Review Committee, Lesley Nishihira Project Manager cc: King County Wastewater Treatment Division Larry Fisher, Department of Fisheries David F. Dietzman, Department of Natural Resources Don Hurter, Department of Transportation Shirley Lukhang, Seattle Public Utilities Duwamish Tribal Office Rod Malcom, Fisheries, Muckleshoot Indian Tribe (Ordinance) Joe Jainga, Puget Sound Energy agncyltr\ 1055 South Grady Way-Renton, Washington 98055 I .. „, CITY Or, RENTON ::ii '��, Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator July 15, 1999 Mr. Phillip Kitzes PK Enterprises 23126 SE 285th Street Maple Valley, WA 98038 SUBJECT: Marshall Short Plat Project No. LUA-99-039,SHPL-H,ECF Dear Mr. Kitzes: This letter is written on behalf of the Environmental Review Committee (ERC) and is to advise you that they have completed their review of the subject project. The ERC, on July 13, 1999, issued a threshold Determination of Non- Significance-Mitigated with Mitigation Measures. See the enclosed Mitigation Measures document. Appeals of the environmental determination must be filed in writing on or before 5:00 PM August 02, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. 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)430-6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting in the Council Chambers on the seventh floor of City Hall, August 17, 1999, at 9:00 AM to consider the Short Plat (SHPL). The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If the Environmental Determination is appealed, the appeal will be heard as part of this public hearing. The preceding information will assist you in planning for implementation of your project and enable you to exercise your appeal rights more fully, if you choose to do so. If you have any questions or desire clarification of the above, please call me at(425)430-7270. For the Environmental Review Committee, ,�' 'C((—) -/‘:17-7--- ) Lesley Nishihira Project Manager cc: Mr. Ken Taylor/Party of Record Ms. Dolores Marshall/Owner Enclosure dnsmltr 1055 South Grady Way-Renton, Washington 98055 ca CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-99-039,SHPL-H,ECF APPLICANT: Chambord Development, Inc PROJECT NAME: Marshall Short Plat DESCRIPTION OF PROPOSAL: The applicant, Chambord Development, Inc., is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for the eight(8) lot subdivision of a 1.73 acre site located in the Residential—8 du/ac zone. The lots are intended for the construction of single family homes and will require the demolition of the existing residential and accessory structures located on the property. Access for six of the eight lots is proposed from Lincoln Avenue NE via a private street easement with a hammerhead turn around. The remaining two lots (#1 and#4)will be served directly off Lincoln Avenue NE. The site contains an 8,470 square foot Category 2 wetland. The applicant is proposing buffer averaging for the northwest portion of the wetland buffer to reduce the 50 foot required buffer width to 25 feet. The lots fronting Lincoln Avenue NE range in size from 4,554 to 6,014 square feet. The rear lots, containing the wetland and wetland buffer, range from 10,797 to 21,793 square feet in size. After the deduction of sensitive areas from the gross area of the property, the proposal for eight single family lots arrives at a net density of 5.2 dwelling units per acre. LOCATION OF PROPOSAL: 3712 Lincoln Avenue NE MITIGATION MEASURES: 1. The applicant shall follow the recommendations contained within the Report of Geotechnical Investigation for the proposed Marshall Short Plat as prepared by Soil & Environmental Engineers May 24, 1999, with regard to the disturbance, preparation, and construction of the site. 2. The storm water release rate for the developed site shall be limited to 50% of the predeveloped 2-year 24 hour storm event through the 2 year storm event, with a safety factor of 10% in the detention volume. The release rates for the developed site shall be limited for the 5-year, 10-year and 100-year storm event to the predeveloped rates for those events, with a 30% safety factor for the 100-year storm event. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the recording of the short plat. 3. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. 4. The applicant shall pay the required Transportation Mitigation Fee of$75 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. 5. The applicant shall pay the applicable Parks Mitigation Fee at the rate of$530.76 per each new single family residence. The Parks Mitigation Fee shall be paid prior to the recording of the short plat. DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-99-039,SHPL-H,ECF APPLICANT: Chambord Development, Inc PROJECT NAME: Marshall Short Plat DESCRIPTION OF PROPOSAL: The applicant, Chambord Development, Inc., is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for the eight(8) lot subdivision of a 1.73 acre site located in the Residential—8 du/ac zone. The lots are intended for the construction of single family homes and will require the demolition of the existing residential and accessory structures located on the property. Access for six of the eight lots is proposed from Lincoln Avenue NE via a private street easement with a hammerhead turn around. The remaining two lots (#1 and#4)will be served directly off Lincoln Avenue NE. The site contains an 8,470 square foot Category 2 wetland. The applicant is proposing buffer averaging for the northwest portion of the wetland buffer to reduce the 50 foot required buffer width to 25 feet. The lots fronting Lincoln Avenue NE range in size from 4,554 to 6,014 square feet. The rear lots, containing the wetland and wetland buffer, range from 10,797 to 21,793 square feet in size. After the deduction of sensitive areas from the gross area of the property, the proposal for eight single family lots arrives at a net density of 5.2 dwelling units per acre. LOCATION OF PROPOSAL: 3712 Lincoln Avenue NE Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. A Forest Practices Permit from the Washington State Department of Natural Resources will be required for the harvest of timber associated with this project. Please contact David Weiss with the DNR at(360)825-1631 for more information. 2. All construction standards listed under RMC section 4-4-303C must be installed and maintained during the preparation and construction of the site. 3. Pursuant to RMC section 4-3-110T4, the applicant will be required to delineate the wetland and wetland buffer with silt fencing marked with brightly colored construction flags or other acceptable means for marking the wetland area. This requirement must be installed and maintained for the duration of the project. 4. The short plat will be required to comply with all requirements for the establishment, protection, maintenance, fencing and signage of a wetland management tract pursuant to RMC section 4-3-110T of the Wetland Regulations. Building 1. Follow recommendations in Geotechnical Report. Parks 1. The applicant is advised to coordinate with the City of New Castle Trails Plan. Fire Prevention 1. The minimum fire flow required is 1,000 gpm for dwellings up to 3,600 square feet in area. One fire hydrant is required within 300 feet of the structures. For dwellings over 3,600 square feet minimum fire flow is 1,500 gpm and a minimum of two fire hydrants within 300 feet is required. 2. Access roadways are required to be fully paved 20 feet minimum width with turning radius of 25 feet inside and 45 feet outside and not exceeding 15% grade. Turnaround shown appears to meet minimum requirements. Marshall Short Plat LUA-99-039,SHPL-H,ECF Advisory Notes(continued) Page 2 of 2 Plan Review—Sewer 1. This project is not located in the Aquifer Protection Zone. 2. This project site is located in the City of Renton sanitary sewer service area. 3. A sanitary sewer main extension will be required to serve this short plat. This new main shall be extended in Lincoln Ave NE across the full frontage of the parcel being developed. The sidesewers need to be designed to serve the new lots from the new main in Lincoln Ave NE. The conceptual sanitary sewer utility plan is not approved because the sanitary sewer main is not located in the public right-of-way, Lincoln Ave NE. 4. The applicant is responsible for securing all necessary, if any, private sanitary sewer easements prior to the recording of the short plat. 5. A System Development Charge of$585 per each new lot will be required. The Development Charges are collected as part of the construction permit. Plan Review—Water 1. This site is not located in the Aquifer Protection Zone. 2. This site is located in the 320 pressure zone. 3. There is a 12"watermain in Lincoln Ave NE. 4. The applicant is responsible for installing an 8"watermain to the east(including a fire hydrant) into the short plat in the access and utility easement and then extending a 4"watermain to the north to the end of the paved utility easement to serve the new lots. The conceptual utility plan should be modified to reflect this. 5. 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. Additional fire hydrants may be required to be installed in Lincoln Ave NE as a part of this project to meet this criteria. 6. 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—Drainage 1. A storm drainage report was submitted. 2. A storm drainage closed pipe conveyance system shall be designed and installed in Lincoln Ave NE. The conceptual utility plan is not approved since it does not show a storm drainage conveyance system along the full frontage of the parcel being developed in Lincoln Ave NE. This is required prior to the issuance of construction permits. 3. 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—Street Improvements 1. Curbs, gutters, sidewalks and paving are required on the project side of the development. 2. Street lighting is required to be designed and installed in Lincoln Ave NE. 3. Pursuant to RMC section 4-4-0801, the maximum driveway slope shall not exceed 15%, provided driveways exceeding 8% shall provide slotted drains at the lower end with positive drainage discharge to restrict runoff from entering the garage/residence or crossing any public sidewalk. Plan Review—General 1. Submit a conceptual utility plan with the formal application. If you have any questions call Arneta Henninger at(425)430-7298. 2. 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. 3. 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." Property Services Comments will be forwarded to the applicant under separate cover. NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE RENTON, WASHINGTON The Environmental Review Committee (ERC) has issued a Determination of Non-Significance - Mitigated for the following project under the authority of the Renton Municipal Code. MARSHALL SHORT PLAT LUA-99-039,SHPL-H,ECF Proposed short plat for an eight-lot subdivision of a 1.73 acre site intended for construction of single family homes. Location: 3712 Lincoln Ave. NE. Appeals of the environmental determination must be filed in writing on or before 5:00 PM, August 02, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. A Public Hearing will be held by the Renton Hearing Examiner in the Council Chambers on the seventh floor of City Hall, August 17, 1999, at 9:00 AM to consider the short plat. If the environmental determination is appealed, the appeal will be heard as part of this public hearing. Interested parties are invited to attend the public hearing. Publication Date: July 19, 1999 Account No. 51067 dnsmpub.dot CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) APPLICATION NO(S): LUA-99-039,SHPL-H,ECF APPLICANT: Chambord Development, Inc PROJECT NAME: Marshall Short Plat DESCRIPTION OF PROPOSAL: The applicant, Chambord Development, Inc., is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for the eight (8) lot subdivision of a 1.73 acre site located in the Residential — 8 du/ac zone. The lots are intended for the construction of single family homes and will require the demolition of the existing residential and accessory structures located on the property. Access for six of the eight lots is proposed from Lincoln Avenue NE via a private street easement with a hammerhead turn around. The remaining two lots (#1 and#4)will be served directly off Lincoln Avenue NE. The site contains an 8,470 square foot Category 2 wetland. The applicant is proposing buffer averaging for the northwest portion of the wetland buffer to reduce the 50 foot required buffer width to 25 feet. The lots fronting Lincoln Avenue NE range in size from 4,554 to 6,014 square feet. The rear lots, containing the wetland and wetland buffer, range from 10,797 to 21,793 square feet in size. After the deduction of sensitive areas from the gross area of the property, the proposal for eight single family lots arrives at a net density of 5.2 dwelling units per acre. LOCATION OF PROPOSAL: 3712 Lincoln Avenue NE LEAD AGENCY: City of Renton Department of Planning/Building/Public Works Development Planning Section The City of Renton Environmental Review Committee has determined that it does not have a probable significant adverse impact on the environment. An Environmental Impact Statement (EIS) is not required under RCW 43.21C.030(2)(c). Conditions were imposed as mitigation measures by the Environmental Review Committee under their authority of Section 4-6-6 Renton Municipal Code. These conditions are necessary to mitigate environmental impacts identified during the environmental review process. Appeals of the environmental determination must be filed in writing on or before 5:00 PM August 02, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. PUBLICATION DATE: July 19, 1999 DATE OF DECISION: July 13, 1999 SIGNATURES: G e i r an, 6 tistrator DA TE DepartmentIng/Building/Public Works 7 7 J mSmhue ihtyerSrAcmistrator Cb DATE p 40k) -? ( /0 Lee Wheeler, Fire Chief " ��' DA E Renton Fire Department dnsmsig CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) MITIGATION MEASURES APPLICATION NO(S): LUA-99-039,SHPL-H,ECF APPLICANT: Chambord Development, Inc PROJECT NAME: Marshall Short Plat DESCRIPTION OF PROPOSAL: The applicant, Chambord Development, Inc., is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for the eight (8) lot subdivision of a 1.73 acre site located in the Residential —8 du/ac zone. The lots are intended for the construction of single family homes and will require the demolition of the existing residential and accessory structures located on the property. Access for six of the eight lots is proposed from Lincoln Avenue NE via a private street easement with a hammerhead turn around. The remaining two lots (#1 and #4)will be served directly off Lincoln Avenue NE. The site contains an 8,470 square foot Category 2 wetland. The applicant is proposing buffer averaging for the northwest portion of the wetland buffer to reduce the 50 foot required buffer width to 25 feet. The lots fronting Lincoln Avenue NE range in size from 4,554 to 6,014 square feet. The rear lots, containing the wetland and wetland buffer, range from 10,797 to 21,793 square feet in size. After the deduction of sensitive areas from the gross area of the property, the proposal for eight single family lots arrives at a net density of 5.2 dwelling units per acre. LOCATION OF PROPOSAL: 3712 Lincoln Avenue NE MITIGATION MEASURES: 1. The applicant shall follow the recommendations contained within the Report of Geotechnical Investigation for the proposed Marshall Short Plat as prepared by Soil & Environmental Engineers May 24, 1999, with regard to the disturbance, preparation, and construction of the site. 2. The storm water release rate for the developed site shall be limited to 50% of the predeveloped 2- year 24 hour storm event through the 2 year storm event, with a safety factor of 10% in the detention volume. The release rates for the developed site shall be limited for the 5-year, 10-year and 100-year storm event to the predeveloped rates for those events, with a 30% safety factor for the 100-year storm event. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the recording of the short plat. 3. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. 4. The applicant shall pay the required Transportation Mitigation Fee of$75 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. 5. The applicant shall pay the applicable Parks Mitigation Fee at the rate of$530.76 per each new single family residence. The Parks Mitigation Fee shall be paid prior to the recording of the short plat. DETERMINATION OF NON-SIGNIFICANCE (MITIGATED) ADVISORY NOTES APPLICATION NO(S): LUA-99-039,SHPL-H,ECF APPLICANT: Chambord Development, Inc PROJECT NAME: Marshall Short Plat DESCRIPTION OF PROPOSAL: The applicant, Chambord Development, Inc., is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for the eight(8) lot subdivision of a 1.73 acre site located in the Residential—8 du/ac zone. The lots are intended for the construction of single family homes and will require the demolition of the existing residential and accessory structures located on the property. Access for six of the eight lots is proposed from Lincoln Avenue NE via a private street easement with a hammerhead turn around. The remaining two lots (#1 and #4)will be served directly off Lincoln Avenue NE. The site contains an 8,470 square foot Category 2 wetland. The applicant is proposing buffer averaging for the northwest portion of the wetland buffer to reduce the 50 foot required buffer width to 25 feet. The lots fronting Lincoln Avenue NE range in size from 4,554 to 6,014 square feet. The rear lots, containing the wetland and wetland buffer, range from 10,797 to 21,793 square feet in size. After the deduction of sensitive areas from the gross area of the property, the proposal for eight single family lots arrives at a net density of 5.2 dwelling units per acre. LOCATION OF PROPOSAL: 3712 Lincoln Avenue NE Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. A Forest Practices Permit from the Washington State Department of Natural Resources will be required for the harvest of timber associated with this project. Please contact David Weiss with the DNR at(360)825-1631 for more information. 2. All construction standards listed under RMC section 4-4-303C must be installed and maintained during the preparation and construction of the site. 3. Pursuant to RMC section 4-3-110T4, the applicant will be required to delineate the wetland and wetland buffer with silt fencing marked with brightly colored construction flags or other acceptable means for marking the wetland area. This requirement must be installed and maintained for the duration of the project. 4. The short plat will be required to comply with all requirements for the establishment, protection, maintenance, fencing and signage of a wetland management tract pursuant to RMC section 4-3-110T of the Wetland Regulations. Building 1. Follow recommendations in Geotechnical Report. Parks 1. The applicant is advised to coordinate with the City of New Castle Trails Plan. Fire Prevention 1. The minimum fire flow required is 1,000 gpm for dwellings up to 3,600 square feet in area. One fire hydrant is required within 300 feet of the structures. For dwellings over 3,600 square feet minimum fire flow is 1,500 gpm and a minimum of two fire hydrants within 300 feet is required. 2. Access roadways are required to be fully paved 20 feet minimum width with turning radius of 25 feet inside and 45 feet outside and not exceeding 15% grade. Turnaround shown appears to meet minimum requirements. Marshall Short Plat LUA-99-039,SHPL-H,ECF Advisory Notes(continued) Page 2 of 2 Plan Review—Sewer 1. This project is not located in the Aquifer Protection Zone. 2. This project site is located in the City of Renton sanitary sewer service area. 3. A sanitary sewer main extension will be required to serve this short plat. This new main shall be extended in Lincoln Ave NE across the full frontage of the parcel being developed. The sidesewers need to be designed to serve the new lots from the new main in Lincoln Ave NE. The conceptual sanitary sewer utility plan is not approved because the sanitary sewer main is not located in the public right-of-way, Lincoln Ave NE. 4. The applicant is responsible for securing all necessary, if any, private sanitary sewer easements prior to the recording of the short plat. 5. A System Development Charge of$585 per each new lot will be required. The Development Charges are collected as part of the construction permit. Plan Review—Water 1. This site is not located in the Aquifer Protection Zone. 2. This site is located in the 320 pressure zone. 3. There is a 12"watermain in Lincoln Ave NE. 4. The applicant is responsible for installing an 8"watermain to the east (including a fire hydrant)into the short plat in the access and utility easement and then extending a 4"watermain to the north to the end of the paved utility easement to serve the new lots. The conceptual utility plan should be modified to reflect this. 5. 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. Additional fire hydrants may be required to be installed in Lincoln Ave NE as a part of this project to meet this criteria. 6. 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—Drainage 1. A storm drainage report was submitted. 2. A storm drainage closed pipe conveyance system shall be designed and installed in Lincoln Ave NE. The conceptual utility plan is not approved since it does not show a storm drainage conveyance system along the full frontage of the parcel being developed in Lincoln Ave NE. This is required prior to the issuance of construction permits. 3. 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—Street Improvements 1. Curbs, gutters, sidewalks and paving are required on the project side of the development. 2. Street lighting is required to be designed and installed in Lincoln Ave NE. 3. Pursuant to RMC section 4-4-0801, the maximum driveway slope shall not exceed 15%, provided driveways exceeding 8% shall provide slotted drains at the lower end with positive drainage discharge to restrict runoff from entering the garage/residence or crossing any public sidewalk. Plan Review—General 1. Submit a conceptual utility plan with the formal application. If you have any questions call Arneta Henninger at(425)430-7298. 2. 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. 3. 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." Property Services Comments will be forwarded to the applicant under separate cover. NOTICE ENVIRONMENTAL DETERMINATION POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION PROJECT NAME: MARSHALL SHORT PLAT PROJECT NUMBER: LUA-99.039,SHPL-H,ECF The applicant.Chambord Development,Inc.,is requesting Environmental(SEPA)Review and Hearing Examiner Shod Plat Approval for the eight(8)lot subdivision of a 1.73 acre site located in the Residential—8 du/ac zone. The lots are intended for the construction of single family homes and will require the demolition of the misting residential and accessory structures located on the property.Access for six of the eight lots is proposed from Lincoln Avenue NE via a private street easement with a hammerhead turn around.The remaining two lots BM and M4)will be served directly off Lincoln Avenue NE.The site contains an 8,470 square loot Category 2 wetland.The applicant is proposing buffer averaging for the northwest portion of the wetland buffer to reduce the 50 foot required buffer width to 25 feel.The lots fronting Lincoln Avenue NE range in size from 4,554 to 6,014 square feet.The rear lots,containing the wetland and wetland buffer,range from 10,797 to 21,793 square feet in size.After the deduction of sensitive areas from the gross area of the property,the proposal for eight single family lots arrives at a net density o15.2 dwelling units per acre.Location:3712 Lincoln Avenue NE. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (ERC) HAS DETERMINED THAT THE PROPOSED ACTION DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. Appeals of the environmental determination must be filed in writing on or before 5:00 PM August 02, 1999. Appeals must be filed in writing together with the required$75.00 application fee with:Hearing Examiner,City of Renton,1055 South Grady Way,Renton,WA 98055. 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)430.6510. A Public Hearing will be held by the Renton Hearing Examiner at his regular meeting In the Council Chambers on the 7th floor of City Hall,1055 south grady way,Renton,Washington,on August 17,1999, at 9:00 AM to consider the Short Plat. If the Environmental Determination Is appealed,the appeal will be heard as part of this public hearing. II i .-. 9.fa xl'' fix•_}._......... .L'x .; Di ..esroik O\i ten. ` r'i y-^.:.�: r.. - e .` vls a x. f" 1 I ( 'roa.!IIIi. h AtM FOR FURTHER INFORMATION,PLEASE CONTACT THE CITY OF RENTON,DEVELOPMENT SERVICES DIVISION AT(425)430-7200. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION Please include the project NUMBER when calling for proper file Identification. CERTIFICATION I, ,. 0l Nzialivvilat , hereby certify that i copies of the above document were posted by me in "a conspicuous places on or nearby the described property on F t d.d, F t r Ito ,, )cl q 9 • Signed: � � / /, ,, 3�—z ATTEST: Subcribed an wom before me, a Nortary Public in and foi e State of Washington residing in on the / *day of24 /Cl�!5 a 12'? a.}(1-/--‘ fl'rern.-e/(X-,67MARII:Ycq KAMCHEFF NOTARY PUBLIC STATE OF WASHINGTON MARILYN KNMCHEFF COMMISSION EXPIRES M4'ARIVINNMENT EXPIRES:6-2943 JUNE 2g, 2003 r . . Y` STAFF City of Renton REPORT Department of Planning/Building/Public Works ENVIRONMENTAL REVIEW COMMITTEE A. BACKGROUND ERC MEETING DATE July 13, 1999 Project Name Marshall Short Plat Applicant Chambord Development, Inc. File Number LUA-99-039, SHPL-H,ECF Project Manager Lesley Nishihira Project Description The applicant, Chambord Development, Inc., is requesting Environmental (SEPA) Review and Hearing Examiner Short Plat Approval for the eight (8) lot subdivision of a 1.73 acre site located in the Residential —8 du/ac zone. The lots are intended for the construction of single family homes and will require the demolition of the existing residential and accessory structures located on the property. Access for six of the eight lots is proposed from Lincoln Avenue NE via a private street easement with a hammerhead turn around. The remaining two lots (#1 and #4)will be served directly off Lincoln Avenue NE. The site contains an 8,470 square foot Category 2 wetland. The applicant is proposing buffer averaging for the northwest portion of the wetland buffer to reduce the 50 foot required buffer width to 25 feet. The lots fronting Lincoln Avenue NE range in size from 4,554 to 6,014 square feet. The rear lots, containing the wetland and wetland buffer, range from 10,797 to 21,793 square feet in size. After the deduction of sensitive areas from the gross area of the property, the proposal for eight single family lots arrives at a net density of 5.2 dwelling units per acre. Project Location 3712 Lincoln Avenue NE Exist. Bldg. Area gsf To be demolished Proposed New Bldg. Area gsf N/A Site Area 1.73 acres Total Building Area gsf N/A RECOMMENDATION Staff Recommend that the Environmental Review Committee issue a Determination of Non-Significance—Mitigated. IQI c, _D,.._HI AN I 1 4f J - i \I, ` `& 1.:A . ,WAs INBTON Y JIB i O y a. i; $: �Z. k 0 :HT. �l , i.— ., 3 s S. _ - SE H....St. .-wl�i. J- ._'.• - .- 111), e,! V15 .•N N2 /441. all •8" i i 03 -."11S • I�W� .y,9 .:!..rs:...STN....ST 1 '• i . '.•.t ;., : �.. rWL1R,dI �. 2 : .. • a,1 .SA4- e.T„ S7•Hjy. r W r[H wM y 1 10 1V.3 d, 3 • _ : i. f SOHvic3Lo'PF$tj i ici 4. ,i.3.;:,:r e i j a- . e . e . 0. •i'L ' SSTM O ...+, T •4rf ''', ' ... •. .... •1 SUN IT ,�. T Inc '•'r 1, : i Y 14 :[ n 70 F 71 ,y.S Project Location Map es ' s 4•:: .; .... i ercrpt p�� ,. � ,..Q it • City of Renton P/B/PW Department Environmi Review Committee Staff Report MARSHALL SHORT PLAT LUA-99-039, SHPL-H, ECF REPORT AND DECISION OF JULY 13, 1999 Page 2 of 6 B. RECOMMENDATION Based on analysis of probable impacts from the proposal, staff recommends that the Responsible Officials make the following Environmental Determination: DETERMINATION OF DETERMINATION OF NON-SIGNIFICANCE NON- SIGNIFICANCE-MITIGATED. Issue DNS with 14 day Appeal Period. XX Issue DNS-M with 14 day Appeal Period. Issue DNS-M with 15 day Comment Period followed by a 14 day Appeal Period. C. MITIGATION MEASURES 1. The applicant shall follow the recommendations contained within the Report of Geotechnical Investigation for the proposed Marshall Short Plat as prepared by Soil & Environmental Engineers May 24, 1999, with regard to the disturbance, preparation, and construction of the site. 2. The storm water release rate for the developed site shall be limited to 50% of the predeveloped 2-year 24 hour storm event through the 2 year storm event, with a safety factor of 10% in the detention volume. The release rates for the developed site shall be limited for the 5-year, 10-year and 100-year storm event to the predeveloped rates for those events, with a 30% safety factor for the 100-year storm event. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the recording of the short plat. 3. The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. 4. The applicant shall pay the required Transportation Mitigation Fee of$75 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. 5. The applicant shall pay the applicable Parks Mitigation Fee at the rate of$530.76 per each new single family residence. The Parks Mitigation Fee shall be paid prior to the recording of the short plat. Advisory Notes to Applicant: The following notes are supplemental information provided in conjunction with the environmental determination. Because these notes are provided as information only, they are not subject to the appeal process for environmental determinations. Planning 1. A Forest Practices Permit from the Washington State Department of Natural Resources will be required for the harvest of timber associated with this project. Please contact David Weiss with the DNR at (360) 825-1631 for more information. 2. All construction standards listed under RMC section 4-4-303C must be installed and maintained during the preparation and construction of the site. 3. Pursuant to RMC section 4-3-110T4, the applicant will be required to delineate the wetland and wetland buffer with silt fencing marked with brightly colored construction flags or other acceptable means for marking the wetland area. This requirement must be installed and maintained for the duration of the project. 4. The short plat will be required to comply with all requirements for the establishment, protection, maintenance, fencing and signage of a wetland management tract pursuant to RMC section 4-3-110T of the Wetland Regulations. Building 1. Follow recommendations in Geotechnical Report. Parks 1. The applicant is advised to coordinate with the City of New Castle Trails Plan. Fire Prevention 1. The minimum fire flow required is 1,000 gpm for dwellings up to 3,600 square feet in area. One fire hydrant is required within 300 feet of the structures. For dwellings over 3,600 square feet minimum fire flow is 1,500 gpm and a minimum of two fire hydrants within 300 feet is required. ercrpt City of Renton P/B/PW Department Environml Review Committee Staff Report MARSHALL SHORT PLAT LUA-99-039, SHPL-H,ECF REPORT AND DECISION OF JULY 13, 1999 Page 3 of 6 2. Access roadways are required to be fully paved 20 feet minimum width with turning radius of 25 feet inside and 45 feet outside and not exceeding 15% grade. Turnaround shown appears to meet minimum requirements. Plan Review—Sewer 1. This project is not located in the Aquifer Protection Zone. 2. This project site is located in the City of Renton sanitary sewer service area. 3. A sanitary sewer main extension will be required to serve this short plat. This new main shall be extended in Lincoln Ave NE across the full frontage of the parcel being developed. The sidesewers need to be designed to serve the new lots from the new main in Lincoln Ave NE. The conceptual sanitary sewer utility plan is not approved because the sanitary sewer main is not located in the public right-of-way, Lincoln Ave NE. 4. The applicant is responsible for securing all necessary, if any, private sanitary sewer easements prior to the recording of the short plat. 5. A System Development Charge of$585 per each new lot will be required. The Development Charges are collected as part of the construction permit. Plan Review—Water 1. This site is not located in the Aquifer Protection Zone. 2. This site is located in the 320 pressure zone. 3. There is a 12"watermain in Lincoln Ave NE. 4. The applicant is responsible for installing an 8"watermain to the east (including a fire hydrant) into the short plat in the access and utility easement and then extending a 4"watermain to the north to the end of the paved utility easement to serve the new lots. The conceptual utility plan should be modified to reflect this. 5. 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. Additional fire hydrants may be required to be installed in Lincoln Ave NE as a part of this project to meet this criteria. 6. 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—Drainage 1. A storm drainage report was submitted. 2. A storm drainage closed pipe conveyance system shall be designed and installed in Lincoln Ave NE. The conceptual utility plan is not approved since it does not show a storm drainage conveyance system along the full frontage of the parcel being developed in Lincoln Ave NE. This is required prior to the issuance of construction permits. 3. 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—Street Improvements 1. Curbs, gutters, sidewalks and paving are required on the project side of the development. 2. Street lighting is required to be designed and installed in Lincoln Ave NE. 3. Pursuant to RMC section 4-4-0801, the maximum driveway slope shall not exceed 15%, provided driveways exceeding 8% shall provide slotted drains at the lower end with positive drainage discharge to restrict runoff from entering the garage/residence or crossing any public sidewalk. Plan Review—General 1. Submit a conceptual utility plan with the formal application. If you have any questions call Arneta Henninger at (425)430-7298. 2. 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. 3. 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." Property Services 1. Comments will be forwarded to the applicant under separate cover. ercrpt City of Renton P/B/PW Department Environm Review Committee Staff Report MARSHALL SHORT PLAT LUA-99-039, SHPL-H, ECF REPORT AND DECISION OF JULY 13, 1999 Page 4 of 6 D. ENVIRONMENTAL IMPACTS In compliance with RCW 43.21 C. 240, the following project environmental review addresses only those project impacts that are not adequately addressed under existing development standards and environmental regulations. (1) Earth Impacts: The subject site is located on a hillside, sloping to the north with grades between 5% to 35%. The site is vegetated with a mixture of deciduous and evergreen plants with a dense understory of Himalayan blackberry. The eastern one-third of the site contains a seasonal stream along with an associated wetland. According to the applicant's land clearing and tree cutting plan, the proposed wetland buffer line will serve as the limits of clearing boundary. All vegetation west of the indicated clearing limits boundary is proposed to be removed, including approximately 20 trees (cedar, alder, and maple) ranging in size from 8" to 32" caliper. Approximately 8,000 cubic yards of earthwork will be moved for grading of the private road, drainage facility, building areas, and street improvements to Lincoln Avenue NE. A Report of Geotechnical Investigation for the proposed Marshall Short Plat dated May 24, 1999 was prepared by Soil & Environmental Engineers and submitted with the land use application. According to the report, the site is covered with approximately 6 to 18 inches of topsoil underlain by a surficial layer of light brown to gray, loose to dense silty sand and a soft to stiff sandy silt. Weathered glacial till is found underlying this layer approximately 3 to 8 feet below the ground surface. The report states that the on-site slope is currently stable, and the risk of future movement is low. In order to reduce the potential for erosion and control sedimentation during the clearing, grading, and construction of the site, the applicant will be required to implement temporary erosion/sedimentation control measures as required by RMC section 4-4-030C. The applicant's construction mitigation plan provided with the application includes the construction of drainage ditches, silt control, fencing, and sediment ponds to reduce potential impacts from the development of the site. The Geotechnical Report includes several recommendations regarding site preparation, structural fill, foundation and slab support, drainage, lateral earth pressures, excavations, and infiltration—all of which staff will recommend the applicant comply with in order to mitigate potential erosion and slope stability impacts on the site. Mitigation Measures: The applicant shall follow the recommendations contained within the Report of Geotechnical Investigation for the proposed Marshall Short Plat as prepared by Soil & Environmental Engineers May 24, 1999, with regard to the disturbance, preparation, and construction of the site. Nexus: Environmental (SEPA) Ordinance (2) Water Drainage Impacts: A Technical Information Report prepared by Eastside Consultants dated February 26, 1999 was submitted with the application. According to the report, storm water on the site sheet and shallow flows north across the site to the neighboring property line where it is directed by a swale into a road ditch and storm system on the east side of Lincoln Avenue NE. The site is located in the City's Gypsy Subbasin that drains across NE 43rd Street to the Denny's restaurant off of Lake Washington Blvd, across 1-405 and the Port Quendall Terminal site to Lake Washington. According to the Report of Geotechnical Investigation prepared by Soil & Environmental Engineers, the site is situated on a hill and is underlain by relatively impermeable till. The report states that water from surface infiltration may perch on top of the relatively impermeable glacial soils and, if not properly drained, seasonal shallow groundwater may occur in portions of the site potentially entering crawl spaces or other low areas. After the project is complete, approximately 26% of the site will be covered with impervious surfaces. Surface water runoff is proposed to be collected in a series of catch basins and conveyed through an underground pipe system to a detention vault located north of lot 8 near the site's northern boundary. At this point, the water will be treated then discharged into the existing storm water system located in Lincoln Avenue NE. An oil/water separator is also proposed to be incorporated into the storm water system design as part of biofiltration. The project will be required to install a closed pipe conveyance system for the full frontage of the property in Lincoln Avenue NE. ercrpt City of Renton P/B/PW Department Environm Review Committee Staff Report MARSHALL SHORT PLAT LUA-99-039, SHPL-H, ECF REPORT AND DECISION OF JULY 13, 1999 Page 5 of 6 The site contains a seasonal swale which is currently fed by approximately 4 acres of land lying to the south and southeast of the site. The Prellwitz Short Plat, located upstream of the subject site, discharges runoff from its storm water detention system directly onto the southeast corner of the Marshall property, providing the most direct flow into the swale. Other properties upstream of the site generally provide sheet and shallow flow into the swale. However, the construction of an underground conveyance system along Lincoln Avenue as part of the Stafford Crest development has decreased the amount of upstream runoff contributing to the swale. The future development of the area south of the site would likely further reduce the amount of runoff to the swale as they would most likely also discharge into the storm water conveyance system located in Lincoln Avenue. As requested, the applicant has submitted additional information prepared by Eastside Consultants, dated July 8, 1999, regarding potential flooding impacts to future structures and improvements on proposed lots 1, 5, 6, 7 and 8. As presented in the letter, Eastside Consultants performed calculations to estimate the amount of runoff generated by the 100-year storm on the upstream area to the swale and determined the probable high water elevation and distribution of the flow. The letter states that"because the slope of the swale through the site and immediately downstream is steep relative to the amount of water potentially available, it is unlikely that the proposed lots within the Marshall Plat would experience any flooding from this channel up to and including the 100-year storm event." Although flooding impacts to the site itself may not be significant, there are known down stream flooding problems in this area. The appropriate design of the project's drainage and detention system is critical to avoid making down stream problems worse. Therefore, in order to mitigate potential down stream flooding impacts, staff will recommend that the storm water release rate for the developed site shall be limited to 50% of the predeveloped 2-year 24 hour storm event through the 2 year storm event, with a safety factor of 10% in the detention volume. The release rates for the developed site shall be limited for the 5-year, 10-year and 100-year storm event to the predeveloped rates for those events, with a 30% safety factor for the 100-year storm event. Wetland Impacts: A Wetland Assessment prepared by J.S. Jones &Associates, Inc. dated December 4, 1998 was included with the application. According to the assessment, the site contains a seasonal stream that flows to the north along the eastern portion of the property. An on-site 8,470 square foot Category 2 wetland, encompassing the eastern 1/3rd of the property, is associated with the drainage feature. The wetland extends off-site to the north and south for a total area of 5 to 10 acres in size. According to the assessment, the wetland provides "moderate" biological support, "moderate"water quality improvement, and "moderate"flood and storm water functions. The on-site wetland is classified as a Category 2 wetland and requires a 50 foot buffer width. The applicant is proposing buffer averaging in order to reduce a portion of the buffer to 25 feet and allow for adequate building areas on lots#6, #7, and #8. The area of reduced buffer width, totaling 4,411 square feet, is located along the northwest edge of the on-site wetland area. The applicant is proposing additional buffer areas of 1,405 square feet on the southwest edge and 3,165 square feet on the northeast corner of the wetland. The additional buffer area, totaling 4,570 square feet, is 159 square feet greater than the reduced buffer area. The reduced buffer width would not be less than 50% of the required buffer width or less than 25 feet and would be in compliance with code provisions allowing buffer averaging (RMC 4-3-110J7). The proposed buffer width would also be inclusive of the required 25 foot setback from the seasonal stream. The City's Wetland Regulations require the marking of the wetland and wetland buffers during construction in order to reduce potential impacts to the wetland during site preparation and construction. The regulations also require signage and fencing to prevent intrusion into the wetland area and buffers after the project is complete. These code provisions will serve to mitigate potential impacts from development on the site as well as future impacts to the wetland habitat. Therefore, in regards to the wetland located on the site, no further mitigation above and beyond existing code provisions is necessary. Mitigation Measures: The storm water release rate for the developed site shall be limited to 50% of the predeveloped 2-year 24 hour storm event through the 2 year storm event, with a safety factor of 10% in the detention volume. The release rates for the developed site shall be limited for the 5-year, 10-year and 100-year storm event to the predeveloped rates for those events, with a 30% safety factor for the 100-year storm event. The satisfaction of this requirement will be subject to the review and approval of the Development Services Division prior to the recording of the short plat. Nexus: Environmental (SEPA) Ordinance ercrpt • City of Renton P/B/PW Department Environm Review Committee Staff Report MARSHALL SHORT PLAT LUA-99-039, SHPL-H, ECF REPORT AND DECISION OF JULY 13, 1999 Page 6 of 6 (3) Fire Protection Impacts: The proposal will result in the construction of eight new single family residences. Future residents will potentially have need for emergency services which will impact the City's Fire Department. In order to offset the impacts associated with new development, all new residential construction is subject to a Fire Mitigation Fee. The fee is based on a rate of$488 per new single family residence with credit given for the existing home. The Fire Mitigation Fee is estimated at $3,416 (7 lots x$488 = $3,416). The Fire Mitigation fee is payable prior to the recording of the short plat. Mitigation Measures: The applicant shall pay the appropriate Fire Mitigation Fee equal to $488 per new single family residence. The Fire Mitigation Fee shall be paid prior to the recording of the short plat. Policy Nexus: Environmental (SEPA) Ordinance; Fire Mitigation Fee Resolution and adopting ordinance. (4) Transportation Impacts: The proposal will result in an increase in traffic trips and is therefore subject to the City's Transportation Mitigation Fee. The Transportation Mitigation Fee is based on $75 per net new average daily trip associated with the project. For the proposed development the fee is estimated at $5,013.75 (9.55 trips x 7 homes = 66.85 trips x$75 = $5,013.75) and is payable prior to the recording of the short plat. Mitigation Measures: The applicant shall pay the required Transportation Mitigation Fee of$75 per net new average daily trip associated with the project. The Transportation Mitigation Fee shall be paid prior to the recording of the short plat. Policy Nexus: Environmental (SEPA) Ordinance; Transportation Mitigation Fee Resolution and adopting ordinance. (5) Parks and Recreation Impacts: The development of the site with eight new single family residences will impact existing and future park and recreational facilities throughout the City. Therefore, a Parks Mitigation Fee of$530.76 per new single family residence with credit given for the existing home is required. The Parks Mitigation Fee is estimated at$3,715.32 (7 lots x $530 = $3,715.32) and is payable prior to the recording of the short plat. Mitigation Measures: The applicant shall pay the applicable Parks Mitigation Fee at the rate of$530.76 per each new single family residence. The Parks Mitigation Fee shall be paid prior to the recording of the short plat. Policy Nexus: Environmental (SEPA) Ordinance; Parks Mitigation Fee Resolution and adopting ordinance. E. COMMENTS OF REVIEWING DEPARTMENTS The proposal has been circulated to City Departmental/Divisional Reviewers for their review. Where applicable, these comments have been incorporated into the text of this report as Mitigation Measures and/or Notes to Applicant. X Copies of all Review Comments are contained in the Official File. Copies of all Review Comments are attached to this report. Environmental Determination Appeal Process Appeals of the environmental determination must be filed in writing on or before 5:00 PM August 2, 1999. Appeals must be filed in writing together with the required $75.00 application fee with: Hearing Examiner, City of Renton, 1055 South Grady Way, Renton, WA 98055. Appeals to the Examiner are governed by City of Renton Municipal Code Section 4-8-11 B. Additional information regarding the appeal process may be obtained from the Renton City Clerk's Office, (425)430-6510. ercrpt ,$ , 0- " MARSHALL PRELIMINARY SHORT PLAT F PORTION OF NW 1/4 OF NE 1/4 OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M. Z • CITY OF RENTON W r, r 1' iIL '\ : 11.1 I I I 334,0 85 I 33.5100162 ; �' 1___ --- I I CONCUSS AI MONUMINT CAM.T s<BOW s,RB, AND DMA AVE NE W , \`` ——�._________________, ,50 _ \ I �., 1RunDR CONTROL •-- - SO'YIUIY GllO1I — - 2 +y 1 5 9-QiCO .slL:a,aRUt ,ii • a ^ . II a LINCOLN P E r� ,. , �— � ! / I F — — — p 1 N I 1 I LOT.' I i ' oc�EN' ' 1I I, a �/ Y 3o'BITER ; 0 i Z o Y"5;.r.2-, I t -- I rt.NBD1. 