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17-102245Q,_�,rm L�- iv ,�r w�c ' L � •- o" Ex�Jr,uc, Rocs c r ti,t !a S14 4 IC ,.. v� f,..� .� ..+ �J i .� a ,r , - .... a_ .'. i • �. _ otic c? 47 'r r -Ica Yv • =i 7" h{ VV i 11 .�lj c. w o O C.. -d/ Z F s s+ e.-.J s Sr ) v� Q 5Ira .5 W .3 6 $ -„ 5 r n q Ci \ ..5c-. .c , I - 1, 3 LG SHOOT PLAT �� 05-101228-QQQ=QQ—SU CITY OF FEDERAL WAY KING COUNTY, WASHINGTON BASIS OF BEARING KING COUNTY SHORT PLAT NUMBER 1277077C, RECORDING NO. 7810300767 VERT{CAL DATUM SANITARY SEWER MANHOLE RIM EL. 194.05 AT THE INTERSECTION OF S.W. 366TH STREET AND 1ST AVENUE SOUTH. DATUM: NGVD-1929 EQUIPMENT USED. NIKON DTM-520 LEITZ SDR 33 ASSESS®R'�S_PAR_CEL NUMBER: 3021049068 LEGEND I JS -- SS SD SD 0 0 EJ E0 D4 30' EASEMENT I Af#7806050567 12170�i 3 K�Sp 100�0761 LOt pF#�8 RECORDING 1,10. VOL./PAGE 30 0 30 60 90 2b81 1(net)�SgFt 27 30 00` S$:?-°5q' 00 r;.. N8�3°"40.,28x �ELn "TRACT X" TO BE DEDICATED TO THE �, • V)' o CITY OF FEDERAL WAY UPON REQUEST I s o HEAVILY W00AREA WOODED 1APPLE C7 FOR ROADWAY PURPOSES, SEE AGREEMENT " S. N RECORDING NUMBER______________ -__--- I EXISTING 54' :' 6 FI I I HOUSE 1 �. R /01 FIELD r �� I i'i I �\ V M I , 00 �/) ,� 14." FIR', N ;f ` Ln f N NIJ o 2 8 ! z _ �n i j 3 ) EXISTING 1 5t' FIR rn R DRI�EWAY , /, {. j i 14" FI / 12 FIR 0„ FIR FOUND COIICRETE MONUMENT 11\1 CASE AS SHOWN SPOT ELEVATION SA141TARY SEWER LINE STORM DRA114 LINE SEWER MANHOLE STORM DRAIN MANHOLE STORM DRAIN{ CATCH BASIN WATER METER WATER VALVE FIRE HYDRANT POWER POLE TELEPHONE PEDESTAL POWER METER POWER VAULT SIGNIFICANT CONIFER TREE(TO REMAIN) SIGNIFICANT DECIDUOUS TREE(TO REMAIN) I 6 s FlR / �I. I2" APPL ��. 14"' CHERRI( 17 " FlR 1 1 2' F I R' ..1- „ JHERRY / \ I 1 - 1 ZFIR 51 S p i 1 3�6.49 EXISTING o` , SING .91kw W t�-----w N w w 2'- 1 d FIRS w ----cr w ; I v w I / SIDEWALK w BASED NUMENT ^i o ;; 30' EASEMENT I\ FOUND LINE, 19, 2000 ,n AF#78'06050,567 CASED MOOMENT o N89 �Q32'21W � 'OUND JN 19, 2000 .. 66.50 `IV Q (7; :EXISTING ASP! IALT ROAD' i S. W. 366TH STREET ` ' " `I I ' j ------------------------ Certificate No. LS36795 EXISTING huh•.........: �-- - SIDEWALK �\ TS r�cUNTAINVIEW Vf EW HEM _ oo , 5a j Pis 9 - � vo1501 D U � Q ' M -j C! 3/28/2006 i EXISTING SIDEWALK ;APO L iAstf HOLMVIG, DEWIT I' P U G E T SOUND HOMES �w N 4 LOT SHORT PLAT ry � p & ASSOCIATES, INC. a LAND SURVEYING / PLANNING / o DWN, BY DATE JOB NAME s- 036195 �9 ENGINEERING SUPPORT MRD 3/28/2006 PSH—FEDWAY s!F S T E¢ 10 6 COLF STREET, ENUMCLAW, WA 98022 01L LAND (360) 825-6963 FAX (360) 272-0106 CHKD. BY SCALE SHEET W-, S: 5-14-2007 email: mike@hdasurvey.com MRD 1 " = 3 0' WWI2 OF 2 CNV@IF APPROVALS: CITY OF FEDERAL WAY Examined and approved this ---- day of ------------, 20---- /cam CT� ------------•----------------------------------- City Engineer Examined and approved