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13-104418 (2)PROJECT STATISTICS PROJECT SCOPE: PROPOSED MULTI FAMILY RESOENCES DEVELOPER: KITTS CORNER LL 11100 MAIN ST S E 301 BELLEVUE, WA 9 004 1 TOM NEUBAUER 25 4539551 PARCEL 202104-9070, 2021 4-9001, 2021 4-9072 LOCATION: SOUTH 336TH ST EET (SW CORNER OF PACIFIC HWY �S) FEDERAL WAY, SITE ZONING: RM2400 - MULTI-F 4MILY tWEST PORTION) BC - COMMUNITY BUSINESS EAST PORTION) ZONING JURISDICTION: CITY OF FEDERAI. WAY I SITE USE: MULTI -FAMILY S1 4CKED I SETBACKS: FRONT 2 FT BUILD NG 2 FT TYPE II LANDSCAPE REAR 5 FT BUILDING 1 FT TYPE 111 LANDSCAPE SIDE (WEST) 5 FT BUIL ING 1 FT TYPE II LANDSCAPE SIDE (EAST) 2 FT BUIL ING FT TYP-11 III LANDSCAPE INTERNAL 1 0 FT BUILdING (WETLAND 1, CATEGORY 1 0 FT BUILdING (WETLAND 2, CATEGORY BUILDING HEIGHT LIMIT: 30-FTC. fl9PJ I ABC VE AVE RAGELILD NG-ELEVATION SITE AREA: LOT COVERAGE: ou r 0 O cn m D 0 A 0 PARKING: REQUIRED -- 1.7 / UNIT 368 STALLS 1.6 / UNIT 346 STALLS QUIRE CITY APPROVAL) PROPOSED -- TOTAL 357 STALLS (1.65%) STANDARD 235 COMPACT 87 (24.3%) (25% ALLOWED) GARAGE 35 BICYCLE 60 [ (20) COVERED, (40) OPEN ] CODE: 2012 IB FIRE SPRINKLERS: 13R (APARTMENTS) N/A (REC CENTER) N/A (CARRIAGE/GARAGE) OCCUPANCY GROUP: R-2 APARTMENTS B/A-3 RECREATION BUILDING U GARAGES R-3 CARRIAGE U TRASH ENCLOSURE U MAIL KIOSK CONSTRUCTION TY E: VA APARTMENT BUILDINGS VA RECREATION BUILDING V B GARAGES V B CARRIAGE V B TRASH ENCLOSURE BUILDING TYPE: 3-STORY APARTMENTS 1-STORY RECREATION BUILDING TOTAL 22.74 C 3--STORY GARAGES/TOWNHOUSES (CARRIAGE BLDG.) BUFFER AREA 7.15,$C 1-STORY TRASH ENCLOSURE WETLAN AREA 4.60JCREGION ESM . 2.89C OPEN SPACE:BUILDABL ARE 8.10C REQUIRED -- 400 SF/UNIT = 86,400 SF IMPEIRVIOUS % PROPOSED- TOTAL 87,708 SF BUILDING MATRIX TYPES BEDROOM / BATH UNITS % 3.0 1 1 24 11 4.0 2 2 82 37 4.3 2 2 8 4 5.0 3 2 39 18 5.3 3 2 2 1 5.4 3 2 1 1 6.0 4 2 43 20 6.1 5 2 12 6 6.3 4 2 5 2 TOTAL 216 100 (11 --TYPE A, 5%) VICINITY MAP NOT TO SCALE .m MUM 49 , I � I I BP ZONE j BLDG SETBACK 1 1 N 01 °15 05' E 615 72' -----------------------r I ----------- - -- - - \�_-- __ I, —__---w I \ I I O I O � � � � 1 I 1 1 � �-••mac•• I I C:) I 1 I 2 I • I I I I I b'91 11 1 V91 dd DIle T41 I 'NI � ::• r% I I i� I • I 4s( I I I / 4:t ¢ I I Ali, I BUILDING 103,147 2.37 AC 10.41 /o I 1 19,267 SF�_ I I ROAD PARKING 110, 8 2.54AC 11.19% 2 6,021 SF SIDEWA K/TR IL 43,0 0.99 AC 4.34/3 2,184 SF TOTAL 256, 7 5.90 AC 25.94% 4 17,015 SF 31, 111 SF (WETLAND 1 BUFFER W/TRIL)jilt4.Kj71ji' • I5 l 6 7,210 SF (WETLAND 2 UFFER W/ TRAIL) r< rr rr I REC 4,900 SF •• -fay=" / I I O BP ZON ----------_---------_ ----- ------ j --- O I1I --�_'p-'' o ♦---c fic ct•c � c � ----- ----_ -,--• ----(JI k, _►�- �_- .�—� // a:,s.w P"' :>�REC. ____--—----- --;------------—--------- c REC. -- - OPEN 1MA6OO c SPACE — -------'tlNr E:P¢R 2Q�II: C1 �•�/ 5° SPACE - E I i 3 \ -- I OPEN I I I = ,oAj�- � SPACE ;R' � I I i I i {� u � % I, _, •D 'K �, .t'r •a:"vf:Z? ii,�t;�itl-n�..n....,.,�:ny...Y�cr<,r,:, ...c:r4 r�.;.-- O Mi WHOM vli. Ii• • �/ WIN EV -rl- M011 `ili �� •t 0��OPEN C)zzIi Ii �� a��► �til� 'tip. c'v QA �� 1 O •� -, - SPACE Q:) C/) Q) "fe 1. 1. m! Mali :,, ., �• ' I.` i`ii'IIi llYlli llWIN i IIi 111'1 1i!•�t1:` - X m0 O� J D J � O MC O m Om 00 Jm W m m z 0 m BC ZONE N I V � , N N � i\ 77 �.' I - i ----------- —� =�'r—=------- ------------------ f 2 / a �., //--------------------------- ----- -- .001 O /z_ � :2 � . 