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W 1)R7•••IY RSan Wt®ON MOW Mt P ly I \ 10309 4 • Or RRamo or 329 as 1341.m M NA urn - -� I_ •0•R� 3345700214 I ]34170021) b DWI A ..... 1 N 'I �' R I jSS OKIi1O KM CO,YiunNa • 10 Oft SlAlouros ENGINEERS - SURVEYORS r of Br WC (��(�/�E CONSULTANT( ��// 0111 •--- - %UMW /r.WO Or lK X1Yf••ASSOC BY DM -/, pr liTL�Tt{i-1 1� 'L ..... 1I s1xDArrx!a,na m�,•�. II, WI qyu Y•�us NO+L� 01.10•O1R1 FW 1...1.�H1 , , EA S TSI DE CONSULTANTS, INC. ENGINEERS- SURVEYORS July 8, 1999 Lesley Nishihara DEVELOPMENT PLANNING City of Renton CITY OF RENTON Planning Department JUL 0 1999 1055 South Grady Way Renton, WA 98055 RECEIVED Subject: Marshall Short Plat File No. LUA-99-039, SHPL-H, ECF June 30, 1999 Request for additional information Dear Ms. Nishihara; This letter is in response to your request for additional information on the potential for flooding of lots 1, 5, 6, 7, and 8 on the Marshall Short Plat. The feature of concern is an intermittent stream which flows from south to north through the east portion of the site. This stream is currently fed by approximately 4 acres of land lying to the south and southeast of the site. This upstream area consists of single family homes including the new nine lot Prellwitz Short Plat and three additional single family residences. Please refer to Figure 1, Upstream Tributary Area. The Prellwitz Short Plat discharges runoff from its storm water detention system via a level spreader directly onto the southeast corner of the Marshall site and so currently provides the most direct flow into the swale. The remaining lots are large (more than 1/2 acre each) and generally provide sheet and shallow flow into the swale. Prior to the construction of the Stafford Crest Plat to the south of 36th Street, runoff from that area also flowed northerly as sheet flow across the residential areas between the Stafford Crest Plat and the proposed Marshall Short Plat(see the Stafford Crest T.I.R. prepared by Group Four, Inc.). As a part of constructing Stafford Crest, an underground conveyance system was installed along Lincoln Avenue to convey the runoff from the plat. This has resulted in a decrease in the upstream tributary area to the swale crossing the Marshall site. I have performed calculations to estimate the amount of runoff generated by the 100-year storm on the upstream area to the swale as it currently exists and as it may exist if the remaining lots are fully developed at an R-8 density. It is highly likely that the future development of the lots directly south of the site would result in a reduction of runoff to the swale as they would most likely discharge into the storm water conveyance system in Lincoln Avenue. To be conservative,however, I have assumed that all runoff from the developed areas will discharge directly into the swale. These calculation can be found in the attachment to this letter. I then routed the resulting flow through the channel area within the Marshall Plat to determine the probable high water elevation and distribution of the flow. Because the slope of the swale through the site and immediately 415 RAINIER BOULEVARD N., ISSAQUAH, WASHINGTON 98027 PHONE: (425) 392-5351 FAX: (425)392-4676 516 E. FIRST STREET, CLE ELUM, WASHINGTON 98922 PHONE: (509) 674-7433 FAX: (509)674-7419 Page 2 Nishihara July 9, 1999 downstream is steep relative to the amount of water potentially available, it is unlikely that the proposed lots within the Marshall Plat would experience any flooding from this channel up to and including the 100-year storm event. Mr. Jeffrey S. Jones, Certified Professional Wetland Scientist of J.S. Jones and Associates, Inc., also concurs with this assessment based upon his observations of the condition of the stream and the soils within the area. His memo to me of July 8, 1999 states, "The stream channel is located in the bottom of steeply sided drainage feature. Surface inundation is not present adjacent to the seasonal stream channel, because the stream channel is moderately sloping and freely drains to the north. There may be surface flooding adjacent to the stream approximately 150 feet north of the property." With regards to the issue of stream meandering, geomorphologists have found that meander channels usually occur on lower, gentler slopes towards the mouths of rivers.' The stream banks are well-vegetated with gentle side-slopes indicating that channel carving has not been occurring in the recent past. Some meandering may slowly occur in which case the pattern will be that the outside bends will gradually extend further outward and will migrate downstream, in the most part because of scour. With little scour likely, the change in the position of the stream relative to where it is now will occur slowly, if at all. I hope that this information is sufficient to address your concerns. This is not intended to be a full floodplain analysis, but a conservative approximation of the possibilities for flooding of the future homes by the on-site stream. If you have any questions, please do not hesitate to call me at(425) 392-5351. Very truly yours, a Laura Grignon Engineer cc: Mr. LaVern Poston Mr. Philip Kitzes Mr. Jeffrey Jones Henderson,F.M.,Open Channel Flow,Prentice-Hall,Inc.,pg.468 'II (- 2 "cii " 110- `r _:s4--t: •- , . -4," D l N 0 i • 'ooppIIIMIImm*L%S-•w;;olallrPjlli(' •'dr/1•1141°11111111111F11111111111111%11464) , • ....._....--oce 1°PPIlik•!•"7°.411* ,*. sli-. -* - . ( . . iftHillinp, ,.•1- • I ..01.1.°117;:"" '.' .:' ,. ':.. . - . •i .' :. .1 . ' ,-oir.--i'lleillt. ' ' - .t44 ... : . . tk.. $ .'r•-•":"-pros,.,‘„,„,-.74. . ...,p.aal • r/ /V* ----`1.-. 44.Y4P • I ; .c & 44V, • 1 i i II O./ ic) `‘Irete):"Ai: t i_ -., W '... ? XO 1 -.. k.\W.• i�i 0 ‹I0 - liii ID ( ° ..=_..L.-:z:17-- --------= _ = r_r--71---- n 1.... • . Km....... t� �.. \, . CALCULATIONS: 1. Overview Total off-site contributing area=4.0 ac. Prellwitz Short Plat= 1.7 ac. 3 Single Family Lots=2.3 ac. Soils: Alderwood(AgD & AcD), Group C Storm Event: P100 = 3.9 in. 2. Existing Site Hydrology Prellwitz Short Plat: 100-year storm pond outflow=0.45 cfs Single Family Lots: 2 homes+driveways Impervious Area=2 x 2500 sf= 500O sf, CN=98 Pervious Area: Lawn= 1 ac. (approx), CN = 86 Young second growth&brush= 1.2 ac. (approx), CN= 81 CNave= 83.3 Time of Concentration: L1 = 300' L2 = 100' ns =0.15 kc= 5 s = 6.7% s= 10% 3. Developed Site Hydrology Prellwitz Short Plat 100-year storm pond outflow= 0.45 cfs Other Lots: 2.3 ac. @ 8 D.U./acre= 18 homes Impervious Area= 18 x 3000 sf/home = 54,000 sf= 1.24 ao., CN=98 Pervious Area= 1.06 ac. lawn/landscaping, CN = 86 Time of Concentration: Li = 75' L2 =200' ns =0.15 kc=21 s=6.7% s=7% 7/ 9/9 Eastside ConsulLants, Inc . MARSHALL PLAT OFF-SITE CONTRIBUTORY FLOW TO ON-SITE SWALE BASIN SUMMARY BASIN ID: EX100 NAME : EXISTING UPSTREAM AREA, 100YR SBUH METHODOLOGY TOTAL AREA • 2 . 30 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE USER1 PERVIOUS AREA PRECIPITATION • 3 . 90 inches AREA. . : 2 . 20 Acres TIME INTERVAL 10 . 00 min CN • 83 . 30 TIME OF CONC • 19 . 46 min IMPERVIOUS AREA ABSTRACTION COEFF : 0 . 20 AREA. . : 0 . 10 Acres CN • 98 . 00 TcReach - Sheet L: 300 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0670 TcReach - Channel L: 100 . 00 }cc : 5 . 00 s : 0 . 1000 PEAK RATE : 1 . 09 cfs VOL: 0 . 44 Ac-ft TIME : 480 min BASIN ID: F100 NAME : FUTURE UPSTREAM DEVEL, 100YR SBUH METHODOLOGY TOTAL AREA • 2 . 30 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE USER1 PERVIOUS AREA PRECIPITATION • 3 . 90 inches AREA. . : 1 . 06 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 TIME OF CONC • 6 . 67 min IMPERVIOUS AREA ABSTRACTION COEFF : 0 . 20 AREA. . : 1 . 24 Acres CN • 98 . 00 TcReach - Sheet L: 75 . 00 ns : 0 . 1500 p2yr: 2 . 00 s : 0 . 0670 TcReach - Channel L: 200 . 00 kc : 21 . 00 s : 0 . 0700 PEAK RATE : 1 . 86 cfs VOL: 0 . 60 Ac-ft TIME : 480 min 00, 1'I LEGEND Hyd No, 1_ U P T z-=A s- = :< . T t.$ 100 - t 1�2v �L\nt iTZ .HA2::1_ 0 8O., wN I I 0 0 6 12 18 24 30 36 42 48 54 Time in Hours H yr7 Mn • Rate : 1 . 54 cfs Time : 8 . 00 hr Vol : 2 . 30 Ac-ft Int : 10 . 00 min 0 N LEGEND Hyd No, 1_ UpS rza1 -k _ X i STINL� lOU yr sTotN-� w '"0 3 6 9 12 15 18 21 24 27 r yr3 Nn • Time in Hours Rate : 1 . 09 cfs Time : 8 . 00 hr Vol : 0 . 44 Ac-ft Int : 10 . 00 min • 1 I MO. LEGEND 1'1 Ngd No. 2_ U fP ST z =pr-\ �- - ►OO - '_l.-,\ 0 0. 0 0, 1 3 6 9 12 15 18 21 24 27 �—{ yri Nn • Time in Hours Rate : 1 . 86 cfs Time : 8 . 00 hr Vol : 0 . 60 Ac-ft Int : 10 . 00 min LEGEND Hyd No, 2_ (JP_"1 R. A. ULL.G-OuT I00- `iZ STO t �2a- TZ 5 .t-iA2!•:= 0 tl 0, wN 1 0 � 0 0, f2 18 24 30 36 42 48 54 Nn • ? Time in Hours Rate : 2 . 31 cfs Time : 8 . 00 hr Vol : 2 . 46 Ac-ft Int : 10 . 00 min Triangular Channel Analysis & Design Open Channel - Uniform flow Worksheet Name : MARSHALL PLAT Comment : OFF-SITE CONTRIBUTIONS TO STREAM FLOW EX 1-4 G0tVGlT1dIti4 00 IZ EV. CNT Solve For Depth Given Input Data: Left Side Slope 7 . 50 : 1 (H :V) Right Side Slope 7 . 50 : 1 (H:V) Manning' s n 5 . 000 Channel Slope 0 . 1300 ft/ft Discharge 1 . 54 cfs Computed Results : Depth 1 . 52 ft Velocity 0 . 09 fps Flow Area 17 . 35 sf Flow Top Width 22 . 81 ft Wetted Perimeter 23 . 02 ft Critical Depth 0 . 30 ft Critical Slope 690 . 7726 ft/ft Froude Number 0 . 02 (flow is Subcritical) Open Channel Flow Module, Version 3 .43 (c) 1991 Haestad Methods , Inc . * 37 Brookside Rd * Waterbury, Ct 06708 Triangular Channel Analysis & Design Open Channel - Uniform flow Worksheet Name : MARSHALL PLAT Comment : OFF-SITE CONTRIBUTIONS TO STREAM FLOW 1 ON T1 ✓T\ 5 , ( :'. h., - Solve For Depth Given Input Data : Left Side Slope 7 . 50 : 1 (H:V) Right Side Slope 7 . 50 : 1 (H:V) Manning' s n 5 . 000 Channel Slope 0 . 1300 ft/ft Discharge 2 . 31 cfs Computed Results : Depth 1 . 77 ft Velocity 0 . 10 fps Flow Area 23 . 52 sf Flow Top Width . 26 . 56 ft Wetted Perimeter 26 . 80 ft Critical Depth 0 . 36 ft Critical Slope 654 . 4173 ft/ft Froude Number 0 . 02 (flow is Subcritical) Open Channel Flow Module, Version 3 . 43 (c) 1991 Haestad Methods, Inc . * 37 Brookside Rd * Waterbury, Ct 06708 200 100-YEAR STORM WATER SURFACE ZIS77NG GROUND 175 rncoo 0+00 SECTION A-A SCALES: HOR. 1"=20' VER. 1"=10' 175 • L0CA770N OF 00-YEAR STORM ADJUSTED BUFFER WATER SURFACE G �/ GR 155 o ca 0+00 1+00 SECTION B-B SCALES: HOR. 1"=20' VER. 1"=10' 1 . 1 b "'mop ^^gA ® gC1 C4 _ ��// - F T--�.--- mQE 0f EX PA ,�- T 1 =�� h` 9. �� ;!!��. h. z / Eta —6T244-uwilowarsilliiiii4lix'" - - -'4••• ' ' \ / / j I - ar, . ) / /,, i I‘• P , / / /1.--/ 71--/ 71 , rt It7 n ENGINEERS - SURVEYORS CHAMBORD STREAM EASTSIDE C(214SULTANTS. INC. DEVELOPMENT CROSS-SECTIONS PH:(425)392-5351 FAX:392-4676 ., CITY C.,Jc? RENTON Planning/Building/Public Works Department Jesse Tar neor Gregg Zimmerman P.E.,Administrator une 30, 1999 Kitzes Enterprises 23126 SE 285th Street Maple Valley, WA 98038 SUBJECT: Marshall Short Plat File No. LUA-99-039, SHPL-H, ECF Dear Mr. Kitzes: The Environmental Review Committee (ERC) met yesterday to consider the above-referenced proposal. Due to historical flooding problems in this particular area, the ERC has concerns regarding potential flooding impacts to your proposed short plat. The ERC has decided to table their discussion of the proposal pending the receipt of additional information needed to evaluate the project. In order to assess the potential impacts of flooding to the proposal, an assessment prepared by a qualified professional will be required. Specifically, the assessment will need to analyze the potential flooding impacts to future structures or improvements (e.g., utilities, driveways) on lots 1, 5, 6, 7, and 8. Recommendations for mitigating flood hazards, if any are found to exist, should be included in the report. The assessment should also address the meandering characteristics of the stream and what flooding impacts would be likely, if any, from reducing the wetland buffer area as proposed. Your project will be placed "on hold" until the information requested above has been received. Upon receipt of the requested assessment, the project will be rescheduled for the ERC and the Hearing Examiner. If you have any questions regarding the information requested or the review process for this proposal, please contact me at (425) 430-7270. Sincerely, isLI j Lesley Nishihu Assistant Planner cc: LaVem Poston, Applicant Dolores Marshall, Owner Lawrence J. Mack, Owner 1055 South Grady Way- Renton, Washington 98055 Thic n�nor rnnroinc Snot rnnvrinfl mnmriol Of O/nncf rnnc rmo. City of Renton Department of Planning/Building/Public vvu,;;s ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ptavv Re I to .) COMMENTS DUE: JUNE 18, 1999 APPLICAT ON NO: LUA-99-039,SHPL-H,ECF DATE CIRCULATED: 1uvle, 'UtVtt PVIENT SERVICES APPLICAN r: Phillip Kitzes for LaVern Poston PROJECT MANAGER: Lesley Nishihira CITY nF RENTON PROJECT TITLE: Marshall Short Rat WORK ORDER NO: 78509 JUN 11 1999 LOCATION: 3711 Monterey Place NE SITE ARE/..: 1.73 acres I BUILDING AREA(gross): N/A RECEIVED SUMMARY OF PROPOSAL: The applicant, Chambord Development, Inc., proposes to subdivide 1.73 acres into eight (8) lots suitable for single family homes . Access would be from Lincoln Avenue NE and private access easement. A 8,470 sq.ft. Category 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is, the required 50-foot wide wetland buffer would be reduced to a minimum width of 25 feet along the northwest wetland buffer while increasing the width on the east and southwest portion of the wetland. The project requires environmental review and short plat approval. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of 1 Ie 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/Shoreli re Use Utilities Animals Transportation Environment al Health Public Services Energy/ Historic/Cultural Natural Res(urces Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLI:Y-RELATED COMMENTS C. CODE-RELATED COMMENTS )O addl� ,oLtarl coa�(l�t. ! �Iu(4' We have ret iewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additic nal information is needed to properly assess this proposal. C�� 6,/u/qg Signature of Director or Authorized Representative Date DEVAPP Rev.10193 City of i"_ on Department of Planning/Building/Publir '"`,rks ENVIRONMENTAL & VELOPMENT APPLICA1 IN REVIEW SHEET ----- REVIEWIN 3 At(L �V1��C1I� �e!hJtGt� DEPARTMENT: n COMMENTS DUE: JUNE 18, 1999 lS APPLICATION NO: LUA-99-039,SHPL-H,ECF DATE CIRCULATED: •. .Tu.1ne, 11 t. Vill APPLICANT: Phillip Kitzes for LaVern Poston PROJECT MANAGER: Lesley Nis LOPMENT SERVICES CITY OF KEN ION PROJECT TITLE: Marshall Short Plat WORK ORDER NO: 78509 LOCATION: 3711 Monterey Place NE JUN 1 I 1999 SITE AREA: 1.73 acres BUILDING AREA(gross): N/A RECEIVED) SUMMARY OF PROPOSAL: The applicant, Chambord Development, Inc., proposes to subdivide 1.73 acres into eight 8) lots suitab e for single family homes . Access would be from Lincoln Avenue NE and private access easement. A 8,470 sq.fl, Category 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is, the required 51-foot wide wetland buffer would be reduced to a minimum width of 25 feet along.the northwest wetland buffer while increasing the width on the east and southwest portion of the wetland. The project requires environmental review anc short plat approval. A. 'ONMENTAL IMPACT(e.g. Non-Code)COMMENTS Element of 0,• Probable Probable More Element of th• Probable Probable Mors Environmani Minor Major Information Environment Minor Major Information Impact, Impacts Necessary Impacts Impacts Necessary Earth Housing Air Aesthetics Water Light/Glare Plants Recreation LandrShoreir a Use Utilities Animals Transportation Environments I Health Public Services Energy/ Historic/Cultural Natural Reso rces Presaivetion Airport Environment 1 10,000 Feet , , 14,000 Feel B. POLIC'Y-RELATED COMMENTS -RELATED COMMENTS ,,,e,,---e-e-,-4i- .4..,e„ Tt-L. We have revir;wed this application with particular attention to those areas In which we have expertise and have Identified areas of probable Impact or areas where ad oral Information Is needed to proPe,ty assess this proposal. I/14,e 6//47 Si ature of Dlrecto r Authorized Representative Date DEVAPP Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: pL-PcN N `NG COMMENTS DUE: JUNE 18, 1999 APPLICAT ON NO: LUA-99-039,SHPL-H,ECF DATE CIRCULATED: APRIL 6, 1999 APPLICAN t: Phillip Kitzes for LaVern Poston PROJECT MANAGER: Lesley Nishihira PROJECT TITLE: Marshall Short Plat WORK ORDER NO: 78509 LOCATION: 3711 Monterey Place NE SITE ARE?,: 1.73 acres BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Chambord Development, Inc., proposes to subdivide 1.73 acres into eight (8) lots suitable for single family homes . Access would be from Lincoln Avenue NE and private access easement. A 8,470 sq.f . Category 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is, the required 50-foot wide wetland buffer would be reduced to a minimum width of 25 feet along the northwest wetland buffer whi e increasing the width on the east and southwest portion of the wetland. The project requires environmental review anti short plat approval. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of tie Probable Probable More Element of the Probable Probable More Environmen Minor Major Information Environment Minor Major Information Impacts Impacts Necessary Impacts Impacts Necessary • Earth Housing Air Aesthetics Water Light/Glare Plants Recreation Land/Shoreli ae Use Utilities Animals Transportation Environment al Health Public Services Energy/ Historic/Cultural Natural Resc umes Preservation • Airport Environment 10,000 Feet 14,000 Feet B. POLl Y-RELATED COMMENTS C. CODE-RELATED COMMENTS A- f T. IC, L We have re lowed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additic nal information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date DEVAPP Rev.10/93 CITY OF RENTON Planning/Building/Public Works MEMORANDUM DATE: June 24, 1999 TO: Land Use File No. LUA-99-039, SHPL-H, ECF FROM: Lesley Nishihira, Project Manager SUBJECT: Buffer Averaging for the Marshall Short Plat The subject site contains a seasonal stream and an associated on-site Category 2 wetland on the eastern one-third of the property. The wetland is 8,470 square feet in size and requires a 50 foot buffer width. The applicant is proposing buffer averaging in order to reduce a portion of the buffer to 25 feet and allow for adequate building areas on lots#6,#7, and#8. The area of reduced buffer width, totaling 4,411 square feet, is located along the northwest edge of the on-site wetland area. The applicant is proposing additional buffer areas of 1,405 square feet on the southwest edge and 3,165 square feet on the northeast corner of the wetland. The additional buffer area, totaling 4,570 square feet, is 159 square feet greater than the reduced buffer area. Section 4-3-110J7 of the Wetland Regulations identifies five criteria which the applicant must demonstrate in order to average wetland buffer widths—including no net loss of wetland buffer area and the development of the property with low intensity uses. The reduced buffer width as proposed would not be less than 50% of the required buffer width or less than 25 feet as required. The proposed use of the property, eight single family residences,would be considered low intensity and would not pose significant impacts to the wetland. The proposed buffer width would also be inclusive of the required 25 foot setback from the seasonal stream. The applicant has adequately demonstrated the satisfaction of all five criteria necessary for averaging wetland buffer widths (see the attached letter dated April 12, 1999 from J.S. Jones &Associates). Having considered the requirements allowing the averaging of wetland buffer widths and after reviewing the applicant's demonstration of the satisfaction of these requirements, the proposed buffer averaging appears to be acceptable for the purposes of the proposed short plat. T 5 TES I-+ND HSSOC 1 206 57606 P. 01 _ .D. i9_ .1 ones ancfl A.seooiatEehl . Inc. April 12. 1999 .�,c i Gp RE iVED Mr. LaVern Poston_ APR ' 6 R1�99 Chambord Development P.U. Box 637 OiVl3ipN Carnation, WA 98014 RE: The Marshall Plat 3712 Lincoln Avenue N.E. Property. Renton. Washington Uear Mr. Poston: This letter addresses buffer averaging on the Marshall Plat at 3712 Lincoln Avenue N.E. Chambord Development intends to divide the site into eight-lots (see map). The on-site wetland is a Category 2 forested wetland with a 50-foot wetland buffer. Buffer averaging is necessary to make lots 7 and 8 usable lots. Buffer averaging is allowed within the City of Renton. providing the following five conditions are met. 1. -The averaging is necessary to avoid denial of reasonable use to the applicant caused by Ciicumstances neonliar to the property " • a The site is zoned R-8. If wetland were not present on-site, the maximum number of lots would be fourteen. The eastern 1/3'of the site is wetland and wetland buffer(see map). The wetland encumbers the property in such a way that the number of usable lots is reduced to eight lots. Without buffer averaging, the current proposal is not economically viable. 2. "The wetland contains variations in sensitivity due to existing physical conditions_" The wetland is adjacent to a seasonal stream. Plc;sting physical conditions are relatively uniform throughout the length of the on-site wetland. These conditions were arhjress.•ci in the Wetland Assessment dated December 4, 1998 (J. . Jones anti-4ssociates. Inc., 1998). 3. "Only low intensity land uses would be located adjacent to areas where buffer width is reduced, and that such low intensity land uses are guaranteed by covenant, deed restriction, easement or other legally binding mechanism." _ Single-fa,m,ily residences will be located on the three lots where buffer width will be reduced. The developer will provide fencing along the length of the buffer to protect the wetland and wetland buffer from intrusion. 3308 52nd Place, N. E. TACOMA, WASHINGTO rY 9R422 253-942-7131 / FAX 253-942 -7132 I S ES MND HSSOC 1 206 53606 P. 03 1. •S Jones and Associates, Inc. 4. "Width averaging will not adversely impact the wetland functions and values." The area of reduced wetland buffer till be 4,411 square feet. Any construction activityin a watershed will adversely impact wetland functions. I-wever, adverse impacts to wetland functions are minimal and difficult to quantify for such a small area of butter reduction. The main impacts would be a slight increase in runoff and change in the wetland hydroperiod due to loss of forest cover. Opporttunties for mitigating for impacts to wetland buffer functions are present on this site. The buffer has a deciduous plant community dominated by red alder and big-leaf mapl•, with a dense understory of Himalayan blackberry. Killing Himalayan blackberry in the wetland buffer and planting shade tolerant conifers would improve wetland buffer wildlife habitat functions by increasing canopy cover and shading out the non-native Himalayan blackberry. 5. "That the total area contained within the wetland buffer after averaging is no less than that contained within the requited standard buffer prior to averaging. Li no instance shall the buffer width be reduced by more than fifty percent of the standard buffer or be less than twenty five feet wide." The total area contained within the wetland buffer, after averaging, will increase by 159 square feet. The area of reduced wetland buffer is 4,411 square feet. The proposed area of wetland buffer after buffer averaging is 4,570 square feet. The wetland buffer will not be reduced by more than fifty percent of the standard buffer or be less than twenty-five feet wide. Very Truly, C1/97/4, / P477-& Charles Repath Wetland Biologist cc: Phil Kitzes t • '" v ''a Y r '� iy`^ 'ek -"•�,^W /y i r � i .��J hil l:M;i7a N' • ' S `'`' • t� YI t',«. • , CITY OF RENTON ._ Ats, Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator June 10, 1999 Phil Kitzes PK Enterprises 23126 SE 285th Street Maple Valley, WA 98038 SUBJECT: Marshall Short Plat File No. LUA-99-039,SHPL-H, ECF Dear Mr. Kitzes: • This letter serves as notification that the City of Renton has determined the subject application is now complete and has been taken off"hold". We will, however, need a cover letter or addendum from the title company which states the title report submitted is still current. The letter or addendum will be required prior to the Environmental Review Committee meeting. The application is scheduled for consideration by the Environmental Review Committee on June 29, 1999. The date of Tuesday,July 27, 1999, at 9:00 a.m., has tentatively been set for a public hearing to review the proposed short plat. The hearing, before Mr. Fred Kaufman, Renton Hearing Examiner, will be held in the Council Chambers on the seventh floor of City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. If you have any questions regarding this project, please contact me at(425) 430-7270. Sincerely, 24y1717 Lesley Nishihira Project Manager Cc: Project File Delores Marshall, Owner Mr. LaVern Poston, Applicant Ken Taylor, Party of Record 3712 Lincoln Avenue NE Chambord Development, Inc. 3711 Monterey Place NE Renton,WA 98056 P.O. Box 637 Renton, WA 98056 Carnation,WA 98014 1055 South Grady Way-Renton,Washington 98055 U1'VY " CONSISTENCY OVERVIEW: Analytical process ♦ * ♦ Land Use/Zoning: The prole designated Residential-Single Family(RS)on the City's ,,�, Comprell, an Land Use Map.The site Is zoned Residential-8 Dwelling r,-•j�� Units per Acre(R•8)which is Intended for the development of lots suitable for N f detached single family residential homes.The proposed short plat would include eight lots.Minimum density permitted In the R•8 Zone Is 5.0 dwelling units per **REVISED** acre.Density is estimated at 5.12 homes per net acre.The proposal appears to comply with applicable development standards of the R-8 Zone. NOTICE OF APPLICATION Density: The proposed density of the short plat is estimated at 5.12 dwelling units per AND PROPOSED DETERMINATION OF acre.Approximately 7,200 s.f.of Category 2 wetland would be deducted from the overall site acreage for the purpose of calculating net density. NON-SIGNIFICANCE-MITIGATED(DNS-M) Environmental Documents that Evaluate the Proposed Project: Not applicable. DATE: June 11,1999 Development Regulations Used For Project Mitigation: The proposal is subject to the City's Environmental Review(SEPA) LAND USE NUMBER: LUA-99-039,SHPL-H.ECF Ordinance,Zoning Code,Land Cleating and Tree Cutting Ordinance, Subdivision Regulations,Street Standards,Wetlands Ordinance,Public APPLICATION NAME: MARSHALL SHORT PLAT Works Standard's,Uniform Building Code,Uniform Fire Coda,and other PROJECT DESCRIPTION: The applicant,Chambord Development,Inc.,proposes to subdivide 1.73 acre: applicable building and construction standards. Into eight(8)lots suitable for single family homes. Access would be from Lincoln Avenue NE and private acres: easement. A 8,470 sq.ft.Category 2 wetland Is on the site. The applicant proposes buffer averaging for the wetland Proposed Mitigation Measures: That is,the required 50-foot wide wetland buffer would be reduced to a minimum width of 25 feet along the northwes The following mitigation measures will likely be imposed on the proposed project.These recommended mitigation wetland buffer while Increasing the width on the east and southwest portion of the wetland. The project require measures address environmental review and short plat approval. project impacts not covered by existing codes and regulations as cited above: 1.Fire Mitigation Fee:Equivalent to 5488.00 per each new single family residential parcel created. PROJECT LOCATION: 3712 Lincoln Avenue NE 2.Parks Mitigation Fee:Equivalent to 8530.78 per each new single family residential parcel created. OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M):As the Lead Agency,the City of 3.Transportation Mitigation Fee:Equivalent to 575.00 for each new average daily trip attributed to the proposal. Renton has determined that significant environmental Impacts are unlikely to result from the proposed project. Therefore,as permitted uhder the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give 4.Erosion Control:Install and maintain temporary erosion control measures for all stockpiled or disturbed areas.The notice that a DNS-M Is likely to be Issued.Comment periods for the project and the proposed DNS-M are Integrated into Temporary Erosion Control Measures must be Installed and maintained throughout the duration of the project. e single comment period.There will be no comment period following the Issuance of the Threshold Determination of 6.Wetland Mitigation.Install a spilt-rail fence or other acceptable means of defining the wetland buffer and preventing Non-Significance Mitigated(DNS-M).A 14 day appeal period will follow the issuance of the DNS-M. intrusion into the Category 2 Wetland on the eastern portion of the she. PERMIT APPLICATION DATE: March 15,1999 6.Earth/Slope Stability.The applicant shall follow the recommendations of the Geotechnical Engineering Report with regard to site disturbance,preparation or development activities. NOTICE OF COMPLETE APPLICATION: April 12,1999(Application was pieced on hold April 23,1999 with request for additional information) APPLICANT: Mr.Layem Poston Chambord Development,Inc. PO Box 637 Comments on the above application must be submitted in writing to Ms.Jennifer Toth Henning.Project Manager, Carnation,WA 98014 Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 26,1999.This matter is also tentatively scheduled for a public hearing July 27,1999,at 9:00 AM,Council Chambers,Seventh Floor, CONTACT: Mr.Phillip Kitzes Renton City Hall,1055 South Grady Way,Renton.If you are Interested In attending the hearing,please contact the PK Enterprises Development Services Division,(425)430-7282 to confirm the date of the hearing.Notice of the environmental 23126 SE 265th Street determination and hearing date will be mailed to all parties of record.if comments cannot be submitted In writing by the Maple Valley,WA 98038 date indicated above,you may sail appear at the hearing and present your comments on the proposal before the Hearing Examiner.If you have questions about this proposal,or wish to be made a party of record and receive additional OWNER: Dolores Marshal information by mail,contact Ms.Nishihira at(425)430-7270.Anyone who submits written comments will automatically 3712 Lincoln Avenue NE become a party of record and will be notified of any decision on this project. Renton,WA 96058 CONTACT PERSON: LESLEY NISHIHIRA (425)430-7270 Permits/Review Requested: Environmental Review(SEPA);Hearing Examiner Short Plat Approval Other Permits which mube required: Hydraulic Permit Approval(HPA)from Washington Department of Fish PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION and Wildlife // 66666 w a-+�' _ --- 7. Requested Studies: Wetland Delineation,Geotechniai Engineering Report,Drainage Rep: - f o-a-x B'ei: s'r i A n - �! J77 _ 3i _ B {11 VIS N H S t.. _ �_- • Location where application may ✓i r aC.. �m u c42swrlbr x `-z_ _ ---6 be reviewed: Planning/Building/Public Works Division,Development Services Department, s BIZ[' d �`�r y _ .• -.-- -0 gb"-'; 1055 South Grady Way,Renton,WA 98055 - �� 11111;.. �. a m.9 .ob - PUBLIC HEARING: A public hearing Is tentatively scheduled for TUESDAY,DULY 27,1999 ag before the Renton Hearing Examiner In the Renton Council Chambers. a�J 'II Hearings begin at 9:00 AM on the 7*floor of the new Renton City Hall Ff f 4 'r ) ` ' d !4 � g. located at 1055 South Grady Way. - •*lye �3 - -I �„.'ldc° L I r.iM15 3!I it `i 4m.9r�r II q aJl7ayCa SL rB a \^ , d car.. GENMALOT :�eVu'1TR I1itLae mil ' I t�a e r]I i•.1.1u'."8L ,B,EC35 s.:xn.cL•x•S c.ei-f11kL,S.N .... j pij Sr1;h k.L'f dc91 b e . I t n • 1 CERTIFICATION I, LT tzAac-A,Q,0K-ul , hereby certify that copies of the above document were posted by me in 3 conspicuous places on or nearby the described property on c._)U(r I 1 i 1'1'11 • Signed: .� ATTEST: Subcribed and sworn before me, a Nortary Public in for the State of Washington residing in`-rl , on the a l day of i r,,,R !q SS . ,.....„..?„2„....)afit ... 94ree--freY‘c---icee N ARILYN KAMCHEFF COMMISSION EXPIRES 6/29/99 - C0-Nrro� **REVISED** NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF ON-SIGNIFICANCE - MITIGATED (DNS-M) DATE: June 11,1999 LAND USE NUMBER: LUA-99-039,SHPL-H,ECF APPLICATION AME: MARSHALL SHORT PLAT PROJECT DESC RIPTION: The applicant, Chambord Development, Inc., proposes to subdivide 1.73 acres into eight (8) lot; suitable for single family homes. Access would be from Lincoln Avenue NE and private access easement. A 70 sq.ft. Category 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is, the requ red 50-foot wide wetland buffer would be reduced to a minimum width of 25 feet along the northwest wetland buffer v hile increasing the width on the east and southwest portion of the wetland. The project requires environmental re iiew and short plat approval. PROJECT LOCE,TION: 3712 Lincoln Avenue NE OPTIONAL DETERMINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M): As the Lead Agency,the City of Renton has determined that significant environmental impacts are unlikely to result from the proposed project. Therefore,as pei mitted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DM-M is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single commen.period. There will be no comment period following the issuance of the Threshold Determination of Non-Significance Mitigated(DNS-M). A 14 day appeal period will follow the issuance of the DNS-M. PERMIT APPLIC ATION DATE: March 15, 1999 NOTICE OF COIAPLETE APPLICATION: April 12, 1999(Application was placed on hold April 23, 1999 with S {C request for additional information) A- Iv ty- (-tcS2'� Lt CL�- APPLICANT: Mr.LaVern Poston ttA Chambord Development,Inc. Proe O� 'K PO Box 637 � (tt to j Carnation,WA 98014 5 .S CONTACT: Mr.Phillip Kitzes PK Enterprises 23126 SE 285th Street Maple Valley,WA 98038 OWNER: Dolores Marshal 3712 Lincoln Avenue NE Renton,WA 98056 Permits/Review Requested: Environmental Review(SEPA); Hearing Examiner Short Plat Approval, Other Permits which may be required: Hydraulic Permit Approval(HPA)from Washington Department of Fish and Wildlife Requested Studies: Wetland Delineation,Geotechnical Engineering Report,Drainage Report Location where s pplication may be reviewed: Planning/Building/Public Works Division, Development Services Department, 1055 South Grady Way,Renton,WA 98055 PUBLIC HEARIIJG: A public hearing is tentatively scheduled for TUESDAY,JULY 27,1999 before the Renton Hearing Examiner in the Renton Council Chambers. Hearings begin at 9:00 AM on the 7`'floor of the new Renton City Hall located at 1055 South Grady Way. GENMALOT CONSISTENCY OVERVIEW: Analytical process 0. Land Use/Zoning: The project site is designated Residential-Single Family(RS)on the City's Comprehensive Plan Land Use Map. The site is zoned Residential-8 Dwelling AKE Units per Acre(R-8)which is intended for the development of lots suitable for detached single family residential homes. The proposed short plat would Include eight lots. Minimum density permitted in the R-8 Zone Is 5.0 dwelling units per acre. Density is estimated at 5.12 homes per net acre. The proposal appears to comply with applicable development standards of the R-8 Zone. Density: The proposed density of the short plat is estimated at 5.12 dwelling units per acre. Approximately 7,200 s.f.of Category 2 wetland would be deducted from the overall site acreage for the purpose of calculating net density. Environmental Documents that Evaluate the Proposed Project: Not applicable. Development Regulations Used For Project Mitigation: The proposal is subject to the City's Environmental Review(SEPA) Ordinance,Zoning Code,Land Clearing and Tree Cutting Ordinance, Subdivision Regulations,Street Standards,Wetlands Ordinance,Public Works Standard's,Uniform Building Code,Uniform Fire Code,and other applicable building and construction standards. Proposed Mitigation Measures: The following mitigation measures will likely be imposed on the proposed project. These recommended mitigation measures address project impacts not covered by existing codes and regulations as cited above: 1. Fire Mitigation Fee: Equivalent to$488.00 per each new single family residential parcel created. 2. Parks Mitigation Fee: Equivalent to$530.76 per each new single family residential parcel created. 3. Transportation Mitigation Fee: Equivalent to$75.00 for each new average daily trip attributed to the proposal. 4. Erosion Control: Install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The Temporary Erosion Control Measures must be installed and maintained throughout the duration of the project. 5. Wetland Mitigation. Install a split-rail fence or other acceptable means of defining the wetland buffer and preventing intrusion into the Category 2 Wetland on the eastern portion of the site. 6. Earth/Slope Stability. The applicant shall follow the recommendations of the Geotechnical Engineering Report with regard to site disturbance,preparation or development activities. Comments oR the above application must be submitted in writing to Ms.Jennifer Toth Henning,Project Manager, Development Services Division,1055 South Grady Way,Renton,WA 98055,by 5:00 PM on June 25,1999. This matter is also tentatively scheduled for a public hearing July 27, 1999,at 9:00 AM,Council Chambers,Seventh Floor, Renton City Hall,1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division,(425)430-7282 to confirm the date of the hearing. Notice of the environmental determination and hearing date will be mailed to all parties of record. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,contact Ms.Nishihira 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. CONTACT PERSON: LESLEY NISHIHIRA (425)430-7270 PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION .or. aT -- ; .. - -.s r _ c, +1',.. ...A.,ry �' ® .o li y �1 VIS N Ns ._ �.�g. , i..n. .:� i NI 312Cidg3 8i� I .>. D.0 i _.w.. -.n. •. T3v,a 7 . ..4.:. - 11.4.-.;Ell.;0 i 8 eiit , !.R 2 : .T 9 s< fTL.,p 7��/ j ' b • qWJ�r : i •e�7rfi vJ ice). :'t .a, ` r . 1 ° _.J CNect:4 : •'A M =ll 1N - i• : . . 1 ! : MTw Si T. !T lly a •Tit■ �;'1 .i�r,■rN f� ~ �C. D. HITI- AN'S C. 0,41Ll,i.,6AN '� (1J q .1i :�JWy�:eAr�LI+:�J'::Ss�Fkr174�•�Nd '01 • \ c; I r..s • u. . 