this --_— dayof — 20---- SHORT PLAT NO 05-101228-000— 00- So CITY OF FEDERAL WAY KING COUNTY, WASHINGTON RIGHTS_017-WAY Rights —of —Way graphically represented on this short plot have been deeded to the City of Federal Way by Statutory Warranty Deed, King County, Washington recording number: -----_ DEDICATION KNOW ALL PEOPLE BY THESE PRESENTS that we, the undersigned owners of interest in the land hereby short subdivided, hereby declare this short plot to be the graphic representation of the short; subdivision made hereby, and do hereby dedicate to the public forever all the easements and tracts shown on this short plat for all public purposes as indicated thereon, including but not limited to parks, open space, utilities and drainage unless such easements or tracts are specifically identified on this short plot as being dedicated or conveyed to a person or entity other than the public, in which case we do hereby dedicate such easements, or tracts to the person or entity identified and for the purpose stated. Further, the undersigned owners of the land hereby short subdivided waive for themselves, their heirs and assigns and any person or entity deriving title from the undersigned, any and all claims for damages against the City of Federal Way, its successors and assigns which may be occasioned by the establishment, construction, or main— tenonce of roods and/or drainage systems within this short subdivision other than claims resulting from inadequate maintenance by the City of Federal Way. Further, the undersigned owners of the land hereby short subdivided agree for themselves, their heirs and assigns to indemnify and hold the City of Federal Way, its successors and assigns, harmless from any damage, including any costs of defense, claimed by persons within or without this short subdivision to have been caused by alterations of the ground surface, vegetation, drainage, or surface or sub —surface water flows within this short subdivision or by establishment, con— struction or maintenance of the roods within this short subdivision. Provided, this waiver and indemnification sholl not be construed as releasing the City of FF•derol Way, its successors or assigns, from liability for damages, inc;uding the cost of defense, resulting in whole or in part from fhP n<�!!nAncA of the City of Federal Way, its successors. or assigns. This sut�division, dedicotion waiver of clo!ms and o(geee--ant io h')!d rearm ess is made wits, the free consent ar,d in bCcord ,�_e with thr desires of said owners. IN WITNESS WHEREOF we set our hands and seals. STEVEN J. SALTER State of Washington County of I certify that I know or have satisfactory evidence that signed this instrument and acknowledged it to be (his/her) free and voluntary act for the uses and purposes mentioned in the instrument. Signature of