0 ry %D n N - I T o z 2 n O n o I ---Z °°�'� Iv O -�-- -�- Z ,Z I 1 m ! D x BC ZO Z i <!nmZ�oO�� i I Nm OZ p I o cn o iv-i_ —------- --- --- 1 -zi / -� J 141 0) / ' I c�m� rn� L / N o -> OD / 1 _ O Im W N I I N. I �� 1 I - O �7 m ;u 1 ��v �i� > �� / I I no m U) ca / I I ' Z m ZO I 'Ai ITE PLAN 0-)� 'I I .I I 1 I 0' 50' 100, 150' 200' I � 1 1 o m REFER TO CIVIL DRAWINGS I. I I - I O FOR CONTINUATION OF DRIVE TOWARDS HWY 99 I .. I I I 1 _ I I D I 1rrI o o0z SCALE: 1" = 50' I I z TO PACIFIC HWY i I 1 ' I I 42' I I I I j 52' I I 2' 42' \_ �J R.O.W. 1 'TOBE VACATED VJ n I � I I I I I I I I I 4 ' i I I I I I 1 1 I i I I I I 1 I I I I I I I 1 I I I ( I I I I I I I 1 i I I I I i i I I I 1 I I I I I I I I I ( I I 1 I I 1 I I I 1 4 I RE BMI T FB17� CITY OF FEDEF caS R 9 +A ROSS DECKMAN & ASSOCIATES INC. 207 FOURTH AVENUE SOUTHEAST PUYALLUP, WASHINGTON 98372 PHONE: 253 840 9405 FAX: 253 . 840 . 9503 , 3850 REGISTERED 1 \ ARruITF'rT STATEvOF WASHINGTON z O f� V z_ U) I.L Lu�� Z u) �=Q 0 (D M J = NQ W O 0 U) LL U w O d SITE PLAN REVISIONS 040714 PlanningReview 052114 PlanningReview051914 061814 PlanningReview061714 012215 PlanningReview012215 JOB NO.: 1233 ISSUE DATE: 9.4.2013 REVISED: 2.13.2015 DRAWN BY: jM QUEET I Eli ,5 Al WAY NI'l Igo &D 1111 ini I | EXIST. DRIVEWAY TO BE REMOVED �_........ ...... ~-_~ �� .''^------ - .", \ L "z --- --'----- _. __ __ __- --~. - `� ` -- �`.- -~ / � \ + | - ~� � \ \ '--- '-� �� _� � � � � � -�- � /....... ____ `~ --- --- .... `-.,-\`, \ \ `` 't ` | J ^^ |v ` ` � �`�~�b` -~ | `` _ _--- -- -- -- - - /' -^ �� ~/�� wr�m �=��-- _�P | /' �-- _-� | REC. �`\N N� N-~~^^` \| � ! ' | ' ,-NEW DRIVEWAY LOCATION \\\�\ o Q. REC. OPEI SPACE 3 REC. OPEN SPACE 5 1100, o 40. 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DATE REVISION BY CK. f / — L , ".k :. \ \ `\ ^ " r, r"/ \ / t < /. a... — \ t " 1; %ii u \ r' # \ — 1 / / 3 PROCESS III PERMIT SUBMITTAL PCE MJH i, ', r / is 3 ----_._,,_ -----'-[,1,--ee� i i �j�f , <..: ! � `-... / ,,, t t .... ,... .,,. _/ //� .. \ \ \ \ ', t .. mob..„../�. �%� % . 1111" C. s ... ..... L ,x:c t ' r .. -� r _........_. t> PROJECT £,., ./, a ' ,:-1 r \ CON L NTS -11 r ENGINEER \ 1 �. _.. L- _... r U \. /, ......_ __.-.. /� , w" �\, ti 1" Site Planning Civil Engineering ,. `. _ �* l I , ,. / /� ��G R�q Land Use Consulting P t / \ - _ -. ;' __..... ' �� "' � �Management .' \ _ _ \ STD I t \ --- % t ;; \ — Fssr 733 7th Avenue, Suite 100 I Project 98033 SCALE SEE SHT. 7 �`\ -_ - _ "' -. _ /% Ph 0 389 ` r _ ._ AS N( `�_ /' �� v www.cphconsultants.com s c m t o - ? J/ " Copyright 0 2013 CPH Consultants LLC All Rights Reserved. CITY OF FEDERAL WAY KING COUNTY, WA DEVCO, INC. 11100 MAIN STREET, SUITE 301 BELLEVUE, WA 98004 PHONE (425)453-9551 CPH CONSULTANTS 733 7TH AVENUE, SUITE 10( KIRKLAND, WA 98033 PHONE (425)285-2390 PROJECT NO. 7 )TED 0024-12-017 SHEET • • 0 TOP241217 CSIT241217 TBLOCK_oturn OTOP241217 CSIT241217 TBLOCK_otum LEGEND — — — — — BUS (FRONT/REAR WHEEL PATH) ----------------- BUS (BODY OUTLINE) ----------------------------------------------_-----------------------------------------BUS MANEUVERING PATH (q) 40.00 ----- --- 101-- 00 0 1��1) ,. o - _--- =f --- _ --- _---_-------�----_ --_ - _---- _ --�--- ---- — _-------- 1 os-!