4$ CITY l,-E' RENTON Planning/Building/Public Works Department ammo V Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator DE jO E T F31^ NG RECEIVED April 23, 1999 MAY p 1999 APR 2 '99 RECEIVED OFFICE SUPERINTENDEr+ uperintendent's Office F enton School District#403 300 SW 7th Street F enton, WA 98055-2307 UBJECT: MARSHALL SHORT PLAT (FILE NO. LUA-99-039, SHPL-H, ECF) i he City of Renton Development Services Division has received an application for an 8-let residential short plat to be located on a 1.73 acre parcel. The property is located 3712 Lincoln Avenue NE in the r ortheast portion of the City. In order to process this application, the Development Services Division needs to know which Renton schools would be attended by children living in residences at the location indicated above. Would you please fill in the appropriate schools on the list below and return this letter to the Development Services Division, City of Renton, 1055 South Grady Way, Renton, Washington 98055. Elementary School: Hazelwood Middle School: McKnight High School: Hazen Will the schools you have indicated be able to handle the impact of the additional students estimated to come from the proposed development? Yes X No Any Comments: "'hank you for providing this important information. Sincerely, ‘-fOtit‘ Jen er To enning oject Manager school/ /kac 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,20%post consumer v WASHINGTON STATE DEPARTMENT OF Natural Resources JENNIFER M.BELCHER Commissioner of Public Lands DATE: April 29 , 1999 TO: Jennifer Toth Henning City of Renton Development Service Div 1055 South Grady Way Renton, WA 98055 FROM: David John Weiss Resource Protection Specialist South Puget Sound Region SUBJECT REVIEW OF: Marshall Property Short Plat ACTION SPONSOR: Mr. LaVern Poston PROJECT: Timber Harvest/Land Conversion [] We do not have an interest in the above project and have no comments on the proposal. [X] We do have an interest in the above project and wish to make the following comments: A *forest practices permit will be required for the harvest of timber associated with this project. cc: Dave Dietzman - SEPA Center - DNR SEPA#: 015842 SOUTH PUGET SOUND REGION 1950 FARMAN ST N I PO BOX 68 I ENUMCLAW, WA 98022-0068 FAX:(360)825-1672 I TTY:(360)825-6381 I TEL:(360)825-1631 Equal Opportunity/Affirmative Action Employer RECYCLED PAPER 0 Washington State Northwest Region Department of Transportation 15700 Dayton Avenue North Sid Morrison P.O. Box 330310 Seattle,WA 98133-9710 Secretary of Transportation (206)440-4000 April 28, 1999 t ELOPMENT p�VG CITY OF RENTOIL City of Renton Development Services Division MAY 0 2 1999 ATTN: Jennifer Toth Henning RECEIVED 1055 S Grady Way Renton, WA 98055 Dear Ms. Henning: Thank you for giving us the opportunity to review the Notice of Application for the Marshall Short Plat,which is located at 3712 Lincoln Avenue NE. We have reviewed the subject document and have no comments. The project will not have significant impact on the state highway system. Sincerely, Robert A. Josephson, P.E. Manager of Planning& Local Coordination RAF:jc JTC cc: file 44, ,�_ CITY JF RENTON Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 23, 1999 Mr. LaVem Poston Chambord Development, Inc. P.O. Box 637 Carnation,WA 98014 SUBJECT: Marshall Short Plat(File No. LUA-99-039, SHPL-H, ECF Dear Mr. Poston: This letter serves as notification that the City of Renton has determined that additional information is needed in order to continue processing your application for the Marshall Short Plat. Specifically, a geotechnical report will be required before we can present the project to the Environmental Review Committee. Please provide 5 copies of a geotechnical study prepared and stamped by a licensed professional engineer including soils and slope stability analysis,boring and test pit logs, and recommendations on any slope setbacks, foundation design, retaining wall design, material selection, and all other pertinent elements. Effective as of the date of this letter,the Marshall Short Plat(File No. LUS-99-039,SHPL-H,ECF) is "On-Hold". The dates of both the Environmental Review Committee meeting and the public hearing will be rescheduled upon receipt of the geotechnical study. Should you have any questions regarding this correspondence, please feel free to contact me at (425)430-7286. Sincerely, fRic (4e144/13 Jennifer Toth Henning Project Manager Cc: Project File Delores Marshall,Owner Phil Kitzes 3712 Lincoln Avenue NE PK Enterprises Renton,WA 98056 23126 SE 285th Street Maple Valley,WA 98038 1055 South Grady Way-Renton, Washington 98055 dice► $ Y'. ' CITY �,F RENTON {� Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 23, 1999 Mr. Ken Taylor 3711 Monterey Place NE Renton, WA 98056 SUBJECT: Marshall Short Plat (File No. LUA-99-039, SHPL-H, ECF) Dear Mr. Taylor: Thank you for your comments regarding the Marshall Short Plat. Indeed the project address shown on the Notice of Application was incorrect. The correct address for the Marshall Short Plat is 3712 Lincoln Avenue NE. I apologize for the error and thank you for bringing it to my attention. We have revised the Notice of Application, and corrected items referencing your address in the file. We will add your name to the party-of-record list for the project. Please feel free to contact me if you have any questions regarding the Marshall Short Plat. I can be reached by telephone at (425)430-7286. Sincerely, ‘ci.) 6-1 -11-60/1/n nnifer h enning Project Manager Cc: Project File 1055 South Grady Way- Renton, Washington 98055 . t 4 : , •S CITY' F RENTON a. ''r Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 23, 1999 Mr. LaVern Poston Chambord Development, Inc. P.O. Box 637 Carnation,WA 98014 SUBJECT: Marshall Short Plat(File No. LUA-99-039,SHPL-H,ECF) Dear Mr. Poston: The enclosed comments were received from Property Services Division regarding the proposed short plat. These comments are being provided for you at this time as a courtesy. Most of the comments pertain to revisions that would need to be made prior to submitting for final short plat and recording. However, Property Services does note that "a complete title report showing current ownership and listing all exceptions"be provided at this time. Please provide this document to staff by May 10, 1999. Should you have any questions regarding this correspondence, please feel free to contact me at (425)430-7286. Sincerely, \_{)/co OVVI/n enm oth Henning Project Manager Cc: Project File Phil Kitzes PK Enterprises 23126 SE 285th Street Maple Valley,WA 98038 1055 South Grady Way- Renton, Washington 98055 ,ca�. ___- ------------ s r c'�OF RyT�"`',:1. r, APR ,y CITY OF RENTON r99 PLANNINGBUILDING/PUBLIC WORKS 14.1 DATE: April 22, 1999 TO: Jennifer Toth Henning FROM: Sonja J. FesserR SUBJECT: Marshall Short Plat, LUA-99-039-SHPL Format and Legal Description Review I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: There is a discrepancy between the dimensions given for the perimeter boundary lines of the subject property and those of the individual lots added together. There is no graphic scale noted on the drawing. Provide a complete title report showing current ownership and listing all exceptions. Note all recorded easements. agreements and restrictions on the drawing, if any. Note on the drawing that the existing.house is to be removed. The following comments apply to the final short plat submittal: Note the City of Renton land use action number (LUA-99-039-SHPL) and the city's land record number(LND-20-0246). preferably in the upper right-hand corner. The type size used for the land record number should be smaller than that used for the land use action number. Provide short plat and lot closure calculations. Note discrepancies between bearings and distances of record and those measured or calculated, if any. Note the date the existing monuments were visited, per WAC 332-130-100. Note the plat name and lot number for the properties to the north, south and east of the subject property. \\TS_SER VER\SYS2\COMMON\H:WU..E.SYS\LND\20\0246\R V990421.DOC O April 21, 1999 Page 2 For the final short plat submittal, remove all references to trees, utility facilities and other items not directly impacting the subdivision. These items should be provided only for preliminary short plat approval. Indicate what has been. or is to be, set at the new corners of the proposed lots. Note to whom new easements are to be granted(private or City-held). Add the words "NEW PRIVATE" to the"26' ACCESS & UTILITY EASEMENT." Add a certification block before the property owner's signature line. The city official signing this short plat drawing is the City of Renton Administrator of Planning/Building/Public Works. There is only one administrator. The addresses for the proposed lots will be made available by the city as soon as possible. These addresses will need to be noted on the drawing. Note that ifthere are restrictive covenants, agreements or easements 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 Project Manager as a package. The short plat shall have the first recording number. The recording number(s) of the associated document(s) will be referenced on the short plat drawing in the appropriate locations. The reference to only Lots 2 and 3 under the"NOTE"block is incorrect. Also, the proposed lots should have an undivided interest in the maintenance of the easement, but not an interest in the ownership of the easement. Is parking allowed on an easement width of 26 feet or less?If not, then remove the reference to"unless pavement width is greater than 20 feet." Comments for the Project Manager: Is the information contained within the"NOTE" block sufficient for any agreement required by the city for road maintenance? Is the city requiring a separate recorded document for said agreement. or can it he noted. as shown. on the drawing? The reference to only proposed Lots 2 and 3 appears to be an error. The proposed lots should have an undivided interest in the maintenance of the easement. but not an interest in the ownership of the easement._The last sentence concerning parking on the easement may he incorrect and should be removed from the drawing. if that is the case. What is the minimum street width necessary for parking purposes? - 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. 99- (3 21 APPLICANT: I.•1L S1,-1 &LL '1:)e))_t•Dt=1 S(C1-4I�M17=fr) IDEV.) RECEIVED FROM (date) JOB ADDRESS: :9 7 I Z LI 1...1 CoL1J. LTV I "'1.1� ) WO# 78 SO ( q X PRELIMLNARYY REVIEW OF SUBDIVISION BY LONG PLAT, NEEDMORE INFORMATION: 0 LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. 0 PID#'s 0 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# J34'57c -r e c 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 Latecomer Agreement(pvt)WASTEWATER Latecomer Agreement(pvt)OTHER Special Assessment District/WATER Special Assessment District/WASTEWATER Joint Use Agreement(METRO) Local Improvement District Traffic Benefit Zones $75.00 PER TRIP, CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ SDC FEE ❑Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd SQ.FTG. Single family residential$850/unit x 7 5,40.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 15 ft perimeter(2,800 GPM threshold) SYSTEM DEVELOPMENT CHARGE-WASTEWATER 0 Estimated ❑Pd Prey. 0 Partially Pd(Ltd Exemption) )Z1 Never Pd Single family residential$585/unit x R `o 4,cP'o.o0 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 ❑Pd Prev. ❑Partially Pd(Ltd Exemption) NI Never Pd Single family residential and mobile home dwelling unit$385/unit x Fy 9,080•Cv") All other properties$0.129sq ft of new impervious area of property x (not less than$385.00) PRELIMINARY TOTAL $ 13,, 71 a.o0 t l�ttrrl,j�? • � i t.�oEh) -/2Zr�49 m Signs of ReWewing Authority DATE p, ko n ❑ *If subject property is within an LID,it is developers responsibility to check with 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. 0 ❑ Current City SDC fee charges apply to m 4 N- m c:/template/feeappl/tgb EFFECTIVE July 16,1995/Ord.Nos.4506,4507,4508,4525,and 4526 r. 7 •= TONES HND H�SOC I 206 725z606 P. 61 1 °i 1-o79 . . ice- n.ea ais<I swoo in, it Inc. ( -1) April 12. 1999 OiTY OF RENTON B'BC;��lL''�� Mr. LaVern Poston APR 1 6 Chambord Development '99 01,4 P.U. Box 637 :jl�f.�'lt�f DIViSt Carnation, WA 98014 RE: The Marshall Plat 3712 Lincoln Avenue N.E. Property. Renton. Washington Dear Mr. Poston: This letter addresses buffer averaging on the Marshall Plat at 3712 Lincoln Avenue N.E. Chambord Development intends to divide the site into eight-lots(see man). The on-site wetland is a Category 2 forested wetland with a 50-foot wetland buffer. Buffer averaging is necessary to make lots 7 and 8 usable lots. Buffer averaging is allowed within the City of Renton. providing the following five conditions are met. I. "The averaging is necessary to avoid denial of reasonable use to the applicant caused by circumstances peculiar to the nronerty " The site is zoned R-8. If wetland were not present on-site, the maximum number of lots would be fourteen. The eastern 1/3`d of the site is wetland and wetland buffer(gee map). The wetland encumbers the property in such a way that the number of usable lots is reduced to eight lots. Without buffer averaging, the current propoeal is not economically viable. 2. "The wetland contains variations in sensitivity due to existing physical conditions_" The wetland is adjacent to a seasonal stream. Existing, physical conditions are relatively uniform throughout the length of the on-site wetland. These conditions were addressed in the Wetland Assessment dated December 4, 1998t (1 S Jones and_4ssocicrtes, Inc., I998). 3. "Only low intensity land uses.vouid be located adjacent to areas where buffer width is reduced, and that such low intensity land eisec are guaranteed by covenant, deed restriction, easement or other legally binding mechanism." Single-family residences will be located on the three lots where buffer Width will be reduced. The developer will provide fencing along the length of the buffer to protect the wetland and wetland buffer fioni intrusion. 3-108 52nd Place, N. F. TA COMA, ii- ASHI GTO . 98 .122 253-9,42-7131 ! FAX 253-942 -7 132 J S _TONES r- t4D i-e SOC 1 2©a 7'S3o0c P. 03 J. Jones and Associates. inc. 4. "width averaging will not adversely impact the wetland functions and values." The area of reduced wetland buffer i11 be 4,411 square feet. Any construction activity in a watershed will adversely impact wetland functions. Hpwever, adverse impacts to wetland functions are minimal and difficult to quantify for such a small area of buffer reduction. The main impacts would he a slight increase in runoff and change in the wetland hydroperiod due to loss of forest cover. Opportunities for mitigating for impacts to wetland buffer functions are present on this site. The buffer has a deciduous plant community dominated by red alder and big-leaf mapi with a dense understory of Himalayan blackberry. Killing Himalayan blackberry in the wetland buffer and planting shade tolerant conifers would improve wetland buffer wildlife habitat functions by increasing canopy cover and shading out the non-native Himalayan blackberry, 5. "That the total area contained within the wetland buffer after averaging is no less than that contained within the required standard butler prior to averaging. In no instance shall the buffer width be reduced by more than fifty percent of the standard buffer or be less than twenty five feet wide." The total area contained within the wetland buffer, after averaging, will increase by 159 square feet. The area of reduced wetland buffer is 4,411 square feet. The proposed area of wetland buffer after buffer averaging is 4,570 square feet. The wetland buffer will not be reduced by more than fifty percent of the standard buffer or be less than twenty-five feet wide. Very Truly, Clh Charles Repath Wetland Biologist cc: Phil K.itzes CITY OF RENTON • .. DEVELOPMENT SERVICES DIVISION ` LIST OF SURROUNDING PROPERTY OWNERS... ° ... within 300 feet of the. bb ect:.site .:: " ''`" ' .. _...., ::. ., :; 3 a�`•r:.':::is:::.•:.:•,..... PRO. ECT NAME: MAR-SI-1At- PL4 P APPLICATION NO: LUR•q9 . 0391 SIAPI-11 , The 1 ollowing is a list of property owners within 300 feet of the subject site. The Development Services Division will notify these individuals of the proposed development. NAME ADDRESS ASSESSOR'S PARCEL C}>l.(— st Sal: XIT C, . NUMBER DEVELOPMENT PLAN;;1NG CITY OF RENTON MAR 1 ISA RECEIVEn (Attach additional sheets, if necessary) (Continued) NAME ADDRESS ASSESSOR'S PARCEL NUMBER Applicant Certification I, P1.4-1(--(' I P )G i T u=5 , hereby certify that the above list(s) of adjacent property (Print Name) owners and their addresses were obtained from: ❑ City of Renton Technical Services Records ❑ Title Company Records ,,o, King County Assessors Records Signed v Date �/� ,`��t�ar.,��o� pli t)Ctc- ) ,9 S ,••\--.�E •T• h�1-,'0 .. V.. ssio^IF'• F '. NOTARY •• o NOYARy'p'N ATTESTED: SubscribedS and sworn before me, a Not Public, in and fort ` ' e fi: I. residing at BU LPL: hZ ate aft(i)1._ �'q Otztes A,,,(� on the day of �LrlIG�L�� °�_ j .O �Signed15 C9 (Notary Public) •Ie WAS �� ei11e...a11%'- }#1`Fa r City of Renton.Use+# CE RTIFICATION'OF MAILING fi "hereby certify that notices of the proposed application were.'mailed to ..City Empioyee) ' each-li ed property owner on 4 .it3..'1 : N OTARY sTEST " credand swornbeforee, allotary Public; in and for the State of W1ahin�gt onAT cbib m df 9reidingat add on the ay o � ..6--Signed listprop.doc REV 07/95 MAR LYRI K ��• C I J COMMISSION EXFIRES G/29/99 2 MARSHALL PLAT LIST OF SURROUNDING PROPERTY OWNERS ASSESSOR'S NAME ADDRESS PARCEL NO. 13ruce Nelson 3825 Lincoln Ave. N, Renton, WA 98056 334570-0132 Myrtle Farr 3785 Lincoln Ave. N, Renton, WA 98056 334570-0135 Lorelie Shaw 3828 Lincoln Ave. N, Renton, WA 98056 334570-0170 lee & Katie Leung 11103 SE 76"` St., Newcastle, WA 98056 334570-0179 Ronald G. Dohan 3915 St. Philip Dr., Memphis, TN 38133 334570-0181 Ronald G. Dohrn 3767 Monterey Pl. 5E, Renton, WA 98056 334570-0182 Gary L. & Maxine D. Trust 8442 10th Ave. 5E, Renton, WA 98056 334570-0185 )olores Marshall 11414 164th Ave. SE, Space 3, Renton, WA 98059 334570-0200 Henry House Builders, LLC 271 S. 7th Ave., Suite 25, Sequim, WA 98382 334570-0202 Henry House Builders, LLC 271 5. 7th Ave., Suite 25, Sequim, WA 98382 334570-0204 Kenneth R. Taylor 3711 Monterey PI. NE, Renton, WA 98056 334570-0205 Henry House Builders, LLC 271 5. 7th Ave., Suite 25, Sequim, WA 98382 334570-0206 Henry House Builders, LLC 271 5. 7th Ave., Suite 25, Sequim, WA 98382 334570-0208 Henry House Builders, LLC 271 S. 7th Ave., Suite 25, Sequim, WA 98382 334570-0210 Henry House Builders, LLC 271 S. 7th Ave., Suite 25, Sequim, WA 98382 334570-0212 Henry House Builders, LLC 271 5. 7th Ave., Suite 25, Sequim, WA 98382 334570-0214 James & Laura M. Capestany 3616 Lincoln Ave. NE, Renton, WA 98056 334570-0215 David J. Baumer Blaire Benshoof 415 Baker Blvd., #200, Tukwila, WA 98188 334570-0216 MARSHALL PLAT LIST OF SURROUNDING PROPERTY OWNERS (Continued) ASSESSOR'S NAME ADDRESS PARCEL NO. Henry G. Healy ODCSIM HQ USAR FUR CMR420, Box 276, APO AE 09063 334570-0217 Henry House Builders, LLC 271 5. 7th Ave., Suite 25, Sequim, WA 98382 334570-0218 Roger C. Hines 3712 Lincoln Pl. NE, Renton, WA 98056 334570-0220 Henry House Builders, LLC 271 5. 7th Ave., Suite 25, Sequim, WA 98382 334570-0222 Thomas Earl :arpenter, III 3601 Lincoln Ave. NE, Renton, WA 98056 334570-0230 Leslie & Rosemary Huff PO Box 883, Mattawa, WA 99349 334570-0235 TieCel(Ka -416 City of Renton Department of Planning/Building/Public Works ENVIF ONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: - ,S OMMENTS DUE: APRIL 20, 1999 APPLICATICN NO: LUA-99-039,SHPL-H,ECF � �� D.TE CIRCULATED: APRIL 6, 1999 APPLICANT: Phillip Kitzes for LaVern Poston , PROJECT MANAGER: Jennifer Toth Henning PROJECT TITLE: Marshall Short Plat G WORK ORDER NO: 78509 LOCATION: ?7 I Z LI \ tVE SITE AREA: 1.73 acres BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, C ord Development, Inc., proposes to subdivide 1.73 acres into eight (8) lots suitablE for single family homes. Ac ss would be from Lincoln Avenue NE and private access easement. A 8,470 sq.ft. Category 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is, the required 50-foot with 3 wetland buffer would be reduced to a minimum width of 25 feet along the northwest wetland buffer while increasing I he width on the east and southwest portion of the wetland. The project requires environmental review and short plat a)proval. A. ENVIR DNMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of th 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 LandrShorelin Use Utilities Animals Transportation Environmenta Health Public Services Energy/ HistoricJCultural Natural Resol roes Preservation Airport Environment 10,000 Feet 14,000000FFeet B. POLh:Y-RELATED COMMENTS i C. CODE-RELATED COMMENTS `, n-�i/�"790• 16.11-, 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 add' nal information is nee to properly assess this proposal. '1/(57 Signature of Director or ut orized Representative Da DEVAPP.DOC Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: ez vls-6601 Sexki ltA CO COMMENTS DUE: APRIL 20, 1999 APPLICATIO\I NO: LUA-99-039,SHPL-H,ECF DATE CIRCULATED: APRIL 6, 1999 APPLICANT: Phillip Kitzes for LaVern Poston PROJECT MANAGER: Jennifer Toth Henning PROJECT TITLE: Marshall Short Plat WORK ORDER NO: 78509 C171'QF AENILN LOCATION: ?71-12 (Ai IUjC -- SITE AREA: 1.73 acres l BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Chambord Development, Inc., proposes to sUUdivide 1.73 acres into eight (8) lots suitable for single family homes. Access would be from Lincoln Avenue NE and private access eas.gment. A 8,470 sq.ft. Category 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That i ;h+required 50-foot wide wetland buffer would be reduced to a minimum width of 25 feet along the northwest wetland buffer while increasing the width on the east and southwest portion of the wetland. The project requires environmental review and short plat a)proval. A. ENVIR)NMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of Ui, 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 LancYShorelin,.Use Utilities Animals Transportation Environmenta,Health Public Services Energy/ Historic/Cultural Natural Resoc rces Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS A6NL C. COD;-RELATED COMMENTS Nef— 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 ad 'anal information is needed to properly assess this proposal. 4.// Signature of Director Authorized Representative Date DEVAPP.DOC Rev 10/93 City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: n ye We%)UI hW\ COMMENTS DUE: APRIL 20, 1999 APPLICATION NO: LUA-99-039,SHPL-H,ECF DATE CIRCULATED: APRIL 6, 1999 i}3El'h APPLICANT: Phillip Kitzes for LaVern Poston PROJECT MANAGER: Jennifer Toth Henning PROJECT TI—LE: Marshall Short Plat WORK ORDER NO: 78509 APR 1 31999 LOCATION: 3711 Monterey Place NEFl SITE AREA: 1.73 acres BUILDING AREA(gross): N/A SUMMARY C F PROPOSAL: The applicant, Chambord Development, Inc., proposes to subdivide 1.73 acres into eight (8) lots suitable for single family homes. Access would be from Lincoln Avenue NE and private access easement. A 8,470 sq.ft. Category 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is, the required 50-foot wide wetland buffer would be reduced to a minimum width of 25 feet along the northwest wetland buffer while increasing toe width on the east and southwest portion of the wetland. The project requires environmental review and short plat approval. A. ENVIRONMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of thr 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/Shorelin€ Use Utilities Animals Transportation Environmental Health Public Services Energy/ Historic./Cultural Natural Resou res Preservation Airport Environment 10,000 Feet 14,000 Feet (64kin e_ B. POLIC:Y-RELATED COMMENTS C. COD,=-RELATED COMMENTS 4 `V/c7/9 9 We have re'iewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where addit)nal information is needed to properly assess'his proposal. 7//1/Ai-?-1,\otAGf 6 9 q Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 1�Y ` CITY OF RENTON ;: FIRE PREVENTION BUREAU �` nn, /i MEMORANDUM ��NT% DATE: April 19, 1999 TO: Jennifer Toth Henning, Senior Planner FROM: Corey Thomas, Plans Review Inspector SUBJECT: Code Related Comments for Marshall Short Plat 1. The minimum fire flow required is 1,000 gpm for dwellings up to 3,600 square feet in area. One fire hydrant is required within 300-feet of the structures. For dwellings over 3,600 square feet minimum fire flow is 1,500 gpm and a minimum of two fire hydrants within 300-feet is required. 2. The fire mitigation fees are applicable at the rate of $488 per single family residence. This fee is payable prior to recording of the plat. 3. Access roadways are required to be fully paved 20-feet minimum width with turning radius of 25-feet inside and 45-feet outside and not exceeding 15 % grade. Turnaround shown appears to meet minimum requirements. CT:ct marshal City of Renton Department of Planning/Building/Public VvorKs ENVIRONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: eIeaOMMENTS DUE: APRIL 20, 1999 APPLICATIOV NO: LUA-99-039,SHPL-H,ECF `�7171 DATE CIRCULATED: APRIL 6, 1999 APPLICANT: Phillip Kitzes for LaVern Poston PROJECT MANAGER: Jennifer Toth Henning PROJECT TITLE: Marshall Short Plat WORK ORDER NO: 78509 LOCATION: E iA V1t o1f'✓1 41/G �(f SITE AREA: 1.73 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Chambord Development, Inc., proposes to subdivide 1.73 acres into eight (8) lots suitable for single family homes. Access would be from Lincoln Avenue NE and private access easement. A 8,470 sq.ft. CateggDry 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is, the required 50-foot wido wetland buffer would be reduced to a minimum width of 25 feet along the northwest wetland buffer while increasing tie width on the east and southwest portion of the wetland. The project requires environmental review and short plat a)proval. A. ENVIR 7NMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of th, 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 LanrlShorelin,r 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 Y s oL-6rc,N Ai'6110 ( .631Dtnvri S I\c.L-t Ffrtrltt ' N ri1s csc.rvPrzc1-ti ssIv1; Arsr) ZorvtD R--8. IDCN5cC'f fi-PPts1 S -to ISC A(So 5,2 OUEz.1-1r‘rz` ,UNI75 O'trot_.Nay f}z,2E.. (SCE 19-7 .01-C4}'1D) No Pot-%cY SSU1s3 • cn2:1. .?tSZ..tc PLi3-'v N4 C. CODE-RELATED COMMENTS We have r ' wyreed thrs application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas wh additional' rmation' eded to properly assess this proposal. ; q /3/ ' Signa ure f irector or A rized epresentative Date DEVAPP.Do Rev.10/93 Ma,0,tall Short Plat (LUA-99-039,SHPL-H,ECF) 4/19/99 City of Renton Density Worksheet for Development in the R-8 Zone According to Renton's City Code,the standards for new development in the R-8 Zone require that residential densities fall within a range of 5 to 8 dwelling units per net developable acre. (Section 4-31-5.D.2) The code does not require that the lots be developed • simultaneously. However,the land must be platted so as not to preclude future development at an appropriate density. 1) Total parcel size minus street r-o-ws and sensitive areas: 67032.00 square feet 2) Net Acreage(line 1 divided by 43560): 1.5388 acres dwelling units net density 3) Maximum and minimum allowed dwelling units Max. 12 7.80 units/net acre and respective net densities: Min. 8 5.20 units/net acre 4) 67032.00 sq ft and 8 dwelling units result in a density of 5.20 d.u./acre. Deductions from gross area:8470 sq ft for wetland area. U/CALCDEN.XLS tilYt la# PrMereeterfl*Flargitrrrtrrapplication 4/12/99 City of Renton Density Worksheet for Development in the R-8 Zone According to Renton's City Code, the standards for new development in the R-8 Zone require that residential densities fall within a range of 5 to 8 dwelling units per net developable acre. (Section 4-31-5.D.2) The code does not require that the lots be developed simultaneously. However, the land must be platted so as not to preclude future development at an appropriate density. 1) Total parcel size minus street r-o-ws and sensitive areas: 67723.00 square feet 2) Net Acreage (line 1 divided by 43560): 1.55 acres dwelling units net density 3) Maximum and minimum allowed dwelling units Max. 12 7.72 and respective net densities: Min. 8 5.15 4) 67723.00 sq ft and 8 dwelling units result in a density of 5.15 d.u./acre. Deductions from gross area: 7,200 s.f. for wetlands H:\DIVISIONS\DEVELOP.SER\DEV&PLAN.ING\DENCALC.XLS City of Renton Department of Planning/Building/Public Works ENVIRONMENTAL It DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: tc c COMMENTS DUE: APRIL 20, 1999 APPLICATION NO: LUA-99-039,SHPL-H,ECF DATE CIRCULATED: APRIL 6, 1999 APPLICANT: Phillip Kites for LaVern Poston PROJECT MANAGER: Jennifer Toth Henning PROJECT TI TLE: Marshall Short Plat WORK ORDER NO: 78509 LOCATION: 3711 Monterey Place NE SITE AREA: 1.73 acres I BUILDING AREA(gross): N/A SUMMARY OF PROPOSAL: The applicant, Chambord Development, Inc., proposes to subdivide 1.73 acres into eight (8) lots suitable for single family homes. Access would be from Lincoln Avenue NE and private access easement. A 8,470 sq.ft. Category 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is, the required 50-foot wide wetland buffer would be reduced to a minimum width of 25 feet along the northwest wetland buffer while increasing the width on the east and southwest portion of the wetland. The project requires environmental review and short plat a)proval. A. ENVIR)NMENTAL IMPACT(e.g. Non-Code) COMMENTS Element of th a 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/Shorelinl,Use Utilities Animals Transportation Environments,Health Public Services Energy/ Historic./Cultural Natural Resor^ces Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLICY-RELATED COMMENTS C. CODi -RELATED COMMENTS We have re 7ewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additi anal information is needed to property assess this proposal. Ci. \Z "lax -5 Signature of Dire r or Authorized Representative Date DEVAPP.DOC Rev.10/93 City of k 7 Department of Planning/Building/Public Works ENVIF ONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: Flay\ Review k.OU D1' COMMENTS DUE: APRIL 20, 1999 APPLICATICN NO: LUA-99-039,SHPL-H,ECF DATE CIRCULATED: APRIL 6, 1999 APPLICANT: Phillip Kitzes for LaVern Poston PROJECT MANAGER: Jennifer Toth Henning C/71, PROJECT T!TLE: Marshall Short Plat WORK ORDER NO: 78509 TON LOCATION: 3711 Monterey Place NE 44? ll c SITE AREA: 1.73 acres BUILDING AREA(gross): N/A 4:q.) SUMMARY OF PROPOSAL: The applicant, Chambord Development, Inc., proposes to subdivide 1.73 acres tntfi' h lots suitabl( for single family homes. Access would be from Lincoln Avenue NE and private access easement. 8,470 sq.ft. Catec ory 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is, the required 50-foot widi3 wetland buffer would be reduced to a minimum width of 25 feet along the northwest wetland buffer while increasing I he width on the east and southwest portion of the wetland. The project requires environmental review and short plat aaproval. A. ENVIR DNMENTAL 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/Shorelin)Use Utilities Animals Transportation Environmenta Health I Public Services Energy/ Historic./Cultural Natural Resoi roes 1 Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLIi3Y-RELATED COMMENTS C. COD RELATED COMMENTS jet Cz We have re hewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where additonal information i "needed to properly assess this proposal. Signature of Director or Autho zed Representative Date DEVAPP.DOC Rev.10/93 City of Renton Department of Planning/Building/Public Works ENVIF' ONMENTAL 8 DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT: lietyt de'C COMMENTS DUE: APRIL 20, 1999 APPLICATIC N NO: LUA-99-039,SHPL-H,ECF DATE CIRCULATED: APRIL 6, 1999 APPLICANT: Phillip Kitzes for LaVern Poston PROJECT MANAGER: Jennifer Toth HekNg PROJECT T TLE: Marshall Short Plat WORK ORDER NO: 78509 �. 9 LOCATION: 279"(2 (/f�IG0(VI N� ii1i, i 04, NI SITE AREA: 1.73 acres I BUILDING AREA(gross): N/A �C'.1i,, y4 SUMMARY OF PROPOSAL: The applicant, Chambord Development, Inc., proposes to subdivide 1.73-Acres into eight (8) lots suitable for single family homes. Access would be from Lincoln Avenue NE and private access easement. A 8,470 sq.ft. Catec ory 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is,the required 50-foot with wetland buffer would be reduced to a minimum width of 25 feet along the northwest wetland buffer while increasing he width on the east and southwest portion of the wetland. The project requires environmental review and short plat approval. 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/Shorelin:,Use Utilities Animals Transportation Environmenta Health Public Services Energy/ Histonc./Cultural Natural Resoi mes Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLh.'Y-RELATED COMMENTS C. COD RELATED COMMENTS We have renewed this application with particul :Hendon to those areas in which we have expertise and have identified areas of probable impact or areas where addit cnal information is needs to prop rassess this proposal. / ` 9 /1p- . ( ��`' Signature of Director or Authorized Representative Date DEVAPP.DOC Rev.10/93 City of Renton Department of Planning/Building/Public works ENVIPONMENTAL & DEVELOPMENT APPLICATION REVIEW SHEET REVIEWING DEPARTMENT:5 jefttcef UiQskez>raW' COMMENTS DUE: APRIL 20, 1999 APPLICATIC N NO: LUA-99-039,SHPL-H,ECF DATE CIRCULATED: APRIL 6, 1999 APPLICANT: Phillip Kitzes for LaVern Poston PROJECT MANAGER: Jennifer Toth Henning r � PROJECT T TLE: Marshall Short Plat WORK ORDER NO: 78509 4 Vic. QN LOCATION: 2I1-12 I/1'}14-0(14 61/C, Nf 1 d >, /a SITE AREA: 1.73 acres BUILDING AREA(gross): N/A y�+UC SUMMARY OF PROPOSAL: The applicant, Chambord Development, Inc., proposes to subdivide 1.73 acres irTh eight (8) lots suitable for single family homes. Access would be from Lincoln Avenue NE and private access easement. A 8,470 sq.ft. Catec ory 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is, the required 50-foot wid wetland buffer would be reduced to a minimum width of 25 feet along the northwest wetland buffer while increasing •he width on the east and southwest portion of the wetland. The project requires environmental review and short plat approval. 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/Shorelin)Use Utilities Animals Transportation _ Environmenta Health Public Services Energy/ Historic/Cultural Natural Resol roes Preservation Airport Environment 10,000 Feet 14,000 Feet B. POLI(3Y-RELATED COMMENTS C. COD RELATED COMMENTS 5..jLe diii2-'C6-r, We have re viewed this application with particular attention to those areas in which we have expertise and have identified areas of probable impact or areas where addit)nal information is pgeded to properly assess this proposal. 4..« 1• j fir• f Signature of Director or Authorized Representative Date I DEVAPP DOC Rev.10/93 CITY OF RENTON MEMORANDUM DATE: April 19, 1999 TO: Jennifer Toth Henning FROM: Arneta Henninger X7298 /i SUBJECT: MARSHALL SHORT PLAT APPLICATION 3712 LINCOLN AV NE LUA 99-039 I have reviewed the preapplication for this 8 lot short plat located in the general vicinity of NE 36th St and Lincoln Av NE in Section 32-24-5 and have the following comments: SEWER: • This project is not located in the Aquifer Protection Zone. • This project site is located in the City of Renton sanitary sewer service area. • A sanitary sewer main extension is be required to serve this short plat. This new main shall be extended in Lincoln Av NE across the full frontage of the parcel being developed. The sidesewers need to be designed to serve the new lots from the new main in Lincoln Av NE. The conceptual sanitary sewer utility plan is not approved because the sanitary sewer main is not located in the public right-of-way, Lincoln Av NE. • 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 320 pressure zone. • There is a 12" watermain in Lincoln Av NE. • The applicant is responsible for installing an 8" watermain to the east (including a fire hydrant) into the short plat in the access and utility easement and then extending a 4" watermain to the north to the end of the paved utility easement to serve the new lots. The conceptual utility plan should be modified to reflect this. MARSHALL SHORT PLAT APPLICATION LUA 99-039 April 19, 1999 Page 2 • 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. Additional fire hydrants may be required to be installed in Lincoln Av NE 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. • A storm drainage closed pipe conveyance system shall be designed and installed in Lincoln Av NE. The conceptual utility plan is not approved since it does not show a storm drainage conveyance system along the full frontage of the parcel being developed in Lincoln Av NE. • This project is in the City's Gypsy Subbasin that drains across NE 43rd St to the Denny's restaurant off of Lake Washington Blvd, across 1-405 and the Port Quendall Terminal site to Lake Washington. There are known downstream flooding problems. This project should provide detention for the 100-year developed peak—'4 rate of runoff with a 30% safety factor. This is consistent with other projects (Williamsburg and Stafford Crest) in this area. The storm drainage report submitted needs to be revised to reflect this requirement. • 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: • Curbs, gutters, sidewalks and paving are required on the project side of a development. • Street lighting is required to be designed and installed in Lincoln Av NE. 4 ---N? • The Traffic Mitigation Fee of $5730 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. MARSHALL SHORT PLAT APPLICATION LUA 99-039 April 19, 1999 Page 3 • 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. MARSHGF DEVELOPMENT PLANNING CITY OF RENTON JUN 2 1999 CITY OF RENTON RECEIVED PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: June 23, 1999 TO: Leslie Nishihira p� FROM: Sonja J. Fesser U5 SUBJECT: Marshall Short Plat,LUA-99-039-SHPL Additional Title Report Comments Bob Mac Onie and I have reviewed the above referenced title report submittal(dated June 8, 1999) and have the following additional comments,which should be added to our previous review, dated April 22, 1999: Comments for the Applicant: According to the title report,the property is vested in Lawrence J. Mack(an undivided '/2 interest) and Dolores Marshall (an undivided '/2 interest). All owners of record, at the time of recording the short plat,must sign the mylar. Item Nos. 6 and 7, under"Schedule B"note that there is an easement for ingress, egress and utilities over the south 10 feet of the subject property,as recorded under King County Recording Nos. 8901050076 and 8812190710. If these two easements have not been relinquished by the time of recording of said subject short plat,then they need to be noted on the drawing. Item No. 8 notes that there may be a possible fence encroachment along the northerly boundary line of the subject property, as disclosed by a survey recorded under King County Recording No. 8811159005. If this fence encroachment does, in fact, exist at this time,then it should be noted on the short plat drawing. \\TS SERVER\SYS2\COMMON\H:\FILE.SYS LND\20\0246\RV990621.doc . r OF RED UN.1,,io r PR CITY OF RENTON 1d99 PLANNING/BUILDING/PUBLIC WORKS DATE: April 22, 1999 TO: Jennifer Toth Henning FROM: Sonja J. FesserR SUBJECT: Marshall Short Plat, LUA-99-039-SHPL Format and Legal Description Review I have reviewed the above referenced short plat submittal and have the following comments: Comments for the Applicant: There is a discrepancy between the dimensions given for the perimeter boundary lines of the subject property and those of the individual lots added together. There is no graphic scale noted on the drawing. Provide a complete title report showing current ownership and listing all exceptions. Note all recorded easements, agreements and restrictions on the drawing, if any. Note on the drawing that the existing house is to be removed. The following comments apply to the final short plat submittal: Note the City of Renton land use action number (LUA-99-039-SHPL) and the city's land record number (LND-20-0246),preferably in the upper right-hand corner. The type size used for the land record number should be smaller than that used for the land use action number. Provide short plat and lot closure calculations. Note discrepancies between bearings and distances of record and those measured or calculated, if any. Note the date the existing monuments were visited,per WAC 332-130-100. Note the plat name and lot number for the properties to the north, south and east of the subject property. \\TS_SERVER\SYS2\COMMON\H:\F1LE.SYS\LND\20\0246\RV990421.DOC • April21, 1999 Page 2 For the final short plat submittal,remove all references to trees,utility facilities and other items not directly impacting the subdivision. These items should be provided only for preliminary short plat approval. Indicate what has been, or is to be, set at the new corners of the proposed lots. Note to whom new easements are to be granted(private or City-held). Add the words "NEW PRIVATE"to the"26' ACCESS & UTILITY EASEMENT." Add a certification block before the property owner's signature line. The city official signing this short plat drawing is the City of Renton Administrator of Planning/Building/Public Works. There is only one administrator. The addresses for the proposed lots will be made available by the city as soon as possible. These addresses will need to be noted on the drawing. Note that//there are restrictive covenants, agreements or easements 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 Project Manager as a package. The short plat shall have the first recording number. The recording number(s)of the associated document(s) will be referenced on the short plat drawing in the appropriate locations. The reference to only Lots 2 and 3 under the"NOTE"block is incorrect. Also,the proposed lots should have an undivided interest in the maintenance of the easement, but not an interest in the ownership of the easement. Is parking allowed on an easement width of 26 feet or less?If not, then remove the reference to"unless pavement width is greater than 20 feet. Comments for the Project Manager: Is the information contained within the"NOTE" block sufficient for any agreement required by the city for road maintenance? Is the city requiring a separate recorded document for said agreement, or can it be noted, as shown, on the drawing? The reference to only proposed Lots 2 and 3 appears to be an error. The proposed lots should have an undivided interest in the maintenance of the easement, but not an interest in the ownership of the easement._The last sentence concerning parking on the easement may be incorrect and should be removed from the drawing, if that is the case. What is the minimum street width necessary for parking purposes? 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. 99- o Z.I APPLICANT: 1 A i -►d.LL; J a !G�d►,�1 �f 7 —V, RECEIVED FROM (date) JOB ADDRESS: 3'7 I Z LI 1J COLA�.. 1\I l-FLAct(�l�s WO# 78�Q�j NATURE OF WORK: 8 LorX PRELIMINARY REVIEW OF SUBDIVISION BY LONG PLAT, �1" iF LND# pn— NEED MORE ORMATION: ❑ LEGAL DESCRIPTION SHORT PLAT,BINDING SITE PLAN,ETC. 0 PH)#'s 0 VICINITY MAP ❑ FINAL REVIEW OF SUBDIVISION,THIS REVIEW REPLACES 0 SQUARE FOOTAGE 0 OTHER PRELIMINARY FEE REVIEW DATED 0 FRONT FOOTAGE O SUBJECT PROPERTY PARENT PID# 534 7p_[)200 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 Latecomer Agreement(pvt)WASTEWATER Latecomer Agreement(pvt)OTHER Special Assessment District/WATER Special Assessment District/WASTEWATER Joint Use Agreement(METRO) Local Improvement District Traffic Benefit Zones $75.00 PER TRIP,CALCULATED BY TRANSPORTATION FUTURE OBLIGATIONS SYSTEM DEVELOPMENT CHARGE-WATER 0 Estimated #OF UNITS/ SDC FEE ❑Pd Prey. 0 Partially Pd(Ltd Exemption) 0 Never Pd SQ.FIG. Single family residential$850/unit x 7 <45 5,950.cO 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 Prey. 0 Partially Pd(Ltd Exemption) )8J Never Pd Single family residential$585/unit x fi 4 4,6430.00 Mobile home dwelling unit$468/unit x Apartment, Condo$350/unit not in CD or COR zones x CommerciaUIndustrial$0.078/sq.ft.of property x(not less than$585.00) SYSTEM DEVELOPMENT CHARGE-SURFACEWATER 0 Estimated ❑Pd Prey. 0 Partially Pd(Ltd Exemption) 53 Never Pd Single family residential and mobile home dwelling unit$385/unit x p� 45 5,080.Op All other properties$0.129sq ft of new impervious area of property x (not less than$385.00) pp PRELIMINARY TOTAL $ 13 I10.ex, dAlh-r a►) QK . alb:loth) A- 22/99 Signatt�t of Re691ewing Authority DA E a) to ❑ *If subject property is within an LID,it is developers responsibility to check with 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. Q ❑ Current City SDC fee charges apply to N c:/template/feeappl/tgb EFFECTIVE July 16, 1995/Ord.Nos.4506,4507,4508,4525,and 4526 4 0 0 • �tiT O0 -'Nrrc NOTICE OF APPLICATION AND PROPOSED DETERMINATION OF NON-SIGNIFICANCE - MITIGATED (DNS-M) DATE: April 12,1999 LAND USE NUMBE R: LUA-99-039,SHPL-H,ECF APPLICATION NAME: MARSHALL SHORT PLAT PROJECT DESCRIPTION: The applicant, Chambord Development, Inc., proposes to subdivide 1.73 acres into eight (8) lots :uitable for single family homes. Access would be from Lincoln Avenue NE and private access easement. A 8,47( sq.ft. Category 2 wetland is on the site. The applicant proposes buffer averaging for the wetland. That is, the require] 50-foot wide wetland buffer would be reduced to a minimum width of 25 feet along the northwest wetland buffer whi e increasing the width on the east and southwest portion of the wetland. The project requires environmental revi(w and short plat approval. PROJECT LOCAT ON: �f� Z Li'N.GQ 1 14 N t OPTIONAL DETEI MINATION OF NON-SIGNIFICANCE-MITIGATED(DNS-M): As the Lead Agency,the City of Renton has determ ned that significant environmental impacts are unlikely to result from the proposed project. Therefore,as permuted under the RCW 43.21C.110,the City of Renton is using the Optional DNS(M)process to give notice that a DNS-I1 is likely to be issued. Comment periods for the project and the proposed DNS-M are integrated into a single comment l eriod. There will be no comment period following the issuance of the Threshold Determination of Non-Significance A itigated(DNS-M). A 14 day appeal period will follow the issuance of the DNS-M. PERMIT APPLICATION DATE: March 15, 1999 NOTICE OF COMPLETE APPLICATION: April 12, 1999 APPLICANT: Mr.LaVern Poston • Chambord Development,Inc. I F-} PO Box 637 Carnation,WA 98014 CONTACT: Mr.Phillip Kitzes PK Enterprises 23126 SE 285th Street Maple Valley,WA 98038 OWNER: Dolores Marshal 3712 Lincoln Avenue NE Renton,WA 98056 Permits/Review Requested: Environmental Review(SEPA);Administrative Short Plat Approval, Other Permits which may be required: Hydraulic Permit Approval (HPA)from Washington Department of Fish and Wildlife Requested Studie3: Wetland Delineation Location where application may be reviewed: Planning/Building/Public Works Division,Development Services Department, 1055 South Grady Way, Renton,WA 98055 PUBLIC HEARING: Public hearing tentatively scheduled for Tuesday,May 25,1999 before the Renton Hearing Examiner in Renton Council Chambers. Hearings begin at 9:00 AM on the 7th floor of the new Renton City Hall located at 1055 Grady Way South. CONSISTENCY )VERVIEW: Analytical process Land Use/Zonin j: The project site is designated Residential-Single Family(RS)on the City's Comprehensive Plan Land Use Map. The site is zoned Residential-8 Dwelling Units per Acre(R-8)which is intended for the development of lots suitable for detached single family residential homes. The proposed short plat would include GENMALOT.DOG • eight lots. Minimum density permitted in the R-8 Zone is 5.0 dwelling units per acre. Density is estimated at 5.12 homes per net acre. The proposal appears to comply with applicable development standards of the R-8 Zone. Density: The proposed density of the short plat is estimated at 5.12 dwelling units per acre. Approximately 7,200 s.f.of Category 2 wetland would be deducted from the overall site acreage for the purpose of calculating net density. Environmental Documents that Evaluate the Propo!ed Project: Not applicable. Development Regulations Used For Project M tigation: The proposal is subject to the City's Environmental Review(SEPA) Ordinance,Zoning Code,Land Clearing and Tree Cutting Ordinance, Subdivision Regulations,Street Standards,Wetlands Ordinance,Public Works Standard's,Uniform Building Code,Uniform Fire Code,and other applicable building and construction standards. Proposed Mitigatio 1 Measures: The following mitigation measures will likely be imposed on the proposed project. These recommended mitigation measures address p oject impacts not covered by existing codes and regulations as cited above: 1. Fire Mitigation F ee: equivalent to$488.00 per each new single family residential parcel created. 2. Parks Mitigatior Fee: equivalent to$530.76 per each new single family residential parcel created. 3. Transportation IMlitigation Fee: equivalent to$75.00 for each new average daily trip attributed to the proposal. 4. Erosion Control: install and maintain temporary erosion control measures for all stockpiled or disturbed areas. The Temporary Erosion':ontrol Measures must be installed and maintained throughout the duration of the project. 5. Wetland Mitigat on. Install a split-rail fence or other acceptable means of defining the wetland buffer and preventing intrusion into the Category 2 Wetland on the eastern portion of the site. Comments on the aoove application must be submitted in writing to Ms.Jennifer Toth Henning, Project Manager, Development Servi:es Division, 1055 South Grady Way,Renton,WA 98055,by 5:00 PM on April 26, 1999. This matter is also tentatively scheduled for a public hearing on May 25, 1999,at 9:00 AM,Council Chambers,Seventh Floor, Renton City Hall,1055 South Grady Way,Renton. If you are interested in attending the hearing,please contact the Development Services Division,(425)430-7282,to ensure that the hearing has not been rescheduled. If comments cannot be submitted in writing by the date indicated above,you may still appear at the hearing and present your comments on the proposal before the Hearing Examiner. If you have questions about this proposal,or wish to be made a party of record and receive additional information by mail,contact Ms. Henning at(425)430-7286. Anyone who submits written comments will automatically become a party of record and will be notified of any decision on this project. CONTACT PERSON: JENNIFER TOTH HENNING (425)430-7286 'PLEASE INCLUDE THE PROJECT NUMBER WHEN CALLING FOR PROPER FILE IDENTIFICATION I . " I i;,•l, �qUa e ti r f sS y ,.1 c sa•.br i t ." .ph.' k.— -�' .:.,_-.,,,-'-1°,7:.:45.,F:. -,,- ;1!,�.,9i e ZWZ9i 1„, 4- .i tl!, :L iA :m-eau �! ; 3 ,.. „�'� �-----�-=;-4- == per ,-.!