Notary Public Printed name Dated My appointment expires CORPORATION: WELLS FARGO BANK STATE OF --------) )SS COUNTY OF -------) ON THIS DAY PERSONALLY APPEARED BEFORE ME --------------------------------, TO ME KNOWN TO BE THE --------------------------------------------------- OF_ _------------------------------------- THE CORPORATION DESCRIBED IN THE FOREGOING INSTRUMENT AND ACKNOWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND VOLU14TARY ACT AND DEED OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN MENTIONED, AND ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE SAID INSTRUMENT ON BEHALF OF THE CORPORATION. GIVEN UNDER MY HAND A14D OFFICIAL SEAL THIS — — — — — — — — — DAY OF NOTARY PUBLIC IN AND— — FOR THE STATE OF ------_,----_, MY COMMISSIOrI RECORDER'S CERTIFICATE ...... filed for record this.... ....... day of .......... 20,.,... at...,..M in book .......... of ........ at page,.,.,.... at the request of MgY„ Sup.t...o,f.Records...,,.. Director of Community Development Servicves KING COUNTY HEALTH DEPARTMENT Examined and approved this --_— day of — — — — — — — — — — 20_—_ VESTED OWNER STEVEN J. SALTER 36526 3rd AVENUE SOUTHWEST FEDERAL WAY, WA 98023 (253)874-6556 DEVELOPER PUGET SOUND HOMES, LLC 709 S. 313th STREET FEDERAL WAY, WA 98003 (206)790-7046 LEGAL DESCRIPTION KING BOUNTY ` DEPARTMENT OF 1 S P SESSMENTS Examined and approved this — — — — day of Assessor — ----------------- Deputy Assessor -------- Account Number 3021 049068 LOT 4, KING COUNTY SHORT PLAT NUMBER 1277077C, RECORDED '.!NDER RECORDING NUMBER 7810300767, BEING A PORTION OF THE NORTHWEST QUARTER OF ' HE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, i_,",NGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON; TOGETHER WITH A NON—EXCLUSIVE EASEMENT FOR INGRESS, EGRE":.> AND UTILITIES OVER THE SOUTH 30 FEET OF THE NORTHEAST QUARTER OF THE SOUTH, .;;f QUARTER OF THE SOUTHEAST QUARTER OF SECTiOIN 30 TO'l=NSH!P 21 NORTH, RAht' d E!Ail- ';^,'ILLAMETTE 1�IERIDIAN, IN IUNG COUNTY: WASHINGTON: EXCEPT THAT PCRTION' OF SAID EASEMENT LYING WITHIN SIXTH ' '1C:E S.W.; A'1D A NON—EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND UTILIT1t:S OVER THE SOUTH 30 I EET OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF TH' SOUTHEAST QUARTER OF SECTION 30, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE h'I':iDIAN, IN KING COUNTY, WASHINGTON; ANIJ EXCEPT THAT POPTIO14 OF SAID EASEK�ENT LYING WITHIN SIXTH ',V!.NlJE S.W.; AND AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES OVER TRACT AS DELINEATED ON SAID SHORT PLAT; EXCEPT ANY PORTION THEREOF LYING WITHIN THE ABOVE M0N TRACT. SURVEYOR'S NOTES THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH THE FINAL RESULTS MEETING OR EXCEEDING THE CURRENT TRAVERSE STANDARDS CONTAINED IN W.A.C. 332-130. THE BOUNDARY CORNERS AND LINES