- UC ------- - - - - __-_. —__ - - - 410 — —► —_—_i --------------- - - _.__ "HITEC111RAL� CONCRETE CUR€ /--- ° ° ° ° v d `�• _- —_- - _ __ .tea... _. - a / / ------------ IN \ -- -- — -- I— — ------ —�— ---------------=------ \ --- 0 - _ ---------------- Y/ 7V Al ---- - ---- - NZ -10 �.✓' m a i 4 ° d ° ° e ° ----- . aO. d'4 . \ IN IN .. \ IN ° ° %' s r REC.OPEN \ a 4 d- ° d ° a ° a a a i m SPACE 6 IN a. IN -- -- --- - -- k CC (� ° \ -- \ o --------------- 4. Al ° \ \ -- -- rr IN, 24+00 a t ` t , \ d-71 i /r I 7.00 20.00 School Bus feet Width : 8.00 Track : 8.00 Lock to Lock Time : 6.0 Steering Angle : 31.4 `.. Q Q 0 z w w z z a _O � w � U W= w Q� � N OKz Q U. H J ry ZD z 0 U to T CLIENT DEVC0, INC. quality Counts 11100 Main Street, Suite 301 BELLEVUE, WA 98004 PHONE: (425)453-9551 CALL BEFORE YOU DIG 1-800-424-5555 CONSULTANTS Site Planning - Civil Engineering PERMIT NO. 14-101057-EN RECEIVED FEB 17 2015 CrrY QEEEDE-RA,1.1A/,, APPROVED OD5 DATE Lanu Use Consulting - Project Management 733 7th Avenue, Suite 100 1 Kirkland, WA 98033 Phone: (425) 285.2390 1 FAX: (425) 285.2389 www.cphconsuItants.com PROJECT NO. 0024-12-017 DRAWING C3: o?, SHEET OF 3 Copyright © 2014 CPH Consultants, LLC. All Rights Reserved. OTOP241217 CSI T241217 TBLOCK—atum N, R4E W.M. 1i)1-rOj _ ---_ ---_ - _---_}--- _ -- _---- ,{ ---_ --_ - _--- _ - 0 —_ 102+90 -�- - _- --_-- _ _-_ --- =--_-- _------- _ - _--_---- ---- 103 00 - '�, - School Btu i �--- ool ---- -- _ i ARCHITECTURE -- — _ - -- ----- _ -- -- - 410 .0 _. -- --- ----- NCRLTk CURBS --- q 0 CIS _ 0 d -- I I__ ____ _._.' --- -- -- --.._.._.._ v- I i t ' ------------------------------ __. --=- a --�. - -- - - ------ \ _ s _ �fi; i----------- ------------------------- 0 -�° , i lJ ° BLDG. - -- ° % ! q C) ± / r , T.j pas I 1 a t ° .. ' � � I IV4J• 1 i - - NZ I POOL" 4. , ° \\ ° s q d q REC. OPEN I q d a SPACE 6 , 1 n - ; ----- _ p , t ° , d - 308 r--- -- - --- ---- --- -- \ O p --- - - __ (� o p `- 14 --- - - / d / , r d ^ / 24+00 N , I , 4 4 G I d °q I LEGEND — — — — — BUS (FRONT/REAR WHEEL PATH) BUS (BODY OUTLINE) ------- BUS MANEUVERING PATH (�) 7.00 20.00 School Bus feet Width : 8.00 Track : 8.00 Lock to Lock Time : 6.0 Steering Angle : 31.4 I Q ILL. F-- 2 ry J W z ry U Ise z 0 0 z Q Z U C� z x Q Lij 0 Uj LL_ I� CLIENT IJEVCO,, INC. quality counts 11100 Main Street, Suite 301 BELLEVUE, WA 98004 PHONE: (425)453-9551 CALL BEFORE - YOU DIG 1-800-424-5555 CONSULTANTS Site Planning - Civil Engineering PERMIT NO. 14-101057-EN RECEIVED FEB 17 21 APPROVED CITY OF FEDERAL VUV CDS DATE Land Use Consulting - Project Management 733 7th Avenue, Suite 100 I Kirkland, WA 98033 Phone: (425) 285.2390 i FAX: (425) 285.2389 www.cphconsuItants.com PROJECT NO. 0024-12-017 DRAWING C3.03 . SHEET 3 -OF 3 Copyright 0 2014 CPH Consultants, LLC. All Rights Reserved.' ' PORTION SEC 20 T21N R4E , W.M. KITTS CORNER MULTIFAMILY C-' CONSULTANTS Site Planning - Civil Engineering Land Use Consulting - Project Management 733 7th Avenue, Suite 100 1 Kirkland, WA 98033 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com N 1 '15'051� _ 1 300 \ /10, ------------ PR PERTY BOUNDARY (TYP.) v, I 41 J IF to \ mo3t4 o / 8 1 - - - ---- �- c 0' n / E �/ � _ �- — � es ��6 "E' U,RRENT--PA�RCEL - LINE (TYP-) ` _ CD M -- - /-- \ A=- 87�23'4\7\I " - - /. wl� R_�2.0 ! L-w3.6 ado WETLAND BUFFER (TYP.) \ / I V \ 7 / � REGIONAL STORM ' l \ t \ \ / /D DRAINAGE FACILITY m \ LOT 1 I s Lo co <M� EDGE OF WETLAND TYP./�Q_ -- -:� f I 300_ - u Z - - - 4=- ;� iR-21.5' o L=33.4' ' L STORM $ - k / ' / ==- - ^ - —r _ REG - -Q- _ L , tl m _ D"INAGE FACILITY Z ' s, - �- �~ ate, ) -- � i 00 10 ' o N \ et -M > xr.t.N o R 19 0 \ =a 0 - _rn i LOT 2 ,- _o "� \ {r ,z.o _ r �q, '// , —0.7�' I FF TPN 2021049004 t Lz-i , 5\ / _ —�F��J 2021049601M CD J / y o<ny p 1 C D A: TPN 2021049072 \M 10 ,. _1 LOT 3f PARR�EL -LINE W/BLA /(Tl'P�) oo / s\ oil", �9 , Y rc� M i zD I ZD r b 1 I ell o \ S26 53'3 'E �i S a 9m �_ / z/ I j o m X m P a i a i m n ag ,z , - Dm.� 20.98-- Z ,- �_ / ry °� i I / \ i �x/ IZ�I o i f� _. y �, t Q ' -_ / /� i ( -=f.� Nm / / VDmi /' oozo+.�l ^u< - _ _ •. ` - _ D-��s884613_E �, i� � � ^' r•, � / � � c,�--�, ' S 12-'20'W J NS$ 47,'13"W \ m z ' `o - ' 1 ` S88 45 23"E I J S1;ht8 NW _ of _ - �� rx�_ 7�4 / ` 2.00' I� / / 1 _ l / /Ut / J 2 1 m �� §4 2 .T �-� - -5�7EUE S 30:30 ►TH AV N - -_ - - -- T L .tee \ o / 0 100 200 PLAN IN FEET h' f- i ii „E, ;113TH PLACE S N�1 , 59 T i SURVEY DATA THE PROJECT SITE COMPRISES THE WESTERLY PORTIONS OF SEVERAL EXISTING PARCELS CONTAINED WITHIN THE PROPERTY BOUNDARY AS SHOWN ON THIS PLAN. THIS PROPERTY BOUNDARY IS PER A SURVEY PERFORMED AND PROVIDED BY ESM CONSULTING ENGINEERS, LLC (ESM, JOB NO. 1122-006-006). A PENDING BOUNDARY LINE ADJUSTMENT (BLA) WILL ESTABLISH A SEPARATE REAL PARCEL FOR THE PROJECT AND THAT PARCEL IS REFERENCED AS LOT 1 OF THE BLA. BOTH THE CURRENT AND ULTIMATE PARCEL LINES FOR THE AFFECTED PROPERTIES ARE SHOWN ON THIS PLAN FOR REFERENCE. LEGAL DESCRIPTIONS FOR ALL PARCELS, CURRENT AND THE ULTIMATE WITH THE PENDING BLA ARE PROVIDED ON SHEET 2 OF 2 OF THIS PLAN. TOPOGRAPHIC CONTOURS, RIGHT-OF-WAY, PARCELS, EASEMENTS, AND OTHER PLANIMETRIC INFORMATION SHOWN TO REPRESENT EXISTING CONDITIONS AND USED AS A BASIS OF PLANNING AND PRELIMINARY DESIGN FOR THIS PROJECT ARE PER A COMBINATION OF SOURCES INCLUDING SUPPLEMENTAL SURVEY BY ESM AND OTHERS, AVAILABLE AGENCY GIS PARCEL AND RIGHT-OF-WAY DATA, AND AVAILABLE AERIAL INFORMATION. THIS EXISTING CONDITIONS BASE MAP DOES NOT REPRESENT A FINAL RECORD OF SURVEY BY CPH CONSULTANTS, LLC OR ESM. THE FOLLOWING SURVEY DATA WAS PROVIDED AS A BASIS OF THE TOPOGRAPHIC MAPPING AND BOUNDARY INFORMATION PREPARED BY ESM CONSULTING ENGINEERS, LLC FOR USE ON THIS PROJECT.• LEGAL DESCRIPTION: SEE SHEET 2 OF 2 BASIS OF BEARINGS: HELD N 88'45'01" W BETWEEN NORTHEAST CORNER OF SECTION 20 AND THE NORTH QUARTER CORNER OF SECTION 20 HORIZONTAL DATUM: NAD 83, WASHINGTON COORDINATE SYSTEM VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29) ORIGINATING BENCH MARK: CITY OF FEDERAL WAY BENCH MARK NO. 2168-5-1: RAM -SET NAIL ON EAST EDGE OF TELEPHONE PAD AT NORTHWEST CORNER OF SOUTH 336TH AND PACIFIC HIGHWAY SOUTH. ELEVATION=346.81 FEET PARCEL LEGEND TPN 2021049072 CURRENT PARCEL REF. (SEE SURVEY DATA ABOVE AND LEGAL DESCRIPTIONS ON SHT. 2) LOT 3 BOUNDARY LINE ADJUSTMENT REF. (SEE SURVEY DATA ABOVE AND LEGAL DESCRIPTIONS ON SHT. 2) i SLOPES TABLE NUMBER MINIMUM SLOPE MAXIMUM SLOPE COLD 1 0.0% 15.0% 2 15. 0% 39. 