— , - „ , ,r CITY 1 F RENTON -IL A n Planning/Building/Public Works Department Jesse Tanner,Mayor Gregg Zimmerman P.E.,Administrator April 12, 1999 Mr. Phillip Kitzes PK Enterprises 23126 SE 285th Street Maple Valley, WA 98038 SUBJECT: Marshall Short Plat Project No. LUA-99-039,SHPL-H,ECF Dear Mr. Kitzes: 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. It is scheduled for consideration by the Environmental Review Committee on April 27, 1999. Prior to that review, you will be notified if any additional information is required to continue processing your application. The date of Tuesday, May 25, 1999, at 9:00 a.m., has tentatively been set for a public hearing to review the proposed short plat. The hearing, before Mr. Fred Kaufman, Renton Hearing Examiner, will be held in the Council Chambers on the seventh floor of City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you one week before the hearing. Please contact me, at (425) 430-7286, if you have any questions. Sincerely, C * [r.. .etnnin 440"1- ennif o Henning Project Manager cc: Ms. Dolores Marshall/Owner a"PT"'2DiG 1055 South Grady Way - Renton, Washington 98055 [7R7 Thic nanwr rnntainc SO%rervrlwd matwrial 7(1%nnct rnnci Imo, CITY OF RENTON LJLVELOPMENT SERVICES DIVISION LAND USE PERMIT MASTER APPLICATION PROPERTY OWNER(S) PROJECT LNQRMATION Note: If there is more than one legal owner, please attach an additional notarized Maste_Application for each owner. /, PROJECT OR DEVELOPMENT NAME: q NAME: (.16 /1 r" JIA.g•S 14ALL- S H 1 L T T �AIZS PROPERTY/PROJECT ADDRESS(S)/LOCATION: ADDRESS: 3712 LIF..icoL.IQ AveNue NE "'5 7 l Z Li Nic-ouN1 Aut5NUL ME R•a iTOtJ,\.vA g bC' sG CITY: ZIP: KING COUNTY ASSESSOR'S ACCOUNT NUMBER(S): IZEI.9Tot`►, \\t" 980Sto 334S-70 -02_00 TELEPHONE NUMBER: EXISTING LAND USE(S): (4 ZS ) -2_1 I - I S►044 LL- DFti'C.I._ vi tT H APPLICANT (if other than owner} ASScx_IA rer S1"P-uLTu R PROPOSED LAND USES: NAME: CEJ KX4 Le-FAHIc.Y Lore? t`t 2. L.A JeIzti PcFTor\J COMPANY (if applicable): EXISTING COMPREHENSIVE PLAN MAP DESIGNATION: G Mat't�oP� rJ \vEWPnt)JT, ink • Rt2S t l�cl tlA� S tt J L6 FAr ,�—Y ADDRESS: PROPOSED COMPREHENSIVE PLAN MAP DESIGNATION (if applicable): f9 O. P?c �03� — TJoT APrLIC- J t-E CITY: ZIP: EXISTING ZONING: DEVELOPMENT PLAN',:1NG 6,4421•116.7, ' s/A, 9€ o 14 raC?.S I f)Em,TIA,I. CIZ-&STY OF RENTON TELEPHONE NUMBER: MAR 15 1999 PROPOSED ZONING (if applicable): (4Z5 333— �9gS s,o,rte RECEIVED CONTACT PERSON SITE AREA (SQ. FT. OR ACREAGE): NAME: . 1. 73 ,64-2ESI 0R.. -75,SCa ¶QUAR E. pI-1 i c..L I P K (Y ZES FEc=T, COMPANY (i` applicable): PROJECT VALUE: (71C c .17�I2�ie ISCS ADDRESS: IS THE SITE LOCATED IN THE AQUIFER PROTECTION AREA? 2 3/2 C. SE 255-rti4 cvT .ZT KloT To et..lR- K►J(ywl.t.D6 d . CITY: ZIP: ��_ ��.L�Y \ /A ��02 IS THE SITE LOCATED IN ANY OTHER TYPE OF ENVIRONMENTALLY 7 SENSITIVE AREA? TELEPHONE NUMBER: THERG IS 44.9 G4Tl%Ci�'-'y Z. (3160) 08c.-77 8 C. \Veil- JD ON TWE PR-OPEQTY. « :'< <.` LEGAL DES( 'TION OF PROPERTY (Attach sE Ate sheet if necessary) 1'L "-A€•? See.. 477,644 . I . • TYPE OF'``APPLICATION & FEE Cheek all application types that apply--City staft will determine fees. _ ANNEXATION S SUBDIVISION: _ COMP. PLAN AMENDMENT S _ REZONE S _ LOT LINE ADJUSTMENT S SPECIAL PERMIT S . SHORT PLAT $ j�• TEMPORARY PERMIT S _ TENTATIVE PLAT S _ CONDITIONAL USE PERMIT S _ PRELIMINARY PLAT S _ SITE PLAN APPROVAL S _ FINAL PLAT S _ GRADE & FILL PERMIT S (NO. CU. YDS: ) PLANNED UNIT DEVELOPMENT: $ VARIANCE S (FROM SECTION: ) _ PRELIMINARY _ WAIVER S _ FINAL WETLAND PERMIT S ROUTINE VEGETATION MOBILE HOME PARKS: S MANAGEMENT PERMIT S _ BINDING SITE PLAN S SHORELINE REVIEWS: _ SUBSTANTIAL DEVELOPMENT $ _ CONDITIONAL USE S VARIANCE S EXEMPTION $No Charge X ENVIRONMENTAL REVIEW $ `j(O ° REVISION S AFFIDAVIT OF OWNERSHIP I, (Print Name) I-.raUCVh ?OSA-4K, declare that I am (please check one)_the owner of the property involved in this application, the authorized representative to act for the property owner (please attach proof of authorization), and that the foregoing stztyQi and answers herein containe nd t e information herewith submitted are in all respects true and correct to the best of my knowledge anajtieljif. �L%11f ^' ATTEST: Subscribed anJ sworni betfre��euf)tar Pu c, in and M R A`✓r -1 ) F��Ta K,1 for the State of siCing a;t �►•�""` (Nam6 ot Owner/Represent tive) 4x.>i d�.-d . 0nxh 1) .1G f 19 . V'16.„` es /I11111/0/1(Signature of Ow er/ epresentative) A •�` (Signat of Nota Public) p c.� (This section to be completed by City Staff.) _.,� City File Number: LV� I q t G�� A AAD BSP CAP-S CAP-U CPA CU-A CU-H LLA MHP FPUD FP PP R RVMP SA-A SA-H SHPL-A PL SP SM S E TP V.-A V-B V-H W TOTAL FEES: $ I 'j�� -'/2 TOTAL POSTAGE PROVIDED: S >C 1--t4) 7 ic�4 MASTERAP.DOC REVISED 8/9' CHAMBORD DEVELOPMENT, INC. MARSHALL PLAT FEBRUARY 10, 1999 LEGAL DESCRIPTION L.OT 7 IN BLOCK 4 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEA TTLE DIVISION NO. 7 AS PER PLAT RECORDED IN ✓OL LIME 16 OF PLATS, RECORDS OF KING COUNTY: SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASINGTON PK ENTERPRISES February 18, 1999 lilts. Jennifer Toth Henning, Sr. Planner =��.^LOPMENT PLANI;iNG CITY OF RENTON City of Renton bevelopment Services Division MAR 15 1999 :055 South Grady Way RECEIVED Renton, WA 98055 RE: A Short Subdivision Application for Eight (8) Residential Lots Located at 3712 Lincoln Avenue NE, Renton, Washington, 98056 (Pre-Application No. 98-64). )ear Ms. Henning: On behalf of Chambord Development, Inc., PK Enterprises is formally submitting a request for a short subdivision application for eight (8) single-family residential jots located at the above address. The tax account number is 334570-0200, and is _cat 7 of the Hillman's Lake Washington Garden of Eden Addition to the City of Seattle Division No. 7. The property is within the northeast quarter of Section 32, Township 24 North, Range 5 East, W.M., King County, Washington. The site is approximately 1.8 acres and has direct access to Lincoln Avenue NE (a public road). There is an existing residence with associated buildings on the property which will be removed upon full development. The topography on the property is varied, with a majority of the slopes ranging from 15 to 25 percent. The site is heavily vegetated with a mixture of deciduous and evergreen plant material. Where development is to occur, a majority of the existing vegetation will be removed for grading purposes. The zoning classification of this property and the adjacent area is R-8. Based on eight dwelling units per acre, the gross yield for this site is 14 lots. Due to existing slopes, the location of the wetland, and city development standards, the proposal is for eight (8) single-family lots with a minimum area of 4,500 square feet. At this time, the current valuation for the project is $175,000.00. From our research, it has been determined that there is a Category 2 wetland that generally traverses the property north and south along the eastern portion of the site. The approximate area of the wetland is 7,200 square feet and will require 23126 SE 285TH STREET • MAPLE VALLEY, WA • 98038 PHONE: (360) 886-7786 • FAX: (360) 886-9897 -? FEBRUARY 18, 1999 c 50-foot wide buffer. The location of this sensitive area reduces the development potential of the property significantly. In our review of your Wetland Regulations (Section 4-3-110), there appears to be the potential to reduce the buffer requirements and alter the location on the property with the appropriate mitigation. The applicant is proposing to shift a portion of the wetlands east and reduce the required buffer width twenty-five (25) percent. It is understood that the buffer may be required to be enhanced and that mitigation for the wetlands on the property may be up to three (3) times the area altered. If this cannot be met on- :site, then off-site mitigation may be approved by the City. The proposed eight (8) lot subdivision will require review through the short :;ubdivision process and require a public hearing. The minimum interior lot width is 50 feet; 60 feet on the corner lots. As required in this zone, the minimum lot area 'or each lot is 4,500 square feet. The proposed building yard setbacks meet the standard requirements: front yard is 15 feet (20 feet for the garage); side yard is 5 feet; and rear yard is 20 feet. The maximum height for any new structure will not exceed 30 feet, which is allowed by code. Where development is to occur, it is estimated that there will be approximately 8,000 cubic yards of earthwork to be roved for the grading of the private road easement, drainage facility, lots, and mprovements to Lincoln Avenue NE. The developer will attempt to balance this amount on the site, however, a majority will need to be exported to protect the wetland and buffer areas. The proposed access to the plat will be a private access easement (26'-wide) terminating with a hammerhead. Lots 1 and 4 will have direct access to Lincoln Avenue NE, thus allowing only six (6) lots being served by the proposed private road. As part of your review, we believe that lot 1 should also have the ability to access the private easement, thus reducing the number of access points onto Lincoln Avenue NE. In addition, the applicant will be required to make street frontage improvements along Lincoln Avenue NE. The applicant is proposing to control surface water runoff via a wet vault located in the access easement. At this point, the water will be treated and conveyed north and west and connect to the existing storm water system in Lincoln Avenue NE (easements through lots 1 and 8). Water is available in Lincoln Avenue NE, however, sewer will be required to be extended from the north (approximately 850 feet). -3- FEBRUARY 18,1999 As required, we are submitting the following information for your review: • Affidavit of Installation of Public Sign/Flyer Box 2 (Original + copy) • Master Application 12 (Original + 11 copies) • Environmental Checklist 12 copies (signed) • Plat Certificate 5 copies • Mailing Labels 2 sets • List of Surrounding Property Owners 2 copies (notarized) • Pre-application Meeting Summary 5 copies • Legal Documents 5 copies • Project Narrative 12 copies • Construction Mitigation Description 5 copies • Neighborhood Detail Map 11 copies • Short Plat Map 12 copies • Topography Map 11 copies • Utility Plan 5 copies • Drainage Control Plan 5 copies • Drainage Report 4 copies • Grading Plan 12 copies • Street Profiles 11 copies • Tree Cutting/Land Clearing Plan 11 copies • Wetland Delineation Map/Study 12 copies • Plan Reductions (elevations, utilities, site, and neighborhood maps) 1 set (8 Z" x 11") • Colored Display Maps (neighborhood & site) 1 set • Fees The following is the name and address of the property owners and the consultant who are involved in the processing of the application: Owners: Ms. Dolores Marshall 11414 164th Avenue SE, Space 3 Renton, WA 98059 (425) 432-4448 Mr. Lawrence Mack 25040 214th Place SE Maple Valley, WA 98038 (425) 432-4448 - FEBRUARY 18,1999 Developer: Chambord Development, Inc. P.O. Box 637 Carnation, WA 98014 (425) 333-6998 Engineer/Surveyor: Eastside Consultants, Inc. 415 Rainier Boulevard North Issaquah, WA 98027 (425) 392-5351 Planning/Consultant: PK Enterprises 23126 SE 285Th Street Maple Valley, WA 98038 (360) 886-7786 (361) We appreciate your time and effort to review our proposal. If there are any questions and I may be of assistance, please call me at (360) 886-7786. Sincerely, PK Enterprises Mr. Phillip Kitzes Enclosures CC Ms. Dolores Marshall Mr. Lawrence J. Mack Mr. LaVern Poston, Chambord Development Ms. Laura Grinon, Eastside Consultants,Inc. CITY �F RENTON • DEVELOPMENT SERVICES DIVISION AFFIDAVIT OF INSTALLATION OF PUBLIC INFORMATION SIGN(S) ti STATE OF WASHINGTON ) b COUNTY OF KING ) PHI L_L-I I"' I '- t T"Z.5" , being first duly sworn on oath, deposes and says: 1. On the I 0 H day of I''1 -CH , 19 , I installed i public information sign(s) and plastic flyer box on the property located at 371 Z L1/J O">J AV b• tN for the following project: f'l AL H . S HOicr Project name hOL.p 2c.S >t,4,e5}1 1A-, 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_Chapter 7 Title 4 of Renton Municipal Code. Installer Signat e SUBSCRIBED AND SWORN to before me this ,7_" day of (1/7 , 199' . \, T. H sSi 0 N .:(:(Z$14:•00 (Aae.6' NOTARy�� NOTARY PUBLI m and for the State of Washington, CI,, — 1 — :z - residing at C°Cl� = pusuc ;;�� My commission expires on k`'// 5/2O0I2 PUBSIONS.DOC I '•, 5,.• \ �. REV.7f98 "l ;'W `;;%% 6. Responsibility for Update of Sign and Installation of Notices of Environmental Determination and Public Hearings: Once the basic sign, laminated site plan, and plastic case have been installed by the applicant, the Development Services Division will post a laminated notice of the project's acceptance at the site as well as fill the plastic case with loose copies of the same notice. The Development Services Division will subsequently be responsible for posting any environmental determination, notice of hearing, and final decision. Several local companies that provide laminating services are Graphics Laminating (425-251- 3583), Highland Packaging Center (425-226-7573), and Kinko's Copies (206-244-8884). 7. Return of the Plastic Flyer Case to the Development Services Division: The plastic case must be returned to the Development Services Division (6th Floor) prior to plat recording. I1 • PK ENTERPRISES February 8, 1999 OWNER AUTHORIZATION FOR MARSHALL SHORT SUBDIVISION (PRE-APPLICATION NO. 98-64) I, c ��_� -� 71'27 L zJ� .�f , hereby certify that I am an/the owner of the property which is the subject of this application for permit or approval. If I am not the sole owner of the property, I certify that I am authorized by any and all other owners of the property to make this certification and transfer any and all rights I/we have to apply for this permit or approval to Chambord Development, Inc. I thereby certify that Chambord Development, Inc., is the "applicant" for this permit or approval and shall remain the "applicant" for the duration of this permit or approval unless "applicant" status is transferred in writing to the appropriate department within the city. Signature of Owner (Representative) Date Signed CITY c,r- r.�r�ruN Pp 1 EC VIED 23126 SE 285 STREET • MAPLE VALLEY, WA • 98038 PHONE: (360) 886---86 • FAX; (360) 886-989' I' K ENTERPRISES February 8, 1999 OWNER AUTHORIZATION FOR MARSHALL SHORT SUBDIVISION (PRE-APPLICATION NO. 98-64) I, )9‘4.0 , hereby certify that I am an/the owner of the prppert' which is the subject of this application for permit or approval. If I am Xot the sole owner of the property, I certify that I am authorized by any and all other owners of the property to make this certification and transfer any and all rights I/we have to apply for this permit or approval to Chambord Development, Inc. I thereby certify that Chambord Development, Inc., is the "applicant" for this permit or approval and shall remain the "applicant" for the duration of this permit or approval unless "applicant" status is transferred in writing to the appropriate department within the city. aaNnA,tpi /ea/ k -97,1 Signature of Owner (R43resentative) Date Signed 23126 SE 283TH STREET • MAPLE VALLEY, WA • 98038 PRONE: (360) 886---86 • FAX: (360) 886-989" CITY OF RENTON ENVIRONMENTAL CHECKLIST A. BACKGROUND. 1. Name of proposed project, if applicable: Marshall Property Short Plat 2. Name of Applicant: Chambord Development, Inc. 3. Address and phone number of applicant and contact person: Applicant: P. O. Box 637 Carnation, WA 98014 (425)333-6998 Contact:Mr. La Vern Poston Agent: PK Enterprises 23126 SE 285'h Street Maple Valley, WA 98038 (360) 886-7786 Contact:Mr. Phillip Kitzes -cGp1 CITY 4. Date checklist prepared: GFR N G N''NG MQR 7 5 16,99 February 8, 1999 5. Agency requesting checklist: City of Renton Development Services Division. 6. Proposed project timing or schedule (include phasing, if applicable): Development and construction of residences to occur upon receipt of applicable permits. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 8. List any environmental information you know about that has been prepared, - ---- or will be prepared, directly related to this proposal. Wet/and Assessment(prepared by J.S. Jones Associates, Inc.) 9. Do you know of pending applications for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. 10. List any government approvals or permits that will be needed for your proposals, if known. Short P/at/Short Subdivision(5-9 lots) SEPA Building Permits Right-of-Way Permit(potential) 11. Give a complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in the checklist which ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The proposal is to subdivide approximately 1.73 acres (Marshall Property) into eight (8) single-family residential lots. The property is zoned R-8, with a minimum lot size of 4,500 square feet. There is an existing wet/and on the property that will remain without disturbance. The applicant is proposing to average the buffer width (not less than 25 feet), which is supported in the Wetland Assessment prepared by J. S. Jones & Associates, Inc. All existing structures on the property will be removed upon completion of the development. Access for six (6) of the proposed lots will be via a twenty-six(26) foot wide private road easement (20 feet of pavement) with an approved road terminus. The remaining lots will have direct access onto Lincoln Avenue NE 12. Location of the proposal. Please give sufficient information for a person to understand the precise location of your project, including street address, if any. If a proposal would occur over a range of area, please provide the range or boundaries of the site(s). Please provide a legal description, site plan, vicinity map and topographic map, if possible. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to the submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to the checklist. (Indicate if maps or plans have been submitted as part of a permit application). The proposed project is located at 3712 Lincoln Avenue NE Renton, Washington, 98056. The Assessor's Parcel No. is 334570-0200 and is Lot 7 of the Hillman's Lake Washington Garden of Eden Addition to the City of Seattle Division No. 7. The property is within the Northeast Quarter of Section 32, Township 24 North, Range 5 East, W.M. (Please see attached legal description and vicinity map). TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY B. ENVIRONMENTAL ELEMENTS. I. Earth. a. General description of the site (underline one): Flat. rolling, hilly, steep slopes, mountainous, other b. What is the steepest slope on the site (approximate percent of slope): The steepest slope on the property is approximately 35-38 percent.. c. What general types of soil are found on the site (for example. clay, sand. gravel, peat, muck)? If you know the classification of agricultural soils, please specify and note any prime farmland. The soil type is Alderwood gravelly sandy loam. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are no surface indications of unstable soils on, or in the vicinity of the proposed site location. e. Describe the purposes, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. There will be approximately 8,000 cubic yards of earthwork to be moved for the grading of the private road easement, drainage • TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY facility, and lots. The developer will attempt to balance this amount on the property, however, a majority of this quantity will need to be exported from the site to protect the wet/and and buffer area. (Please see grading p/an prepared by Eastside Consultants, Inc.) f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes, however, the appropriate grading and temporary erosion control measures will be implemented to minimize the potential for erosion during the construction phase of this project (Please see grading p/an prepared by Eastside Consultants, Inc.) 2. About what percent of the site will be covered with impervious surfaces after construction (for example, asphalt or buildings)? Upon completion, approximately 26 percent of the site will be covered with impervious surfaces (i.e. access road, driveways, buildings). h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Clearing will be limited to the areas for the construction of the lots, access road, and storm drainage facility. The construction of drainage ditches, silt control, fencing, and sediment ponds will be utilized to reduce potential erosion from the development. 2. :SIR a. What types of emissions to the air would result from the proposal (i.e. dust, automobile, odors, industrial wood smoke) during construction, and when the project is completed? If any, generally describe and give approximate quantities if known. Temporary emissions from equipment and dust will occur during construction phase. Construction equipment will comply with applicable air quality regulations. Upon completion, air emissions from vehicular traffic will be increased from the future residents. In addition, there may be added smoke from fireplaces, which is typical of any residential development. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY b. Are there any off-site sources of emissions or odor which may affect your proposal? If so, generally describe. None, to our know/edge c. What are the proposed measures to reduce or control emissions or other impacts, if any: All applicable EPA and DOE standards governing air quality relative to construction will be adhered to during construction of the development. 3. WATER. a. Surface: 1) Is there any surface water on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, associated wetland)? If yes, describe type, provide names, and, if known, state what stream or river it flows into. Yes. There is an existing seasonal water course traversing the property north and south that has been delineated on the Short Subdivision Map. 2) Will the project require any work over or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. Yes. This seasonal water area is associated with an existing Category 2 wetland on the property. As allowed through buffer averaging, a minimum 25-foot wide buffer is proposed to insure this area will not be affected by the future development. (Please see Wetland Assessment by T.S. Jones and Associates, Inc.) TO BE COMPLETED BY APPLICANT EVALUzATION FOR AGENCY USE ONLY 3) Estimate the amount of fill and dredge material that would be placed in or removed from the surface water or wetlands and indicate the area of the site that would be affected. Indicate source of fill materials. Not applicabk. 4) Will surface water withdrawals or diversions be required by the proposal? Give general description, purpose, and approximate quantities, if known. No. 3) Does the proposal lie within a 100-year floodplain? Note location on the site plan, if any. No. 6) Does the proposal involve any discharges of waste materials to surface waters? It' so, describe the type of waste and anticipated volume of discharge. No. b. Ground: l) Will ground water be withdrawn or recharged? Give general description, purpose, and approximate quantities, if known. No. 2) Describe waste water material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. The proposed lots will be served by a public sewer system. Therefore, no waste material is anticipated to be discharged into the ground TO BE COMPLETED BY APPLICANT EV.ALUTATION FOR AGENCY USE ONLY c. Water Runoff(including storm water): 1) Describe the source of runoff and storm water and method of collection and disposal, if any (include quantities, if known). Where will this water flow:' Will the water flow into other waters? If so, please describe. Storm water runoff will be collected in a series of catch basins and conveyed through an underground pipe system to a detention vault. At this point, the water is treated and discharged into the existing storm water system located in Lincoln Avenue NE 2) Could waste materials enter ground or surface waters? If so, generally describe. Residue from vehicular traffic on the paved surfaces (i.e. driveways, the access road, etc.) may be included in the storm water runoff Typically, these pollutants are treated via the use of an oil/water separator device as part of biofiltration, which will be included in the storm water system design. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: A complete storm water system will be constructed per City Code and is reflected in the subdivision application. A Level 1 Drainage Analysis has been prepared for this specific development that outlines the necessary procedures and requirements to control storm water runoff for the proposed plat. (Please see Level 1 Drainage Analysis and drainage plan prepared by Eastside Consultants, Inc.) 4. PLANTS. a. Check or circle types of vegetation found on the site: xx deciduous tree: alder, maple, aspen, other xx evergreen tree: fir, cedar, pine, other xx shrubs xx grass pasture • TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY • crop or grain wet soil plants: cattail, buttercup, bulirush, skunk cabbage, other xx water plants: water lily, eelgrass, milfoil, other xx other types of vegetation: ornamental vegetation (Please see Wetland Assessment prepared by J.S. Jones and Associates, Inc. for a more complete list of vegetation on site). b. What kind and amount of vegetation will be removed or altered? Within the proposed development area, a majority of the existing vegetation will be removed for the construction of the access road and proposed residences. c. List any threatened or endangered species known to be on near the site. None, to our knowledge. d. List proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: None is proposed at this time. Landscaping on the individual lots will be the responsibility of the future property owners. • 5. ANLMALS. a. Circle (underline) any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds: hawk, heron, eagle, songbird, other Mammals: deer, bear, elk, beaver, other Fish: bass, salmon, trout, shellfish, other b. List any threatened or endangered species known to be on or near the site. None, to our knowledge. G. Is the site part of a migration route? If so, explain. Not to our knowledge TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY d. Proposed measures to preserve or enhance wildlife, if any: None are proposed at this time. 6. ENERGY AND NATURAL RESOURCES. a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's needs? Describe whether it will be used for heating, manufacturing, etc. Electricity will be the primary source for lighting and power and gas will be the primary source for heating within the development. b. Would your project affect the potential use of solar energy by adjacent properties? If so, describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? None. 7. ENVIRONMENTAL HEALTH. a. Are there any environmental health hazards, exposure to toxic chemicals, including risk of fire and explosion, spill, or hazardous waste, that occur as a result of this proposal? If so, describe. None to our know/edge. I. Describe Special Emergency services that might be required. None. Typical emergency services for single-family residential development will be required upon full development of the project. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 2. What are the proposed measures to reduce or control environmental health hazards, if any: Compliance with OSHA regulations will minimize the potential for potential environmental hazards during the construction phase of this project. b. Noise. 1. What type of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Existing noise in the area will not affect this project. 2. What types of levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Temporary construction noise may be generated during installation of the facility. Construction will be limited to normal daytime working hours. 1. What are the proposed measures to reduce or control noise impacts, if any: Increased noise levels due to construction will be restricted to the above mentioned hours to reduce any impacts to the adjacent properties. 8. LAND AND SHORELINE USE. a. What is the current use of the site and adjacent properties? There is an existing primary residence with associated structures on the property. The adjacent land uses are primarily single-family development. b. Has the site been used for agricultural purposes? If so, describe. No. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. Describe any structures on the site. As stated before, there is a single-family residence with associated outbuildings on the property. d. Will any structures be demolished? If so, what? All existing structures will be removed upon completion of the development. e. What is the current zoning of the site? The current zoning is Residential(R-8). f. What is the current comprehensive plan designation of the site? The current comprehensive plan designation is Residential Single Family. g. If applicable, what is the current shoreline master program environment designation of the site? Not applicable. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Yes. There is a Category 2 Wetland that traverses the property north and south towards the eastern portion of the site. i. Approximately how many people would reside or work in the completed project? We anticipate that approximately 20 to 24 people will reside within the completed project. j. Approximately how many people would the completed project displace? Approximately 2 people currently residing at the property that will be displaced upon construction of this development. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY k. What are proposed measures to avoid displacement or other impacts, if any: None are proposed at this time. 1. What are the proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Again, the adjacent neighborhood is primarily single-family residences. Therefore, the proposed subdivision, is compatible with the existing uses of the area. 9. HOUSING. a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing. The proposal is for eight (8) middle-income single-family housing units. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. One (1) middle-income residence will be eliminated upon completion of the project. c. What arc the proposed measures to reduce or control housing impacts, if any: None are proposed at this time. 10. .%ESTHETICS. a. What is the tallest height of any proposed structure(s) not including antennas; what is the principal exterior building material(s)proposed? The maximum height of any new structure will not exceed the height limit allowed in the R-8 zone which is 30 feet. b. What views in the immediate vicinity would be altered or obstructed? Any territorial views that exist are screened by the existing vegetation and tree line to the west and north. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. What are the proposed measures to reduce or control aesthetic impacts, if any? None are proposed at this time. 11. LIGHT AND GLARE. a. What type of light or glare will the proposal produce? What time of day would it mainly occur? None. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. c. What existing off-site sources of light or glare may affect your project? None, to our knowledge. d. What are the proposed measures to reduce or control light and glare impacts, if any: None are proposed at this time. 12. RECREATION. a. What designated and informal recreational opportunities are in the immediate vicinity? May Creek Park is located about one-half mile south of the development. Haze/wood Park is approximately one mile north east of the property. b. Would the proposed project displace any existing recreational uses? If so, describe. No. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY c. What are the proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: The developer proposes to pay any park mitigation fees required by the city to offset any impacts from the development. 13. HISTORIC AND CULTURAL PRESERVATION. a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. Not to our knowledge. b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on the site. There are none, to our knowledge. c. What are the proposed measures to reduce or control impacts, if any: None are proposed at this time 14. TRANSPORTATION. a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any: Direct access to the project will be via a proposed private access easement from Lincoln Avenue NE (public road). (Please see the short subdivision plat map for additional information). b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? At this time, there is no public transit system directly serving this property. The nearest transit stop is the Park-and-Ride located at the intersection of N. 30`" Street and State Route 405. TO BE COMPLETED BY.APPLICANT EVALUATION FOR AGENCY USE ONLY c. How many parking spaces would the completed project have? How many would the project eliminate? Not including spaces on proposed driveways, each lot will have a minimum of two covered parking spaces (garage), for a minimum total of 16 spaces. Approximately two spaces will be eliminated from this proposal. d. Will the proposal require any new roads or street, or improvements to any existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). Yes. The project requires a private access easement(26 feet wide) to serve the project. In addition, there will be some improvements to Lincoln Avenue NE, as shown on the street plans and profiles prepared by Eastside Consultants, Inc. e. Will the project use or occur in the immediate vicinity of water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Assuming an average of 10 vehicular trips per day, there will be approximately 80 trips generated from the proposed subdivision (ITE Manual). Of this amount, approximately 8 of these trips will occur during peak hours. g. What are proposed measures to reduce or control transportation impacts, if any: The developer agrees to the prescribed amount of traffic mitigation fees as required by the City of Renton. TO BE COMPLETED BY APPLICANT EVALUATION FOR AGENCY USE ONLY 15. PUBLIC SERVICES. a. Would the project result in an increase need for public services (for example: tire protection, police protection, health care, schools, other)? If so, generally describe. Yes. There would be an increased need for fire and police protection due to an additional 7 lots in the area. Also, there will be an impact on the present school system. b. What are proposed measures to reduce or control direct impacts on public services, if any: Property taxes and school mitigation revenues generated from the addition residences will mitigate impacts incurred from this development. 16. UTILITIES. a. Circle (underline) utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other: cable television. (Water and sewer will need to be extended to the property from the north and south in Lincoln Avenue NE). b. Describe the utilities which are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Electricity Puget Sound Energy Gas Puget Sound Energy Water City of Renton Refuse City of Renton Telephone US West Communications Sewer Coal Creek Utility District Cable TCI Cablevision of Washington, Inc Connection(s) to the above mentioned utilities will be negotiated with the individual purveyor during the building permit and construction phases of this project. There may also be a need for a right-of-way permit(s) to gain access to the property upon construction. C. SIGNATURE. The above answers are true to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. • Agent for the A plicant Date Submitted: 2. /d • S CHAMBORD DEVELOPMENT, INC. MARSHALL PLAT FEBRUARY 10, 1999 LEGAL DESCRIPTION LOT 7 IN BLOCK 4 OF C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY OF SEA TTLE DIVISION NO. 7, AS PER PLAT RECORDED IN VOLUME 16 OF PLATS, RECORDS OF KING COUNTY,• SITUATED IN THE CITY OF RENTON, COUNTY OF KING, S TA TE OF WASHINGTON. I S. Jones and Associates. Inc. r� _ ems` � L ` ` .i . - ' .-- ; s 7r7 _ „ _�ri'k -Rips ,�_ _ k ' ••' 1 ,x1 F s 1 ' l'.. 'I _„, .: .A N. ! y tp h r r� `� I ' ', sow•.: Cog r_, ...\ly ; C:112rari L____.F-4P-c, 1 `.. .! .i 1.. E ,,ci, iL-----1 c •-f. s At . .. ;.. ( .....21--ly _ . ji60#00,.._ i i N diM l Cf1w9wrrr-- 1996 Debar= Street Ada§.11SrA 1 i T 3712 Lincoln Avenue N.E. Renton, Washington Figure 1.0 Vicinity Map 2 1Fpb-O5-99 05 :45P P _ 02 TRANSNATION TITLE INSURANCE COMPANY 14450 N.E. 29TH PLACE BELLEVUE, WA 98007 Prepared for : Transnation No. 3111089 Customer Reference: JOHN L SCOTT, INC Escrow No. MAIN BELLEVUE Seller Marshall 188 106TH AVE NE, #600 Buyer/ rrow Saltillo Dev. BELLEVUE, WA 98004 Attn: 2/1 RICH VANASEK By CLGZ -441` For sery e o his order call : (425) 64 -8583/1-800-441-7701 HARRY O. DREW, RANDY L. RIEMAN, JACKIE K. LINCECUM or ERIN L. BERGERON (FAX # (425) 646-8576) SCHEDULE A EFFECTIVE DATE: June 12 , 1998 at 8 : 00 A.M. 1. Policy or policies to be issued: Amount ALTA Owner' s Policy $200, 000 . 00 Premium $543 .00 Standard Policy (Residential Resale Rate) Tax $ 46 .70 Proposed Insured: SALTILLO DEVELOPMENT CORPORATION ALTA Loan Policy TO BE DETERMINED Premium (SEE NOTE 5) Extended Policy Tax Proposed Insured: TO BE DETERMINED 2 . Title to fee simple estate or interest in said land is at the effective date hereof vested in: LAWRENCE J. MACK, AS HIS SEPARATE ESTATE AN UNDIVIDED 1/2 INTEREST; AND DOLORES MARSHALL, AS HER SEPARATE ESTATE, AN UNDIVIDED 1/2 INTEREST 3 . The land referred to in this commitment is described as follows : LOT 7 IN BLOCK 4 OF C.D. HILLMAN'S LAKE WASHINGTON GARDED OF EDEN ADDITION TO THE CITY OF SEATTLE DIVISION NO. 7, AS PER PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 18, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. OEVELOPILIENT PLAN;SING CITY OF RENTON MAR 1 1999 RECEIVED Jun 15-�9 12 : 17P l"io'caSHP �H 1.. Oo TRANSMATION TITLE INSURANCE COM?ANY.,`LLl _ ENT F 144.$0 N.E . 29TH PLACE Cli l OF REN • BSLLBWE, WA 98007 Prepa:_-ed for: Transnation No . �: 31"Tt 89 Customer Reference: JOHI7 L SCOTT, INC Escrow No_ --- MAIN BELLEVLUE Seller Marshall 188 /06TH AVE NE, #600 Buyer/Borrower Saltillo Dev. EELLEVUE, WA 98004 Attn: 2/1 RICH VANASb K By_. For service on this order call : (425) 646-8583/1-800-441--101 HARRY 0_ DREW, RANDY L. RIEMAN. JACKIE K_ LINCECt7M or ERIN L. BERGERON (FAX # (425) 646-8576) SECOND COMMITMENT SCHEDULE A EFFECTIVE DATE: June 8, 1999 at 8 :0 0 A.m. 1_ Policy or policies to be issued: Amount ALTA Owner's Policy S200, 000.00 Premium 5543.00 Standard Policy (Residential Resale Rate) Tax $ 46. 70 Proposed Insured: SALTILLO DEVELOPMENT CORPORATION ALTA Loan Policy TO SE DETERMINED Premium (SEE NOTE 5) Extended Policy Tax Proposed Insured: TO BE DETERMINED 2 . Title to fee simple estate or interest in said land is at the effective date hereof vested in: LAWRENCE J. MACK, AS HIS SEPARATE ESTATE AN UNDIVIDED 1/2 INTEREST; AND DOLORYS MARSHALL, AS HER SEPARATE ESTATE, AN UNDIVIDED 1/2 INTEREST 3 _ The land referred to in this commitment is described as follows : LOT 7 IN BLOCK 4 OF C.D. HILLMAN'S LAKE WASHINGTON GARDED OF EDEN ADDITION TO THE CITY OP SEATTLE DIVISION NO. 7, AS PER PLAT RECORDED IN VOLUME 26 OF PLATS, PAGE 2 8, RECORDS OP KING COUNTY; SITUATE IN THE CITY OF RENTON. COUNTY OF KING, STATE OF WASHINGTON. Jun-15-99 12 : 17P P _ 03 -44 , , Order No. 3111089 SCHEDULE B REQUIREMNTS. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record_ EXCEPTIONS . Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. A. Defects, liens, encumbrances, adverse claims or ocher matters. if any, created, first appearing in the public records or attaching subsequent co 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 Commicment . B . Standard exceptions set forth in inside of back cover. C. Special exceptions: 1_ Real Estate Excise Tax pursuant co the authority of RCW Chapter 82 .45 and subsequent amendments thereto. As of the dace herein, the tax rate for said property is _ 0178 . 2 . General Taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency; (1st halt delinquent May 1; 2nd half delinquent November 1) Tax Account Na. Year Billed paid Balance 334570-0200-01 1997 $1, 608 . 85 $0 . 00 $1, 680 . 85 1998 $1, 526 .64 $0. 00 :1, 526 .64 The levy code for the property herein described is 2152 for 1998 . 3 . Liability for Surface Water Management (SWM) Service Charge, if any, which are not presently assessed, but may appear on future rolls . 4 . Conservation (CON) Service Charge, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency; (1st half delinquent May 1; 2nd half delinquent November 1) Tax Account No. Year Billed Paid balance 334570-0200-01 1997 $2 .25 $0 . 00 $1 .25 1998 $5 .00 $0 . 00 $5 .00 Page 2 Jun-15-99 12 : 17P P _ 05 JVtI-1_,-1'4' 'lu rrtpl i Ln,i Order No. 3111089 5 . NOTICE OF TAP OR CONNECTION CHARGES WELCH HAVE BEEN OR WILL BE DUE IN CONNECTION WITH DEVELOPMENT OR RE-DEVELOPMENT OF THE LAND AS DISCLOSED BY RECORDED INSTRUMENT_ INQUIRIES REGARDING THE SPECIFIC AMOUNT OF THE CHARGES SHOULD BE MADE TO THE CITY/COUNTY/AGENCY_ CITY/COUNTY/AGENCY: King County Water District No, 107 RECORDED: April 9, 1993 RECORDING NO. : 9304091250 6 _ EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE Kenneth R. Taylor and Catherine A. Taylor PURPOSE: Ingress, egress and utilities AREA AFFECTED: The South 10 . 00 feett -of Loc 7 RECORDING NO_ : 8901050076 7 _ EASEMENT AND THE TERMS AND CONDITIONS THEREOF'_ PURPOSE: Ingress, egress and utilities AREA AFFECTED: Over South 10 .00 feet of Lot 7 RECORDING NO. . 8812190710 8 . MATTERS SET FORTH BY SURVEY: RECORDED: November 15, 1988 RECORDING NO. : 8811159005 DISCLOSES : Possible fence encroachment along Northerly Boundary 9 . The land described in this commitment appears to be residential in nature and may be subject to the provisions of 6 .13 .00 provided the land is occupied as a _homest.ead_ If the land is occupied as a hometead, all instruments conveying or encumbering the land must be executed by each spouse, individually, or by an attorney-in-face . NOTE 1: • Evidence should be submitted which shows that Saltillo Development Corporation is a duly authorized business entity (e.g , a corporation or a partnership or a joint venture) , together with evidence-of the identity and authority of the parties who will execute the forthcoming instruments for cbe named entity_ NOTE 2 : According to the application for title insurance, the proposed insured(s) is/are Saitillo Development Corporation. We find no pertinent matters of -record against the name{s) of said party l ies) . Page 3 Jun- 15-J9 12 : 17P P _ 04 Jl.✓•-1:•-1'777 1_7 _ rr�,n'i i4cr. -_. Order No. 3111089 NOTE .1 : The above captioned description may be incorrect , because the application for title insurance contained only an address and/or Parcel Number_ Prior co closing, all parties to the transaction must verify the legal description- If further changes are necessary, notify the Company well before closing so that chose changes can be reviewed. Clocing instructions musr indicate that the legal description has been reviewed and approved by all parties. NOTE 4: If applicable, the owner's policy to issue will contain the WLTA Homeowner' s Additional Protection Endorsement (1/12/95) which contains certain additional coverage for residentially occupied properties . A sample of the endorsement will be provided upon request. If additional owner ' s coverage is desired, please contact your title officer to discuss the Company' s requirements . NOTE 5 : The Company has been asked to issue a lender 's policy without disclosure of the liability amount This commitment shall be effective- only when the amount of the policy committed for has been inserte4 in Schedule A hereof. The Company may have further requirements if the undisclosed amount to be insured exceeds the current assessed valuation NOTE 6: Assessed Valuation: Land: $85, 000 .00 Improvements: $30, 000.00 NOTE 7 : The tax assessor's records disclose the current property address to be: 3712 Lincoln -Avenue NE, Renton, WA secs‘ ,SOTS P The following may he used as an abbreviated legal description on the documents to be recorded, per amended--RCW 65 _ 04 _ SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. LOT 7 BLOCK 4 C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADD DIV #7 VOL 16 PAGE 18 NOTE 9: THE MATTERS RELATING TO TER QUESTIONS OF SURVEY, RIGHTS OF PARTIES IN- POSSESSION AND UNRECORDED LIENS FOR LABOR AND MATERIAL HAVE BEEN _CLEARED FOR THE LOAN POLICY WHICH, WHEN ISSUED, WILL CONTAIN THE WLTA 100 ENDORSEMENT. THE LOAN POLICY OFFERS ADDITIONAL COVERAGE WHICH WILL NOT BE PROVIDED IN THE OWNER' S POLICY TO BE ISSUED, EXCEPT AS SPEC/PIED IN THE HOMEOWNER'S ADDITIONAL PROTECTION a ENDORSEMENT_ Page 4 Jun- 15_99 1 2 : 17P _ P 06 ��__ ��• i .•.v r. • r a-r Order No_ 3111089 END OF EXCEPTIONS Investigation should be made to determine if there are any service, installation, maintenance or construction charges for sewer, water, or electricity_ In the event this transaction fails to close, a cancellation fee will be charged for services rendered in accordance with our -rate schedule. JRL/j 1 ENCLOSURES : Sketch Vesting Deed Paragraphs 5-8 Questionnaire C_apies_ haye been sent to the following:- TRANSNATION TITLE INSURANCE COMPANY 188 106TH AVE. N_E. , #660 WASHINGTON MUTUAL PLAZA BLDG. BELLEVUE, WA 98004 Attn: 2/1 MARTY/750279MT - Page 5 TOTAL F'.Ot. • • TRANSNATION TITLE INSURANCE COMPANY CITY OF HENTCyN 14450 N.E. 29TH PLACE RE��V�D BELLEVUE, WA 98007 BUIL ` MAY 2 719,19s9ioN Prepared for: Transnation No. 31110E9 Customer Reference: JOHN L SCOTT, INC Escrow No. MAIN BELLEVUE Seller Marshall 188 106TH AVE NE, #600 Buyer/ rrow Saltillo Dev. Attn: BELLEVUE,2 WA 98004 y Attn: 2/1 RICH VANASEK B � For serve o is order call: (425) 64 -8583/1-800-441-7701 HARRY O. DREW, RANDY L. RIEMAN, JACKIE K. LINCECUM or ERIN L. BERGERON (FAX # (425) 646-8576) SCHEDULE A EFFECTIVE DATE: June 12, 1998 at 8 :00 A.M. 1. Policy or policies to be issued: Amount ALTA Owner' s Policy $200, 000. 