DEPICTED ON THIS MAP REPRESENT DEED LINES ONLY. THEY DO NOT PURPORT TO SHOW OWNERSHIP LINES THAT MAY OTHERWISE BE DETERMINED BY A COURT OF LAW. SHORT SAT NOTES ANY NEW ACCESS ONTO THE EASEMENT ON THE WEST SIDE OF THE PROPERTY SHALL INCLUDE PAVING THE EASEMENT TO 20' WIDE FOR THE ENTIRE LENGTH OF THE PLAT FRONTAGE. LAND SURVEYOR'S CERTIFICATE This Short Plat correctly represents a survey made by me or under m j direction in conformance with the requirements of the appropriate State and City Statute and Ordinance in 20........ ---------------------------------- Certificate No. 36795 17 /28/2006 V 0r NASA v 0 y LF' L z o ¢r 36795 RESUBMITTED APR 0 7 2006 tITV ni: FtrnFRAI WAS? I 6.0 Z 51 I T L— FE ------------- Z c lw .30ZO Ai� im VV, .3652 V. VtA.,, qE�OZ3 IND 11VA. 96043 i c-A GRAPHIC SCALE Q zs so 100 L I v ( IN FEET 'z' u I inch = 50 ft. t� it�}f vt aI 1110 � c%1 tti0 Q tj ul ni r - 0 - 33" BROWN GRAVELLY LOAMY SAND 33.52" MOTTLED GRAY GRAVELLY FINE SANDY LOAM SOI -122 #2: 0 - 18" BROWN GRAVELLY SANDY LOAM 18 - 35" GRAY FAINTLY MOTTLED GRAVELLY SANDY LOAM SOIL LOc3 D. 0 - 14" DARK BROWN GRAVELLY SANDY LOAM 14 - 30" GRAY SLIGIMY GRAVELLY SILT LOAM 30 - 40" MOTTLED GRAY SLIGHTLY GRAVELLY SILT LOAM SOIL LOQ #4: 0 -17" BROWN GRAVELLY SANDY LOAM 17 - 27" GRAY GRAVELLY SANDY LOAM 27 - 37" MOTTLED GRAY GRAVELLY SANDY LOAM SOIL LOC3 #5: 0. 19" BROWN GRAVELLY LOAMY FINE SAND 19 - 27" GRAYISH BROWN GRAVELLY SANDY LOAM 27 - 35" FAINTLY MOTTLED GRAY GRAVELLY SANDY LOAM SOIL LOG #6: 0 - 30' BROWN GRAVELLY LOAMY FINE SAND 30 - 45" FAINTLY MOTTLED GRAY GRAVELLY LOAM FINE SAND, SOIL LOG #7: 0 - 33" BROWN GRAVELLY LOAMY FINE SAND 33 - 42' GRAY GRAVELLY LOAMY FINE SAND 42 - 47" CEMENTED GRAY , GRAVELLY SANDY LOAM SOIL LOG #8: 0. 8" DARK BROWN GRAVELLY SANDY LOAM 8 - 20" BROWN GRAVELLY SANDY LOAM 20.40" GRAY GRAVELLY SANDY LOAM - > 40" CEMENTED GRAY GRAVELLY SANDY LOAM, MOTTLED Nou"G # : 0. 4" DARK BROWN GRAVELLY LOAMY FINE SAND -- 4 - 21" BROWN GRAVELLY LOAMY FINE SAND 21 - 31" GRAY GRAVELLY LOAMY SAND 31 - 35" CEMENTED MOTTLED GRAY GRAVELLY SANDY LOAD 4 h- G U U A N C9 H ru F- a Q t� v.+r Cn 7 1 V 0 1 i \✓ w i r ems, a j � M if r` a p Q � � a � O � � W . Q FIRE HYDRANT _ 1 rra MAP OORRECILY PBWXSEMM A SURMY LikM 8Y ME OR tllCII�AY DESIGNED BY 7 Z 2 C C 0 �O -C7 ! POWER i�t3LE ti E� Sf t0liN1ANE Wtl'H THE MENt'S OF ilf Slli( o 7 . 30 0 �- 30 DATE! ESOP ACT At 7W WOJE8` 'OF S� SAtT �R 6o sD ..._._...__--.------ - --.._ SALTER Era TELEPHONE PEDESTAL 1 '�5 � �...C�IYf� ��L� gip, �s' PRDJEG� N 4tF'. A [.