9% 3 40.0% 100.0% Y Copyright © 2013 CPH Consultants, LLC. All Rights Reserved. PORTION SEC 20 T21N R4E , W.M. KITTS CORNER MULTIFAMILY SURVEY DATA (CONTINUED FROM SHEET 1 OF 2) LEGAL DESCRIPTION - CURRENT PARCELS: PARCEL A: (PARCEL NO. 2021049004) THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W,M., IN KING COUNTY, WASHINGTON, LYING WESTERLY OF STATE HIGHWAY. PARCEL B: (PARCEL NO. 2021049072) THAT PORTION OF THE SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING WEST OF THE SEATTLE-TACOMA HIGHWAY; EXCEPT ROADS, AND EXCEPT THE FOLLOWING PORTION: BEGINNING AT A POINT ON THE WEST BOUNDARY OF THE SEATTLE-TACOMA HIGHWAY 30 FEET NORTHEASTERLY OF A POINT WHERE THE WEST BOUNDARY OF SAID HIGHWAY INTERSECTS THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M.; RUNNING THENCE WEST PARALLEL WITH THE SOUTH LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., 200 FEET; RUNNING THENCE NORTH 0110'12" EAST TO THE NORTH LINE OF THE SOUTH HALF OF THE SOUTH HALF OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE LAST ALONG SAID LINE OF SAID SOUTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20 TO THE WEST BOUNDARY OF THE SEATTLE-TACOMA HIGHWAY; THENCE SOUTHWESTERLY ALONG THE WEST LINE OF SEATTLE-TACOMA HIGHWAY TO THE POINT OF BEGINNING. ALSO EXCEPT THEREFROM THAT PORTION CONVEYED TO THE STATE OF WASHINGTON BY INSTRUMENT RECORDED UNDER RECORDING NO. 3722662. PARCEL C: (PARCEL NO. 2021049001) THE NORTH HALF OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W,M„ IN KING COUNTY, WASHINGTON; EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; THENCE SOUTH 00°09'38" WEST ALONG THE EASTERLY LINE THEREOF 877.49 FEET; THENCE NORTH 89°48'55" WEST 241.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89°48'55" WEST 82.00 FEET; THENCE SOUTH 00°09'38" WEST 108.68 FEET; THENCE SOUTH 89°48'55" EAST 82.00 FEET; THENCE NORTH 00°09'38" EAST 108.68 FEET TO THE TRUE POINT OF BEGINNING; AND EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER, OF SAID SECTION 20; THENCE SOUTH 00°09'38" WEST ALONG THE EASTERLY LINE THEREOF 877.49 FEET; THENCE NORTH 89°48'55' WEST 60.00 FEET TO THE WEST BOUNDARY OF PRIMARY STATE HIGHWAY NO, 1 (ALSO KNOWN AS U.S, HIGHWAY 99) AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 89°48'55" WEST 181.00 FEET; THENCE SOUTH 00'09'38" WEST 108.68 FEET; THENCE SOUTH 89°48'55" EAST 81.00 FEET; THENCE SOUTH 00°09'38" WEST 24.87 FEET; THENCE SOUTH 89°48'55" EAST 90.00 FEET, MORE OR LESS, TO THE WESTERLY MARGIN OF SAID PRIMARY STATE HIGHWAY NO. 1; THENCE NORTHERLY ALONG SAID WEST MARGIN TO THE TRUE POINT OF BEGINNING. AND EXCEPT THAT PORTION THEREOF CONVEYED TO THE STATE OF WASHINGTON FOR PRIMARY STATE HIGHWAY NO 1 (ALSO KNOWN AS U.S, HIGHWAY 99). PARCEL D: (PARCEL NO. 2021049070) THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M. IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 300.00 FEET THEREOF; AND EXCEPT THE NORTH 42 FEET THEREOF CONVEYED FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 7410030037; TOGETHER WITH THE NORTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT THE NORTH 42 FEET THEREOF CONVEYED FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 7410030037; AND EXCEPT THAT PORTION LYING WESTERLY OF PRIMARY STATE HIGHWAY NO. 1 (PACIFIC HIGHWAY SOUTH) AS CONVEYED BY DEEDS RECORDED UNDER RECORDING NOS. 1778234 AND 3715474. AND EXCEPT THE EAST 223.6 FEET OF THAT PORTION OF THE SOUTH 223.6 FEET OF THE NORTH 