00 Premium $543.00 Standard Policy (Residential Resale Rate) Tax $ 46.70 Proposed Insured: SALTILLO DEVELOPMENT CORPORATION ALTA Loan Policy TO BE DETERMINED Premium (SEE NOTE 5) Extended Policy Tax Proposed Insured: TO BE DETERMINED 2. Title to fee simple estate or interest in said land is at the effective date hereof vested in: LAWRENCE J. MACK, AS HIS SEPARATE ESTATE AN UNDIVIDED 1/2 INTEREST; AND DOLORES MARSHALL, AS HER SEPARATE ESTATE, AN UNDIVIDED 1/2 INTEREST 3 . The land referred to in this commitment is described as follows : LOT 7 IN BLOCK 4 OF C.D. HILLMAN'S LAKE WASHINGTON CARDED OF EDEN ADDITION TO THE CITY OF SEATTLE DIVISION NO. 7, AS PER PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 18, RECORDS OF KING COUNTY; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. T 'd eT2 :80 6T L2 Rew • Order No. 3111089 SCHEDULE B REQU::REMENTS. Instruments necessary to create the estate or interest to be insured must be properly executed, delivered and duly filed for record. EXCEPTIONS. Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the Company. 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. Standard exceptions set forth in inside of back cover. C. Special exceptions: 1. Real Estate Excise Tax pursuant to the authority of RCW Chapter 82 .45 and subsequent amendments thereto. As of the date herein, the tax rate for said property is . 0178. 2 . General Taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent May 1; 2nd half delinquent November 1) Tax Account No. Year Billed Paid Balance 334570-0200-01 1997 $1,608.85 $0 .00 $1, 680.85 1998 $1, 526.64 $0 . 00 $1, 526 .64 The levy code for the property herein described is 2152 for 1998. 3 . Liability for Surface Water Management (SWM) Service Charge, if any, which are not presently assessed, but may appear on future rolls. 4. Conservation (CON) Service Charge, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency: (1st half delinquent May 1; 2nd half delinquent November 1) Tax Account No. Year Billed Paid Balance 334570-0200-01 1997 $1.25 $0.00 $1.25 1998 $5.00 $0. 00 $5. 00 Page 2 z •d eT2 :80 6T La ReW Order No. 3111089 5 . NOTICE OF TAP OR CONNECTION CHARGES WHICH HAVE BEEN OR WILL BE DUE IN CONNECTION WITH DEVELOPMENT OR RE-DEVELOPMENT OF THE LAND AS DISCLOSED BY RECORDED INSTRUMENT. INQUIRIES REGARDING THE SPECIFIC AMOUNT OF THE CHARGES SHOULD BE MADE TO THE CITY/COUNTY/AGENCY. CITY/COUNTY/AGENCY: King County Water District No. 107 RECORDED: April 9, 1993 RECORDING NO. : 9304091250 6 . EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: Kenneth R. Taylor and Catherine A. Taylor PURPOSE: Ingress, egress and utilities AREA AFFECTED: The South 10.00 feet of Lot 7 RECORDING NO. : 8901050076 7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: PURPOSE: Ingress, egress and utilities AREA AFFECTED: Over South 10.00 feet of Lot 7 RECORDING NO. : 8812190710 8. MATTERS SET FORTH BY SURVEY: RECORDED: November 15, 1988 RECORDING NO. : 8811159005 DISCLOSES: Possible fence encroachment along Northerly Boundary 9 . JUDGMENT: AGAINST: Robert A. Marshall, Delores J. Marshall DBA MSB Distributing Co. and Marshall Craft Intl Inc IN FAVOR OF: Robert C. Terhune AMOUNT: $30, 382. 82 ENTERED: April 26, 1994 KING COUNTY JUDGMENT NO. : 94-9-10282-1 SUPERIOR COURT CAUSE NO. : 93-2-18562-6 ATTORNEY FOR CREDITOR: Ronald David Allen IDENTITY QUESTION. The above judgment creates a lien on the premises only if Delores J. Marshall is the same person as the judgment debtor. TO DETERMINE THE EFFECTS OF THESE MATTERS, IF ANY, ON THE SUBJECT PROPERTY, THE COMPANY MUST BE PROVIDED WITH A PROPERLY COMPLETED IDENTITY AFFIDAVIT PRIOR TO THE DATE OF RECORDING. After the Company examines the affidavit, a supplemental report will be issued. Page 3 E 'd ei2 :80 61 G2 ReW 1- Order No. 3111089 10. The land described in this commitment appears to be residential in nature and may be subject to the provisions of R.C.W. 6 .13 . 060 provided the land is occupied as a homestead. If the land is occupied as a homestead, all instruments conveying or encumbering the land must be executed by each spouse, individually, or by an attorney-in-fact . 11 . MATTERS RELATING TO THE QUESTIONS OF SURVEY, RIGHT OF PARTIES IN POSSESSION, AND UNRECORDED LIEN RIGHTS FOR LABOR AND MATERIAL, IF ANY, THE DISPOSITION OF WHICH WILL BE FURNISHED BY SUPPLEMENTAL REPORT. NOTE 1 : Evidence should be submitted which shows that Saltillo Development Corporation is a duly authorized business entity (e.g. , a corporation or a partnership or a joint venture) , together with evidence of the identity and authority of the parties who will execute the forthcoming instruments for the named entity. NOTE 2 : According to the application for title insurance, the proposed insured(s) is/are Saltillo Development Corporation. We find no pertinent matters of record against the name (s) of said party(ies) . NOTE 3 : The above captioned description may be incorrect, because the application for title insurance contained only an address and/or Parcel Number. Prior to closing, all parties to the transaction must verify the legal description. If further changes are necessary, notify the Company well before closing so that those changes can be reviewed. Closing instructions must indicate that the legal description has been reviewed and approved by all parties. NOTE 4 : If applicable, the owner's policy to issue will contain the WLTA Homeowner's Additional Protection Endorsement (1/12/95) which contains certain additional coverage for residentially occupied properties. A sample of the endorsement will be provided upon request. If additional owner's coverage is desired, please contact your title officer to discuss the Company's requirements. NOTE 5: The Company has been asked to issue a lender's policy without disclosure of the liability amount. This commitment shall be effective only when the amount of the policy committed for has been inserted in Schedule A hereof. The Company may have further requirements if the undisclosed amount to be insured exceeds the current assessed valuation. Page 4 b 'd eTZ .80 6I La ReW Order No. 3111089 NOTE 6 : Assessed Valuation: Land: $85, 000 . 00 Improvements: $30, 000.00 NOTE 7: The tax assessor's records disclose the current property address to be: 3712 Lincoln Avenue NE, Renton, WA 98056 NOTE 8 : The following may be used as an abbreviated legal description on the documents to be recorded, per amended RCW 65 .04 . SAID ABBREVIATED LEGAL DESCRIPTION IS NOT A SUBSTITUTE FOR A COMPLETE LEGAL DESCRIPTION WITHIN THE BODY OF THE DOCUMENT. LOT 7 BLOCK 4 C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADD DIV #7 VOL 16 PAGE 18 END OF EXCEPTIONS Investigation should be made to determine if there are any service, installation, maintenance or construction charges for sewer, water, or electricity. In the event this transaction fails to close, a cancellation fee will be charged for services rendered in accordance with our rate schedule. TSG/rr ENCLOSURES: Sketch Vesting deed Paragraphs 5-8 Questionnaire Copies have been sent to the following: TRANSNATION TITLE INSURANCE COMPANY 188 106TH AVE. N.E. , #660 WASHINGTON MUTUAL PLAZA BLDG. BELLEVUE, WA 98004 Attn: 2/1 MARTY/750279MT Page 5 s 'd eZZ :60 61 LZ ReW ��^ _ 3094. ` \ SE. 84Ti ST. ew... sib 0 V :c,,AM-Sf1I'S C 8 \'‘,T i 4, d iip)T ni=at \ h-r Zy •. 7�� [T . �v^44 MpMg Z / 41 •3 ••4 o� iZ �f' ti REN SNPI ' s.�Y `.` v hts.....'----' r7/%11 \. [7.7•i> ¢ 06t-91 ---.9 212 07 9 010 , ! za •P s eb°M 0 ) 0`'0 M to ^3 — — y R�s7.�0;9 _ Ei 77 st ��. i �4•� KG SP SB�^ o W 7 �` ; N V o t,/ .�/L0T 2 6t0 0 > •1 i ' ,,. !' W �'` . 3 -� 3' 1S a ems.Lail t y +' > • 6� a v1 . o C Yeltcs = /�' y w w N1 r` y fi./7 ew M Sf./ 4 0 �� `l A .,a 47, «,�c. i V .,c p �. `z°°`K ��,� - - - ^'t f 43 'O ZSew,tp.,Att..12T1 :y,, ..��• ' p ° ' ` \ jj tN° wN QSE. 887N. ST. ° v uo T "wt a sz s?/. 0 lIV f) . ..\. ... 1 i ,i / ; 6 \ 0,112 +°67„°/ W , .1, s'6 �t Q „4. y 9 4 e .,2,4 to aa♦o II � 1. y1 0 0 4 Z ,.a ifs „� 2f/..v r Q I S '¢ v O 1,zN' ` V r. 3I 1�' z\ 1 Y - .v JILT A"' - t if7�l� w°.,-1 esc —/O - 9 • 2 h 1 t , r 'i ►- wr�IaID.12�5 I f .air C_7 ' SE. eaTM ST. 11 ..' Wit rsr s M - �_, /r., VO 7? T/l X" - - - This sketch is provided, without charge, for your information. It is not intended to show all matters related to the property including, but not limited to, area, dimensions, easements, en- croat.hments, or location of boundaries. It is not a part of, nor does it modify, the commitment or policy to which it is attached. The Company assumes NO LIABILITY for any matter related to this sketch. References should be made to an accurate survey for further information. 9 •d eaa :80 GT Le ReW TRANSNATION TITLE INSURANCE COMPANY 14450 N.E. 29TH PLACE BELLEVUE, WA 98007 Prepared for: Transnation No. : 3111089 Customer Reference: JOHN L SCOTT, INC Escrow No. • --- Seller Marshall 188 106TH AVE NE,MAIN BELLEVUE #600 Bu /korrower / Saltillo Dev BELLEVUE, WA 98004 Attn: 2/1 RICH VANASEK For e e this order call: (42 ) 64 -85 3/1 00-441-7701 Y O DREW, J CKIE K. LI CEC ,--ERIN L. BERGERON or CHRIS SCURTI (FAX #(425) 646-8576) SUPPLEMENTAL NO. 1 TO THE FIRST COMMITMENT AYTENTION: This Supplemental contains changes which impact title to property set forth in the above-referenced commitment. Effective date: September 4, 1998 SCHEDULE "B" A) paragraph Nos. 9 and 11 are deleted. B) The following is added as Note 9: NOTE 9: THE MATTERS RELATING TO THE QUESTIONS OF SURVEY, RIGHTS OF PARTIES IN POSSESSION AND UNRECORDED LIENS FOR LABOR AND MATERIAL HAVE BEEN CLEARED FOR THE LOAN POLICY WHICH, WHEN ISSUED, WILL CONTAIN THE WLTA 100 ENDORSEMENT. THE LOAN POLICY OFFERS ADDITIONAL COVERAGE WHICH WILL NOT BE PROVIDED IN THE OWNER'S POLICY TO BE ISSUED, EXCEPT AS SPECIFIED IN THE HOMEOWNER'S ADDITIONAL PROTECTION ENDORSEMENT. TO PEXCEPT ROPERTYS TO THE COVERED BYTTERS THIS ORDERTED HASHENE0 TBOBEENTRREE EXAMINED.THE ---END--- CSS/j1 L 'd eaa :80 6T LZ Rew Order No. 3111089 Copies have been sent to the following: TRANSNATION TITLE INSURANCE COMPANY 188 106TH AVE. N.E. , #660 WASHINGTON MUTUAL PLAZA BLDG. BELLEVUE, WA 98004 Attn: 2/1 MARTY/750279MT Page 2 e 'd eE2 :80 6T LZ ReW u . /rn,, rrw4 Fed i3EVrON Oer ED °9 1998 �u1LQlj,°O!ViSioN MEMORANDUM DATE: /O - 9-9er TO: Construction Services, Fire Prevention, Plan Review, Project Planner FROM: Jim Hanson, Development Services Division Director// I.� SUBJECT: New Preliminary Application: ChanG � to 12�-i /ld1 LOCATION: 37/� �c � A meeting with the applicant has been scheduled for 10.G0,, Thursday, Y(,91� .P? for one of the 6th floor conference rooms (new city hall). If 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 al at least two (2) days before the meeting. Thank you.f/6- !7 —Nip 3 :1-04/;14/G 'Onn�N CGS of rp 45,98 n4e-e_-/(4 0-S• Y O.ft + dimCITY OF RENTON .11 as FIRE PREVENTION BUREAU �\ MEMORANDUM DATE: October 12, 1998 TO: Jennifer Toth Henning, Planner FROM: Jim Gray, Assistant Fire MarshalIy SUBJECT: Chambord Short Plat, 3712 Lincolv. NE 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 fo all new single family structures. `PAr D AT PL Al C R.r 'us) Please feel free to contact me if you have any questions. CITY OF RENTON MEMORANDUM DATE: October 19, 1998 TO: Jennifer Toth Henning FROM: Arneta Henninger X7298 SUBJECT: CHAMBORD PLAT PREAPPLICATION 3712 LINCOLN AV NE I have reviewed the preapplication for this 8 lot plat located in the general vicinity of NE 36th St and Lincoln Av NE in Section 32-24-5 and have the following comments: SEWER: • This project is not located in the Aquifer Protection Zone. • The City is currently in discussion with the Coal Creek Sewer District in this area. By preliminary agreement the project site is located in the City of Renton proposed service area. Staff will confirm this information and will inform the planner once the decision is final. • A sanitary sewer main extension may be required to serve this plat. • 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 320 pressure zone. • There is a 12" watermain in Lincoln Av NE. • The applicant is responsible for installing an 8" watermain to the east into the plat and then extending a 4" watermain to both the north and south private street boundary lines to serve the new lots. • 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 CHAMBORD PLAT PREAPPLICATION October 14, 1998 Page 2 is measured along a travel route. Additional fire hydrants will 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. DRAINAGEz • A storm drainage report shall be submitted. A storm drainage content list is attached. • There do not appear to be any storm drainage facilities in Lincoln Ave NE. • 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. Although this project is still in the preapplication phase this is a second review to discuss the wetlands issues. I went over this issue with the storm water division and am attaching their comments to this review. STORM WATER REQUIREMENTS: The project is in the City's Gypsy Subbasin that drains across NE 43rd St to the Denny's restaurant off of Lake Washington Blvd, across 1-405 and the Port Quendall Terminal site to Lake Washington. There are known downstream flooding problems. We should condition the project to provide detention similar to the Williamsburg Condominiums requirements ( or at least detain the 100-yr. developed peak rate of runoff to the 100-yr pre- developed peak rate of runoff). Onsite detention and water quality treatment will be required per the KCSWDM. WETLANDS: The wetland appear to be where there is a natural drainage course. The applicant proposes to relocate a portion of the wetlands to the easterly part of the site to establish a buffer and allow additional lots to be constructed. The wetlands would be replaced at a ratio of 3 to 1 . The applicant has determined the wetland to be a category 2 wetland which requires a 50 buffer. The applicant is proposing to reduce the buffer by 25% (buffer reduction) as allowed by code, by providing buffer enhancement. The proposal is acceptable, but I have concerns about how successful the wetland replacement mitigation will be given the topography. It is unclear if they propose to excavate in the areas where the new wetlands will be created or not. Is the applicant proposing to fill the wetlands that are in the area where the buffer is propose? The natural drainage course on the site C must be maintained, since it receives runoff from upstream properties, ? / therefore changing of the existing topography in the wetland area that will be replace should not be permitted. CHAMBORD PLAT PREAPPLICATION - October 14, 1998 Page 3 STREET IMPROVEMENTS; • Curbs, gutters, sidewalks and paving are required on the project side of the development. The curb shall be designed to be 32' from the existing west curb alignment in this neighborhood. The sidewalk shall be 5' and adjacent to the curb. • Street lighting is required to be designed and installed. • All new electrical, phone and cable services and lines must be undergrounded. • The Traffic Mitigation Fee of $75 per net new average daily trip (approximately $750 per each new lot) shall be paid prior to the recording of the plat. GENERAL., • Submit a conceptual utility plan with the formal application. If you have any questions call me at (425) 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. • 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. CHAMBPA / - • - / / ;' Y o CITY OF RENTON + DRAFTING STANDARDS ��N`�� 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 with street centerlines and bar schedules and bar placement without the property lines. 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. prepared without additional design. f) Easements for utilities shall be fifteen (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 Plans a larger pipe sizes,access needs or other "Summary of Quantities", describing the special requirements. items to be removed, relocated, or.installed, and their quantities. DRAINAGE REPORT CONTENT LIST 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) be a part of the public system and represent a part Worksheet that is enclosed. (see attached) of the City's capital improvements shall be • constructed in public rights-of-way or easements. • B. Briefly describe the construction involved. Easements 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: 1. Legal description, which-shall be certified by a registered Land Surveyor or Professional 1. Show that Core Requirements 1-5 in Engineer if it is a Metes & Bounds or a Section 1.2 are addressed. Centerline based description. 2. Show that all Special requirements in 2. A scaled drawing on 8-'/2" by 1 1" sheet Section 1.3 that are applicable to this showing the easement in a clear legible project are addressed. manner. E. Use the SBUH/SCS hydrograph method to compute required on-site detention. (Using 2,10, and 100 24 hour design storm events for .,. -- : 4`sX o CITY OF RENI'ON DRAFTING STANDARDS • pre-developed and post-developed conditions (6 separate peak flows). This should. show sizing for the peak rate runoff control facility, • with a routing table. F. Biofiltration design calcs (per Section 4.6), if for project site sub-basins with more than 5000 square feet of new impervious area subject to vehicular use or storage of chemicals. G. Wet pond sizing design calcs(if there is more than 1 acre of new paved impervious area and meets other conditions of. Special • Requirement#4). H. Conveyance velocity calculations (show that • major conveyance pipes velocity>=3 fps). I. Conveyance capacity calculations. Show that all conveyance pipes on-site have capacity for the 25-year design event (Hydraulic grade line>=0.5 feet below rim of structure). Also • show that the 100-year event conveyance fulfills(Core Requirement#4. J. A Level 1 Downstream Analysis,as described in Core Requirement #2. (Level 2 or 3 analysis may be requested later if a downstream problem is found or anticipated from review of the initial submittal of the Drainage report). TEMPORARY EROSION/ • SEDIMENTATION CONTROL A. Proper design for containment of erosion on- site shown on construction plans. • B. Calculations for a sediment trap(for sites less than 3 acres) or a sediment pond (for larger than 3 acres), as shown in Section 5.4. ALL REFERENCES REFER TO THE 1990 KING COUNTY SURFACE WATER DESIGN MANUAL ""' I/ / - • Page 1 of 2 • King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET ��,�.,<--;,. a.. <,. ;`.,.: �.•;' c ' ilk PROJECT LOCATION ••s�t;•K;s t;'," -`:-: ;.'FtA..,;•*i i :s"-gt. % =PROJECT.ENGIEER•I � . ' -�,:.y,. a�' DESCRIPTION +: ,,. ��•. .�:;�: I Project Owner Project Name Location AddressTownship Phone Range - Project Engineer Section _ I Company - Project Size _ AC .__ Address Phone Upstream Drainage Basin Size —_. AC .s .PART:3TYPEOF PERMIT APPLICATION . . PART 4 OTHER PERMITS • '= `°`� ~"f'"'"' 't:''` �'•''''•''` "`: o [� Subdivision El DOF/G HPA (1 Shoreline Management I:: Short Subdivision 0 COE 404 I] Rockery L.-I Grading 0 DOE Dam Safety 0 Structural Vaults t `-1 Commercial 0 FEMA Floodplain n Other t:=_; Other 0 COE Wetlands n HPA NAGE :,� I••-Y� •r,',�^f;iHSt ti.. „ w�t:P_`'^'+: `Y.,,•:r.n `.yir�•t; ,�;� ��SRE�OMNItlNITXAND DRAI BASIN� .. i �. �L`-.:.••w.r�•...�'��.::::�;�-�;:-r:.�:••��•:�.:a-�• -�-��" •.}::. �•.�:- �.•. : Community • Drainage Basin ITE ISTiSw h� •KiE:Li ''- ;`=• , "• �-PARTS.SCHARACTERC •'`•'"••1'�•�•-r ":C��':'"a'!a:�'?�r..,.t,' Y �h • .-1 River ___ (J Floodplain _.. ______----- - - • _L_J Stream El Wetlands _—__ .___-- —_ • i� Critical Stream Reach 0 Seeps/Springs 0 Depressions/Swales (7] High Groundwater Table Lake Groundwater Recharge '• Steep Slopes _.. ._.._....-• --_—••- -.- --•.. 1 Other . Lakeside/Erosion Hazard q .,.. •P•!• 'fO�•; W-it7.M:.y;;::,ei!::,tr,4 4iy',,tC4S=4.rt-sue��.�4;'.:."•;i.,7. SV-- ti;tlt., T°aka-w•�y��-....•_`t SO:!Type Slopes Erosion Potential Erosive Veloci!.c-', ; Additional Sheets Attalched 1 -- . / i Page 2 of 2 King County Building and Land Development Division. TECHNICAL INFORMATION REPORT (TIR) WORKSHEET ... �P PARTS•OEVE . . .:r: r. .• j,.t.J:` ...... • .:. LOPMENT.LIMITATIONS' :;: � �'-'r". , �". .�;::: .,. t ., .. �::� REFERENCE LIMITATION/SITE CONSTRAINT [] Ch.4-Downstream Analysis O -_ LI - El __^_... O _ In Additional Sheets Attatched _) .PART9l:ESCREG1UlAEMENTS• =" , .> ."�: : •.-- MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION FOLLOWING CONSTRUCTION 0 Sedimentation Facilities [] Stabilize Exposed Surface [_] Stabilized Construction Entrance Remove and Restore Temporary ESC Facilities El Perimeter Runoff Control (-1 Clean and Remove All Silt and Debris 0 Clearing and Grading Restrictions n Ensure Operation of Permanent Facilities 0 Cover Practices 0 Rag Limits of NGPES • I-] Construction Sequence 0 Other t n Other 1 — -:,1.: ! .•-3-.---••.i•.Y•. �J:i'4..4\�t�i f.. r: -•t::t;•Y•W.*:= ;Z: +ry!•••.7:,•••z•. .'� a•wf 1;:ri:•'':-r4, 44.„,i'"w= wPART. ~ URFACE.WATER SYSTEM FY1 t : ; .rf ••�:. is a :f. V< <..t%44+=2•- l i-!i•" l'oy� :— is K. t . :�"' .•��;'�;- .:• '�T,�yw „' 'i�iC-.��..ii�..:;-f;L%:max .� • �•r.Y�,Ss.ta r.. °�i. +i-�-_s•s� .�•�;M ;:,'!'. .-:�' 1. a-•::•� rJ.. 0 Grass Lined Channel n Tank El Infiltration Method of Analysis n Pipe System El Vault Il Depression _•-..... [] Open Channel n Energy Dissapator in Flow Dispersal Compensation/Mitigation n Dry Pond n Wetland El Waiver of Eliminated Site Storage 0 Wet Pond 0 Stream 0 Regional Detention Brief Description of System Operation Facility Related Site Limitations CD Additional Sheets Attatched Reference Facility Limitation :zPARTil:ST_RDC?URAL''�ANAL rsis.s w%`"..-� ±t.,,`,,,..4,,,. ;, gp-4 m 4 I A ;;ACTS' c ;;.._v :y.Q:..Y.:..„..1:7......,. 4.,::%v,:n%.•a'e•.•t•.:L aw''.`a•14 TdM��Y:s*1•t.`r'4�Xy,,,,.,• ,7. 0 Drainage Easement I. ) Cast in Place Vault Li Oth©r in Access Easement r.---.1 Retaining Wall ;..T] Native Growth Protection Easement . . Rockery>4'High I_ ] Tract . Structural on Steep Slope I -J Other . .. ...._.........___........._. .._........-- ••- - a:• '1•.ati'1.--`-r�.i•:�•"�:O�ft:-�:•.':i�!= ��sr: � i. R;.PAAH4iiIGNATUREOFPA NAI EN k'=z =`w=''^,. -- 7�`�.s,. t ,• : �r.�,- >;e4; OFESSIO GINEEF;:;: •..::s'^.:;;��:•�,►,x�»,;:w;:,. .•�-:*�.. r;:=:�r- ,.; ,.�. .�.-.:. . I or a civil engineer under my supervision have visited the site. Actual sito conditions as observed wore incorporated into this worksheet and the r attatchments. To the best of my knowledge the information provided .._.—.._.-_ __._-.---.----- ...- i hero is accurate. `�"'"" CITY OF RENTON PLANNINGBUILDING/PUBLIC WORKS MEMORANDUM DATE: October 22, 1998 TO: Pre-Application File No 98-64 FROM: Jennifer Toth Henning SUBJECT: Chambord 8-Lot Short Plat(aka: Marshall Plat, Cascade Builders Plat) General. We have completed a preliminary review of the pre-application materials 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. The preliminary plat would feature 8 lots, with one or two additional tracts for stormwater biofiltration and wetlands. The proposed are organized on two tiers, one tier fronting on Lincoln Avenue NE, and a second tier proposed directly behind and east of the first. A private street (26-foot wide easement with 20 feet of paving) is proposed to serve the back tier of parcels. 2. Zoning. The site is zoned Residential - 8 dwelling units per acre(R-8). The R-8 Zone is intended • for detached single family residential homes. Minimum permitted lot size in the R-8 Zone is 4,500 square feet. Minimum lot width is 50 feet for interior lots, and 60 feet for corner parcels (note: none of the proposed parcels is considered to be a corner lot). Minimum lot depth permitted is 65 feet. Irregular-shaped lots may have a front width dimension of no less than 80%of the width requirement, and the average must meet the minimum requirement. An exception to the width requirement is that lots on the turning circle of a cul-de-sac may have a minimum frontage of 35 feet, and pipestem or flag lots may have a width of 20 feet for the pipestem portion of the lot. The permitted density in the R-8 Zone is minimum 5.0 dwelling units per net acre, and a maximum of 8.0 dwelling units per net acre. Net density is determined by subtracting the environmentally sensitive areas and public right-of- way from the gross site area. Sensitive areas include wetlands, streams, steep slopes, geologically sensitive areas,greenbelts and floodplains. Since there are wetland areas on the site,the area of the wetland(not the buffer area)would be subtracted from the gross site area. Minimum setbacks in the R-8 Zone are as follows: \\TS SERVER\SYSZCOMMON H:\DIVISION.S\DEVELOP.SER\DEV&PLAN.INGVTH\PRE-APPS\CHAMBRD.DOC October 22, 1998 Page 2 Front yard-20 feet,unless the lot fronts on a new public street, in which case the front yard setback for the primary structure is reduced to 15 feet,while garages must maintain a minimum 20-foot front yard setback. No new public streets are proposed,therefore, the required front yard setback is 20 feet for the proposed parcels. Rear Yard-minimum 20 feet Side Yard-Interior Lot-minimum 5 feet Side Yard- Corner Lot-minimum 15 feet. Note: none of the proposed parcels is considered to be a corner lot. The proposed density of the plat would need to be calculated after the area of the wetlands and any other sensitive areas is deducted. It appears that all of the proposed lots would meet the minimum size requirements of 4,500 square feet, and minimum dimensions specified in the R-8 Zone. Since the lots are regularly shaped, it is expected that setback requirements would be met. The stormwater facility appears to be located on its own tract with access via an access easement across parcel No. 3. Would access to the biofiltration system also be available on an easement across Lot 1? 2. Variances. If the site contains steep slope areas that are 40%or greater,or creeks, or other sensitive features such as wetlands,then clearing could not occur within 25 feet of the wetland or on the steep slope areas without a variance from the Land Clearing and Tree Cutting Ordinance. 3. Short Plat. Subdivisions of 9 or fewer lots are considered to be short plats. Since there are sensitive areas located on the site, environmental review is required. In addition, a public hearing with the City's Hearing Examiner is needed for short plats of 5 or more lots. The Examiner makes the decision to approve, approve with conditions, or deny the short plat. The process generally takes 12 weeks from the time the application is accepted as complete until the Hearing Examiner issues a decision and the appeal period runs on that decision. If appeals are filed, or additional information is needed to process the application,then the process can be extended. The public hearing is scheduled to occur after the proposal has completed environmental review. If an appeal is filed,the appeal hearing would be combined with the public hearing for the short plat. 4. Environmental Review. The applicant would need to submit the wetlands study,geotechnical • report, information on the quantity of earthwork to be accomplished on the site(cut/fill). Typical environmental mitigation measures placed on short plats include the required Fire Mitigation Fee ($488/new lot),Parks Mitigation Fee($530.76/new lot),and Transportation Mitigation Fee (approx. $750/new lot). The mitigation fees are paid prior to recording of the short plat. We recommend that a geotechnical engineering report be provided with the project application,to address the proposal to construct building foundations,public street, and stormwater facilities. A land clearing and tree cutting plan is also be required. Other issues to be addressed during environmental review include construction impacts, stormwater issues, and wildlife habitat issues. 5. Wetlands. Your submittal indicates that a Category 2 wetland exists on the site. Any impacts to the wetland or buffer area would need to be mitigated. Replacement ratios depend on the type of wetland. The buffer width can be reduced through buffer averaging,but in no instance can the width October 22, 1998 Page 3 of tie buffer be less than 25 feet. Alteration of wetlands may also require coordination with Army Coips of Engineers and Department of Ecology. 6. Final Short Plat. The short plat cannot be recorded until the required improvements are installed and approved, and a final drawing is prepared and accepted by the City. In addition,any conditions/fees must be met/paid prior to the recording of the short plat as applicable. $-�� MEMORANDUM • • DATE: • TO: Long Range Planning FROM: Jim Hanlon, Development Services Division Director• SUBJECT: New Preliminary Application: Cewinrn Y Jw/ LOCATION: 374->z i_i ;(5e,11 ,47 'z �E Please review the attached preliminary project plans for consistency with applicable Comprehensive Plan Policies. Pleas s bmit your written comments to '�f`de�' no later than �y cam" . 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 Renton WA Reprinted: 03/15/99 10 :44 Receipt **************************************************************** Receipt Number: R9901105 Amount: 1, 507.92 03/15/99 10 :44 Payment Method: CHECK Notation: SALTILLO-1013 Init : CRP Project # : LUA99-039 Type: LUA Land Use Actions Parcel No: 334570-0200 Site Address : 3711 MONTEREY PL NE Total Fees : 1, 507.92 This Payment 1, 507 . 92 Total ALL Pmts : 1, 507 .92 Balance: . 00 **************************************************************** Account Code Description Amount 000 . 345 . 81 . 00 . 0004 Binding Site/Short Plat 1, 000 . 00 000 . 345 . 81 . 00 . 0007 Environmental Review 500 . 00 000 . 05 . 519 . 90 .42 . 1 Postage 7.92 f ° t -o3q 04) J. S. Jones and Associates , Inc. 4J. 4 WETLAND ASSESSMENT of 3712 Lincoln Avenue N.E. Renton, Washington Prepared for: Phil Kitzes Charbord Development 23126 S.E. 285th Street Maple Valley, Washington 98038 (360) 886-7786 D21/71.0r7 77.7NT Pl_ :1�1 CITY OF KEEN 1UJ MAR 1 J 1:j: 9 RECEIVED December 4, 1998 Prepared By: Charles Repath, Wetland Biologist Jeffery S. Jones, Certified Professional Wetland Scientist 3 408 52nd Place , N . E . 1 A C 0 Id A , W A S H I N G 1 0 N 9 8 4 2 2 253 -942 - 7131 / FAX 253 - 942 - / 132 • • ar J. S. Jones and Associates, Inc. Table of Contents 1.0 Project Description 1 2.0 Site Location and Directions 1 3.0 Methodology 1 4.0 General Site Description 1 5.0 Vegetation 3 5.1 Vegetation Methodology 3 5.2 Vegetation Results 3 6.0 Soils 6 6.1 Soils Methodology 6 6.2 Soils Results 6 7.0 Hydrology 8 7.1 Hydrology Methodology 8 7.2 Hydrology Results 8 8.0 Wetland Determination 8 8.1 Uplands 8 8.2 Wetlands 8 9.0 Wetland Rating and Buffer Regulations 9 10.0 Functional Assessment 9 11.0 Authority 10 12.0 Limitations 10 12.0 References 11 Figures 1.0 Vicinity Map 2 2.0 Soils Map 7 Tables 1.0 Plant Indicator Status 3 2.0 Plant Species Found at Sample Locations 5 Attachments Wetland Map King County Wetlands Inventory Sheets Wetland and Buffer Functions and Semi-quantitative Performance Assessment • ., . J. S.Jones and Associates. Inc. 1.0 Project Description The applicant proposes to shortplat 1.73 acres. This study was conducted to determine if wetlands are present and the type and extent of wetlands on or near the property. 2.0 Site Location and Directions The site is located at 3712 Lincoln Avenue N.E. in Renton, Washington (see map). The King County tax parcel number is 334570-0020. The site is in Section 32, Township 24 North, Range 5 East of the Willamette Meridian. Directions to the site from the junction of Interstate 405 and N.E. 44th Street in Renton are as follows: Take N.E. 44th Street east; N.E. 44th Street becomes Lincoln Avenue N.E.; at the Y at the junction of Lincoln Avenue N.E. and 110th Place N.E., stay to the right on Lincoln Avenue N.E.; the site is the third property on the left south of N.E. 36th Street. 3.0 Methodology The wetland assessment and delineation were performed using the Routine Small Area Methodology as described in Part IV, Section D of the Corps of Engineers Wetlands Delineation Manual (COE, 1987). The Routine Small Area Methodology is "used when the project area is small, plant communities are homogeneous,plant community boundaries are abrupt, and the project is not controversial." The wetland determination was based on the presence of the three criteria for jurisdictional wetlands: hydric soils, wetland hydrology, and hydrophytic vegetation. All three criteria must be present in order to classify an area as a wetland. The wetland assessment included a review of the King County Wetlands Inventory(King County, 1991), and the USDA Soil Conservation Service's Soil Survey of King County(Snyder, 1973). The on-site evaluation was completed on August 10th, 1998. Wetland boundaries were delineated and marked with consecutively numbered orange flagging, based upon an evaluation of soils, vegetation and hydrologic characteristics. The wetland boundaries and buffers are presented on the attached wetland map. 4.0 General Site Description The property is located on a north facing hillside. Slopes are from 10% to over 30%. One single- family residence is present on-site. A drainage feature is located along the east property line. The drainage feature flows to the north. On-site vegetation is deciduous forest with a dense understory of Himalayan blackberry (Rubus procerus). Surrounding land use is residential with areas of deciduous forest. 1 V ., J. S. Jones and Associates, Inc. v i'F �"�� '. � se J � 3 �g„its 1W 4 IJ L = O • 4. � I . it I 3 74 i .. . .. . '1 4. 44Y !�'i a �Q 8 7 `x'k n '4`cj� aA t 1 I, SF M1111 ci I:- ,:.#.4-,04 ,a 1 i:? !I v� ,. • 4 : r Y 1 t _� � , ` t SdS ' � • , .� \ _ I_ r. 1-- ME Lg�, II J ' - ' � t .r4 ar I_ W f Ci , ' . 7.: It 1------ cf--wwin--- ..- 1996 Dd.omnc Street MI s i:ISA I ,�, 11, VVV 1 yy g 3712 Lincoln Avenue N.E. Renton, Washington Figure 1.0 Vicinity Map 2 S. Jones and Associates. Inc. 5.0 Vegetation 5.1 Vegetation Methodology Rules for determining dominant species were established in the Corps of Engineers Wetlands Delineation Manual (COE, 1987). Dominants are determined using the 50/20 rule. To use this rule. percent cover is added by order of descending cover until 50% cover is reached. These species are considered dominants. The next most common species is also included as a dominant if it has over 20% cover. Species with less than 5% cover are not considered dominant species. Hydrophytic vegetation has adaptations that allow these species to survive in saturated or inundated environments. These environments are classified according to the Classification of Wetlands and Deepwater Habitats of the United States (Cowardin, 1979). The probability of species being found in wetland environments has been determined by the U.S. Fish and Wildlife Service in the National List of Plant Species that Occur in Wetlands: 1996 National Summary (U.S. FWS, 1996) (see Table 1). An indicator status was applied to each species according to its probability of occurring in wetlands. Table 1: Plant Indicator Status Indicator Category Symbol Occurrence in Wetlands Obligate Wetland OBL > 99% Facultative Wetland FACW 67-99% Facultative FAC 34-67% Facultative Upland FACU 1-33% Upland UPL > 1% Note: FACW, FAC and FACU have+and-values to represent species near the wetter end of the spectrum(+)and the drier end of the spectrum(-). (National List of Plant Species that Occur in Wetlands: 1988 National Summary, Reed 1988) 5.2 Vegetation Results A small area of lawn and ornamental landscaping is present around the residence. The remainder of the property is deciduous forest dominated by red alder and big-leaf maple (Acer macrophyllum) with a dense understory of Himalayan blackberry (Rubus procerus). The drainage feature is dominated by Himalayan blackberry, salmonberry (Rubus spectabilis) and lady fern (Athyrium filix-femina), with areas of reed canarygrass (Phalaris arundinacea). At sample location 1 (SL-1), an upland, deciduous-forested plant community is present. Dominant species are big-leaf maple, Scouler willow(Salix scouleriana), Himalayan blackberry and sword fern (Polystichum munitum). Dominant species at SL-1 are 25% FAC and 75% FACU. An upland plant community is present because less than 50% of dominant species are FAC, FACU and OBL. At SL-2. a Palustrine scrub/shrub plant community is present. Vegetation is dominated by Himalayan blackberry, lady fern, giant horsetail (Equisetum telmateia) and reed canarygrass. Dominant species at SL-2 are 75% FAC and FACW and 25% FACU. A hydrophytic plant community is present because over 50% of dominant species are FAC, FACU and OBL. 3 J. S. Jones and Associates, Inc. • At SL-3. an upland. deciduous-forested plant community is present. Vegetation is dominated by red alder and Himalayan blackberry. Other dominants within 100 feet of SL-3 in the same vegetation community include big-leaf maple and western hemlock (Tsuga heterophylla), two FACU species. Dominant species at SL-3 are 50% FAC and 50% FACU. To be considered hydrophytic, over 50°A) of the dominant species must be FAC, FACW or OBL. At SL-4, an upland, deciduous-forested plant community is present. Vegetation is dominated by big-leaf maple, western hazelnut (Corylus cornuta), Himalayan blackberry and bracken fern (Pteridium aquilinum). Dominant species at SL-4 are 100% FACU. An upland plant community is present because less than 50% of the dominant species are FAC, FACW or OBL. At SL-5. a Palustrine emergent plant community is present. SL-5 is located in a plant community. Vegetation is dominated by bluegrass (Poa sp.), large-leaf avens (Geum macrophyllum) and giant horsetail. Dominant species at SL-7 are 100% FAC, FACW and FACW-. A hydrophytic plant community is present because over 50% of dominant species are FAC, FACU and OBL. At SL-6. an upland. deciduous-forested plant community is present. Dominant species are big-leaf maple and Himalayan blackberry. Dominant species at sample location 6 are 100% FACU. An upland plant community is present because less than 50% of the dominant species are FAC, FACW or OBL. 4 J. S.Jones and Associates, Inc. Table 2: Plant Species Found On-Site and at Sample Locations Scientific Name Common Name Indicator Sample Location(s) _Status 1 2 3 4 5 6 :ie Tres: Acer macrophyllum big-leaf maple FACU X X X X Alnus rubra red alder FAC X Tsuga heterophylla western hemlock FACU X Corylus cornuta western hazelnut FACU X Salix lasiandra Scouler willow FAC X Woody Vines: Rubus procerus Himalayan FACU X x X X X blackberry Herbs: Athyrium filix femina lady fern FAC x Equisetum telmateia giant horsetail FACW X X Geum macrophyllum large-leaf avens FACW- X Phalaris arundinacea reed canarygrass FACW X Poa sp. bluegrass FAC X Polystichum munitum sword fern FACU X Pteridium aquilinium bracken fern FACU X 5 J. S.Jones and Associates, Inc. 6.0 Soils 6.1 Soils Methodology Hydric soils are soils that are "saturated, flooded, or ponded long enough during the growing season to develop anaerobic conditions in the upper part" (NTCHS, 1987). They are either organic soils (peats and mucks), or are mineral soils that are saturated long enough to produce soil properties associated with a reducing environment. These soils have low chroma, and have redoximorphic characteristics (characteristics related to an anaerobic environment) such as redox concentrations (mottles), redox depletions (gleying), or a reduced matrix (a matrix that changes color when exposed to air). 6.2 Soils Results USDA Soil Conservation Service (SCS) mapped on-site soils as Alderwood gravelly sandy loam (AgC) (Snyder, 1973). The site visit confirmed Soil Conservation Service mapping. In a representative profile for Alderwood gravelly sandy loam, "the surface layer and subsoil are very dark brown, dark brown, and grayish-brown gravelly sandy loam about 27 inches thick. The substratum is olive-gray silty clay loam. It extends to a depth of 60 inches or more. The substratum is grayish-brown, weakly consolidated to strongly consolidated glacial till that extends to a depth of 27 inches or more" (Snyder, 1973). An inclusion of Norma sandy loam is present in the drainage feature. This inclusion was not identified by the SCS. In a representative profile for Norma sandy loam "the surface layer is black sandy loam about 10 inches thick. The subsoil is dark grayish-brown and dark-gray sandy loam and extends to a depth of 60 inches or more" (Snyder, 1973). The soil at SL-1 is non-hydric. From 0 to 18 inches, the "A" horizon is brown (10YR 4/3) gravelly sandy loam. The soil is non-hydric because it has a high chroma matrix and lacks mottles at ten inches. The soil at SL-2 is hydric. From 0 to 18 inches, the "A" horizon is black (10YR 2/1) silt loam. The soil is hydric because it has a one chroma matrix at ten inches. The soil at SL-3 is non-hydric. From 0 to 8 inches, the "A" horizon is brown (10YR 4/3) gravelly sandy loam. From 8 to 18 inches, the "B"horizon is 10YR 4/4 gravelly sandy loam. The soils is non-hydric because it has a high chroma matrix and lacks mottles at ten inches. The soil at SL-4 is non-hydric. From 0 to 3 inches, the "A" horizon is very dark grayish brown (10YR 3/2) gravelly sandy loam. From 3 to 18 inches, the "B" horizon is very dark grayish brown (2.5Y 3/2) gravelly sandy loam. The soils is non-hydric because it has a high chroma matrix and lacks mottles at ten inches. The soil at SL-5 is hydric. From 0 to 20 inches, the "A" horizon is black(10YR 2/1) gravelly sandy loam. Below 20 inches, the "B" horizon is dark brown (10YR 3/3) with many yellowish red (5YR 5/6 mottles). The soil at SL-5 is hydric because it has a one chroma matrix at ten inches. 6 . . . J. S.Jones and Associates, Inc. V. t. . ".7,.14,•‘' ...,: • :' 1`'.1 .. - . -- 1- ....- , . 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I.;. . .41Y'• ..ter, , VMI__ ' ..„--w .........: .. : :.. • ...; $vi.'s• • , LIR:f:i.!fMail,1I,:EMNVPSF-•'......_L-I_;-.:,..-..1,,11 10:'..,.7.:,-•4-A, .._l'._.._.P0..-.•.-.'4,••-':-.\,3"-1('11•;:4" 4_/01C/,I..i••iW,..._'___ i.1.40-"II.I.P44..44 1cS.-7•!.7..1-".V104e..-"r.4#FM,a. i sW7Ar2ai101el144'r:',':•„ a 4 '4i L 1 l)•,::-‘\,..•'‘.',4.'1-,„i1./..$..*i".'•.4'--.z:'i,4i••.1'4'-'..1.'•.•.i L % •-•••,.,':,.l1 /7"l'irazr3ffi 4/zi ..-.;k%._:41.7.1*.e-1440160.--- . ••••:A44 1 it('.#22.. .. 413Pli. iri; ........•:- iii . ...,...,..,.„,,, ,-,.,....5,„. _....,:" ., EvB ,j• 401 --.,,, . ••• II.' .--::::';' ' ` !!!!!?it: 771'.''::::::!7:::11:::r:0;;;;Lct 3712 Lincoln Avenue N.E. Renton, Washington USDA Soil Conservation Service King County Soil Survey, 1973, Sheet 11 Figure 2.0 Soils Map 7 J. S. Jones and Associates, Inc. The soil at SL-6 is non-hydric. From 0 to 2 inches, the "A" horizon is very dark grayish brown (10YR 3/2) gravelly sandy loam. From 2 to 18 inches, the "B" horizon is dark yellowish brown (10YR 3/4) gravelly sandy loam with common, distinct, yellowish red (5YR 5/6) mottles. The soil at SL-6 is non-hydric because it has a high chroma matrix at ten inches. 7.0 Hydrology 7.1 Hydrology Methodology The 1987 manual requires inundation, flooding, or saturation to the surface for at least 5%to 12.5% of the growing season to satisfy the hydrology requirements for jurisdictional wetlands (COE, 1987). In Western Washington, wetland hydrology is typically present between the months of December and May. The growing season can either be defined by the number of frost-free days (temperatures above 28(F), or the period during which the soil temperature at a depth of 19.7 inches is above biological zero (41(F). The growing season is all but a few weeks of the year. The delineation took place August 15th, during a week of heavy precipitation. At each sample location, wetland hydrology indicators such as inundation, saturation, water marks, and drainage patterns in wetlands were assessed in a twenty-inch soil pit. 7.2 Hydrology Results Wetland hydrology is associated with the drainage feature located near the east property line. Hydrology comes from rainfall, surface flow, seeps and the upstream portion of the drainage feature. A surface water flow 2 inches deep was present in the drainage feature at the time of the site visit. At SL-1, SL-3, SL-4 and SL-6, wetland hydrology was not present at the time of the site visit. Wetland hydrology indicators including water marks, drift lines, sediment deposits or drainage patterns in wetlands were not present at these sample locations. At SL-2 and SL-5, the wetland hydrology criteria was positive because the soil was saturated to the surface. A defined stream channel was present in the drainage feature at both sample locations. 8.0 Wetland Determination 8.1 Uplands SL-1, SL-3, SL-4 and SL-6 are upland sample locations. Upland vegetation is dominant. Soils are high chroma and lack redox features. Wetland hydrology indicators were not present. 8.2 Wetlands The on -ite wetland is 8470 square feet. The wetland is associated with the drainage feature located along the east property boundary. The wetland extends off-site to the north and south. On-site wetlands were not identified in the City of Renton Critical Areas Inventory (Renton, 1991) or the King County Wetland Inventory(King County, 1990). The on-site wetland was delineated on the basis of the presence of Norma soils and a hydrophytic vegetation community. Wetland hydrology was observed in the bottom of the drainage feature. 8 J. S. Jones and Associates, Inc. Wetland hydrology was not present throughout the entire area of both Norma soils and hydrophytic vegetation because the delineation took place during the summer dry season. Himalayan blackberry, a FACU is a dominant in both uplands and wetlands on-site. Himalayan blackberry is commonly found in wetlands as well as uplands in Western Washington and was not considered in determining the wetland boundary. SL-2 and SL-5 are located in the drainage feature along the east property boundary. Vegetation at both SL-2 and SL-5 is hydrophytic. Soils are one chroma at ten inches and soils were saturated to the surface. 9.0 Wetland and Stream Rating and Buffer Requirement The wetland in the drainage feature is over one acre in size. According to Chapter 32 of the wetlands greater than 2,200 square feet are Category 2 wetlands. Category 2 wetlands are required to have a 50-foot buffer. 