�.j POWER METER 11 i ; �1r19 NO. L.S. ' - --- f t LA%tScale C c�fP SHfT 7 c. HP O .RHEA[ POWPOWERLINES � � SUR R. Do i I i / IN THE SE 1 4 of SE 1 /49 S.309 T.21 N R.4EWM S0'35' 1 8"W 114.17 u� o SO' 35' 1 8 "W 251.04 SQ-35' 18 5' X 30' SAND FILTER _ II \ \ \ RIMARhDf\& RESERVE /\tN�t LD `\ AREAS (SUBSURFACE DRIR\ Iqff ATION)\11 \ \ \ \ \ \ - 30 \ \ \I \ \ 3o9.a \ \ ` \ \ \ \ �' Q 15 30 60 30 EASEMENT \ ♦\\\\\ \\\\�\\ \ �6 /, \ \ a^\ -\ 00 v, AF#7806050567 \�\\ ��—_. �� f•:tn to P too 40' EASEMENT �� I �� \ \\\�\\ ♦\\\\ c,Y \ \ 000 \, AF#8305180776 �`i \. � \\\ \ _\ 3 \ \\\\\�\ \�Q Lot \ \ `\ \\\\\\ 3 BEDROOM (MAXIMUM { 5' X 38' SANDFIL ER \\\\\\ \ \� \2 92 \ S�}F BUILDING ENVE OPE) \ \ \ \ \ �\.4 BEDROOM (MAXIMUM\\ �\ BUILDING ENVELOPE) \ \\ \ o.\- \\ L— _ _ \ \ \\`\\\\\ ------PRIMARY & RESE:RVE DRAINFIELD NOTES: \ \ \ \ \\\ \ AREAS (SUBSURt ACE DRIP IRRIGATION) 0 0 \ \ \ O \ \\ \\ \ \ 0 \ \\\\\\\ \ \ \R. 1. SEPTIC SYSTEM COMPONENTS SHOWN FOR ILLUSTRATIVE \ \\.�� \ ��, PURPOSES ONLY. SEPTIC SYSTEM DESIGN BY COLE SEPTIC \ _ N r \ \ DESIGN INC. �8 Lot• 2, ` 2a$a 1\sgE \---------_ \ 1,34 68 ` d \ H I Y W00 D AI\E EX GRAVEL—, ROAD Lot 1 \ A41 D SgFt� _EX vRAiN � 's \ Lot \4 \ \��\\��,,�;�\\�\ ��✓k 'EX HOUSE' FIELD_. �� S 17134 �,qFt�,'_' 120'-'SFI ARED - ` \ !\\ ►1 \ \ !` ��� \I ' i ! 1 J 1__,AQCESS o ! X 38 \SANDFILTER j � \ 4 4PR00M (MAXIf UM I< - I �•= = J _ RIMARY & RES RVE DRAINFIELD \ \ 322 II� ' \ SUILD� G ENV�LOPE� j'/ ` �' 1) \ I ' / i AREAS (SUBSURFACE DRIP IRRIGATI N) DkVEWAY �\ \ - -1, � D 5' SIDEWALK TO BE` PLACED \ n \ ` \ \\ OVER UTILITY VAULT` 0 \�\ i EX PSE UTILITY VAULT a \\ d w ,0,/ �� o , ,� \ \ 9 x 10 _ \ \ �� Z � - <C Q \ 4 CL Ln r�, �...+f4u .!r'1t ..i•'y.i: .�': ?. �5i.` .c. y.i:+, ':'.• ':. :ti .t �':.C.l :7i•_•. � ��. <�cc) i ow 00 ¢ _ _ -- - --- - - _ SEW UNE - y +00 _ E LINE / 3100 4+00 i 01j Q i / zo t S. 366/ H STREET- - - - - - - EX SIDEWALK ��..©�` —, ,.:• .' CASED MONUMENT FOUND JUNE 19, 2000 EX SIDEWALK 30 EASEMENT j AF#7806050567 LLJ 4' PLANTER STRIP STORMWATER DETENTI N TANKS 1 &Z U EW STA 3+78.52= W/ GRASS (4$"x45') CASED MONUMENT J NS STA 1 +00.00 wAgR � FOUND JUNE 19, 2000 �GOor tONAL BAG SCALE ane,ees e �4/06 AS SHOWN PUGET SOUND HOMES, LLC PUGET SOUND HOMES STA. ° J'SP `H JLo 709 S 313th Street STORM DRAINAGE AND ROADWAY DESIGN C-2 oaa+Narm+c:. cwamumm 00mmTw 0" N 1 Federal Way, WA 98003 KWB 310-North Merktioa Pna,.: tss3)ee�-eaoo (206) 790--7046 SEPTIC DESIGN Suite 200 rox: (233j8!♦—tS86� R Y I I D N DATE APPO PAGE 4011uD, WA 08371 rwr. 1toomcom E NO PROJECT DIOIEFR __._.._. ... _ .._..__ ._ -'-__..... ._...._...._._..._.... _ . _..._.._ -'--_'_.. _. Frk .� ft� IN THE SE, 1 /4 of SE 1 /49 S.30, T.21 N R.4EWM S0"35'18"V1I . cn 11,4.t7 0 SU° 35' 18"W 251 .04 l� 5.38 \ \ ice-• \ \ \�o ' \ \\ \`\ \ \- 11, \ \` STORMWATER INFILTRATION TRENCH 1" =30' l f P \ �o o I \ \ \ ' 30 EASEMENT (` i `\ \ 3oA ? \ \�9� \ \ \ \(7 x3 x35) AF#7806 I `\ • 0 15 30 60_ \ \STOWWATER DETENTION\. ANKS 3&4\, (48"x32.L' \ \\ �\ ��� �1\ \ \ �; \ / , 40 EASEMENT� \ ,0\�6 AF#8305180776 �� ( �—� \ �� \\ \ ( �-� \ �� 28.0' 10' t' 5' 4' s 8.5' ' \ \� \ 19.5 s• 5 r 6.95' •-� � � \ \ \ \ 3\BEDROOM >;MAXIMUM, \ \ � \ � SIDEWALK WB LANE TYRE 1 CB` EX PAVEMENT SIDEWALK 1 \ \ \ � BUiLD�NG ENVELOPE) '•• `\\ \ \ \• � \ � \4 BEDROOM (MAXIMUM WITH S,TORMFIL.ToER \ \ \ z gLak\ 3 {� B�IILDING ENVELOPE) \ \ ,\ 22 SgFt \ mod, \ t 3y 1 PROFILE GRADE AND \ 0 V PIVOT POINT I p `�ok \ \ + \ \` (I MrN 02 FT/FT awl \ \ Lot 2 \ �� \ Fr/Fr .02 Fr oz FT gm --- \ 2081.1 SgFt\ \ TYPE\CB / \ \ WIYFI STO MFILTER ..fir\\\�\���\�i\, ASPHALT CONCRETE PAVEMENT CLASS� \_ �\X,____. \� \ \ _—, �� \\ B 2" COMPACTED DEPTH MINIMUM CRUSHED SURFACING TOP COURSE 2" MINIMUM COMPACTED DEPTH \? ---�20_ GRAVEL BASE 6" MINIMUM COMPACTED �� DEPTH �{I ` EX GRAVEL �, •3�..}0'� \o °\ \ \ )�No 366TH STR T ROAD \ \\ y s o EAVILY OOD D ARC _EE CROSS SECTIQN { }� Lot 1 l-,- -� u ��j �� \ �� SCALE \\ I 2r>�410 SgFtj \ \Lot \\� \ \ _ _ y 171` 4 S Ft ;1 \ L I EX HOUSE f DRgfN \ \ \ \ r - 20.0' 20' � ARE ACCESS \ 4.5' 10.0, 10.0' 4.5' 6 Sc, LA t � _ ' � �' C ` 'rC 1,18 LAf iE I �a A� i k/, TP I, PROFILE GRADE b t, :..�;.�,� AND N , 1 3 PIVOT POINTL�N 322 ` +IVEWAY' _f 4 BROOM '(MAXIM M ,0 1� . H SE + 02 Fr FT N' \ \ w BU LOi G ENVELOPE / .02 FT/FT 3 �\ f \ % \ t1 a� ASPHALT CON CRETE P \ , � ._ - __-�_ � � � AVEMENT CLASS B 2" 5 SIDEWALK TO BE PLACED COMPACTED DEPTH MINIMUM ` OVER UTILITY VAULT\ ��` CRUSHED SURFACING TOP COURSE 2" ?4" \ -1 ( *!slEX PSE UTILITY VAULT MINIMUM COMPACTED DEPTH L \o i Ix / \\ �� \ X� \ 9'x 10' GRAVEL BA o SE 6" MINIMUM COMPACTED Q 3, :'�� \ ; ` \ \ QDEPTH �o --W aW \ W v �_ 1 �;,'; ,,.. ;,; , .,:- ::,.,. el y.J.'/:•,t. L .rM .}L.'. /.lye• a t.;;,: B PRPOS D HAM M erl 'i/!' ..T• y •• TJ�`%::,t.: �:•rl`'.li;r%. f j• +..ti• : n• .1.;'.:..... y.•.. 1.. y NO SCALE 00 >- , in -EW LINE EW LINE � 3f00 -- - ---.? --- - '( - W'1 / / 1 J 4+oDf / o' ( NOTES: ry j -- S.W. 366 H ST/REET f 1 I ' ASSUMED 4000 SF IMPERVIOUS SURFACE PER LOT. \ � •_p o ��-\ � ''� EX SIDEWALK 2, INFILTRATION TRENCHES DESIGNED FOR 10 OYR — 24HR CASED MONUMENT EX SIDEWALK STORM �� r 30' EASEMENT FOUND JUNE 19, 2000 LO AF#7806050567 3. DETENTION TANKS DESIGNED TO MATCH PEAK FLOWS FOR 2YR-24HR AND 10YR-24HR. Ld 4. INFILTRATION RATE ASSUMED TO BE 0.001389 FT/MIN. U EW STA 3+78.52= 4' PLANTER STRIP STORMWATER DETENTION TANKS 1 &2 THIS RATE TO BE VERIFIED IN THE FIE LD. ELD. CASED MONUMENT NS STA 1 +00.00 W/ GRASS (48"x45') S. TAPER RATE FOR ROADWAY IS 10:1. FOUND JUNE 19, 2000 .' { o� 9 /ONA4 S PACE 1 or 2 NO R E V I S I O N DATE APPD MTe SCALE - 8/0s SHOwN PUGET SOUND HOMES, LLC PUGET SOUND HOMES g"m No. 'JSP CNED E O 709 S 313th Street _ STORM DRAINAGE AND ROADWAY DESIGN C- 1 ENW►rr2RIN0 CON5tRI1CT10N ' CONSUT►Ki �, "A"E Federal Way, WA 98003 LCR Suits N"00 M•rldlan phccx: (253)844-MM (ZO6) 790-7046 Suit. zoo ro><: (z55ltcec sea+ SITE IMPROVEMENT AND STORM DRAINAGE PLAN PuycRup, WA 9a31t rw.oltceaacom PRQECT ENGINEER I- i i