265.6 FEET OF THE EAST 319 FEET OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., LYING WESTERLY OF PRIMARY STATE HIGHWAY NO. 1 (PACIFIC HIGHWAY SOUTH) AS CONVEYED BY DEED RECORDED UNDER RECORDING NO. 1778234; (SAID "EXCEPTED" PARCEL ALSO BEING KNOWN AS AN UNIDENTIFIED LOT IN KING COUNTY BOUNDARY ,LINE ADJUSTMENT NO. 8810007, RECORDED UNDER KING COUNTY RECORDING NO. 8812200807). ALSO EXCEPT THAT PORTION CONVEYED TO THE CITY OF FEDERAL WAY, A WASHINGTON MUNICIPAL CORPORATION UNDER STATUTORY WARRANTY DEED RECORDED SEPTEMBER 26, 2002 AND JULY 27, 2011 UNDER RECORDING NOS. 20020926001701 AND 20110727000010. (ALSO KNOWN AS NEW LOT 2 OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. BLA 00-105818-000-00-SU, RECORDED UNDER RECORDING NO. 20010802900007) PARCEL E: (PARCEL NO. 2021049069) THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTH MARGIN OF SOUTH 336TH STREET WITH THE WEST MARGIN OF PACIFIC HIGHWAY SOUTH, AS CONVEYED BY DEED RECORDED UNDER RECORDING NO, 1778234; THENCE SOUTH 1°12'23" WEST ALONG SAID WEST MARGIN 223.60 FEET TO THE SOUTH LINE OF THE NORTH 265.60 FEET OF SAID SUBDIVISION; THENCE NORTH 88°44'45" WEST ALONG SAID SOUTH LINE 223.60 FEET TO THE WEST LINE OF THE EAST 262.40 FEET OF SAID SUBDIVISION; THENCE NORTH 1°12'23" EAST ALONG SAID WEST LINE 223.60 FEET TO THE SAID SOUTH MARGIN OF SOUTH 336TH STREET; THENCE SOUTH 88°44'45" EAST 223.60 FEET TO THE POINT OF BEGINNING. EXCEPT THOSE PORTIONS CONVEYED TO THE CITY OF FEDERAL WAY BY DEEDS RECORDED UNDER RECORDING NOS. 19990816000053, 19990819001819 AND 20020927001676. AMM CONSULTANTS Site Planning • Civil Engineering Land Use Consulting - Project Management 733 7th Avenue, Suite 100 1 Kirkland, WA 98033 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com LEGAL DESCRIPTION - FOLLOWING BOUNDARY LINE ADJUSTMENT: LOT 1: THAT PORTION OF A THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; THENCE ALONG THE NORTH LINE OF SAID SECTION 20, N 88°45'01 " W, 830.41 FEET; THENCE S 01°14'59" W, 74.00 FEET TO THE SOUTH MARGIN OF SOUTH 336TH STREET AND THE TRUE POINT OF BEGINNING; THENCE S 01 ° 14'59" W, 37.65 FEET; THENCE S 24°16'10" W, 27.48 FEET; THENCE S 34*54'11" W, 85.41 FEET; THENCE S 1 1 *00'00" E, 71.06 FEET; THENCE S 40°23'23" E, 40.82 FEET; THENCE S 23°34'46" E, 63.86 FEET; THENCE S 07°43' 17" W, 72.95 FEET; THENCE S 40°44'56" E, 57.48 FEET; THENCE S 56° 15'55" E, 33.62 FEET; THENCE S 71 °07'09" E, 92.56 FEET; THENCE S 45°22'43" E, 55.90 FEET; THENCE S 01 °07'05" W, 67.85 FEET; THENCE S 41 °02'38" W, 93.82 FEET; THENCE S 19° 15'47" W, 97.53 FEET; THENCE S 27° 13'40" E, 66.33 FEET; THENCE S 34°25' 14" E, 63.10 FEET; THENCE S 26° 19'01 " W, 74.20 FEET; THENCE S 44°45'48" W, 88.81 FEET; THENCE S 13°04'35" W, 34.45 FEET; THENCE S 13°04'35" W, 40.35 FEET; THENCE S 20*11'50" W, 39.48 FEET; THENCE S 24°49'00" W, 51.48 FEET; THENCE S 21°22'02" W, 64.08 FEET; THENCE S 03°3O'15" W, 58.95 FEET TO THE NORTH LINE OF THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG SAID NORTH LINE, S 88°45'44" E, 34.73 FEET; THENCE S 01°14'10" W, 164.41 FEET TO THE SOUTH LINE OF THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG SAID SOUTH LINE, N 88°45'50" W, 527.50 FEET TO THE WEST LINE OF THE EAST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG SAID WEST LINE, N 01°14'10" E, 