10.0 Functional Assessment Wetlands have three primary functions. Wetlands improve water quality, as soils and leafy emergents act to filter and bind water borne pollutants. Wetlands provide important water-holding and flood storage functions, by slowly releasing storm runoff to rivers, reducing the extent of flooding downstream. Wetlands provide important wildlife habitat for a large number of invertebrate, plant and animal species. Benefits to nearby human residents include buffering from surrounding development and opportunities for enjoying native wildlife and vegetation. On-site wetlands are in the upper third of the watershed. Hydrology comes from hillside seeps, rainfall and sheet flow from the surrounding uplands. Water quality improvement is high. Vegetation cover is over 90% and flow-through is moderate. Water holding and storm water functions are moderate due to the unconstrained outlet and the size of the wetland. Wetland and wetland buffer functions were assessed using the Wetland and Buffer Functions and Semi- quantitative Performance Assessment (Cooke, 1995). Flood and stormwater functions are moderate. The wetland is associated with a tributary of May Creek. the wetland, includind off-site area, is 5 to 10 acres and is located in the upper 1/3rd of the drainage. Base flow and groundwater support is moderate because of the wetlands size, position in the watershed, seasonal flooding and low-flow sensitive fish populations downstream. Erosion and shoreline protection is moderate because of the dense vegetation along the ordinary high water mark and moderate development upstream. Water quality improvement is moderate because of the size of the wetland, high vegetation cover and moderately developed upstream basin. the on-site wetland provides moderate biological support because of its' size, variety of habitat types. high invasive species, seasonal surface water, moderate organic export and connection to upland habitats. Overall habitat functions are moderate because the wetland size, moderate habitat diversity and moderate function as sanctuary or refuge from surrounding development. Specific habitat functions are moderate for invertebrates, amphibians, mammals and birds and low for fish. Cultural and socioeconomic functions are low. The wetland is privately owned and therefore lacks 9 J. S. Jones and Associates. Inc. educational and passive and active recreational opportunities. Aesthetic value is low because views of the wetland are blocked by Himalayan blackberry. The presence of historical or archaeological resources is not known. 11.0 Authority This determination is in accordance with Section 404 of the Clean Water Act, the objective of which is to "maintain and restore the chemical, physical, and biological integrity of the waters of the United States" (COE, 1987). Wetlands are "areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas" (EPA, 40 CFR 230.3 and CE, 33 CFR 328.3). 12.0 Limitations Wetlands are subject to seasonal and annual variation. Wetland determinations and delineations are not final until approved by regulatory agencies and/or local jurisdictions. 10 J. S. Jones and Associates, Inc. 13.0 References COE. 1987. Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1, US Army Engineer Waterways Experiment Station, Vicksberg, Mississippi. Cowardin, Lewis M. 1979. Classification of Wetlands and Deepwater Habitats of the United States. U.S. Fish and Wildlife Service. Jamestown, North Dakota. Federal Register. 1980. 40 CFR Part 230: Section 404(b)(1) Guidelines for Specification of Disposal Sites for Dredged or Fill Material. Vol. 45, No. 249, 85352-85353. US Government Printing Office, Washington D.C. Federal Register. 1982. Title 33: Navigation and Navigable Waters; Chapter II, Regulatory Programs of the Corps of Engineers. Vol. 47,No. 138, p 31810. US Government Printing Office, Washington D.C. King County. 1991. King County Wetlands Inventory. King County Environmental Division. Bellevue. Washington. King County. 1996. Zoning Code Title 21A. King County Department of Development and Environmental Services. Renton, Washington. MacBeth Division. 1990. Munsell Soil Color Charts. Kollmorgen Instruments Corporation. Baltimore. Maryland. Reed, Porter B. 1988. National List of Plant Species that Occur in Wetlands: National Summary. U.S. Fish and Wildlife Service. St. Petersburg, Florida. Renton. 1992. Code of General Ordinances of the City of Renton. Renton, Washington Snyder. Dale E., Phillip S. Gale, Russell F. Pringle. 1973. Soil Survey of King County Area, Washington. USDA, SCS. Washington, D.C. 11 J. S.Jones and Associates, Inc. Attachments 12 ' J. S. Jones and Associates, Inc. Routine Wetland Determination Data Form (1987 COE Wetlands Delineation Manual) Project/Site: 3 7/ZLIN6oI.0 joue .U. C, Date: qky ji Applicant/Owner: JL,.4--2e5 County: /e,A, Investigator: ,2 ep4- 1, State: J.& Do Normal Circumstances exist on the site? No Community ID: Is the site significantly disturbed(Atypical Situation) Yes Transect ID: Is the area a potential problem area? Yes Plot ID: Explain: Sample Loc.: �L— Wetl./Upl: fJ' A)EcdAt11-'' A.3 VEGETATION Dominant Indicator Percent Basal Dominant Indicator Percent Stem Tree Species Status Cover Area Woody Vines Status Cover Count 13L✓71.yde %cv yD 9.#hkehjy.43 Fifc,i S76 2. 10. 3. 11. 4. 12. Dominant Indicator Percent Stem Dominant Indicator Percent ShrubS Status Cover Count Herb Species, Status Cover rL) 16. Percent of Dominant Species that are OBL, FACW or FAC: Cy (Excluding FAC-) Z-7 /v Basis for Decision: 1...e0 ,.., Ste/ % „ ee.x) e- HYDROLOGY Wetland Hydrology Indicators; _Recorded Data(Describe in Remarks): Primary Indicators: • _Stream, Lake or Tide Guage _Inundated . _Aerial Photographs —Saturated in Upper 12 Inches _Other —Water marks t -4I Recorded Data Available: _ Drift Lines _ Sediment Deposits Field Observations: _ Drainage Patterns in Wetlands Secondary Indicators(2 or more required): Depth of Surface Water (in.) _ Oxidized Root Channels(upper 12") — Water-Stained Leaves Depth to Free Water in Pit (in.) — Local Soil Survey Data _ FAC-Neutral Test Depth to Saturated Soil: (in.) _ Other (Explain in Remarks) Basis for Decision: id�f/„_ / 4 / J. //r R • • J. S. Jones and Associates, Inc. SOILS Map Unit Name ,f Drainage Class: f�.l&&i//' ( eries and Phase): �1 G(l�(, aid '5L1 Do Field Observations T xonom (Subgroup): � {rr��Viir r/ Confirm Mapped Type? Cr; No Y fi i i • epth Matrix Colors Mottle Colors Mottle Texture, Structure ( ches) Horizon (Munsell Moist) Abundance/contrast Concretions,etc, 2u3 Hydric Soil Indicators: _ Concretions Histosol _ High Organic Content in Surface layer Histic Epipedon in Sandy Soils _ Sulfidic Odor _ Organic Streaking in Sandy Soils _ Aquic Moisture Regime _ Listed on Local Hydric Soils List _ Reducing Conditions _ Listed on National Hydric Soils List _ Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) 2 Chroma with Mottling Basis for Decision: 3 ai,,.�,� Q��?�L � ETLAND DETERMINATION ydrophytic Vegetation Present? Yes Nil Is the Sampling Point in a Wetland? Yes lJ etland Hydrology Present? Yes ydric Soils Present? Yes 'C.�% marks: * This data form is a combination of the original and amended 1987 Routine Wetland Determination data forms. • J. S. Jones and Associates, Inc. Routine Wetland Determination Data Form (1987 COE Wetlands Delineation Manual) Project/Site: 42 �. Date: /201=? Applicant/Owner: /zip S County: / Investigator: �e4 State: l i Do Normal Circumstances exist on the site? dirOP No Community ID: Is the site significantly disturbed(Atypical Situation) Yes el Transect ID: Is the area a potential problem area? Yes `. Plot ID: Explain: Sample Loc.: Z /J) Wetl./Upl: •fit VEGETATION ./r / Dominant Indicator Percent Basal Dominant Indicator Percent Stem Tree Species Status Cover Area WI,�. V. e �tat�us Cover Count I. 9.IIII �':i1*) CO 2. 10. 3. II. 4. 12. Dominant Indicator Percent Stein Dominant Indicator Percent Shrub Species Status Cover Count i Status Cover 5. 13 lam / 06 6. 1 / lb 7. 15. �,�Ga l) 8. I6. Percent of Dominant Species that are OBL, FACW or FAC: (Excluding FAC-) 7f jd `ifi` d 6i ed Basis for Decision: .�pGr •/4vt-ed Q 1 ZeW4ic!' eler 4-6*. /4 ��lv HYDROLOGY Wetland Hydrology Indicators, _Recorded Data(Describe in Remarks): Primary Indicators: • _Stream, Lake or Tide Guage Inundated _Aerial Photographs maturated in Upper 12 Inches _Other —Water marks _No Recorded Data Available: _ Drift Lines Sediment Deposits Field Observations: �ainage Patterns in Wetlands Secondary Indicators(2 or more required): Depth of Surface Water (in.) _ Oxidized Root Channels(upper 12") _ Water-Stained Leaves Depth to Free Water in Pit I2, (in.) _ Local Soil Survey Data 4-' 1�AC-Neutral Test Depth to Saturated Soil: 4 ' (in.) _ Other (Explain in Remarks) Basis for Decision: r,>ift;ld C`j,¢,.l,,,r( !� . �j Svc!/,(6 __ J. S. Jones and Associates, Inc. SOILS Map Unit Name - J / �Drainage Class: � ( eries and Phase): VOI/)7,4- Do Field Observations Taxonomy(Subgroup): /—hU✓eo#i A)97 /T Confirm Mapped Type? Ye ! Pofile Description: lJ Depth Matrix Colors Mottle Colors Mottle Texture, Structure Inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/contrast Concretions.etc. Hydric Soil Indicators: _ Concretions _ Histosol _ High Organic Content in Surface layer _ Histic Epipedon in Sandy Soils _ Sulfidic Odor _ Organic Streaking in Sandy Soils _ Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions _ Listed on National Hydric Soils List Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) 2 Chroma with Mottling Basis for Decision: / C 4ro," .* os/, _ WETLAND DETERMINATION Hydrophytic Vegetation Present? dic,No Is the Sampling Point in a Wetland? C Yes) No Wetland Hydrology Present? • No Hydric Soils Present? t : No Remarks: * This data form is a combination of the original and amended 1987 Routine Wetland Determination data forms. J. S. Jones and Associates, Inc. Routine Wetland Determination Data Form (1987 COE Wetlands Delineation Manual) Project/Site: 3 Z i A. Date: _ Applicant/Owner County:_/e7_____ `__ Investigator: State: Do Normal Circumstances exist on the site? a3 No Community ID: Is the site significantly disturbed(Atypical Situation) Yes Transect ID: Is the area a potential problem area? Yes e / Plot ID: Explain: Sample Loc.: �Z 3 Wetl./Upl: ..2,--' /7vU104 µC/ 1-e2 //�/Apt) /—e9'�lll-C VEGETATION jj Dominant Indicator Percent Basal Dominant Indicator Percent Stem Tree Sp cies t Cover Area Woody Vines Status Cover Count 1.A-( i�b 9.#114,4 y 1-A v /CY} 2. 10. 3. 11. 4. 12. Dominant Indicator Percent Stein Dominant Indicator Percent Shrub Species Status Cover Count Herb Species Status Cover 5. 13. 6. 14. 7 15. 8. 16. Percent of Dominant Species that are OBL, FACW or FAC: ��,y� (Excluding FAC-) �-�/d • Basis for Decision:al t 4.ye lc ._ , J% �Z /2 �,y,A,,,��fj 7 { ) (/9 / .� ,A) HYDROLOGY Wetland Hydrology Indicators: Recorded Data(Describe in Remarks): Primary Indicators: Stream, Lake or Tide Guage _Inundated —Aerial Photographs _Saturated in Upper 12 Inches _Other —Water marks k'VV Recorded Data Available: _ Drift Lines _ Sediment Deposits field Observations; _ Drainage Patterns in Wetlands Secondary Indicators(2 or more required): Depth of Surface Water (in.) _ Oxidized Root Channels(upper 12") — Water-Stained Leaves Depth to Free Water in Pit (in.) — Local Soil Survey Data — FAC-Neutral Test Depth to Saturated Soil: (in.) _ Other (Explain in Remarks) Basis for Decision: / 1le.g 3 I r ?jJY.eA fr J. S. Jones and Associates, Inc. • SOILS Map Unit Name // Drainage Class:/� /(0lf :Series and Phase): //dei �L-- Do Field Observations Taxonomy(Subgroup):_ � Confirm Mapped Type?de,No °ofile Description; Depth Matrix Colors Mottle Colors Mottle Texture, Structure :Inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/contrast Concretions.etc, — � /4'- [ CSC _ (p-r ,3 cif Gs� Hydric Soil Indicators: _ Concretions _ Histosol _ High Organic Content in Surface layer _ Histic Epipedon in Sandy Soils _ Sulfidic Odor _ Organic Streaking in Sandy Soils Aquic Moisture Regime _ Listed on Local Hydric Soils List _ Reducing Conditions Listed on National Hydric Soils List _ Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) 2 Chroma with Mottling Oasis for Decision: /a ,,&/ WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes 6) Is the Sampling Point in a Wetland? Yes Flo Wetland Hydrology Present? Yes d Hydric Soils Present? Yes Remarks: This data form is a combination of the original and amended 1987 Routine Wetland Determination data forms. < ' • • J. S. Jones and Associates, Inc. Routine Wetland Determination Data Form (1987 COE Wetlands Delineation Manual) Project/Site: 37/z1,/U6,0IN �� tiz Date: '' Z", • Applicant/Owner: /C e County: / fr Investigator: /&_�/740�T State: Do Normal Circumstances exist on the site? iii:Mo No Community ID: Is the site significantly disturbed(Atypical Situation) Yes d2c1 Transect ID: Is the area a potential problem area? Yes Plot ID: Explain: L Sample Loc.: Wetl./Upl: VEGETATION Dominant Indicator Percent Basal Dominant Indicator Percent Stem Tree Species Status Cover Area Wood Vii es Status Cover Count 17A ) v yo 9.. 12. Dominant Indicator Percent Stem Dominant Indicator Percent Shrub Species Status Cover Count Her Species Status Cover 5. y1)t& ,E 3 d 13 i-t/Le. f 4 6. 14. ' 7. 15. 8. 16. Percent of Dominant Species that are OBL, FACW or FAC: (Excluding FAC-) 0 Basis for Decision:77/ , B8l G�_�) �itXAJt i¢3 ,oriN — iw "r A U/a t<< , ,—,4 Oi3G i HYDROLOGY Wetland Hydrology Indicators _Recorded Data(Describe in Remarks): Primary Indicators: _Stream, Lake or Tide Guage _Inundated _Aerial Photographs —Saturated in Upper M2 Inches _Other — Water marks (/No Recorded Data Available: _ Drift Lines _ Sediment Deposits Field Observations; _ Drainage Patterns in Wetlands Secondary Indicators(2 or more required): Depth of Surface Water (in.) _ Oxidized Root Channels(upper 12") — Water-Stained Leaves Depth to Free Water in Pit (in.) — Local Soil Survey Data • — FAC-Neutral Test ' Depth to Saturated Soil: (in.) _ Other (Explain in Remarks) Basis for Decision: l�°ir q 5 / .t ?fe eO I /� I J. S. Jones and Associates, Inc. ' SOILS ' �� Map Unit Name /' / Drainage Class:.�o l/ (Series and Phase): & ,fiC- Do Field Observations Taxonomy(Subgroup) Confirm Mapped Type? pofile Description: Depth Matrix Colors Mottle Colors Mottle Texture, Structure (inches) Ho on (Munsell Moist) Abundance/contrast Concretions.etc. -t- G 5 e-- Hydric Soil Indicators: _ Concretions _ Histosol _ High Organic Content in Surface layer _ Histic Epipedon in Sandy Soils _ Sulfidic Odor _ Organic Streaking in Sandy Soils _ Aquic Moisture Regime _ Listed on Local Hydric Soils List _ Reducing Conditions _ Listed on National Hydric Soils List Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) _ 2 Chroma with Mottling Basis for Decision: /,v1« WETLAND DETERMINATION 'Hydrophytic Vegetation Present? Yes 63 Is the Sampling Point in a Wetland? Yes Wetland Hydrology Present? Yes Hydric Soils Present? Yes 67 Remarks: * This data form is a combination of the original and amended 1987 Routine Wetland Determination data forms. J. S. Jones and Associates, Inc. Routine Wetland Determination Data Form (1987 COE Wetlands Delineation Manual) Project/Site37/2 4 A-k 1,c) /9' ,OC Date: ____ _ Applicant/Owneryi ?(S County:Investigator: / 4..4 State: f(J Do Normal Circumstances exist on the site? No Community ID: Is the site significantly disturbed(Atypical Situation) es 11 Transect ID: Is the area a potential problem area? Yes Plot ID: Explain: Sample Loc.: �,,L-S' Wetl./Upl: L VEGETATION Dominant Indicator Percent Basal Dominant Indicator Percent Stem Tree Species Status Cover Area Woody Vines Status Cover Count I. 9. 2. 10. 3. 11. 4.1 12. Dominant Indicator Percent Stem Dominant Indicator Percent Shrub Species Status Cover Count Herb S ecies Status Cover 5.V 13. D 19- , ( 3 %) 6. 14. 2v _�1,��!'9 / ) / 8. 16. Percent of Dominant Species that are OBL, FACW or FAC: ,, _�J (Excluding FAC-) /"v/D 74, ed / Basis for Decision: U•,3e/, / 71 ��_� il/ ''� 4Q,.4 y,,, , ,,,,_ pLiontrzmi_xeiA/q/A0/41, /Z27% ,z{ 2 / HYDROLOGY Wetland Hydrology Indicators: _Recorded Data(Describe in Remarks): Primary Indicators: _Stream, Lake or Tide Guage _Inundated _Aerial Photographs .maturated in Upper 12 Inches Other _Water marks "'No Recorded Data Available: _ Drift Lines Sediment Deposits Field Observations: ✓ISrainage Patterns in Wetlands Secondary Indicators(2 or more required): Depth of Surface Water (in.) _ Oxidized Root Channels(upper 12") _ Water-Stained Leaves Depth to Free Water in Pit / c(in.) Local Soil Survey Data VAC-Neutral Test Depth to Saturated Soil: _ 7 (in.) _ Other (Explain in Remarks) Basis for Decision: 6�,,t_ S Ji . 1),-A,u�� ,1�� ,_ ? � 1 J. S. Jones and Associates, Inc. • SOILS Map Unit Name Drainage Class: !— (Series and Phase): -//gi/77/9-• Do Field Observations Taxonomy(Subgroup) /z)/Ort,'( 7 / io Q13 Confirm Mapped Type? Yer J'ofile Description: / Depth Matrix Colors Mottle Colors Mottle Texture, Structure (Inches) Horizon Munsell Moist (Munsell Moist) Abundance/contrast Concretions,etc. ��—2--e> 15L. 2 e- 2 3 5-9/211-4 /s'L Hydric Soil Indicators: _ Concretions _ Histosol _ High Organic Content in Surface layer Histic Epipedon in Sandy Soils _ Sulfidic Odor _ Organic Streaking in Sandy Soils Aquic Moisture Regime _ Listed on Local Hydric Soils List Reducing Conditions _ Listed on National Hydric Soils List '-6-leyed or Low-Chroma Colors _ Other(Explain in Remarks) _ 2 Chroma with Mottling Basis for Decision: / ehio/n/f e /U" WETLAND DETERMINATION Hydrophytic Vegetation Present? No Is the Sampling Point in a Wetland? Yes No Wetland Hydrology Present? No Hydric Soils Present? No 1 Remarks: * This data form is a combination of the original and amended 1987 Routine Wetland Determination data forms. • J. S. Jones and Associates, Inc. Routine Wetland Determination Data Form (1987 COE Wetlands Delineation Manual) _ nn - Project/Site: 3 1 Z L�ti Ca/� �`/z�c �� Date: G1 Z c Applicant/Own • County: /4 Investigator: State: � Y Do Normal Circumstances exist on the site? No Community ID: Is the site significantly disturbed(Atypical Situation) Yes (9 Transect ID: Is the area a potential problem area? Yes 65 Plot ID: Explain: Sample Loc.: 6 Wetl./Upl: VEGETATION Dominant Indicator Basal Dominant Indicator Stem Tree Species Status Area Woody Vines Status Count i 2 L./4,v`e File() 9. A:e>% 2. 10. 3. 11. 4. 12. Dominant Indicator Percent Stem Dominant Indicator Percent Shrub Species Status Cover Count Herb Species Status _ Cover 5. 13. 6. 14. 7. 15. 8. 16. Percent of Dominant Species that are OBL, FACW or FAC: d (Excluding FAC-) !� Basis for Decision: HYDROLOGY Wetland Hydrology Indicators: _ Recorded Data(Describe in Remarks): Primary Indicators: _Stream, Lake or Tide Guage Inundated Aerial Photographs _Saturated in Upper 12 Inches _Other Water marks 'No Recorded Data Available: _ Drift Lines _ Sediment Deposits Field Observations: _ Drainage Patterns in Wetlands Secondary Indicators(2 or more required): Depth to Surface Water (in.) _ Oxidized Root Channels(upper 12") Water-Stained Leaves Depth to Free Water in Pit (in.) _ Local Soil Survey Data FAC-Neutral Test Depth to Saturated Soil: (in.) _ Other (Explain in Remarks) Basis for Decision: lvdlr A N01._ 1/o J. S. Jones and Associates, Inc. SOILS Map Unit Name h A Drainage Class: (rid/1 Ae (Series and Phase): it t d (2 3 L Do Field Observations (Taxonomy(Subgroup): jn�► (�/ h� �� Confirm Mapped Type? Yej No 1Pofile Description: (Depth Matrix Colors Mottle Colors Mottle Texture, Structure (Inches) Hgrizon Munsell M ist (Munsell Moist) Abundance/contrast Con etions,etc. iiiil[r7ig. f ?/). DI,>` Cs 5e Hydric Soil Indicators: _ Concretions _ Histosol _ High Organic Content in Surface layer _ Histic Epipedon in Sandy Soils _ Sulfidic Odor _ Organic Streaking in Sandy Soils _ Aquic Moisture Regime _ Listed on Local Hydric Soils List _ Reducing Conditions _ Listed on National Hydric Soils List Gleyed or Low-Chroma Colors _ Other(Explain in Remarks) 2 Chroma with Mottling Basis for Decision: (,i uvOin4-64m,0 WETLAND DETERMINATION Hydrophytic Vegetation Present? Yes tj ) Is the Sampling Point in a Wetland? Yes 616 Wetland Hydrology Present? Yes o Hydric Soils Present? Yes Remarks: * This data form is a combination of the original and amended 1987 Routine Wetland Determination data forms. . r -� • Wetland and Buffer Functions and Semi-quantitative Performance Assessment Wetland # 3712 Lincoln Ave. N.E. Staff Repath Date 9/25/98 Location S T R Criteria Function Group 1 1 pt Group 2 2 pts Group 3 3 pts Flood/ _size<5 acres X size 5-10 acres _size>10 acres Storm Water — riverine or lakeshore wetland X mid-sloped wetland _depressions,headwaters,bogs,flats < 10%forested cover X 10-30%forested cover _>30%forested cover Control X unconstrained outlet _ semi-constrained outlet culvert/bermed outlet _ located in lower l/3"d of the located in middle 1/3nd of the X located in upper 1/3"i of drainage drainage drainage Points IQ (max 15) Base Flow/ X size<5 acres _ size 5-10 acres _size>10 acres Ground Water _ riverine or Lakeshore wetland X.mid-sloped wetland depressions,headwaters,bogs,flats _ located in lower 1/3th of the located in middle 1/3 of X located in upper 1/3m of drainage Support drainage drainage _ temporally flooded or saturated X seasonally or semi-permanently permanently flooded or saturated,or flooded or saturated intermittently exposed _ no flow-sensitive fish populations X low flow-sensitive fish _ high flow-sensitive populations Points IQ on-site or downstream populations on-site or downstream contiguous with site in highly permeable (Max 15) strata Erosion/ _Sparse grass/herbs or no veg along _ moderate wood or veg along X dense wood or veg along OHWM Shoreline OHWM OHWM Protection X wetland extends <30 m from wetland extends 30-60 m from _ wetland extends>200 m from OHWM OHWM OHWM _ highly developed shoreline or X moderately developed _undeveloped shoreline or Points j subcatchment shoreline or subcatchment subcatchment (Max 9) Water Quality X rapid flow through site _ moderate flow through site _ slow flow through site Improvement — <50%veg cover _ 50-80%cover X>80%veg cover Points 2 — upstream in basin from wetland is X <50%of basin upstream from _ >50%of basin upstream from wetland (max 12) undeveloped wetland is developed developed X holds<25%overland runoff holds 25-50%overland runoff holds>50%overland runoff N?A =Not Applicable, N/I =No Information Available Dominant Vegetation: Deciduous forest, Himalayan blackberry understory plant community. Wildlife: . Wetland and Buffer Functions and Semi-quantitative Performance Assessment Wetland# 3712 Lincoln Ave. N.E. Staff Repath Date 9/25/98 Location$ T R Criteria F ction Group 1 1 pt Group 2 2 pts Group 3 3 pts N tural _ size<5 acres X_ size 5-10 acres _size>10 acres Bi logical _ ag land,low veg structure X. 2 level veg _high veg structure X seasonal surface water _ permanent surface water ._open water pools through summer Support _one habitat type X. two habitat types _z 3 habitat types PAB POW PEM PSS PFO EST PAB POW PEM PSS PFO EST PAB pow PEM PSS PFO EST _ low plant diversity(<6 species) X. moderate plant diversity(7-15 _high plant diversity(>15 species) Points 21 species) (max 36) _>50%invasive species X.10-50%invasive species _<10%invasive species _low primary productivity X_moderate primary productivity _ high primary productivity _ low organic accumulation _ moderate organic accumulation _ high organic accumulation low organic export X.moderate organic export _ high organic export _ few habitat features X, some habitat features _ many habitat features buffers very disturbed X buffers slightly disturbed —buffers not disturbed _ isolated from upland habitats _ partially connected to upland X well connected to upland habitats J habitats Overall Habitat _size<5 acres X size 5-10 acres _size> 10 acres Functions _low habitat diversity X. moderate habitat diversity —high habitat diversity Points _low sanctuary or refuge X- moderate sanctuary or refuge — high sanctuary or refuge (max 9) Specific _ Low Invertebrate Habitat X. moderate invertebrate habitat _high invertebrate habitat {abltat _low amphibian habitat X-moderate amphibian habitat —high amphibian habitat X- low fish habitat _ moderate fish habitat _high fish habitat Flinctions low mammal habitat X. moderate mammal habitat _high mammal habitat Points Q _ low bird habitat X moderate bird habitat _high bird habitat (max 15) Cultural/ 2C low educational opportunities _ moderate educational opportunities _ high educational opportunities SpcioeConimiC X low aesthetic value — moderate aesthetic value —high aesthetic value 1 Points Z x_lacks commercial fisheries, — moderate commercial fisheries — high commercial fisheries (max 21) agriculture,renewable resources agriculture,renewable resources agriculture,renewable resources X_lacks historical or archeological _ moderate historical or _ important historical or resources archeological site archeological site X-lacks passive and active _some passive and active recreational _ many passive and active recreational opportunities opportunities recreational opportunities X privately owned _ privately owned,some public _ unrestricted public access access X not near open space _ some connection to open space _directly connected to open space Notes: B4 - 29 TUN R5E E 1/2 C-P t \):_. I SE 80th St. , ____n___ NE 43 lh '1 C ___R- 0 1 U w .I z .. -ci — / —17 w -----------\ TC__(,1 c) R t-10- › -‹ .. I NE 40th St ..a co — c a �� o — (-I- — 6,-- - .. .. R 8— ,,_ T f slit 1 SE 86th a��II — 8 R �, ) Z 0 36th SE 88t1- zp , I li. \ ' N — 277 ( SE 89t1- eh CD R a R_8 ' — SE 90th R Cz NE,-33rd St, 0 S. RC s, c- '<- 411 NE31stSt i CC \___--\ $, N - i ,- Z - %__: VRC 11_ ,,, . .,., i -7,. __ 1 1,ttilAI I I • I ' / 'e:9%' [ ,-R�8\ ,h St -- /� 7th Sty. 11 t I r--8h-- �- so _ D4 - 5 T23N R5E E 1/2 c.,~ T �' ZONING Y �°oo 44° C4 GX�lBl i,ae 4. • 1 "''""` 32 T24N R5E E 1/2 114'1a'D g ' 1 ' ' "4 ZONING MAP BOOK egg; 9 /� ,� 93' _ 455 t i lit • .li 459 ' '` _NJ. , i �;` 'fit �;r, ��[ �'�' ❑❑11 i., ,Pr ri., ii _ :::,:,,,:„. •. , �^T I+R�r :5 i. , ‘�' •..a �' 2a�`'5E �• f , lsZ�. �' no 4i�� 26 T2414 R5E •'a-.t‘',..•:.:::::::.:::.::.:-:;' 9• 4 .,..: N, 3 -. 1-!:-- 1F.t14411-.1/1 1 ., :711 i‘or 7. :ilk- 1, 464 , '1' i-r a]::. 'Cd iii,a;::,,r1 ,e17'j ' .t.7 2 . 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J I-' I •M /� 1A,! �11� Ii r lie 23- ... a�`'.r.'I 4' 22 T23N e p� 3N' 1 23 T23N R5E i � �� it �� n f '^'��`'�+. ll .. �0:. ` Nit t ,I ; R /., f i .�► �irtil:i11 , eeawB t '44 .- (26 �ij51 mo_ '._ ® .n. J. pin". lir .. 82511 + : �►fi � . •)Eil •i, 7 li. _ _I lir: sit . .. . : ,K• --,-- iikl..•'.14'‘—r-' •�ma 136'f23N'RZ •, T2 41 R5E i 3 •5E SExa f4 3N R5E 35 T23N CtW w3 �.rfA-A- am : ; i _•a-iiiitioR \ I a i :c 833 :— Iw..P _ 1 PANTIM IA -ii, 'N _.. it, le, "4. • 6 T2 N '5E 1 / 22N 'SE• ' .1 �'SE •_�� R - ._. 1 2 T22N R5E -- oilk-��•..... �.eae=r.as.ee ew. _.__--._.-- - KROLL I CC Convenience Commercial I RC 1 Resource Conservation ca) Publicly Owned IDEnResidential 5 du/ac du/ac I� Center Neighborhood ----- Renton City Limits (V_ I CO Center Suburban - Adjacent City Limits R-S 1 Residential 5 IR-R I Residential 8 du/ac I CD Center Downtown I.._1 (Grey Text) Prezones SECT/TOWN/RANGE '.w.w I RAH I Residential Manufactured Homes ICOR Center Office Residential • Automall District A I coCommercial Arterial 1•:•:•:1 Automall District B IR-lo1 Residential 10 du/ac rR-14l Residential 1/ du/ac I CA Commercial Arterial Automall PAGE I Re-11 Residential Multi-Family Inflll 1 CO Commercial Office a�y�s;N ,I RN-N I Residential Multi-Family Neighborhood Center I IN Industrial - Heavy INDEX tag i .NJ)s •'-; IRM-CI Residential Multi-Family Suburban Center I IN Industrial - Medium r :1'i1( .a R.71 Residential Multi-Family Urban Center 1 IL Industrial - Light 7 j` j� 11 IJ P-I Public Use Geotechnical Engineering Report Taylor Court Short Plat 3711 Monterey Place N.E. Renton, Washington June 29, 2005 Prepared For: Joe Pruss 18211 240th Avenue S.E. Maple Valley, Washington 98038 Prepared By: Dennis Joule, P.E. 31700 S.E. 46th Street Fall City, Washington 98024 DEVELOPMENT PL.ANNltr't' CITY OF PENTON 'JUL - 82U5 RECEIVED Consultant In Geotechnical Engineering El North Scale: 1 i�' New MSE/Ecology Block Wall -- See Report Text&Appendix A Wall Top=53' Wall Top=53' Wall Toe=45' \ Wall Toe=48' 46_---- L-u 46 i , / ________ 11 \ ..t:`. 8/); ,:z e . ‘*911______ :a Lot _ ik� , �� % 1� n >, `� / / - •• . . .. ..l' • • • • •100----..iis ---"IN ::: ": Remo\ \i' 6 ilf th, \\ \ ,,,i ,, ..10 •_.: \ 1 i. o Wall Toe � 3 ��`,_% ..,. _ _ _r�� eo 4 -aiilill 41, 12 -111%\ IN GEOTECHNICAL INVESTIGATION Taylor Court Preliminary Subdivision King County,Washington I TP-1 Dennis Joule,P.E. Indicates the location of the trackhoe test pits 31700S.E.4Street Fall City,Washington 98024 (425)2224661 GEOTECHNICAL ENGINEERING REPORT TAYLOR COURT SHORT PLAT Renton, Washington June 29, 2005 INTRODUCTION The project site, located at 3711 Monterey P1. N.E. (112th Place S.E), is a little over 1.5 acres in area and approximately rectangular in plan. Vicinity maps are contained in Appendix C, this site is Parcel Number 3345700205. The planned development consists of creating nine single-family residential lots with associated road and utilities. There is an existing residence on the property (proposed lot 8) that is to remain. INFORMATION PROVIDED A CAD file drawing showing the site location, dimensions, topography, and proposed development plans was provided by Baima-Holmberg, Inc., Civil Engineers of Issaquah. This information was used in preparing the drawing on the opposite page, which also shows the locations of the trackhoe test pits. SCOPE The scope of work in this investigation included the following: 1. Subsurface exploration by means of three trackhoe test pits, 2. Engineering evaluation and analysis of field data and published documents for the purpose of providing recommendations regarding the geotechnical aspects of site development, and 3. Preparation of this report in accordance with Chapter 18 of the U.B.C., presenting the findings and recommendations. Page 1 Project 1901 June 29, 2005 FINDINGS Surface Conditions The property slopes down toward the northwest at an average slope of about fifteen percent. There is an existing residence with detached garage, one outbuilding, and a few small retaining walls on the property. is At the time of the field investigation the area around the residence was landscaped. The remainder of the property supported a heavy growth of native grasses and berry bushes with alder, fir, and maple trees. Geology The soils and land types of the King County Area formed largely in deposits of glacial drift laid down during the Vashon period of the Fraser glaciation late in the Pleistocene. This site is mapped as Vashon till (Vt)(Galster & Laprade, 1991). The Vashon till consists of very dense, consolidated lodgement till that ranges in thickness to nearly one hundred feet and has a mantle • of ablation till about three foot thick. The ablation till is loose, and it is in this material that soils of the Alderwood series formed. Subsurface Conditions The site is mapped by the U.S. Soil Conservation Service as Alderwood gravelly sandy loam (Ag). Within the fourteen-foot maximum depth of exploration the site is underlain by very silty fine sands and fine sandy silts. The soils become more compact with depth, and are hard and slightly cemented below ten to thirteen feet.. No ground water was encountered in the test pits. However, color mottling was observed in all holes, and the soil was very moist in test pit 2. Test pit logs are appended. CONCLUSIONS Seismic Considerations and Liquefaction As with all land in the Puget Sound region, this property lies in Seismic Zone 3. Seismic hazards can be divided into two general categories, hazards due to ground rupture and hazards due to ground shaking. Since no faults are known to pass through the site, the possibility of earthquake induced ground rupture appears to be remote. Page 2 Project 1901 June 29, 2005 Even if severe ground shaking were to occur at the site, the very silty fine sands and fine sandy silts encountered in the exploration will not liquefy because they are not saturated and they do not have the characteristics of materials prone to liquefaction under dynamic loads. The sands encountered are too compact, and their hydraulic conductivity allows dissipation of excessive pour pressure. The silts are too compact, and can rely on the cohesive component of their shear strength. Compressible Soils No compressible soils were encountered. Slope Stability No steep slopes were observed within the site or adjacent to the property. Groundwater The test pits were logged following a wet spring and no standing or seepage was observed in the test pits. The soil color mottling observed appears to be caused by seasonal surface water percolating down through the restrictive soil layers. RECOMMENDATIONS Existing Structures The existing residence is to remain. The small outbuilding is to be removed from the site. This outbuilding is set on pier blocks and does not appear to have an in-ground foundation system. All concrete and debris resulting from demolition must be removed from the site. Existing Fill Soil Reportedly, there is up to seven feet of fill soil in the lawn area just north of the existing residence. When the cul-de-sac is constructed the excavation will remove most of this material. The remaining material should be evaluated and removed or recompacted, if necessary. Site Preparation Depressions and loose soil zones resulting from the removal of the septic tank, trees, large shrubs, or underground structures (that may be encountered during construction) should be carefully backfilled with thoroughly compacted on-site inorganic soil or approved import soil. Page 3 Project 1901 June 29, 2005 The surface of the site within the proposed building and pavement areas should be stripped to remove vegetation and organic topsoil. Soil containing more than two percent by weight organic matter should be considered organic. Stripping depths should be decided in the field at the time of construction but for planning purposes an average stripping depth of six inches may be assumed. Strippings may be stockpiled for subsequent use in landscaped areas. Moisture Sensitivity of On-Site Soils Near surface on-site soils are slightly plastic and sensitive to soil-water content. These materials tend to retain moisture, and become soft and muddy during wet weather. It may be difficult to operate construction equipment within this site when the soils are too wet. Excavation and Slopes Cut or fill banks should not exceed slopes of 2:1. These slopes should immediately be covered with visqueen. The visqueen should remain until they can be landscaped. Soil stockpiles should be covered with visqueen to prevent saturation and erosion. MSE Wall Along the North and West Site Boundary To improve rear yard grades within lots 3, 4, 5, and 6, a wall is planned along the north and west site boundary. While various wall types can be considered, it is felt that an MSE (mechanically stabilized earth) / Ecology Block wall system is the most efficient. A wall design for this wall system is presented in Appendix A. The wall will range in height up to eight feet. Grading and Compaction If any import fill is required it should be inorganic, of low expansion potential, and should contain no rocks or lumps larger than 4 inches in greatest dimension. Stripped soil surfaces in those areas to receive structural fill, foundations, slabs-on-grade, or pavements, should be scarified to a depth of at least six inches. The soil should be moisture conditioned (or allowed to dry) to produce a moisture content of two percent above the optimum value and then compacted to a density equivalent to at least 90 percent of the maximum value as determined by ASTM Test D1557-70. (U.B.C. Standard 70-1: Field-tests by U.B.C. Standards 70-2, 70-3, 70-4, or 70-5). Structural fill using on-site or import inorganic soil should be placed in layers not exceeding eight inches in loose thickness, conditioned with water (or allowed to dry) and compacted to the requirements described previously. Page 4 Project 1901 June 29, 2005 Where the fill is to be placed on slopes exceeding ten percent the stripped ground is to benched prior to fill placement. Level benches are to be cut into the hillside at least five feet wide. Fill is to be placed in horizontal lifts. Utility Trenches Utility trench excavation can be performed with conventional mechanical equipment to depths up to fourteen feet. See the section regarding ground water. Vertical trench excavations up to four feet deep should be capable of standing either unbraced or with minimal bracing for short construction periods. For the purposes of this section of the report, backfill is material placed in a trench starting one foot above the pipe or conduit or at the top of concrete formed around the pipe or conduit; and bedding is all material placed in a trench below the backfill. Unless concrete bedding is required around utility pipe or conduits, free draining sand should be used as bedding. Sand bedding should be compacted by mechanical means to a density equivalent to at least 95 percent of the compaction test maximum (ASTM D1557-70). Trench backfill should be placed in horizontal layers not exceeding 6 inches in loose thickness and compacted by mechanical means at least 90 percent of the compaction test maximum (ASTM D1557-70). Residential Retaining Walls Retaining wall constructed as part of the foundation system cannot be allowed to "rotate", developing "active" soil pressures. Therefore an "at rest" lateral soil coefficient of 0.5 should be used. Retaining walls may be designed using the equivalent fluid pressure method. For non- compacted granular soil an average backfill soil unit weight of 100-1b/cu ft may be assumed (lateral pressure would then be 50-1b/cu ft). The lateral coefficient of sliding between the concrete base and the soil may be designed at 0.35 for the underlying soils. Rockeries Rockeries are not earth retaining structures. Rockeries may be used as slough wall against stable earth cuts only. It is recommended that rockeries not be constructed over six feet high. Rockery construction must comply with the City of Renton rockery specifications. Embedded Post or Columns When designing posts or poles as embedded columns in accordance with U.B.C. Section 1806.8.2.1, lateral bearing (Si or S3) may be taken at 150 lb/ft2/ft depth below ground surface. Page 5 Project 1901 June 29, 2005 Residential Building Foundations When determining minimum earthquake forces for structures in accordance with U.B.C. Section 1629.1, consider the site to be underlain by soil Profile Type SD. The proposed single family residences may be supported on conventional shallow foundations bearing on firm natural soil or compacted structural fill. Reinforced concrete continuous footings may be designed to impose pressures on foundation soils up to 2000 pounds per square foot from dead plus normal live loading provided the resulting foundation width is not less than 12 inches for one story, 15 inches for two story, and 18 inches for three story portions of the structure. Individual reinforced concrete foundations, such as may be used for supporting columns, may also be designed to impose pressures of up to 2000 pounds per square foot from dead plus normal live loading, but should be at least 24 inches in minimal plan dimension. As a minimum, isolated concrete pads shall have two #4 bars. These bars shall form a cross (as seen in plan view), and shall be set mid depth in the concrete. Foundations should be embedded at least twelve inches below existing grade or adjacent finished grade, whichever is lower. Where footings are constructed adjacent to downslope rockeries, block walls, cut banks or slopes, there is to be a minimum 2:1 slope drawn between the bottom of the footing (point nearest the slope) and the toe cut bank, slope, or toe of any adjacent downslope wall or rockery. Footing embedment depth should be increased to meet this condition where foundations are near walls or slopes. Total Differential Settlement There are no compressible soils within the building areas. Soils are uniform in compactness and thickness within each building pad. Therefore, the total differential settlement for buildings designed and constructed in accordance with the recommendations presented in this report should be negligible. Settlement should occur during the initial framing period. Concrete Slabs-On-Grade Concrete floor slab should be constructed on compact soil subgrades prepared as described in the sections under Grading and Compaction. Page 6 Project 1901 June 29, 2005 Where floor dampness must be minimized, a minimum 4-inch section of capillary break material covered with a membrane vapor barrier should be placed between the floor slab and the compact soil subgrade. The capillary break should be free draining, clean gravel or rock, such as 3/8" pea gravel. The membrane vapor barrier should be at least 10-mil thick polyethylene or its equivalent. Where floor dampness is not objectionable, concrete slabs may be laid directly on the compact soil subgrade. Footing and Retaining Wall Drains Footing drains are required for all footings, rockeries, and retaining walls. A perforated drainpipe should be placed at the upslope base of the footing. The drainpipe should be covered with at least a twelve-inch wide zone of washed 1/2" to 1" drainrock. The drainrock layer should be about twelve inches thick for footings and should extend at least half way up the back of retaining walls. The drainrock should be covered with filter fabric paper, and a layer of native soil should be placed over filter fabric as a soil cap. Soil Infiltration Data This site not considered suitable for the use of infiltration system as a part of the storm water facilities. The soil permeability is too slow. Residential Lot Surface Drainage and Landscaping Surface drainage gradients should be planned to prevent ponding and to direct surface water away from the building, slabs, edges of pavements, and towards suitable collection and discharge facilities. Drainage pipe should be provided to catch and dispose of downspout rainwater, discharge should be into the storm sewer. Landscaped ground should slope down away from building foundations at a minimum five percent slope for at least five feet from the footings. Surface drainage should not be allowed to flow toward or over any steep slopes, rockeries, or walls. LIMITATIONS Changes in development plans will render these specific recommendations invalid unless such changes are reviewed by this office and these recommendations modified accordingly. Page 7 Project 1901 June 29, 2005 Subsurface exploration of any site is necessarily confined to selected locations, and conditions may and often do vary between these locations. Should varied conditions come to light during project development these conditions should be reported to this office for evaluation. Report Prepared By: Jp� Q��oF v+�tS,y'NC� y '0 Ac` �FG 1/ST6173V-R� =k. !�d <v� ,� Dennis Joule, P.E. EXPIRES 7-9-07 Page 8 Appendix A MSE/Ecology Block Wall Taylor Court Preliminary Subdivision Renton, Washington MSE / Ecology Block Wall The reinforcement material selected for this project is Mirafi Miragrid 3XTc Geotextile Fabric. The geogrid material is to have a minimum long term design strength (LTDS) of 1500 pounds per foot or greater. The reinforcement shall be rolled out, cut to length, and laid at the proper elevation, location, and orientation. Orientation of the reinforcement is of extreme importance since geogrids vary in strength with roll direction. The roll direction of geogrid should be laid in the direction of main reinforcement. The contractor shall be responsible for correct orientation. Reinforcement should be placed coincident with the compaction lift nearest the design elevation on the drawing. Geogrids can be placed directly on the existing fill surface. The geogrid is to extend over the top of the block (exception is the bottom geogrid) and the next block above placed. After being rolled out, the reinforcing material should be tensioned by hand until it is taut, free of wrinkles, and lying flat. No overlaps will be allowed in the direction of strength. Adjacent roll widths should overlap a minimum of 4 inches. The reinforcing material should be cut to length as shown on the drawing. A razor blade, scissors, or sharp knife are acceptable instruments to cut the material. Should it be necessary to section a roll width, a high speed, abrasive saw or vibrating knife-edge works well. Extreme care should be taken to prevent wrinkle development and/or slippage of reinforcement during fill placement and spreading. When practical, fill is to be placed in the direction in which the reinforcement was rolled out, to aid tensioning. However, if fill must be placed transverse to the roll length direction, slight (4-inch) overlaps between roll widths with the top piece of reinforcement being the first to receive fill, will prevent permanent folding of reinforcement. Rubber-tired equipment is allowed to pass over bare reinforcement at slow speeds, less than 10 mph, and without sudden braking. Track equipment should not be allowed onto bare reinforcement. To avoid damaging the reinforcement, there must be a minimum of six inches of fill on top of the reinforcement before tracked equipment can be operated. Reinforced backfill shall be placed and compacted in lifts not to exceed 6 inches where hand compaction is used, or 8 - 10 inches where heavy compaction equipment is used. Lift thickness shall be decreased to achieve the required density as required. Reinforced backfill shall be compacted to 95% of the maximum density as determined by ASTM D698. The moisture content of the backfill material prior to and during compaction shall be uniformly distributed throughout each layer and shall be dry of optimum, + 0%, - 3%. Ecology Block Retaining Wall System Unit drainage fill shall consist of clean 1" minus crushed stone or crushed gravel meeting the following gradation tested in accordance with ASTM D-422: Sieve Size Percent Passing 1 inch 100 3/4 inch 75-100 No. 4 0 - 10 No. 50 0 - 5 On ) cubic foot, minimum, of drainage fill shall be used for each square foot of wall face. Drainage fill shall be placed behind units to meet this requirement. Lev eling pad material shall be placed to the lines and grades shown on the construction drawings, to a minimum thickness of 6 inches and extend laterally a minimum of 6" in front and behind the wall unit. Soil leveling pad materials shall be compacted to a minimum of 95 '% Standard Proctor density per ASTM D-698. Leveling pad shall be prepared to insure full contact to the base surface of the concrete units. First course of units shall be placed on the leveling pad at the appropriate line and grade. Alignment and level shall be checked in all directions and insure that all units are in full contact with the base and properly seated. Place and compact drainage fill behind wall units. Place and compact backfill soil behind dra nage fill. Follow wall erection and drainage fill closely with structure backfill. Ma timum-stacked vertical height of wall units, prior to unit drainage fill and backfill pla cement and compaction, shall not exceed two courses. • • ////// ////i 5.0' S%/i% //////- 5.0' • 0//ii% % 11. 4 FT HIGH WALL 8 FT HIGH WALL GEOGRID IS TO BE SE BY CONTINUING THE F TOP OF THE BLOCK It BLOCK FACE,PLACINC BLOCK ABOVE,THEN' FABRIC AND PLACING FABRIC Original&FIi METAL LIFT WINO 9R I JD SPECIFICATION PAGE • IMP STANDARD BLOCK MSE/Ecology Block Wall North & West Site Boundary Taylor Court Short Plat Renton,Washington Dennis Joule, P.E. 31700 S.E 46th Street, Fall City,Washington 98024 Phone/FAX(425)222-4661 MSE Wall Calculations program MGRSW (ver 2 . 21 August 1990) copyrighit 1990 Mirafi Inc. MIRAFI Inc. P.O. Box 240967 Charlotte, N.C. 28224 U. S.A NOTES : To the J: est of our knowledge the calculations performed by this software are accurate!. However, Mirafi Inc cannot assume any liability whatsoever for the accuracy or reliability of the program and its related documentation. Therefore results from this program are neither guaranteed nor implied to be correct. As such, M _rafi Inc cannot be held responsible for incorrect results or damages resulting from the use of this program. Design calculations performed by this program should be checked and verified by a registered professional engineer. A registered professional engineer should review the design prior to construction to ensure proper wall drainage is established that will prevent th buildup of hydrostatic pressures over the service life of the structure. Additionally, the engineer should evaluate the GLOBAL STABILITY and the LOCAL STABILITY of the wall facia since GLOBAL STABILITY and LOCAL STABILITY of the facia ar•e not considered in this program. Suitability of any material or infringement of patents is the sole responsibility of the user. The user must satisfy himself/herself through independent investigation that all materials can be used safely. Mirafi Inc has described certain hazards in using this software and Mirafi Inc reinforcement products but cannot guarantee that these hazards are the only ones that exist. JOB: Taylor Court RUN: DATE: 0E-29-2005 ENGR: PROBLEM GEOMETRY: Wall Height = 8.0 (ft) Backslope angle = 1.0 (degrees) SURCHARGE DETAILS : Uniform surcharge starting at crest of wall Magnitude = 25 .0 (lbs/ft"2) SOIL DATA: COHESION FRICTION ANGLE BULK UNIT WEIGHT (lbs/ft"2) (degrees) ( lbs/ft"3) REINFORC: D ZONE 0. 0 30 .0 120 . 0 BACKFILL 0.0 30.0 120. 0 FOUNDATION 100 .0 30 .0 120 .0 RESULTS OF EXTERNAL STABILITY CALCULATIONS : F .S.' against bearing capacity failure = 5.39 BASE eccentricity = 0 .76 (ft) REINFORC:EMENT DETAILS: Base Re:Lnforcement length = 5.0 (ft) Number of Reinforcement layers = 3 Reinforcement Type = Miragrid 3XT Long Term Allowable Design Load = 1500 .0 ( lbs/ft) Coeffic:.ent of Shear Stress Interaction = 0.70 SUMMARY OF INTERNAL STABILITY CALCULATIONS: Assumed Earth Pressure distribution = Rankine, (i.e. Triangular) Active Earth Force = 134 . 7E+01 (lbs/ft) Minimum F.S. against grid tensile overstress = 1.86 in layer 1 Minimum F.S . against grid pullout = 1.51 in layer 3 RESULTS OF INTERNAL STABILITY CALCULATIONS: LAYER TYPE ELEV. L FHORIZ F.S. tensile V.Stress la Anch.CAP F.S. NO. NO. (ft) (ft) ( lbs/ft) Overstress (lbs/ft-2) (ft) (lbs/ft) Pullou 1 1 2.0 5.0 805 1.86 726 3.8 2258 2.80 2 1 4.0 5.0 337 4.45 488 2. 7 1061 3. 15 3 1 6.0 5.0 205 7.31 249 1.5 309 1.51 *see NOTES above for reference to drainage systems and global/local stability program MGRSW (ver 2 .21 August 1990) copyright 1990 Mirafi Inc. MIRAFI Inc. P.O. Box 240967 Charlotte, N.C. 28224 U.S .A NOTES: To the best of our knowledge the calculations performed by this software are accurate. However, Mirafi Inc cannot assume any liability whatsoever for the accuracf or reliability of the program and its related documentation. Therefor( results from this program are neither guaranteed nor implied to be correct. As such, Mirafi Inc cannot be held responsible for incorrect results or damages resulti:ig from the use of this program. Design calculations performed by this program should be checked and verified by a registered professional engineer. A registered professional engineer should review the design prior to constru' tion to ensure proper wall drainage is established that will prevent tt buildup of hydrostatic pressures over the service life of the structure. Additionally, the engineer should evaluate the GLOBAL STABILITY and the LOCAL STABILI"'Y of the wall facia since GLOBAL STABILITY and LOCAL STABILITY of the facia are not considered in this program. Suitability of any material or infringement of patents is the sole respons:l_bility of the user. The user must satisfy himself/herself through independent investigation that all materials can be used safely. Mirafi Inc has described certain hazards in using this software and Mirafi Inc reinforcement products but cannot guarantee that these hazards are the only ones that exist. JOB: Taylor Court RUN: 1 DATE: 06-29-2005 ENGR: PROBLEM GEOMETRY: Wall Height = 6.0 (ft) Backslole angle = 1.0 (degrees) SURCHARGE DETAILS: Uniform surcharge starting at crest of wall Magnitude = 25.0 ( lbs/ft-2 ) SOIL DATA: COHESION FRICTION ANGLE BULK UNIT WEIGHT (lbs/ft"2) (degrees) ( lbs/ft-3) REINFORCED ZONE 0 .0 30.0 120. 0 BACKFILL 0.0 30.0 120.0 FOUNDATION 100.0 30.0 120 .0 RESULTS OF EXTERNAL STABILITY CALCULATIONS: F.S. against bearing capacity failure = 6.72 BASE eccentricity = 0.55 (ft) REINFORCEMENT DETAILS : Base Reinforcement length = 4.0 (ft) Number 3f Reinforcement layers = 2 Reinforcement Type = Miragrid 3XT Long Term Allowable Design Load = 1500 .0 ( lbs/ft) Coefficient of Shear Stress Interaction = 0.70 SUMMARY OF INTERNAL STABILITY CALCULATIONS: Assumed Earth Pressure distribution = Rankine, (i.e. Triangular) Active 1:sarth Force = 770.2E+00 ( lbs/ft) Minimum F.S. against grid tensile overstress = 2.65 in layer 1 Minimum F.S . against grid pullout = 1 . 64 in layer 2 RESULTS OF INTERNAL STABILITY CALCULATIONS: LAYER TYPE ELEV. L FHORIZ F.S. tensile V.Stress la Anch.CAP F.S. NO. NO. (ft) (ft) (lbs/ft) Overstress ( lbs/ft"2) (ft) (lbs/ft) Pullou 1 1 2.0 4.0 565 2.65 485 2.8 1116 1.98 2 1 4.0 4 .0 205 7. 31 247 1.7 337 1. 64 *see NOTES above for reference to drainage systems and global/local stability Appendix B Test Pit Logs SOIL LOG - TEST PIT No. 1 PROJECT: Taylor Court Short Plat - Renton DATE: 6-28-05 EXCAVATED BY: Komatsu PC45 Trackhoe HOLE ELEVATION: 50' DEPTH TO GROUNDWATER: INITIAL None FINAL -- LOGGED BY: DJ SOIL DESCRIPTION 1 COLOR MOISTURE CONSISTENCY SOIL TYPE DEPTH PENITR.. TORVANE Very Silty Fine SAND with Occasional Gravel Brown Damp Loose SMN -1- Medium Dense -2- Fine Sandy SILT, Slightly Plastic Gray Damp Stiff MLS -3- Mottled 1.8 Orange -4- TSF -5- -6- Hard 4.0+ -7 - TSF -8- -9 - -10- -11- Bottom Hole 11' No Water -12- -13- -14- -15- -16- -17- -18- -19- -20- CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM - PENITR. INDICATES READINGS TAKEN WITH A SOILTEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOILTEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER SOIL LOG - TEST PIT No. 2 PROJECT: Taylor Court Short Plat - Renton DATE: 6-28-05 EXCAVATED BY: Komatsu PC45 Trackhoe HOLE ELEVATION: 68' DEPTH TO GROUNDWATER: INITIAL None FINAL -- LOGGED BY: DJ SOIL DESCRIPTION COLOR MOISTURE CONSISTENCY SOIL TYPE DEPTH PENITR.. TORVANE Very Silty Fine SAND with Occasional Gravel Brown Moist Loose SMN -1- Medium Dense -2- Fine Sandy SILT, Slightly Plastic Gray Moist Firm MLS , -3- Mottled 0.9 Orange -4- TSF -5- -6- -7 - -8- Very Moist Stiff -9 - 1.8 TSF -10- -11- -12- -13- Moist Hard 4.0+ -14- TSF Bottom Hole 14' No Water -15- -16- -17- -18- -19- -20- CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM - PENITR.INDICATES READINGS TAKEN WITH A SOILTEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOILTEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER SOIL LOG - TEST PIT No. 3 PROJECT: Taylor Court Short Plat - Renton DATE: 6-28-05 EXCAVATED BY: Komatsu PC45 Trackhoe HOLE ELEVATION: 68' DEPTH TO GROUNDWATER: INITIAL None FINAL -- LOGGED BY: DJ SOIL DESCRIPTION COLOR MOISTURE CONSISTENCY SOIL TYPE DEPTH PENITR.. TORVANE Very Silty Fine SAND with Occasional Gravel Brown Moist Loose SMN -1- Medium Dense -2- Fine Sandy SILT, Slightly Plastic Gray Damp Very MLS -3- Mottled Stiff 3.0 Orange -4- TSF -5- -6- -7 - -8- -9 - -10- Hard 4.0+ -11- TSF Bottom Hole 11' -12- No Water -13- -14- -15- -16- -17- -18- -19- -20- CONSISTENCY AND SOIL TYPE INDICATE SOIL CLASSIFICATION BASED ON THE SUGGESTED REVISIONS TO THE UNIFIED SOILS CLASSIFICATION SYSTEM - PENITR.INDICATES READINGS TAKEN WITH A SOILTEST POCKET PENITROMETER INSTRUMENT - TORVANE INDICATES READINGS TAKEN WITH A SOILTEST HAND TORVANE INSTRUMENT SOIL DENNIS JOULE, P.E. CIVIL ENGINEER Appendix C Vicinity Maps Map Output Page 1 of 1 0Home�_./ King County MCC= Services Comments Search iMAP - Pro sort Information Plannin. • 3fivl'Je7 1 • :33 �aIna 1 I • v4al.910!69 _ 9.7jJ7 ?!.A 1 * L S 't r • &If ,r. t k:nlk 't ., . - 4 .v-..,...,'.•,t.:..1/%.,5'% Y 4."I00t83 T . 3345 O'J1 18; o.`3 . +S t 9(,Q) }• ;' t 's i a '.T ". 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King County makes no representations or warranties,express or implied,as to accuracy,completeness,timeliness,or rights to the use of such information.King County shall not be liable for any general,special,indirect,incidental,or consequential damages including,but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map.Any sale of this map or information on this map is prohibited except by written permission of King County. King County I GIS Center I News I Services I Comments I Search By visiting this and other King County web pages,you expressly agree to be bound by terms and conditions of the site.The details. qq�-3q t\i S&E E Soil & Environmental Engineers REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED MARSHALL SHORT PLAT RENTON, WASHINGTON S&EE JOB NO. 99 y. MAY 24, 1999M 1C LEA CITY OF RENTON RECEIVED ,1 2 1999 Lik'riSIOj 9914rpt S&EE S&EE SOIL&ENVIRONMENTAL ENGINEERS, INC. 16625 Redmond Way,Suite M 124,Redmond,Washington 98052,(425)868-5868 FAX(425)868-7427 May 24, 1999 Chambord Development Company P.O. Box 637 Carnation, WA 98014 Attn: Mr. Lavern Poston Report of Geotechnical Investigation Proposed Marshall Short Plat Renton, Washington S&EE Job No. 9914 Dear Lavern: We are pleased to present herewith our Report of Geotechnical Investigation for the referenced project. Our services were authorized by you and have been provided in accordance with our proposal dated April 28, 1999. We appreciate the opportunity to provide our services. Should you have any questions regarding the contents of this report or require additional information, please contact the undersigned. Very truly yours, SOIL&ENVIRONMENTAL ENGINEERS, INC. G-1ENG 4 Branden Reall LAV Staff Engineering Geologist 28168 ft.A&,.._4G/STSOi ONALcs 6/" r ---4e/%'s7 I ems. NoV � C. J. Shin, Ph.D., P.E. President CC: Phil Kitz Laura Grignon 9914rpt S&EE TABLE OF CONTENTS Section Page 1.0 INTRODUCTION 1 2.0 SCOPE OF SERVICES 1 3.0 SITE CONDITIONS 2 3.1 SURFACE CONDITIONS 2 3.2 SUBSURFACE CONDITIONS 3 3.3 GROUNDWATER CONDITIONS 3 4.0 ENGINEERING EVALUATION OF SLOPE STABILITY 4 5.0 CONCLUSIONS AND RECOMMENDATIONS 4 5.1 SITE PREPARATION AND STRUCTURAL FILL -t 5.2 FOUNDATION SUPPORT 5 5.3 SLAB SUPPORT 6 5.4 DRAINAGE 7 5.5 LATERAL EARTH PRESSURES 8 5.6 PERMANENT AND TEMPORARY EXCAVATIONS 8 5.7 INFILTRATION 9 5.8 ADDITIONAL SERVICES 9 6.0 CLOSURE 10 FIGURE 1: SITE AND EXPLORATION PLAN APPENDIX A: FIELD EXPLORATION AND LOGS REPORT OF GEOTECHNICAL INVESTIGATION PROPOSED MASHALL SHORT PLAT RENTON,WASHINGTON for CHAMBORD DEVELOPMENT COMPANY 1.0 INTRODUCTION We present in this report the results of our geotechnical investigation for the proposed residential development located at 3712 Lincoln Ave. NE, Renton, Washington. We understand from Mr. Lavern that the proposed development will involve the construction of 8 single family residences. We further understand from the civil engineer, Ms. Laura Grignon of Eastside Consultants, that minimal excavation and fill will be required to establish final grades. We assume that the structural loads will be typical for residential homes. A site plan is shown in Figure 1, which is included at the end of this report. 2.0 SCOPE OF SERVICES The purpose of our geotechnical investigation is to develop information for recommendations regarding site development and foundation support. Specifically, our services included: 1. Exploration of soil and groundwater conditions underlying the site through the excavation of 6 test pits to depths of 5.8 to 10.1 feet. Details of the exploration program and the logs of the test pits are presented in Appendix A at the end of this report. 2. Recommendations regarding type of foundation support for the proposed houses. 3. Evaluation of the stability of the on-site slopes in regards to pre-and post-development conditions. 4. Recommendations regarding the subsurface drainage system to be used for under slab-on-grade, footings, and subsurface walls. 9914rpt S&EE 5. Recommendations regarding active and at-rest earth pressures to be used for the design of any retaining structures. 6. Recommendations regarding passive soil resistance and coefficient of friction for the resistance of lateral loads. 7. Recommendations regarding temporary and permanent slopes. 8. Recommendations regarding site preparation, including removal of unsuitable soils, suitability of on-site soils for use as fill, fill placement techniques, and compaction criteria. 9. Seven copies of a written geotechnical report containing a site plan, test pit logs, a description of subsurface conditions, and our findings and recommendations. 3.0 SITE CONDITIONS 3.1 SURFACE CONDITIONS The site is located on a hillside with slope inclinations varying from about 10 to 30 percent. The site is bounded by Lincoln Avenue NE to the west, and single-family residences to the north, south and east. At the time of this report, the eastern portion of the site is occupied by wetlands. A drainage ditch, and overhead power and communication lines are present along Lincoln Avenue NE. A house, garage, and several small sheds occupy the southwestern portion of the site. We understand that the drain field of a septic system is present to the north of the house. We observed an overhead power and communication lines connecting from the street to the house. An existing water well which serves the on-site residence, is located approximately 40 feet south of the existing house. This well is connected to the house by an underground pipe. The remaining portion of the site is covered with high brush and young to older deciduous and coniferous trees. 9914rpt 2 S&EE 3.2 SUBSURFACE CONDITIONS The soil conditions underlying the site were explored by the excavation of 6 test pits, TP-1 through TP-6, on May 4, 1999. The approximate test pit locations are shown on Figure 1. Details of the field exploration program are included in Appendix A. The test pit logs are included in Figures A-1 through A-6 in Appendix A. Test pits were excavated using a trackhoe to depths of 5.8 to 10.1 feet below the current ground surface. In general, our test pits indicate that the site is covered by approximately 6 to 18 inches of topsoil. This topsoil is underlain by a surficial layer consisting of a light brown to gray, loose to dense silty sand and a soft to stiff sandy silt. This surficial layer is approximately 2 to at least 7.5 feet in thickness. Underlying this layer is a brown to gray, dense to very dense silty sand (weathered glacial till). The top of this till layer is approximately 3 to 8 feet below the ground surface. Four of the six test pits were terminated in this weathered glacial till. The remaining two test pits were terminated in the surficial layer. The variation in the generalized soil profile described above includes a layer of gray, slightly silty sand with gravel observed in the glacial till layer. This silty sand was approximately 3 feet thick, and was probably an old subglacial stream (r-channel or n-channel). Such subglacial stream deposits are common in glacial till. Due to their relatively permeable nature, groundwater flow in these old subglacial streams is common. These stream deposits typically meander, making there location difficult to predict. 3.3 GROUNDWATER CONDITIONS Groundwater seepage was only encountered in TP-4, and was observed in the gray silty sand layer mentioned above. The seepage rate was estimated to be approximately 2 gallons per minute (gpm). Although no groundwater was encountered during the excavation of the other test pits, it is our opinion that water from surface infiltration may perch on top of the relatively impermeable glacial soils. The amount of perched water will vary with the seasons and precipitation. 9914rpt 3 S&EE 4.0 ENGINEERING EVALUATION OF SLOPE STABILITY Based on our understanding of the soil conditions underlying the site and our estimate of the soil parameters, we have conducted slope stability analyses using the computer program STABL5. Our analyses considered the static and dynamic conditions as well as the loading of the proposed houses. The dynamic loading condition included an earthquake producing a ground acceleration of 0.2g. The slope stability is expressed in terms of a factor of safety against failure. A factor of safety is defined as the summation of resisting forces divided by the summation of driving forces. The standard engineering practice considers a slope to be acceptably stable if it demonstrates a factor of safety of at least 1.5 and 1.1 for static and dynamic loading conditions, respectively. The analysis conducted for the current slope condition indicated a factor of safety of 2.2 for the static loading condition, and 1.2 for the dynamic loading condition. With the building loads applied to the slopes, the factors of safety become 1.9 and 1.1, respectively. These results indicate that the on-site slope is currently stable, and the risk of future movement is low. 5.0 CONCLUSIONS AND RECOMMENDATIONS 5.1 SITE PREPARATION AND STRUCTURAL FILL We recommend that areas of proposed structures and roads be first stripped of vegetation, tree roots, stumps and topsoil. All underground utilities should be removed. After stripping and removal, all subgrade of proposed slabs or asphaltic concrete pavement should be thoroughly proof-rolled using heavy construction equipment. If the subgrade is wet, the subgrade should be probed so as to avoid disturbance and rutting of the subgrade soils. Areas which are found to be loose or soft, or which contain organic soils should be over-excavated. A qualified geotechnical engineer should conduct the proof-rolling and/or probing to assist in evaluating the over-excavation requirements. After stripping, over-excavation and excavation to the design grade, the top 12 inches of the native soils should be re-compacted to at least 95% of their maximum dry density as determined using ASTM D-698 test procedures (Standard Proctor test). Structural fill can then be placed in the over-excavation and fill areas. 9914rpt 4 S&EE The structural fill materials should meet both the material and compaction requirements presented below. Material Requirements: Structural fill should be free of organic and frozen material and should consist of hard durable particles, such as sand, gravel, or quarry-processed stone. The on-site silty sands are suitable for use as structural fill. However, due to their silty nature, these soils are moisture sensitive and should be moisture-conditioned to within ± 2% of their optimum moisture content prior to use. Conditioning of these soils may involve drying, which could be a lengthy process, and may not be feasible during wet seasons. The on-site native sandy silt is very moisture sensitive due to its fine-grained composition, and is not suitable for use as structural fill. Suitable imported structural fill materials include sand and gravel(pitrun), and crushed rock. Placement and Compaction Requirements: Structural fill should be placed in loose horizontal lifts not exceeding a thickness of 6 to 12 inches, depending on the material type, compaction equipment, and number of passes made by the equipment. Structural fill should be compacted to at least 95% of the maximum dry density as determined using the ASTM D-698 test procedures(Standard Proctor test). Note that structural backfill may be required for footing construction. The fill material for this purpose should be compacted to at least 95% of the maximum dry density as determined using the ASTM D-1557 test procedures(Modified Proctor test). 5.2 FOUNDATION SUPPORT We recommend that the proposed houses be supported by conventional spread footings, which must penetrate topsoil and loose/soft surficial soils, and be founded on at least medium dense or medium stiff native soils. Such native soils include the silty sand and sandy silt in the surficial layer and the underlying till soils. Based on our test pit results, we anticipate that these foundation bearing soils can be encountered at about 3 to 4 feet below current ground surface. Details of our recommendations regarding the footing design are presented in the following sections. Bearing Capacity: We recommend an allowable bearing pressure of 2,000 psf for the design of the footings. This value includes a safety factor of at least 3, and can be increased by one-third for wind and seismic loads. 9914rpt 5 S&EE Footing Construction: The footing bearing materials should be native soils of at least medium dense or medium stiff. These materials are moisture sensitive and susceptible to strength loss due to wetting and disturbance. As such, the footing bearing surfaces should be protected from weather and disturbance, and all softened and loosened soils must be removed prior to re-bar and concrete placements. Note that loose and soft soils are present in the upper portion of the surficial soil layer. If these soils are encountered at the footing subgrade, they should be overexcavated to at least a medium dense to medium stiff soil. Any overexcavation of the footing subgrade should be backfilled with structural fill compacted to at least 95% of the maximum dry density as determined using the ASTM D-1557 (Modified Proctor Test) test method. All exterior footings should be founded at least 18 inches below the adjacent finished grade to provide protection against frost action, and should be at least 18 inches in width to facilitate construction. Furthermore, for any footings constructed on slopes steeper than 25% inclination, the footings should be extended to a depth that will provide a minimum horizontal distance of 15 feet from the side of the footing to the slope face. Settlement: Interior column footings designed in accordance with the above recommendations are expected to experience approximately 1/2 inch of settlement. Continuous wall footings should experience about 1/4 to 1/2 inch. The settlement will occur rapidly, essentially as the loads are applied. Differential settlement between adjacent footings is expected to be small, generally less than 1/4 inch. Lateral Resistance: Lateral resistance can be obtained from the passive earth pressure against the footing sides and the friction at the contact of the footing bottom and bearing soil. The former can be obtained using an equivalent fluid density of 250 pounds per cubic foot (pcf), and the latter using a coefficient of friction of 0.3. The above equivalent fluid density includes a safety factor of 1.5. 5.3 SLAB SUPPORT All slabs-on-grade can be soil supported on structural fill, recompacted or at least medium dense native soils. We envision that the soil at the slab subgrade will be disturbed and loosened by construction activities at the time of slab construction. We therefore recommend that the slab subgrade be proof-rolled or probed. Any wet and loose areas should be over-excavated and backfilled with structural fill. 9914rpt 6 S&EE In order to promote uniform support and provide a capillary break, we recommend that slabs be underlain by a 6 mil. vapor barrier over a 4-inch thick layer of free draining gravel. The subgrade should be sloped at about one to two percent so that any water in the gravel layer can be collected and directed toward a permanent discharge location. 5.4 DRAINAGE This site is situated on a hill and is underlain by relatively impermeable till. Therefore, surface water may enter the site from the high ground at the south side and seasonal shallow groundwater may occur in portions of the site. The surface water and groundwater may enter crawl spaces or other low areas if not properly drained. Depending on the grading plan, a yard drain may be considered near the south property line to intercept runoff from the neighboring property. This yard drain should consist of a 4-inch diameter perforated drain pipe in a shallow(one to two feet deep) trench. The trench should be backfilled with drain gravel to the top of the trench. Additional yard drains may be considered within the development to intercept surface water flows between lots. Perforated drain pipes should be installed around all parameter footings and retaining structures to avoid the build-up of hydrostatic pressure. The pipe should be at least 4 inches in diameter, covered by a layer of uniform size drain gravel of at least 12 inches in thickness, and sloping at least one percent to a suitable discharge location. An adequate number of cleanouts should be installed along the drain line for future maintenance. Footing drains should be separated from the surface/storm water drainage system. 9914rpt 7 S&EE 5.5 LA FERAL EARTH PRESSURES Lateral earth pressures on permanent subsurface walls and resistance to lateral loads may be estimated using the following recommended soil parameters: .el«isalenl Fluid Unit «`eiuht (PCF) Coefficient of Friction ctive 1t t°e51 I'<S4ir'c Native Soils or 35 50 250 0.3 Structural Fill The active case applies to walls that are permitted to rotate or translate away from the retained soil by approximately 0.002H, where H is the height of the wall. This would be appropriate for a retaining wall. The at- rest case applies to unyielding walls, and would be appropriate for walls that are structurally restrained from lateral deflection such as utility trenches or pits. Additional lateral earth pressures will result from surcharge loads from floor slabs or pavements for parking that are located immediately adjacent to the walls. The surcharge-induced lateral earth pressures are uniform over the depth of the wall. Surcharge-induced lateral pressures for the "active" case may be calculated by multiplying the applied vertical pressure (in psf) by the active earth pressure coefficient (Ka). The value of Ka may be taken as 0.3. The surcharge-induced lateral pressures for the "at-rest" case are similarly calculated using an at-rest earth pressure coefficient(Ko) of 0.5. Note that hydrostatic pressure must be added to these pressures unless drainage is provided behind the walls. 5.6 PERMANENT AND TEMPORARY EXCAVATIONS For temporary excavations less than 4 feet in depth, the soil banks may be excavated vertically. For temporary excavations greater than 4 feet in depth, the soil banks should be sloped no steeper than 1H:1V (one horizontal to one vertical). Flatter slopes may be required if seepage occurs. All permanent slopes should be no steeper than 9914rpt 8 S&EE 2H:1V. Water should not be allow to flow uncontrolled over the top of any slope. Also, all permanent slopes should be seeded with the appropriate species of vegetation to reduce erosion and maintain the slope stability. 5.7 INFILTRATION Based on our investigation, we recommend that infiltration not be used as a means to disperse storm water. We believe that infiltration of storm water may saturate the surficial soils, increase their weight, and thus increase the risk of slope instability. 5.8 ADDITIONAL SERVICES Additional services may be required during the design and construction of the project. We envision that these additional services may include the following: 1. Review of design plans. 2. Monitoring the foundation subgrade preparation. Our representative will confirm the bearing capacity of the subgrade soils, and will assist the contractor in evaluating the protection and over-excavation requirements, if any. 3. Monitoring the placement and compaction of structural fill. Our representative will confirm the suitability of the fill materials, perform field density tests, and assist the contractor in meeting the compaction requirements. 4. Monitoring the installation of drains. Our representative will ensure these drains are installed in accordance with our recommendations. 5. Monitoring the preparation of the slab subgrade. We will provide recommendations regarding the subgrade stabilization, if needed. 6. Other geotechnical issues deemed necessary. 9914rpt 9 S&EE 6.0 CLOSURE The recommendations presented in this report are provided for design purposes and are based on soil conditions disclosed by field observations and subsurface explorations. Subsurface information presented herein does not constitute a direct or implied warranty that the soil conditions between exploration locations can be directly interpolated or extrapolated or that subsurface conditions and soil variations different from those disclosed by the explorations will not be revealed. The recommendations outlined in this report are based on the assumption that the development plan is consistent with the description provided in this report. If the development plan is changed or subsurface conditions different from those disclosed by the exploration are observed during construction, we should be advised at once so that we can review these conditions, and if necessary, reconsider our design recommendations. It should be noted that there is always an inherent risk of slope instability when building on a hillside. Damage caused by slope movement is a risk that owners must be prepared to accept. In addition to natural factors (heavy precipitation and strong earthquakes), other factors include water leaks, pipe breaks, improper or inappropriately redirected drainage, lack of maintenance for drains or vegetation cover, filling or saturation on the slope or excavation at the bottom of slope, unwise development by adjacent property owners, or other actions, events, or unknown conditions which could cause slope instability. 9914rpt 10 S&EE NE6'10'20'w 796�J" 60' _ -V ', 11 \ • 216 •' • 1 11 %- Li . ...,.. ;. f.".....„7- TP-5 • 11111 ‘t , ..itl . \ T" i -I . - ii _ I - -1_ it I I. 50'9ufFER� 1 I LOT 1 I .220 SF I - 1 _ _1 _ JI , I lt655, / ADp noN.0 \ ` ` .i. I - 1 \ BUFFER T g 1 Z L _ ' / Q J/ I ROPOSEO(p1FFER '"' �. \ �b14tly_ - 111 I SF \ O 1 - - - _EASEUFNr1 1/20 - _\ REDUCED I 1 I a �. ( I r - - - -.-i I LOT g i I LOT 2 -3 I I I \ I� I p Key: ..592 SF ^ I /� n ./ (-: I �. -� 1 _ Y k, . s TP: Test Pit 7 I L - - - - J I - - T Fr 216 � Location ( e / ` ,.1 ,-,-.�i LOT-- :D' ,o Q / \ 697d T O ti I rn r LOTI-- 1 1- 217• \ � 1 I /N\ ..SS. SF I o TP-2 \ 40 - - \ -`{ I I i �� PROPOSED BUFFER \ I \ A (Approximate North) `� �� LOT -,, i --- 6 � - i- — — — -. 1 I ,o.eJ2 5F 0 20 40 . I I 1 I \\ \ �' : �! IL - \ a / J SCALE IN FEET 2,7• I LOT 4 -- t 1 inch=40 feet I 6.014 SF I ' I - - ` 1 ADa OVAL i f/�� r n L J / H I• LOT 5 -�- ----'�� - - ._- -• ,�:.. I is 797 f '�- 1 I \` / Figure 1 PRIVATE R - I I \ Site and Exploration Plan • ' - -- -_ T - i I I _I- -' - - . - - - -1 Proposed Marshall Short Plat TP-6 I L. - - - - - -- - -{ 7 atl8179'2a E `- -- . o L«' I _\_ _ ' Reference:Topography'plan,prepared by Eastside Consultants,Inc.,Issaquah, WA, 12-98. APPENDIX A FIELD EXPLORATION AND LOGS The subsurface conditions at the project site were investigated by the excavation of 6 test pits. These test pits were excavated to depths ranging from 5.8 to 10.1 feet on May 4, 1999. Excavations were performed using a Komatsu PC120 series trackhoe. A representative of S&EE was present throughout the exploration to observe excavation procedures, log the subsurface soil conditions, and to obtain representative soil samples. Test pit logs are presented at the end of this appendix. A chart showing the Unified Soil Classification System and a key to Samples follows the test pit logs. All test pits were backfilled with the excavated soils, which were placed in 2- to 3-foot lifts and compacted with the trackhoe bucket. 9914rpt S&EE to 15 Test Pit TP-1 a U O j Soil Description Dark brown organic silty fine sand. (loose)(damp)(topsoil) sM/ Light brown to gray silty fine sand/sandy silt with little to trace fine to I I ML course gravel. (loose to dense/soft to stiff)(damp) III III _ III III III III _6 III III - III III - III III III sM Gray silty fine to medium sand with trace fine to course gravel and III trace boulder. (dense to very dense)(damp to wet)(weathered till) III _ 10 III Test pit terminated at a depth of 10.1 feet on 5-4-99. No groundwater encountered during excavation. —15 —20 Client: Chambord Development Company Excavation Method: Komatsu PC120 trackhoe Contractor: Langsholt Construction Exploration Date: May 4, 1999 Ground Elevation: Approximately 192 feet Figure A-1 S&EE Proposed Marshall Short Plat Job No.9914 Test Pit TP-2 co Soil Description —0 Dark brown organic silty fine sand. (loose)(damp)(topsoil) sMi Light brown silty fine sand/sandy silt with trace fine to course gravel. I I ML (loose to medium dense/soft to medium stiff)(damp) III III III _ III III —6 III III III -very dense/very stiff below 6 feet III Test pit terminated at a depth of 7 feet on 5-4-99. No groundwater encountered during excavation. — 10 —15 —20 Client: Chambord Development Company Excavation Method: Komatsu PC120 trackhoe Contractor: Langsholt Construction Exploration Date: May 4, 1999 Ground Elevation: Approximately 182 feet Figure A-2 S&EE Proposed Marshall Short Plat Job No.9914 Test Pit TP-3 p > Soil Description —0 Dark brown organic silty fine sand. (loose)(damp)(topsoil) sMi Light brown silty fine sand/sandy silt with trace fine to course gravel. III ML (loose to medium dense/soft to medium stiff)(damp) _ III III III III —6 III III IIIsM Brown to gray silty fine to medium sand with lithe to trace fine to course gravel. III (dense to very dense)(damp)(weathered till) III III III _ III Test pit terminated at a depth of 9 feet on 5-4-99. No groundwater encountered during excavation. —10 —15 —20 Client: Chambord Development Company Excavation Method: Komatsu PC120 trackhoe Contractor: Langsholt Construction Exploration Date: May 4, 1999 Ground Elevation: Approximately 176 feet Figure A-3 S&EE Proposed Marshall Short Plat Job No.9914 m Test Pit TP-4 U Qj Soil Description 0 Dark brown organic silty fine sand. (loose)(damp)(topsoil) sMi Light brown silty fine sand/sandy silt with trace fine to course gravel. I I I ML (loose to medium dense/soft to medium stiff)(damp) III III III sM Brown to gray silty fine to medium sand with little to trace fine to course gravel. III (medium dense to dense)(damp)(weathered till) III —6 III III I I l sM Gray slightly silty fine to course sand with fine to course gravel. III (medium dense to dense)(damp) III -groundwater seepage from 5.7 to 8.7 feet III (at approximately 2 gpm) - III III _ T sM Brown to gray silty fine to medium sand with little to trace fine to course gravel. I I I (dense to very dense)(damp)(weathered till) 10 Test pit terminated at a depth of 9.7 feet on 5-4-99. Groundwater seepage observed at approximately 5.7 to 8.7 feet below ground surface. —15 —20 Client: Chambord Development Company Excavation Method: Komatsu PC120 trackhoe Contractor: Langsholt Construction Exploration Date: May 4,1999 Ground Elevation: Approximately 170 feet Figure A-4 S&EE Proposed Marshall Short Plat Job No.9914 0 Test Pit TP-5 n. n U Soil Description Dark brown organic silty fine sand. (loose)(damp)(topsoil) sMi Light brown silty fine sand/sandy silt with trace fine to course gravel. I I I ML (loose to medium dense/soft to medium stiff)(damp) III III III III III sM Brown to gray silty fine to medium sand with little to trace fine to course gravel —6 I I I and trace boulder. (dense to very dense)(damp)(weathered till) III Test pit terminated at a depth of 5.8 feet on 5-4-99. No groundwater encountered during excavation. —10 —15 —20 Client: Chambord Development Company Excavation Method: Komatsu PC120 trackhoe Contractor: Langsholt Construction Exploration Date: May 4, 1999 Ground Elevation: Approximately 159 feet Figure A-5 S&EE Proposed Marshall Short Plat Job No.9914 0 Test Pit TP-6 Q U Soil Description 0 Dark brown organic silty fine sand. (loose)(damp)(topsoil) sMi Light brown to grayish brown silty fine sand/sandy silt with trace course I I I ML gravel. (loose to medium dense/soft to medium stiff)(damp) III III III III —6 III I I I -dense/stiff below 5.5 feet III III III Test pit terminated at a depth of 7.5 feet on 5-4-99. No groundwater encountered during excavation. — 10 —15 —20 Client: Chambord Development Company Excavation Method: Komatsu PC120 trackhoe Contractor: Langsholt Construction Exploration Date: May 4, 1999 Ground Elevation: Approximately 199 feet Figure A-6 S&EE Proposed Marshall Short Plat Job No.9914 I UNIFIED SOIL CLASSIFICATION SYSTEM el g co DESCRIPTION MAJOR DIVISIONS I GW WELL-GRADED GRAVELS OR GRAVEL-SAND MIXTURES, CLEAN • LITTLE OR NO FINES o w' w GP POORLY-GRADED GRAVELS OR GRAVEL-SAND MIXTURES, GRAVELS oR S J Q°z w Q N J j LITTLE OR NO FINES NO FINES) LU Z Ua< O y N GM SILTY GRAVELS,GRAVEL-SAND-SILT GRAVELS Q <w w w y a CO N MIXTURES w �th WITH FINES U' oa Wz W aN I / O GC CLAYEY GRAVELS,GRAVEL-SAND-CLAY (APPRECIABLE �� o N MIXTURES AMOUNT OF FINES) d SW WELL-GRADED SAND OR GRAVELLY SANDS, CLEAN Z LITTLE OR NO FINES LL ,)o S z C� z ANDS O— Ew W a w a5a fn I-CC ITG SP POORLY-GRADED SANDS OR GRAVELLY SANDS, LITTLE OR a 0 z w > w w F o LITTLE OR NO FINES NO FINES) Z a=y w Q m atT�w R O �3 SM SILTY SANDS,SAND-SILT MIXTURES SANDS Q i-w w w Rico U i w I III WITH FINES o«� �N �\\ _O \ \ SC CLAYEY SANDS,SAND-CLAY MIXTURES (APPRECIABLE $ LL' o J AMOUNT OF FINES) co m a� INORGANIC SILTS,VERY FINE SANDS,ROCK FLOUR,SILTY OR z S ML CLAYEY FINE SANDS OR CLAYEY SILTS WITH SLIGHT PLASTICITY W y w N / INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLYa �' CL CLAYS,SANDY CLAYS,SILTY CLAYS,LEAN CLAYS SILTS & CLAYS �a LIQUID LIMIT LESS THAN 50 0 W[ 8 a ORGANIC SILTS AND ORGANIC SILT-CLAYS OF LOW Cl 2 g d l 8 OL PLASTICITY Z u.o z MH INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS FINE zr co SANDY OR SILTY SOILS,ELASTIC SILTS CD Ft I CH CINORGANIC CLAYS OF HIGH PLASTICITY,FAT SILTS & CLAYS dj z w w- LIQUID LIMIT GREATER THAN 50 Mini" OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, Li L y II�� ORGANIC SILTS PT PEAT AND OTHER HIGHLY ORGANIC SOILS HIGHLY ORGANIC SOILS —77 I I I I I I SOIL CLASSIFICATION CHART AND KEY TO TEST PIT LOGS S&EE c -o3q cy) TECHNICAL INFORMATION REPORT LLB f.77 Ci0:. - -;-p[..�'•' '�G 1 Y'i:i a-,LN7C1� 1"A,R 1 5 1 'j9 CEIVED MARSHALL SHORT PLAT CITY OF RENTON, WASHINGTON Ccv DR.ki �ti o "As>>,,. T. I 4 i ‘L's I fit (EXPIRES 08-21- 7 j Prepared For: Chambord Development 31591 West Morrison Court Carnation, WA 98014 Prepared By: Eastside Consultants 415 Rainier Blvd.N. Issaquah, WA 98027 .1 TABLE OF CONTENTS I. T.I.R. Worksheet 1 II. Project Overview 3 III. Core Requirement Analysis 6 IV. Special Requirement Analysis 7 V. Detention System Analysis and Design 8 VI. Conveyance Capacity Calculations 19 VII. Level I Off-Site Analysis 22 VIII. Erosion/Sedimentation Control Design 38 Attachment: Wetland Report and Delineation Page 1 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART1: PROJECT.OWNER AND • PART2 PROJECT LOCATION • '.:PROJECT ENWNEER=°_ AND DESCRIPTION;. Project Owner Chambord Development Project Name Marshall Short Plat Address Location Phone 425-333-6998 Township 74N Project Engineer Allen Lang, P.E. Range - 5E Company Eastside Consultants, Inc. Section 32 Project Size 1.75 AC Address Phone 425-392-5351 Upstream Drainage Basin Size 4__. AC PART 3 TYPE OF PERMIT APPLICATION PART4 OTHER PERMITS • .. • I Subdivision I I DOF/G HPA ( I Shoreline Management (X� Short Subdivision I I COE 404 I I Rockery Grading I I DOE Dam Safety X I Structural Vaults 1--- Commercial FEMA Floodplain Other Other ri COE Wetlands I I HPA ,PART 5_SITE,COMMUNITY-AND DRAINAGE BASIN Community East Lake Washington Sub-Basin Drainage Basin Cedar _River Basil PART 6.SITECHARACTERISTICS. ; • _. . . River LJ Floodplain Stream _ rxj Wetlands L 1 Critical Stream Reach (-1 Seeps/Springs Depressions/Swales f-J High Groundwater Table Lake _—_ __.i Groundwater Recharge Steep Slopes . _—_ _-- -___.-- --_—_.-- ----__-_ `, i Other .__. .. Lakeside/Erosion Hazard �,� t r !qr.• y:» r .� V ._ t z t 4 M}r:. y •. a !) .i.•ate...,.4 1 l iY,y.+o.�Y;( s , w. rf4 y . • t {-F4-�. r ��_..r..ya� ... i-.-' :v�C��'ii�Rt� �..tc. .°. ''#:.4��.�i �J�. ��. �7'` �e�tr�;� «`•e 7_ r� *,#r![:tia1?�.:'_� -, So:i Type Erosion Potential Erosive Ve!oc e.. Ag D 0-30% Severe Additional Sheets Attatched 1 Page 2 of 2 King County Building and Land Development Division TECHNICAL INFORMATION REPORT (TIR) WORKSHEET PART 8 DEVELOPMENT LIMITATIONS _ • • - REFERENCE LIMITATION/SITE CONSTRAINT Ix 1 Ch.4-Downstream Analysis No Constraints [X I Wetland Delineation 50' Buffer Required ED I 1 ( I Additional Sheets Attatched PART 9.ESC REQUIREMENTS • MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION FOLLOWING CONSTRUCTION L J Sedimentation Facilities I X I Stabilize Exposed Surface [ I Stabilized Construction Entrance I XI Remove and Restore Temporary ESC Facilities LEI Perimeter Runoff Control I XI Clean and Remove All Silt and Debris L X] Clearing and Grading Restrictions I I Ensure Operation of Permanent Facilities Li Cover Practices I XI Flag Limits of NGPES Li Construction Sequence I I Other I XI Other - PART 10:SURFACE WATER SYSTEM ., El Grass Lined Channel I 1 Tank [ Infiltration Method of Analysis EN Pipe System I XI Vault n Depression SBUH C] Open Channel Li Energy Dissapator I I Flow Dispersal Compensation/Mitigation Pi Dry Pond Ll Wetland I I Waiver of Eliminated Site Storage [ -I Wet Pond I I Stream I 1 Regional Detention ----- Brief Description of System Operation Plat Pipe System To A Combination Detention and __ Wetvault Facility Related Site Limitations I_J Additional Sheets Attatched Reference Facility Limitation ;PART.-11 STRUCTURAL ANALYSIS PARTI2EASEMENTS1fRACTS,; � {Nlay emulre special structural review) r ^' • [XJ Drainage Easement Ix.] Cast in Place Vault I I Other IX I Access Easement r RetainingWall r ,X� Native Growth Protection Easement Rockery>4'High I_ ] Tract Structural on Steep Slope J I_ J Other rt"P: - •.1• '� _ � 1 - • • - . • .I �, 1 - rr t • I or a civil engineer under my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the • attatchments. To the best of my knowledge the information provided _ 2 hero is accurate. — — so,,ap.,, PROJECT OVERVIEW The proposed project is to subdivide an existing parcel into 8 individual parcels for the purpose of single family residential development. The existing site consists of approximately 1.75 acres of land containing one home and several outbuildings. It is located in Section 32, Township 24N., Range 5 East within the City of Renton, on the southeast corner of Lincoln Ave. N.E. and Lincoln Pl. N.E. Currently, the site is heavily vegetated with blackberry brambles, except for the house clearing. The entire site slopes to the north at grades between 5 - 20%. A seasonal drainage swale flows on the eastern half of the site from the north property line to the south line. It probably receives most of its moisture from the Prellwitz Short Plat which releases its runoff onto the northeast corner of this site. A narrow wetland is associated with this swale. A wetland report is attached to this report. The proposed development would set aside the wetland and its buffers in a Native Growth Protection Easement. Eight (8) building lots would be formed outside of the N.G.P.E. with a private access road created to serve 6 of the lots. Frontage improvements that are required include pavement widening and curb, gutter, and sidewalk along Lincoln Ave. N.E. Currently, storm water sheet and shallow flows north across the site to the neighboring property where it is directed by a swale into a road ditch and storm system on the east side of Lincoln Ave. With development, excess storm water runoff will be detained in a vault and then released into the road storm system. 3 • ' lo r 1 —7; 1 fir a, \ ''', i .' f II / ' ''' • .0 .:/ • A 1.I . • ( • . A ;.4 I I .A.' 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" 1 :.. .. --01 d ' I hhlia P• II I)° ci 7.• ,.,.... ----.17=.____ = 1 Tru ip N., t , 0 . ,.......„ ---- 7," ..... 0 , 0 _____, tt.,.,,,,...„_...,,,...,,,____„ c, , 0 c, 60_ ......, _ , ._.....