822.10 FEET TO THE SOUTH LINE OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG SAID SOUTH LINE, N 88°45'23" W, 356.52 FEET TO THE EAST LINE OF THE WEST 300 FEET OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG SAID EAST LINE, N 01°15'05" E, 605.72 FEET TO THE SOUTHERLY MARGIN OF SAID SOUTH 336TH STREET; THENCE ALONG SAID SOUTHERLY MARGIN, S 88°45'01 " E, 318.35 FEET TO A POINT OF CURVATURE; THENCE EASTERLY, 33.56 FEET ALONG SAID SOUTHERLY MARGIN AND THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 22.00 FEET, THROUGH A CENTRAL ANGLE OF 87°23'48" TO A POINT OF TANGENT; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN 88°45'01 " W, 60.05 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY, 33.56 FEET ALONG SAID SOUTHERLY MARGIN AND THE ARC OF A NON -TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 22.00 FEET, THE RADIUS OF WHICH BEARS S 86°08'48" E, THROUGH A CENTRAL ANGLE OF 87°23'48" TO A POINT OF TANGENT; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, S 88°45'01 " E, 381.19 FEET TO A POINT OF CURVATURE; THENCE EASTERLY, 33.36 FEET ALONG SAID SOUTHERLY MARGIN AND THE ARC OF A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 21.50 FEET, THROUGH A CENTRAL ANGLE OF 88°53'27" TO A POINT OF TANGENT; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, S 89°06'15" E, 13.58 FEET TO THE TRUE POINT OF BEGINNING. LOT 2: THAT PORTION OF A THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE ALONG THE SOUTH LINE OF SAID SUBDIVISION, N 88°45'50" W, 527.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE N 01°14'10" E, 164.41 FEET TO THE NORTH LINE OF SAID SUBDIVISION; THENCE ALONG SAID NORTH LINE, N 88°45'44" W, 34.73 FEET; THENCE N 03*30'15" E, 58.95 FEET; THENCE N 21 °22'02" E, 64.08 FEET; THENCE N 24°49'00" E, 51.48 FEET; THENCE N 20*11'50" E, 39.48 FEET; THENCE N 13°04'35" E, 40.35 FEET; THENCE S 78°53'02" E, 67.79 FEET THENCE S 88°44'22" E, 148.60 FEET; THENCE S 01*15'38" W, 232.20 FEET TO THE NORTH LINE OF SAID SUBDIVISION; THENCE CONTINUING S 01°15'38" W, 164.40 FEET TO THE SOUTH LINE OF SAID SUBDIVISION; THENCE ALONG SAID SOUTH LINE, N 88°45'50" W, 241.93 FEET TO THE TRUE POINT OF BEGINNING. LOT 3: THAT PORTION OF A THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; THENCE ALONG THE NORTH LINE OF SAID SECTION 20, N 88°45'01" W, 769.84 FEET; THENCE S 01 ° 14'59" W, 72.63 FEET TO THE SOUTH MARGIN OF SOUTH 336TH STREET; THENCE S 00'00'00" E, 115.02 FEET; THENCE S 30°46'52" E, 91.23 FEET; THENCE S 72*11'48" E, 245.81 FEET; THENCE S 35*40'10" E, 126.83 FEET; THENCE S 01°16'30" W, 255.93 FEET TO THE TRUE POINT OF BEGINNING; THENCE S 16°50' 17" W, 62.68 FEET; THENCE S 42°28'57" W, 172.78 FEET; THENCE S 02°38' 16" W, 200.41 FEET; THENCE S 01°15'38" W, 396.60 FEET TO A POINT ON THE SOUTH LINE OF THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE S 88°44'05" E, 373.84 FEET TO THE WESTERLY MARGIN OF PACIFIC HIGHWAY SOUTH AND A POINT OF CURVATURE; THENCE NORTHERLY, 179.38 FEET ALONG SAID WESTERLY MARGIN AND THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 2805.00 FEET, THE RADIUS POINT OF WHICH BEARS N 71°51'58" W, THROUGH A CENTRAL ANGLE OF 04° 05' 32"; THENCE N 88°45'44" W, 189.75 FEET; THENCE N 00°10'12" E, 299.62 FEET TO THE SOUTHERLY LINE OF LOT B OF THE CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 