___. -AAV rti..VOI . \ 1:7 - -/-1 A 0 ,---. . --\ - -- CORE REQUIREMENTS 1. Discharge At The Natural Location Storm water runoff from the existing site sheet and shallow flows to the north property line where it is intercepted by a seasonal swale and directed to a roadside ditch in Lincoln Avenue. This ditch is underlain by a storm drainage piping system with catch basins installed at regular intervals in the ditch bottom to pick up runoff. Upon development, the storm water runoff will be collected by the plat drainage system and routed to a detention vault where it will be detained to mimic the release rates of the existing site. Upon release from the vault, the runoff will be directed to the storm drainage system in Lincoln Avenue referred to above. 2. Off-Site Analysis A Level I Off-Site Analysis was performed for this site and is included in Section VII of this report. 3. Runoff Control Peak rate runoff control will be provided by a detention vault sized to detain the developed 2- and 10-year/24 hour design storms to release at the rate of the existing 2- and 10-year/24 hour design storms. A 30% correction factor will be applied to the required design volume per the 1990 KCSWDM. The required computations will be performed using the Santa Barbara Urban Hydrograph (SBUH) Method with User 1 rainfall distribution and 24-hour design storm durations. The computer program "WaterWorks Version 3.1" will be used to develop and manipulate hydrographs, and perform the required level pool routing. 4. Conveyance System The conveyance system has been designed to safely convey the peak runoff rate for the 25-year design storm. Per the 1990 KCSWDM, a minimum of 0.50 feet of freeboard between the hydraulic grade line and the top of all proposed structures is provided. 5. Temporary Erosion and Sedimentation Control The design of all temporary erosion control facilities is included in Section VIII of this report. All requirements of Section 1.2.5 of the KCSWDM are addressed in that section. 6 SPECIAL REQUIREMENTS Twelve special requirements are listed in the 1990 KCSWDM to be addressed in all drainage control reports. None of the special requirements apply to this site. • DETENTION SYSTEM ANALYSIS & DESIGN 1. Overview Total Site Area= 1.73 ac. N.G.P.E. = 33,615 sf=0.77 ac. Developable Area= 0.96 ac. Off-site Area= 0.25 ac. (frontage improvements) Total Area for R/D analysis = 1.21 ac. Soils: Alderwood (AgD), Group C Storm Events: Pt-wq=P2/3 =2/3 in. P2 = 2.0in. P10 =2.9in. P100 = 3.9 in. Design Standards: 1. 1990 KCSWDM & City of Renton Standards 2. Limit post-developed peak runoff to the pre-developed peak runoff for the 2- and 10-year/24 hour design storms. 3. Provide detention for the developed 10-yr storm and include a 30% factor of safety per KCSWDM 4. Use a wetvault to provide water quality treatment. Size the volume using a design storm (Pt-wq) =P2/3. 2. Existing Site Hydrology Impervious Area=2,031 sf=0.05 ac., CN = 98 Pervious Area= 1.11 ac., CN= 81 Time of Concentration: (see basin map) 8 3. Developed Site Hydrology Proposal is to develop 8 single-family residences Use 48% impervious surface per table 3.5.2B of KCSWDM. Impervious Area: 0.96 x 0.48 = 0.56 ac. Off-site improvements = 0.18 ac. Total impervious area= 0.64 ac., CN = 98 Pervious Area= 0.57 ac., CN = 86 Time of Concentration= 5 min. (Assumed minimum) 4. Combination Detention/Wetvault Design Detention Vault Design Design Volume: F.S. = 30%of required 10 yr. volume 10 yr vol. = 1997 cf(see level pool table) Design Volume= 1.3 x 1997 =2596 cf Dimensions: 36' x 16' x 4.96' =2857 cf Check 100 yr volume: 100 yr vol. =2858 cf Wetvault Design Design Surface Area: Surface Area Req'd >_ 1.0% of Impervious Surface =0.01 x 0.64 = 0.0065 ac. =283 sf Surface Area Prov'd= 36 x 16 = 576 sf Design Volume: Volume Req'd>_ 0.027 ac-ft= 1228 cf (see attached basin summary) Depth Req'd= 3' - 6', use 3' minimum depth Volume Prov'd= 3 x 36 x 16 = 1728 sf Provide 1' sediment storage 9 Total Interior Vault Dimensions: Surface Area= 36' x 16' (Use 36' x 17' to account for control structure and baffle wall) Total Interior Height: 1.00' dead storage 3.00' permanent pond 4.96' detention storage 0.50' freeboard 9.46' Total Interior Height io T 1 All fill JnHLr... r `r- , CITY OF RENTON z F- co Li, Was WETLANDS FLAGGED BY J.S. JONES & ASSOC. SEPTEMBER 25, 1998. \ --11111 Ag0 CZ z 70' - — CC W LINCOLN PL I�i=� — — 60 =60' I 03 a ��11 71.1.1174 e , ....1 o 141� :18 ,. I.CPO 0.80 ` :, fN 11 , 7,1111111111110 4 e oi ktil 04, . \_ 4 ;1! Cb: ..,- igh, e _I:2 o EX h,pUs °; W k E b a , O 'bR� lie III _7.90 , GRAPHIC SCALE 'V ib;, a _ i LA- in Nrr- S=13 . o so goo Z 1 h =0.011 ail — 2C0 ( 'x g _ — y,AR�1GE� / ( IN FEET ) CO CNI �� I . 1 inch = 50 ft t i Le ss8 28 E - 1 W e 296.40 I I 0 �0 I I • Allminr 11 ��1--...,----...\ [---/— S 72nd St.LAKE WASHINGTON 4.--- _ _ OUTFACE _ _ \Nt ., :��i::. ..,17.„.. -. . .-1,1-7-- / H�o /t'. ' ; :.� " 5�t 1 h 51: . / 0 1 ✓V j"•. Ar/✓u t/ t• (N......\,,, .. ---,711- ____,__J 7-,_---.:-_-_. Tid---'kL---_____-1,-.1 .i___ . ,[ / ll NE 8 t h t. -- - ,---,' .th. 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ELW-B S �n EAST 12 CITY SYSTEM X 0 PS-59 NE 28TH ST LAKE DISCHARGES TO PRIVATE _ o - z �/ -- ��._ WASB _EROPER- --....__—_-- _ - . ELW M -'_. z PS-60 NE 43RD PLACE I EAST 11 OVERFLOW OF EXISTING X r' JONES AVE NE LAKE DITCH DUE TO LACK OF WASH CULVERT AND DOWNSTREAM SYSTEM CAPACITY RESULT IN PONDING OF RUNOFF ACROSS STREET DURING FREQUENT STORM EVENTS. ELW 1 M -61 DOWNSTREAM RIPLEY EAST 11 EXISTINGS I OR RM SYSTEM STEM\\N'P.S.,._ X 4-----.) - �_W_1E TO LAKE LAKE WASHING -ON- MLitt,-.... LAEK-S-SUFFtCtENT.------_..._-.___.---...,._....._....----------- CAPACITY TO CONVEY FLOWS WHICH RESULT IN UPSTREAM PONDING (PS- 50) ON PRIVATE W PROPERTY AND PUBLIC A RIGHT OF WAY. c� OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement #2 Basin: -A S-- L.if, ‘,_L- \t,/,„,51-‘ t 1.,1 U-1-ot,,Subbasin Name: ( ._t t-- •S / Subbasin Number: Symbol Drainage Drainage Component Slope Distance Existing Potential Observations of field inspector Component Type, Description from site Problems Problems resource reviewer, or resident Name, and Size discharge Type;sheet flow,swale, constrictions,under capacity,ponding, see map stream,channel,pipe, drainage basin,vegetation,cover, % 1/4 mt:1,320 ft overtopping,flooding,habitat or organism tributary area,likelihood of problem, pond;Size:diameter, depth,type of sensative area,volume destruction,scouring,bank sloughing, overflow pathways,potential impacts. surface area sedimentation,incision,other erosion C13 Ty PE I 4 ,G'6 PIt,t -1 OF 1-1�v,..1 1 .101�iE Not`IE NEWLY 0.11Zr IELI-En A END of ISITCW To2M 5•/STENei 0 OCSSEt V (=U A TILIFpT\ 6Zp,. k.-1 DITG1-f A--> t3 1$"cl) ptP , 20Z HO ' it ti It II TS (AS TlPF I IL10 ' 12 CMPCUL.VER-'r RCCEIVES uNCHANNEt 6OTH E►.1PS FLOODING Or- LAWN Pit.C, ' L-"l VaMrait- G —.D HO' LONCa FLAW FWM SITI= LOT 5% t )U1 C7._USHt=Q LAWN t -OUSE WET irhLou6I-I re"'N`/ TO ►�to It-Tl-1 SI=PvO N• A Is"OuN r a F R..uNOFF WILL DEGQ(:Atl,t:: U PST te_-PN.1''' D c=1/EL PMT Ties It-lTo sT0er1 Sy STEM S1L-rEo, D— C Tjl T"GH Sl-iP.L-L �N O ,ILL-DEFINc� ? 110' ILL-Dp-it-- DtTLI+ NOt-tC NoN�. E - l'6•D x a-ii' W_ S-% 2 7 0 011 --t1-.\/ /1-N T 1 L i P/aTti� Dt-rLti NEWL`( fa2.iktp� < it F -(-i 1'/a.i b � 3' w laera\S ELt_EA Sal 3SO 11-'14) C_,PE-F 11 i1 F 1 CuL.,Tr. w'L D21 V LW,Y Clz.0651 N16 S 70 29 0 I\1 1- v--[ Gi3 TYPE I n-1 ID l TC t-L IS tO T c•N T 1 P t_ H D1--- ►-1 c? .290 5ti ALL_Ov.-t PO MDt r- L, BITCH No - 1--10 -t H I'/a ' x a la 6/v 31-10 ,Orese_izvED P,N-rlolPraret: 12 "(1) CPEP 11 I I .", T Co ' LOt.1C-I iI 39 O • w U' L1Table.doc 11/2/92 .'. OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water. Design Manual, Core Requirement #2 • Basin: e p,..5 T L.AK e_ \,,,,/ps H I ry GTON Subbasin Name: G-r 1 lDs y Subbasin Number: Symbol` Drainage Drainage Component Slope Distance Existing Potential Observations of field inspector Component Type, Description from site Problems Problems resource reviewer, or resident Name, and Size discharge Type:sheet flow,Swale, constrictions,under capacity,pending, see map stream,channel,pipe, drainage basin,vegetation,cover, % 1/4 rni:1,320 ft overtopping,flooding,habitat or organism tributary area,likelihood of problem, pond;Size:diameter, depth,type of sensative area,volume destruction,scouring,bank sloughing, overflow pathways,potential Impacts. surface area sedimentation,incision,other erosion l'`-‘o r4 G.. NotiC Crs T`I PE I S°/O Li sG (7LSER-VET ANTIC1PATF_tJ G6 T\{PE i i Il Y k I' P t tTC-N ; / S25 pk-rG H I 1/ k-> t_ P-' p x 3' w 2/o S 7 S" crLOSSEs Li Ncot-N Avg tl t 1 1---4. \ 121I d C-FEP Fizovt LOw PS1L P' �%o 5-535 ID LT1=1-I 1J E W Ly Ca I-N.DE: It I r M-P N 3' p x ( ' W Cao__/\\)6LL_E c S/a (. -T S 1\ l t N> n 2yllii;1 CONc. cuLv. 2°/ 7 7 S ITCH P Cow t•-iCa) CONTINUe""D NE'OS M11vD2 CL.tli-t-1 L-a P t '1- x %' \ j 2% 4 ), S DlsTue_ ET) 1PoI.II>11-4 (_-) cur CAI -1-4P II wI 12.CGE1Vt G1-dW ccOtw r10t.lE 1•IONI= P )3RUSN e-A<rIC (L1 h&e oL_H S tie)" Nin. 1 D-S nr.Sse ZV L"q PtuTIGl1 ►°\r>`�� (; Q OSS ES 1-1 h'coi-''a 11 1, P-v Q 3(p" c Pipe 1, sottis N01zr4 nr- 'n" ..Zo q SD IkPNr,.IEt_ II tr 4> R 10' D x IC '\e,t 3TzIck.MrSLE� 1-S 95-0 1✓ t_- .1E3z-T UNiz.mTe_ Noe-TtF s-NTIzrWGE SOt-1lI 1--1EW LEI INSTp LL \ - t.r0T F n-'IS -I ': 1 ."7 S 3(0" 0 C-PEP TO is *-1 (!Dtasreucrtof-1 S 100 U .5ll-Tir-IC, w/Ccit l5t"evc.:not) OPE* 13EI NG 1 E-RouTE e �''r (;t-{Atlt4EL_ FOrL C0t,-1S J T10t.1 \/No I-3O0 UN1E— C N i :T-r O►- LtPV L=5 L1tiCO1_N1 t' 1--10Hr= T-- RANI I—IG_ rig-P' ' , N W. IO t 13°U 7 Ors ) --evc.l-) l''`�ru ,t-ATE-L. W ol L1Table.doc 11/2/92 . ,A f 1 4 • ;.` Ci lccn Thrasher 5.00 Ac.,__ 3R J 8 • , ® N e T.0 N. G.F. lansin9; '1 ' 27/.1.' .3 4• -T Hr-e- Nor a F sn.41 _ zazti . . ST. OPEN o cdcral S.L L. Ins. Corp. I `~j ,. \ tai�� AC W. D.Jones �.i�4c,$ 1.6iAc. . -- • ' • •�o E::� 7 ' - ©• h sVAs- •�•; 1 ':1'`kip T4/4 ,I g 1. �. . -,--- j •. ',, \ '� ,..,,4.. N •- EASTSIDE • 1.9O.N ZO t2"Lln • • • n 1 457NE ill_ --- _ , — Whitchaavk • �@ .�:�t 4--_ co 1 I _k b► :f" _ Cori T. Olg . _ • '''I 0 -A 0.16.14.EIS • .•,• > :3 — o, 13 uo .�`` . 4 Z .•,••'' N ^ • • % . .V.`'• ,'_' v`f. 4.4IAC. • Robert ss n _.. • • j1 0 1 1 .•. = H \til),•1'... [ {— ,•• Edmund J. Ncumon 6 N 5. � N .+t,r \13 166 ...•,`•:'. • -'!4'. I3 2 4t!! 3— 7a. •f bi a Km '�` K. E e 8 a. \ �t+a3 W 3 4 5 —6,7` 7 8 .. .0.\.;• Fr �®=' 6TH'. Nor `•T- opEN la?4� C 1 =!r�4s� v ��x �l aTs7 �'� y�16 y,? .\ ti.0 8 w I• ,):�4�1/4., • b5•E• ,,,- .S 8,6TH s ,,PL. fa 1a0• "''y:1'. • Sty $ 1.1.2L S3AI " 46 F -kl33 '41i I , . r,. •a. •a_ �Lw• 10 s bSN k - 12 ,, laa 9 : .. ` • , :? , , ;''• S W; j I- y.1, • H $, 1,.w:.K'• ' f1,i6 14U•y - 23f)J42; { ri , ISI w •` A' u.. v d 11 A �-33.3 ri L-- • + 10 ill 9:' . • ;.? ,... , - z -1/44,• N 2 21 s '�' a ILLS —1 ' .n 71 - '�if tiN t 1¢ v r . Gelis.a 4 .o = t/b o3 293.11• 20 ' 111 4� Q9A k • C7 '.:. • " SE 88 H ST an9• 18 r •.:,, 67 o. 37 4' • 0 r 1 1. , EROSION/SEDIMENTATION CONTROL DESIGN Proper erosion and sedimentation control must be implemented on this site to prevent erosion and excessive siltation of the downstream area. To this end, erosion control measures as specified in the 1990 KCSWDM have been specified. BMP's referred to in the plans include silt fences, catch basin protection, stabilized construction entrances, and a sediment trap. The wetland area and buffer will be delineated by a silt fence marked with brightly colored survey tape to protect the NGPE area. Sediment Trap Design Surface Area= FS (Q2Ns) FS =2 Q2 = 0.44 cfs Vs =0.00096 fps Surface Area= 917 sf min. Depth=Use 3.5' min. Length= 66 ft Width= 21 ft Use underground outlet pipe from a temporary cone riser. Outlet to CB #8. 38 2/22/99 Eastside Consultants, Inc . page 1 MARSHALL SHORT PLAT CHAMBORD DEVELOPMENT BASIN SUMMARY BASIN ID : D10 NAME : 10YR STORM, DEVELOPED SITE SBUH METHODOLOGY TOTAL AREA • 1 . 21 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE USER1 PERVIOUS AREA PRECIPITATION • 2 . 90 inches AREA. . : 0 . 57 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 TIME OF CONC • 5 . 00 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 . 20 AREA. . : 0 . 64 Acres CN • 98 . 00 PEAK RATE : 0 . 72 cfs VOL: 0 . 22 Ac-ft TIME : 470 min BASIN ID: D100 NAME : 100YR STORM, DEVELOPED SITE SBUH METHODOLOGY TOTAL AREA • 1 . 21 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE USER1 PERVIOUS AREA PRECIPITATION • 3 . 90 inches AREA. . : 0 . 57 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 TIME OF CONC • 5 . 00 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 . 20 AREA. . : 0 . 64 Acres CN • 98 . 00 PEAK RATE : 1 . 04 cfs VOL: 0 . 31 Ac-ft TIME : 470 min BASIN ID : D2 NAME : 2YR STORM, DEVELOPE SITE SBUH METHODOLOGY TOTAL AREA • 1 . 21 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE USER1 PERVIOUS AREA PRECIPITATION • 2 . 00 inches AREA. . : 0 . 57 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 TIME OF CONC • 5 . 00 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 . 20 AREA. . : 0 . 64 Acres CN • 98 . 00 PEAK RATE : 0 .44 cfs VOL: 0 . 13 Ac-ft TIME: 470 min 12 2/22/99 Eastside Consultants, Inc . page 2 MARSHALL SHORT PLAT CHAMBORD DEVELOPMENT BASIN SUMMARY BASIN ID : EX10 NAME : 10 YR EXISTING SITE SBUH METHODOLOGY TOTAL AREA • 1 . 21 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE USER1 PERVIOUS AREA PRECIPITATION • 2 . 90 inches AREA. . : 1 . 11 Acres TIME INTERVAL 10 . 00 min CN • 81 . 00 TIME OF CONC • 34 . 93 min IMPERVIOUS AREA ABSTRACTION COEFF : 0 . 20 AREA. . : 0 . 10 Acres CN • 98 . 00 TcReach - Sheet L: 70 . 00 ns : 0 . 0110 p2yr: 2 . 00 s : 0 . 1300 TcReach - Sheet L: 185 . 00 ns : 0 . 8000 p2yr: 2 . 00 s : 0 . 1600 TcReach - Channel L: 60 . 00 kc : 5 . 00 s : 0 . 0800 PEAK RATE : 0 . 24 cfs VOL: 0 . 14 Ac-ft TIME : 480 min BASIN ID : EX100 NAME : 100 YR EXISTING SITE SBUH METHODOLOGY TOTAL AREA • 1 . 21 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE USER1 PERVIOUS AREA PRECIPITATION • 3 . 90 inches AREA. . : 1 . 11 Acres TIME INTERVAL 10 . 00 min CN • 81 . 00 TIME OF CONC • 34 . 93 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 . 20 AREA. . : 0 . 10 Acres CN • 98 . 00 TcReach - Sheet L: 70 . 00 ns : 0 . 0110 p2yr : 2 . 00 s : 0 . 1300 TcReach - Sheet L: 185 . 00 ns : 0 . 8000 p2yr: 2 . 00 s : 0 . 1600 TcReach - Channel L: 60 . 00 kc : 5 . 00 s : 0 . 0800 PEAK RATE : 0 . 42 cfs VOL: 0 . 22 Ac-ft TIME : 480 min BASIN ID: EX2 NAME : 2 YR EXISTING SITE SBUH METHODOLOGY TOTAL AREA • 1 . 21 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE USER1 PERVIOUS AREA PRECIPITATION • 2 . 00 inches AREA. . : 1 . 11 Acres TIME INTERVAL 10 . 00 min CN • 81 . 00 TIME OF CONC • 34 . 93 min IMPERVIOUS AREA ABSTRACTION COEFF: 0 . 20 AREA. . : 0 . 10 Acres CN • 98 . 00 TcReach - Sheet L: 70 . 00 ns : 0 . 0110 p2yr: 2 . 00 s : 0 . 1300 TcReach - Sheet L: 185 . 00 ns : 0 . 8000 p2yr: 2 . 00 s : 0 . 1600 TcReach - Channel L: 60 . 00 kc : 5 . 00 s : 0 . 0800 PEAK RATE : 0 . 10 cfs VOL : 0 . 07 Ac-ft TIME : 490 min 13 2/22/99 Eastside Consultants, Inc . page 3 MARSHALL SHORT PLAT CHAMBORD DEVELOPMENT BASIN SUMMARY BASIN ID: P-WQ NAME : WATER QUALITY DESIGN STORM SBUH METHODOLOGY TOTAL AREA • 1 . 21 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE USER1 PERVIOUS AREA PRECIPITATION • 0 . 67 inches AREA. . : 0 . 57 Acres TIME INTERVAL 10 . 00 min CN • 86 . 00 TIME OF CONC • 5 . 00 min IMPERVIOUS AREA ABSTRACTION COEFF : 0 . 20 AREA. . : 0 . 64 Acres CN • 98 . 00 PEAK RATE : 0 . 09 cfs VOL: 0 . 03 Ac-ft TIME : 470 min 14 , 2/22/99 Eastside Consultants, Inc . page 4 MARSHALL SHORT PLAT CHAMBORD DEVELOPMENT HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres 1 0 . 103 490 3080 cf 1 . 21 2 0 . 435 470 5879 cf 1 . 21 3 0 . 238 480 5953 cf 1 . 21 4 0 . 716 470 9463 cf 1 . 21 5 0 . 418 480 9541 cf 1 . 21 6 1 . 039 470 13597 cf 1 . 21 7 0 . 086 470 1228 cf 1 . 21 8 0 . 103 550 5879 cf 1 . 21 9 0 . 244 520 9463 cf 1 . 21 10 0 . 409 510 13597 cf 1 . 21 11 0 . 075 470 1046 cf 0 . 96 12 0 . 040 1450 4739 cf 0 . 96 13 0 . 120 660 7590 cf 0 . 96 14 0 . 240 540 10885 cf 0 . 96 15 / ! 2/22/99 Eastside Consultants , Inc . page 5 MARSHALL SHORT PLAT CHAMBORD DEVELOPMENT STAGE STORAGE TABLE RECTANGULAR VAULT ID No . 1 Description: VAULT Length: 36 . 00 ft . Width: 16 . 00 ft . STAGE <--+--STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> STAGE <----STORAGE----> (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- (ft) ---cf--- --Ac-Ft- 100.00 0.0000 0.0000 102.60 1498 0.0344 105.20 2995 0.0688 107.80 4493 0.1031 100.10 57.600 0.0013 102.70 1555 0.0357 105.30 3053 0.0701 107.90 4550 0.1045 100.20 115.20 0.0026 102.80 1613 0.0370 105.40 3110 0.0714 108.00 4608 0.1058 100.30 172.80 0.0040 102.90 1670 0.0383 105.50 3168 0.0727 108.10 4666 0.1071 100.40 1230.40 0.0053 103.00 1728 0.0397 105.60 3226 0.0740 108.20 4723 0.1084 100.50 288.00 0.0066 103.10 1786 0.0410 105.70 3283 0.0754 108.30 4781 0.1098 100.60 345.60 0.0079 103.20 1843 0.0423 105.80 3341 0.0767 108.40 4838 0.1111 100.70 403.20 0.0093 103.30 1901 0.0436 105.90 3398 0.0780 108.50 4896 0.1124 100.80 460.80 0.0106 103.40 1958 0.0450 106.00 3456 0.0793 108.60 4954 0.1137 100.90 518.40 0.0119 101.s0 2016 0.0463 106.10104 514 0.0807 108.70 5011 0.1150 101.00 576.00 0.0132 103.60 2074 0.0476 106.20 3571 0.0820 108.80 5069 0.1164 101.10 633.60 0.0145 103.70 2131 0.0489 106.30 3629 0.0833 108.90 5126 0.1177 101.20 691.20 0.0159 103.80 2189 0.0502 106.40 3686 0.0846 109.00 5184 0.1190 101.30 748.80 0.0172 103.90 2246 0.0516 106.50 3744 0.0860 109.10 5242 0.1203 101.40 806.40 0.0185 104.00 2304 0.0529 106.60 3802 0.0873 109.20 5299 0.1217 101.50 864.00 0.0198 104.10 2362 0.0542 106.70 3859 0.0886 109.30 5357 0.1230 101.60 921.60 0.0212 104.20 2419 0.0555 106.80 3917 0.0899 109.40 5414 0.1243 101.70 979.20 0.0225 104.30 2477 0.0569 106.90 3974 0.0912 109.50 5472 0.1256 101.80 1037 0.0238 104.40 2534 0.0582 107.00 4032 0.0926 109.60 5530 0.1269 101.90 1094 0.0251 104.50 2592 0.0595 107.10 4090 0.0939 109.70 5587 0.1283 102.00 1152 0.0264 104.60 2650 0.0608 107.20 4147 0.0952 109.80 5645 0.1296 7 104.70 2707 0.0621 107.30 4205 0.0965 109.90 5702 0.1309 102.20 1267 0.0291 104.80 2765 0.0635 107.40 4262 0.0979 110.00 5760 0.1322 102.30 1325 0.0304 104.90 2822 0.0648 107.50 4320 0.0992 110.00 5760 0.1322 102.40 1382 0.0317 105.00 2880 0.0661 107.60000 4378 0.1005 102.50 1440 0.0331 105.10 2938 0.0674 107.70 V it 4435 0.1018 16 • i a • 2/22/99 Eastside Consultants, Inc . page 9 MARSHALL SHORT PLAT CHAMBORD DEVELOPMENT STAGE DISCHARGE TABLE MULTIPLE ORIFICE ID No. 1 Description: OUTLET Outlet Elev: 100 . 00 Elev: 100 . 00 ft Orifice Diameter: 1 . 6216 in. Elev: 103 . 10 ft Orifice 2 Diameter: 2 . 6000 in. STAGE <t-DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> STAGE <--DISCHARGE---> (ft) -1-cfs (ft) ---cfs (ft) ---cfs (ft) ---cfs 100.00 0.0000 103.10 0.1256 106.20 0.5007 109.30 0.6744 100.10 0.0226 103.20 0.1857 106.30 0.5073 109.40 0.6792 100.20 0.0319 103.30 0.2117 106.40 0.5138 109.50 0.6840 100.30 0.0391 103.40 0.2321 106.50 0.5202 109.60 0.6888 100.40 0.0451 J03 50 0.24 9.5_ IO 1 . 106.60 0.5265 109.70 0.6935 100.50 0.0505 103.60 ' 0.2651 106.70 0.5328 109.80 0.6982 100.60 0.0553 103.70 0.2794 106.80 0.5389 109.90 0.7029 100.70 0.0597 103.80 0.2926 106.90 0.5450 110.00 0.7075 100.80 0.0638 103.90 0.3050 107.00 0.5511 110.10 0.7121 100.90 0.0677 104.00 0.3167 107.10 0.5570 110.20 0.7167 101.00 0.0714 104.10 0.3279 107.20 0.5629 110.30 0.7212 )01 10 p0 (1745 Z y.1. 104.20 0.3386 107.30 0.5688 110.40 0.7258 101.20 0.0782 104.30 0.3489 107.40 0.5745 110.50 0.7303 101.30 10.0814 104.40 0.3588 107.50 0.5802 110.60 0.7347 101.40 0.0844 104.50 0.3684 107.60 0.5859 110.70 0.7391 101.50 0.0874 104.60 0.3777 107.70 0.5915 110.80 0.7435 101.60 0.0903 104.70 0.3867 107.80 0.5970 110.90 0.7479 101.70 0.0930 104.80 0.3955 107.90 0.6025 111.00 0.7523 101.80 0.0957 104.90 0.4041 108.00 0.6079 111.10 0.7566 101.90 0.0984 105.00 0.4124 IC)05‘Ift. 108.10 0.6133 111.20 0.7609 102.00 0.1009 105.10 0.4206 108.20 0.6186 111.30 0.7652 102.10 0.1034 105.20 0.4286 108.30 0.6239 111.40 0.7694 102.20 0.1058 105.30 0.4364 108.40 0.6291 111.50 0.7737 102.30 0.1082 105.40 0.4440 108.50 0.6343 111.60 0.7779 102.40 0.1105 105.50 0.4515 108.60 0.6395 111.70 0.7821 102.50 0.1128 105.60 0.4589 108.70 0.6446 111.80 0.7862 102.60 0.1151 105.70 0.4662 108.80 0.6497 111.90 0.7903 102.70 0.1173 105.80 0.4733 108.90 0.6547 112.00 0.7945 102.80 0.1194 105.90 0.4803 109.00 0.6597 102.90 0.1215 106.00 0.4872 109.10 0.6646 103.00 0.1236 106.10 0.4940 109.20 0.6695 17 I 2/22 99 Eastside Consultants, Inc . page 10 MARSHALL SHORT PLAT CHAMB RD DEVELOPMENT LEVEL POOL TABLE SUMMARY MATCH INFLOW -STO- -DIS- <-PEAK-> STORAGE < DESCRIPTION > (cfs) (cfs) --id- --id- <-STAGE> id VOL (cf) 2YR DESIIN STORM 0.10 0.44 1 1 102.07 8 1191.92 cf 10YR DESIGN STORM 0.24 0.72 1 1 103.47 9 1997.01 cf 100YR DEIGN STORM 0.42 1.04 1 1 104.96 10 2857.79 cf 18 CONVEYANCE CAPACITY CALCULATIONS A brief capacity check shows that the critical length of pipe in hte drainage control system, the initial length from CB 1 to CB 2, has 3.6 time the amount of capacity needed to safely transport the 100 - year storm. The other lengths have a greater slope and so will have even more capacity 19 J Circular Channel Analysis & Design Solved with Manning ' s Equation Open Channel - Uniform flow Worksheet Name : MARSHALL PLAT Comment : CONVEYANCE CAPACITY CHECK Solve For Actual Depth Given Input Data : Diameter 1 . 00 ft Slope 0 . 0130 ft/ft Manning' s n 0 . 014 Discharge 0 . 80 cfs Computed Results : Depth 0 . 31 ft Velocity 3 . 81 fps Flow Area 0 . 21 sf Critical Depth 0 . 37 ft Critical Slope 0 . 0066 ft/ft Percent Full 31 . 27 a Full Capacity 3 . 77 cfs QMAX @. 94D 4 . 06 cfs Froude Number 1 . 41 (flow is Supercritical) Open Channel Flow Module, Version 3 . 43 (c) 1991 Haestad Methods, Inc . * 37 Brookside Rd * Waterbury, Ct 06708 20 A Circular Channel Analysis & Design Solved with Manning' s Equation Open Channel - Uniform flow Worksheet Name : MARSHALL PLAT Comment : CONVEYANCE CAPACITY CHECK Solve For Full Flow Capacity Given Input Data : Diameter 1 . 00 ft Slope 0 . 0130 ft/ft Manning' s n 0 . 014 Discharge 3 . 77 cfs Computed Results : Full Flow Capacity 3 . 77 cfs Full Flow Depth 1 . 00 ft Velocity 4 . 80 fps Flow Area 0 . 79 sf Critical Depth 0 . 83 ft Critical Slope 0 . 0128 ft/ft Percent Full 100 . 00 Full Capacity 3 . 77 cfs QMAX @. 94D 4 . 06 cfs Froude Number FULL Open Channel Flow Module, Version 3 . 43 (c) 1991 Haestad Methods, Inc . * 37 Brookside Rd * Waterbury, Ct 06708 21 1 i OFF-SITE ANALYSIS 1. Project Overview This site consists of 1.75 acres of land located in Section 32, Township24, Range ange 5 East. It lies within the City of Renton on the southeast corner of the intersection of Linc ln Ave. N.E. and Lincoln Pl. N.E. The property is heavily vegetated with brambles, exce t for a small area where a house and several outbuildings are located. A seasonal swal lies on the eastern part of the property running from beyond the south property line to be and the north property line. The land slopes down to the north at grades from 0% to 30 0. See Figures 1(a)and 1(b). The site lies within the Gypsy Sub-basin of the East Lake Washington Sub-basin of the Cedar River Basin. See Figure 2 for the Gypsy Sub-basin. A review of the 1990 Sensitive Area Map Folio did not reveal any sensitive areas on the site. May Creek, a class '1 stream, is located to the southwest, but the site is not tributary to it. See Figures 3(a)-3(e) for Sensitive Area Maps. A review of the 1990 King County Surface Water Design Manual does not indicate any special community plan requirements. The Washington Soil Survey indicates that the site is underlain by Alderwood gravelly sandy loam which has medium runoff potential, severe erosion hazard, and moderate slippage potential(Figure 4). 2. Upstream Tributary Area The upstream tributary area to this site includes approximately 4 acres of single family homes lying to the south and southeast. The Prellwitz Short Plat is a new 1.7 acre 9 lot development off of the southeast corner of the property. The surface water runoff from this plat is collected in a detention pond in the northwest corner of the plat and outlets directly onto the southeast corner of the proposed Marshall Plat. The remainder of the upstream basin(2.3 acres) consists of large lots of more than 1/2 acre with single family residences (Figure 5). Prior to development, an additional 5±acres lying south of N.E. 36th Street drained through the swale on this site. This area is currently under development and it appears that runoff from this development will be diverted into the new storm system in Lincoln Ave. N.E. 22 a : a 3 Downstream Analysis Runoff from the entire site flows north as both sheet and shallow concentrated flow. The seasonal swale becomes undefined just as it leaves the property, but appears to flow to the northwest across the neighboring lawn where it is picked up by a 12" culvert and channeled into the roadside ditch along the east side of Lincoln Ave. N.E. Both ends of the culvert are smashed and silted, but the majority of this ditch has been newly graded and rip-rapped with a new storm system underlying the channel. The details of the downstream path of this system can be found in the attached off-site drainage system tables. 4. Potential/Existing Problems There are no reports of complaints within 1/4 mile downstream of the site. The recent regrading of the ditch and installation of a storm water system along Lincoln Ave. N.E. should prevent future problems. However, further downstream, in the vicinity of N.E. 43rd Pl. and Jones Ave N.E., the City of Renton has identified areas of roadway flooding due to lack of culvert capacity. Also, the developers of a large apartment complex to the northwest of the intersection of 110th Pl. S.E. and Lincoln Ave. N.E. are altering the channel configuration of the ditch/stream along the west side of Lincoln Ave from the intersection to the point where the stream leaves Lincoln and heads northwesterly across undeveloped land. It was impossible to identify potential problems in this area during the site visit as it was in the middle of construction. 23 )- qN r -- •--- --ptv _ , ,..„-_-_.-,; \\ -itp. _, _ ___ _i _ ! it ( .,/, , ((.(4 . 0 ; ..-4.:it - 11:00://'. Afri, _i P : ! 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AL CI_`_ =r .7-: 1q4,'JIiJI, , F._ S.E. fl. i wo4' 11\ , . .. - . „ ... .. . ...... ..'..N.,. .01 / • [ .,i 7.:= =.=.....-a-.== _.-i,, \ A ) 1 , . . • .. .. ... .. .... . „.. .. . :, . , • ik_...u. . •...,,,„, ... . ... .,... .. . .. • • .. ... . .,.. . !pi..., 3' l7. 2 4 t► /, 150 - i00' : • ' r• .%, 00 \ \ ii( c?.........._____„N j_. , 77.-r" / Figure 1(b) - 1954 Aerial Topographic Survey Scale: 1" = 400' 25 BAIMA & HOLMBERG INC. CiTyOFRviz EatN INC JUL - 8 2005 RECEIVED TECHNICAL INFORMATION REPORT for Taylor Court Short Plat July 5,2005 xUPE ti 11332 � ISTEg� 1 SIGNAL EXPIRES 11/30/06 Baima& Holmberg,Inc. Job No. 1673-023 Prepared For Basic Ventures 18211 240th Avenue SE Maple Valley,WA 98038 100 FRONT STREET SOUTH • ISSAQUAH • WASHINGTON • 98027-3817 • (425) 392-0250 • (425)391-3055 TABLE OF CONTENTS SECTION TITLE 1 PROJECT OVERVIEW 2 CONDITIONS AND REQUIREMENTS SUMMARY 3 OFFSITE ANALYSIS 4 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN 5 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 6 SPECIAL REPORTS AND STUDIES 7 OTHER PERMITS 8 • ESC ANALYSIS AND DESIGN 9 BOND QUANTITIES,FACILITY SUMMARIES,AND DECLARATION OF COVENANT 10 OPERATIONS AND MAINTENANCE MANUAL SECTION 1 PROJECT OVERVIEW Project Overview This project involves the development of a 1.70-acre parcel into 9 lots. The site is located at 3 711 Monterey Place NE, at the southwest side of the inter section of SE 86th Place and Monterey Place NE. An existing residence currently occupies the site. The site generally slopes down to the north and northeast at 5%to 22%. Soil maps and onsite exploration show the site to be underlain with a thin layer of sand over silty till. Proposed Drainage Control Runoff from the developed conditions site will be routed to a combination detention and water quality control tank to be constructed onsite. The detention volume and release rate was calculated using the 1990 KCSWDM SBUH method matching the 2-year, 10-year and 100-year developed/existing peaks plus a 30%F.S. increase in volume. The R/D facility will discharge into the Monterey Place NE ditch. • \ \ \\ \ \ rip 4 r ` k4\ \011ialb‘, \ . raw!" \4 , ‘-,,_ _ _ - 4 • ,t . T4 \ / 5 0Fr :Oppill.11 '11 .111Siiii%kA\41141:‘ . .N . _,:61).„ . , '46t0 N isiisifor-dimAz** ‘ N \ \ \ 11: NI \ .\\ \ \ k.\, 4i06 r , \ \ reo , \ ' 4 is* / . te+. 82-- ) ti‘,,, 1 \ \ tleA, - ` \ , di mak- __ _7- -:_-___-..,-:A., -\ \ \ \ \\ N Site Plan 1" = 60' {1 :�� A \\\\\\\ r lei)111 l' _ `-Z f ! ill L r _ _y AL, 4 tirs- Az 71----4\ 111111L i jr---als , i ,, „NM itlinuw.;:r wli, �� i imp/ al; , n di ra 101 wf It mizgrog, � ip ,r, .,rwm• .!Piormithirria( ' ___,,- -414%.;. 14 ' .1.mgempaessin, , ' i i -•-- ' IEFINk_ tir tiV;ONOVimmtlro.....moi iisEame ., x LI r�� I-16 �; q(Ir ,cir" ��lr� 1s . Ai b;; :cgfflotletoa roman , ,, . 1,„,....,t7.44 040., ounglip r N‘ t '''''r EIC:'11.i'Adlf--- -%.- --.114-‘1.imiaM lor---___ ;, ) ', mitellt retk. Vt,Etirj. AtilliP1 , NE dispo in f pi.," ..ti\ _____4, , r - ,,-: 'EJ \ ' , AMO41100d AV*,/ia.Kar i''' \ s \ , rdsv:itri.0.1 *4Noakett. MI 1 1 . rum •ItiloesfyvatAvirrir iim ISsitordo Alv. ..ilitorm ii, ) • 0- ',al/. --t krill. --10 , .: P WrfaltglegaliAPVA ----Z-Q--4 sari 4 ad 4120.4514 r 6,)„, ,., r iit. k(1 IN �ii I/1 �,rclmb!irrri i \' idifini / 4k ' 1 1 If/ 1 Vicinity Map SECTION 2 CONDITIONS AND REQUIRMENTS SUMMARY SECTION 3 OFFSITE ANALYSIS Project Overview This project involves the development of a 1.70-acre parcel into 9 lots. The site is located at 3711 Monterey Place NE, at the southwest side of the inter section of SE 86th Place and Monterey Place NE. An existing residence currently occupies the site. The site generally slopes down to the north and northeast at 5%to 22%. Soil maps and onsite exploration show the site to be underlain with a thin layer of sand over silty till. Upstream Drainage A portion of adjacent, offsite backyards drain onto the site from the south. Any offsite runoff will be picked in the storm system to be constructed with this project. Downstream Drainage Runoff from the site generally flows north and northeast to the drainage ditch along the south side of Monterey Place NE (A). The ditch flows northwest, crossing a couple of 18" driveway culverts about 400' (B)where it turns west, flowing about 350' though an overgrown swale headed west (C). At Lincoln Avenue NE, a 12" inlet pipe directs flows into a storm system, about 750' downstream from the site (D). The storm system flows north along Lincoln (F), discharging into a deep swale along side of Lincoln(F). This swale/ravine continues north along Lincoln, crossing through a couple of 30" culverts. The ravine continues north, beyond 1/A downstream form the site. There are no apparent drainage problems along this downstream drainageway. Proposed Drainage Control Runoff from the developed conditions site will be routed to a combination detention and water quality control tank to be constructed onsite. The detention volume and release rate was calculated using the 1990 KCSWDM SBUH method matching the 2-year, 10-year and 100-year developed/existing peaks plus a 30%F.S. increase in volume. The R/D facility will discharge into the Monterey Place NE ditch. „,-- -- 1, il \\ . p livi 'A 14 ' - ' PAPP' St dig” ( fit - -111--'\\\\\-\1\-e°4-----/;44"._ 1/1411 lit "Flili\ /"Iitir- 7,... ii 'AMA' ' 4,11microff 701 ( (rH111111-ill'f iir: .T"-.- IrtVvrt!t il 11111111111 44, Aso tt I lit 41sitilielvto Ire/1,,, � � I ilia AJiltr.cor-7----,s 1.4t, )14, Ai i , ti it. ,i1 � th ___„••••••° :_ Ail 41, I w.,,...,41 jiPi ' \ 4111 ,,,et,"'"------ -Cvuri' *tit oA/7,2 � � 11 , / 40. A attekv47- 1... .‘„, 4 .. fflAAW:. i ,-- 40-001-...mammitisiot , i \\,. ii," x /11601111 Tirierilk ( el(fs lilli.1:1171:1 i '° dr ,.J 1 --mw.m... c) k \ '°-\71".w 7 -.---. -- I 1- N Downstream rainage Mail OFF-SITE ANALYSIS DRAINAGE SYSTEM TABLE Surface Water Design Manual, Core Requirement#2 Basin: Subbasin Name: Subbasin Number: Symbol Drainage Drainage Component Slope Distance Exrstin Potential Observat ons of field inspector Component Type Description from site.• Problems : Problems resource reviewer, ot',resident Name, and Slze disc a ge Type .sheet flout swale. CMS*.tlons,tlndet caPany.ponding6 see map stream hanrel,pipe, era'nape 6as[n vegfatlon,paver, % 1/4ilti*1,32Qft overtopping;flooding,habitatgrorganism tributaryarea,t C....0 to of problem, t f t 9 a:V iu es. z:;.�<:.;::•: ;>::i>::`Ai::i!:d ::::::::*4.tzlction.s000r.tn bank:atou hl. .:ovetSlcNpaL �: t�M(alimpa s pond Slze dlame.er deg h type,o sensa hre re n.m „::.,. : 8 g ng, po surface area . > . :. .....,. : edimentatiorr;incision,ofher:ecoslori>. 0 getVDSc PK 1)1L-6b+ ZP2IA) 5-% D'` Q9 Po , 0 Worp3J (9AJACZ 1oct;t4e;0- ?5g n)0N15 t-4 k.z " (NiCier' i9v)0 .rte,' r\larz rg t szrn G y CsT i7 -t20 ! 1 do tJl 0 s JA l?4vt t t0 P. 102 -r G 190 '1 N6 III 1, . N N el I -L0 ', � t • L1Table.doc 11/2/92 SECTION 4 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN x �JOB � �� ~~ �- � BAIMA & HOLMBERG, INC~ SHEET NO. OF lOO Front Steet South ISSAQUAH, VVASH|NGTON98O27'38l7 CALCULATED BY � K^-� o^rs Slzylo.5- 1425) 392'025O FAX (425) 3S1'3Q55 CHECKED BY DATE nu^Ls ............. ............. ^ ' ^__, � , -pie va -_. ^ ............. . ^ . ^__, ............. ........... ..........-........................... ......_ ..........__~ ^ . ^� -----` ^ ' v- ^............................. ..........................—K'............. `=�' _____ . , ^ ^ ^ ^ , ^__ .... '.......................... . _____^ ............. ^_........ ^ ` ^ -��4� | ^ , ! _____ - _............. ___ | � �� o� , ^ �__ «�' "��-�� ~��'��* ~~�--^ ^ , _-- ! ! ^ ^ � � - l - __-� . � __ ^ `�' °_~ ,- - - - , . .....................-__~ , ' ^ � | | ------ ' ^ —� ^ ^ . 4 , __~ � , ^ _............. ^~~ -. , . ^ / , __-............. , ^ . - ........................... l ' ^__^ __-__'__~ ^ . +__............. w� , � ` ' , , ^ ^ ' ��-�� ^ ^ , ^ , / ^ ! ' __- . | � � | | | | | ............. ^__^ �__ / [ ' ` - ........... ............ __- . - ....................................... ; ^ , ^ � ^ , ............. ' | - ` ^ ^ / / | | ----- ^ - ^----- r . , . � , ^ ^ | --' ......................~ + �-- i - , ^ - __- _ ^ ^ ^ ~__, ^__^ / ..................................... ............. � ^_ ^ ~...................................... � ^ , __~ , | . JOB BAIMA & HOLMBERG. INC' SHEET NO. OF 100 Front Steet South ISSAQUAH, VVASH|NGT0N9O027'38I7 CALCULATED BY o^r 425) 392'0250 FAX (425) 3D1'3OG5 CHECKED BY o^r SCALE | � . t 7 . ....... ............ t t ................................. . .............. .............. VEX | | | 4 ^ ^ ^ / ~__, ^ ^ --�-- ^--- � -�- ^ A&Z-6�' � 4 . ^ - ^ �_-__'__~ ^ � --- / � ^ L-- | � . __- - ^ __~ | | | I. --' --' ' | | i | ^__, ^__� ^ . �__ ^ , ................. ^__, __- - T -----~ ' ^ � ` --- ..................................... !__............... . ~ | | � � ~__ ..____ ^ -------- ` ^ ' ^ ^ [ ' ^--' � | --' ^ ~ -----' ^ � �—� F-- ' --� --'--^ ^--. - t ` ^__` l ^-'__ ................... , - ^ ^__, ! / --- ^__. ........................... ........... .......................... .......... ............ . ............. ^ , + � __~ . | ^ ..................................... ^ --- ^ ` � ' | | ^__, ^ , ^ . __. � � , � __+ | | / / | | --~ --- ^ ' ^ . / L-- / | JOB BAIMA & HOLMBERG, INC. SHEET NO OF 100 Front Steet South ISSAQUAH, WASHINGTON 98027-3817 CALCULATED BY Tfl. DATE 1'425) 392-0250 FAX (425) 391-3055 CHECKED BY DATE SCALE I . j 1: i i I I 1 1 1 1 ' i• ••. . 44 ..., PP _Pr' 514titi • , , ' 4 4 . ....{... ....... 51 A'.M-..., .. A- -- /• 70 -, . . , . 4 • t I .1 . -I • )4' 4 asystiki no&,..7 • . , , • , . , i : ..,,,,,..,- . , , , , , . , . — • i ... . , . , i 1 • _, . . • : . . , , • r " , • • • . i w Eic tiousulprit.a.k......... 1,-- isivs:v 1 : 1 1 i 4 goftwitcps .. . ). 1..... . • .• 3 I ' • • .. i ... ....70. ri... 1.1. I . . fr i 0$4014it. [.... It. A*4.01 4 .i• 1 :.. fil 1 t 0 '6,7, -Ci- I rp-u - 1 4 t , i , . • 1 1 j 1 l• 1 1 *1 F I f ' 4 • •• f. .;••• . ; 4 • 1. ; . I 1 tio>13" . ' + I • i i 1 t t• t . t t r. 4 4 r I or. Oic C asi t4.1 -i- 8 gi t. 4 i .1 T 1 1• I 1 i 1 -1,‘e I 4 •-4-. .441: ; 4 Fit, .#9 4 ille# MCI tiV64..g?)4 .61 M'''''.. .1°:3H I. 1• i 1 i . I 1 . • 4 4. 4 T + t 4 ,Al: i I . ... A • itift.rx.. e.,y— Of, .)e Cts,4 -t- Ayr) ,....y. - .---'-' 'i I 1 . .F. • i 0.5 « .i • 4 ; .« II.. A 1 A i np I r n 1)t. 1 i I + 4 1 t r •.. ...-.• 4 t • • " 1 ""7- "'w:r"... 1 I ! • 1 I ' I.. ,,« I I I I i 1 1 L f vilit : i .-0 AT42 k i I 1 I .. ....... ..... ...t. 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I , I i PRODUCT 2041(Single Net)205-1(Padded) i PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 1.36 .96 .96 4.50 2015 TEST HYD 1: .93 .59 .47 3.36 1500 TEST HYD 2: .56 .29 .28 1.73 770 STRUCTURE DATA: R/D-VAULT RISER-HEAD VAULT-BOTTOM-AREA STOR-DEPTH STORAGE-VOLUME 4.50 FT 448.2 SQ-FT 4.50 FT 2015 CU-FT DOUBLE ORIFICE RESTRICTOR: DIA(INCHES) HT(FEET) Q-MAX(CFS) BOTTOM ORIFICE: 2.80 .00 .450 TOP ORIFICE: 4.10 3.25 .510 ROUTING DATA: STAGE(FT) DISCHARGE(CFS) STORAGE(CU-FT) PERM-AREA(SQ-FT) .00 .00 .0 .0 .45 .14 201.7 . 0 .90 .20 403.4 .0 1.35 .25 605.1 .0 1.80 .28 806.8 .0 2.25 .32 1008.5 .0 2.70 .35 1210.2 . 0 3. 15 .38 1411.9 . 0 3.25 .38 1456.8 .0 3.60 . 67 1613.6 .0 4.05 .83 1815.3 .0 4.50 .96 2017.0 .0 4.60 1.29 2061.9 .0 4.70 1. 88 2106.7 . 0 4.80 2.63 2151.5 .0 4.90 3.45 2196.3 .0 5.00 3.75 2241.2 .0 AVERAGE VERTICAL PERMEABILITY: .0 MINUTES/INCH Water Quality Wettank Volume Determination - SBUH Method ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 1-YEAR 24-HOUR STORM **** .67" TOTAL PRECIP. ********* DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.7 .9 86.0 .8 98.0 6.3 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .11 7.83 1621 <= Req'd Volume Developed Conditions SBUH Peaks ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP. ********* DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.7 .9 86.0 .8 98.0 6.3 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .56 7.83 8026 ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.90" TOTAL PRECIP. ********* DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.7 .9 86.0 .8 98.0 6.3 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .93 7.67 13020 ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.90" TOTAL PRECIP. ********* DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.7 .9 86.0 .8 98.0 6.3 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.36 7.67 18798 Existing Conditions SBUH Peaks ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 2-YEAR 24-HOUR STORM **** 2.00" TOTAL PRECIP. ********* DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.7 1.5 83.0 .2 98.0 12.4 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .29 7.83 5182 ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 10-YEAR 24-HOUR STORM **** 2.90" TOTAL PRECIP. ********* DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.7 1.5 83.0 .2 98.0 12.4 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .59 7.83 9506 ******************** S.C.S. TYPE-lA DISTRIBUTION ******************** ********* 100-YEAR 24-HOUR STORM **** 3.90" TOTAL PRECIP. ********* DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 1.7 1.5 83.0 .2 98.0 12.4 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .96 7.83 14778 CUSTOM STAGE vs. STORAGE TABLE PIPE DIA. (ft) = 8 LENGTH OF PIPE (ft) = 69.25 PIPE PIPE + 30% _ENGTH OF PIPE (ft) = 90.0 w/FS STAGE(ft) AREA (ft^2) VOLUME (ftA3) VOLUME (ftA3) Before 30% FS w/30% FS 0.00 0.00 0.0 0.0 0.50 1.31 90.6 117.8 1.00 3.63 251.1 326.5 1.50 6.52 451.8 587.4 2.00 9.83 680.5 884.7 2.50 13.42 929.4 1208.2 3.00 17.22 1192.3 1549.9 W/Q Dead Storage Voir W/Q Dead Storage Volume 3.50 21.14 1464.2 1903.4 = 1374 cu-ft = 1786 cu-ft 4.00 25.13 1740.4 2262.6 4.50 29.12 2016.7 2621.7 5.00 33.05 2288.6 2975.2 5.50 36.85 2551.5 3317.0 6.00 40.44 2800.4 3640.5 6.50 43.74 3029.1 3937.8 7.00 46.64 3229.7 4198.7 7.50 48.96 3390.3 4407.4 Detention Volume Detention Volume 8.00 50.27 3480.9 4525.2 = 2017 cu-ft = 2622 cu-ft SECTION 5 CONVEYANCE SYSTEM ANALYSIS AND DESIGN • SECTION 6 SPECIAL REPORTS AND STUDIES SECTION 7 OTHER PERMITS SECTION 8 ESC ANALYSIS AND DESIGN SECTION 9 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT SECTION 10 OPERATIONS AND MAINTENANCE MANUAL King County Department of Development and.Environmental Services TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 'P,ROJECT OWNER AND `Part2.:PROJECT LOCATION AND •PROJECT ENGINEER! `:DESCRIPTION Project Owner Project Name Address Location Township Phone Range Section Project Engineer Company Address/Phone .Part 3 TYPE OF.FEf�MIT '" - APPLICATION `:� y; Y Part 4 R OTHEREVIEWS AND RERMITSj Subdivisonff DFW HPA Shoreline Management Short Subdivision COE 404 Rockery • Grading DOE Dam Safety Structural Vaults Commercial FEMA Floodplain Other Other COE Wetlands • • Bait 5 SITE COMMDNITY4AND.DRAINAGE=BASIN x Community Drainage Basin Part 6 SITE CHARACTERISTICS River Floodplain Wetlands Stream Seeps/Springs Critical Stream Reach High Groundwater Table Depressions/Swales Groundwater Recharge Lake Other Steep Slopes Parf"7 ,.SOILS . Soil Type Slopes Erosion Potential Erosive Velcoties • • Additional Sheets Attached Par#8 DEVELOP.MENTLIMITATIONS . REFERENCE LIMITATION/SITE CONSTRAINT Ch.4—Downstream Analysis Additional Sheets Attached �Raifi9 ESGREQt11gEME.mw*I2 ` n ,. 3;f MINIMUM ESC REQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION AFTER CONSTRUCTION Sedimentation Facilities Stabilize Exposed Surface . Stabilized Construction Entrance Remove and Restore Temporary ESC Facilities Perimeter Runoff Control Clean and Remove All Silt and Debris Clearing and Graing Restrictions Ensure Operation of Permanent Facilities Cover Practices Flag Limits of SAO and open space Construction Sequence preservation areas Other Other Part)0 .SURFACE WATER SYSTEM _ • Grass Lined Tank Infiltration Method of Analysis Channel Vault Depression Pipe System EnergyDissapator Flow Dispersal Compensation/Mitigati p p on of Eliminated Site Open Channel Wetland Waiver Storage Dry Pond • Stream Regional Wet Pond Detention Brief Description of System Operation Facility Related Site Limitations Reference Facility Limitation ;Part,) STRUCTURAL ANALYSIS �4 }Part i2%EASEMENTSTmACTS Y s�h .F _a x.a....r.v v..... a .} �i�' ... ..v�i. •.l._ _. .... ..--...a .._�.�>:b.�:! 1 Cast in Place Vault - Drainage Easement Retaining Wall Access Easement • Rockery>4'High Native Growth Protection Easement • • Structural on Steep Slope • Tract • • Other - Other • • Part 13 SIGNATURE OF PROFESSIONAL ENGINEER .. w • I or a civil engineer under my supervision my supervision have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attachments. To the best of - my knowledge the information provided here is accurate. Signed/Date KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL • • STORMWATER FACILITY SUMMARY SHEET Development Date Location ENGINEER DEVELOPER Name Name Firm Firm • Address Address Phone Phone Developed Site: Acres Number of lots Number of detention facilities on site: Number of infiltration facilities on site: ponds ponds vaults vaults tanks tanks Flow control provided in regional facility(give location) No flow control required Exemption number Downstream Drainage Basins Immediate Major Basin Basin A Basin B Basin C Basin D Number&type of water quality facilities on site: biofiltration swale(regular/wet/or sand filter(basic or large?) continuous inflow?) sand filter,linear(basic or large?) combined detention/WQ pond sand filter vault(basic or large?) (WQ portion basic or large?) combined detention/wetvault stormwater wetland compost filter wetpond(basic or large?) filter strip wetvault flow dispersion farm management plan landscape management plan oil/water separator(baffle or coalescing plate?) catch basin inserts:Manufacturer pre-settling pond pre-settling structure:Manufacturer flow-splitter catclibasin DESIGN INFORMATION INDIVIDUAL BASIN A B C D Water Quality design flow Water Quality treated volume or wetpond Vr • 1998 Surface Water Design Manual 9/1/98 1 KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL • - DESIGN TOTAL INDIVIDUAL BASIN INFORMATION,cont'd . Drainage basin(s) A B C D Onsite area Offsite area Type of Storage Facility Live Storage Volume Predeveloped Runoff Rate 2-year 10-year 100-year Developed runoff rate 2-year 10-year 100-year Type of restrictor Size of orifice/restriction No. I No.2 No.3 No.4 • FLOW CONTROL&WATER QUALITY FACILITY SUMMARY SHEET SKETCH All detention,infiltration and water quality facilities must include a sketch per the following criteria: • • 1. Heading for the drawings should be located at the top of the sketch(top right-hand corner). - The heading should contain: • North arrow(point up or to left) • D9# • Plat name or short plat number. •Address(nearest) • Date drawn(or updated) •Thomas Brothers page,grid number 2. Label CBs and MHs with the plan and profile designation. Label the control structure in writing or abbreviate with C.S. Indicate which structures provide spill control. 3. Pipes--indicate: . Pipe size Pipe length Flow direction Use s single heavyweight line 4. Tanks--use a double,heavyweight line and indicate size(diameter) 5. Access roads • Outline the limits of the road • • Fill the outline with dots if the road is gravel. Label in writing if another surface. 6. Other Standard Symbols: • Bollards:® ® 0 0 E H a Io • Rip rap o00000 000000 Fences --x---x---x---x---x---x--- • Ditches • 7. Label trash racks in writing. 8. Label all streets with the actual street sign designation. If you don't know the actual street name,consult the plat map. 9. Include easements and lot lines or tract limits when possible. 10. Arrange all the labeling or writing to read from left to right or from bottom to top with reference to a properly oriented heading,. 11. Indicate driveways or features that may impact access,maintenance or replacement. 9/1/98 1998 Surface Water Design Manual 2