99-0007 AS FILED UNDER KING COUNTY RECORDING NO. 200001269000005; THENCE ALONG SAID SOUTHERLY LINE, N88°14'10" W, 9.08 FEET TO THE WESTERLY LINE OF SAID LOT B; THENCE ALONG SAID WESTERLY LINE, N 01°12'20" E, 108.68 FEET TO THE NORTHERLY LINE OF SAID LOT B; THENCE ALONG SAID NORTHERLY LINE AND ITS EASTERLY PROJECTION, S 88°46'13" E, 266.10 FEET TO THE WESTERLY MARGIN OF SAID PACIFIC HIGHWAY SOUTH AND A POINT OF CURVATURE; THENCE NORTHERLY, 193.21 FEET ALONG SAID WESTERLY MARGIN AND THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 2805.00 FEET, THE RADIUS POINT OF WHICH BEARS N 84°24'07" W, THROUGH A CENTRAL ANGLE OF 03° 56' 48"; THENCE S 90'00'00" W, 359.11 FEET TO THE TRUE POINT OF BEGINNING. LOT 4: THAT PORTION OF A THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; THENCE ALONG THE NORTH LINE OF SAID SECTION 20, N 88°45'01 " W, 769.84 FEET; THENCE S 01'14'59" W, 72.63 FEET TO THE SOUTHERLY MARGIN OF SOUTH 336TH STREET AND THE TRUE POINT OF BEGINNING; THENCE S 00°00'00" E, 115.02 FEET; THENCE S 30'46'52" E, 91.23 FEET; THENCE S 72°11'48" E, 245.81 FEET; THENCE S 35*40'10" E, 126.83 FEET; THENCE S 01 ° 16'30" W, 255.93 FEET; THENCE N 90°00'00" E, 359.11 FEET TO A POINT OF CURVATURE AND THE WESTERLY MARGIN OF PACIFIC HIGHWAY SOUTH ; THENCE NORTHERLY, 22.40 FEET ALONG SAID MARGIN AND THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 2805.00 FEET, THE RADIUS POINT OF WHICH BEARS N 88°20'55" W, THROUGH A CENTRAL ANGLE OF 00°27'27"; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, N 01°11'38" E, 4.55 FEET TO THE SOUTH LINE OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SAID SECTION 20; THENCE CONTINUING ALONG SAID WESTERLY MARGIN AND SAID SOUTH LINE, N 88°45'23" W, 2.00 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, N 01°11'38" E, 507.29 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, N 04°29'19" W, 30.30 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, N 01°11'38" E, 41.14 FEET; THENCE CONTINUING ALONG SAID WESTERLY MARGIN, N 43°46'57" W, 38.16 FEET TO THE SOUTHERLY MARGIN OF SAID SOUTH 336TH STREET, THENCE ALONG SAID SOUTHERLY MARGIN, N 88°45'01" W, 657.58 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, S 01°14'59" W, 2.00 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, N 88°45'01 " W, 12.00 FEET; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN, N 01°15'59" W, 0.77 FEET TO A POINT OF CURVATURE; THENCE WESTERLY, 30.27 FEET ALONG SAID SOUTHERLY MARGIN AND THE ARC OF A NON -TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 19.00 FEET, THE RADIUS OF WHICH BEARS S 01°20'21" E, THROUGH A CENTRAL ANGLE OF 91°17'03" TO A POINT OF TANGENT; THENCE CONTINUING ALONG SAID SOUTHERLY MARGIN N 89°06'15" W, 0.51 FEET TO THE TRUE POINT OF BEGINNING. LOT 5: THAT PORTION OF A THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 20; THENCE ALONG THE NORTH LINE OF SAID SECTION 20, N 88°45'01 " W, 769.84 FEET; THENCE S 01°14'59" W, 72.63 FEET TO THE SOUTH MARGIN OF SOUTH 336TH STREET AND THE TRUE POINT OF BEGINNING; THENCE S 00°00'00" E, 115.02 FEET; THENCE S 30°46'52" E, 91.23 FEET; THENCE S 72*11'48" E, 245.81 FEET; THENCE S 35*40'10" E, 126.83 FEET; THENCE S 01 ° 16'30" W, 255.93 FEET; THENCE S 16*50'17" W, 62.68 FEET; THENCE S 42°28'57" W, 172.78 FEET; THENCE S 02°38' 16" W, 200.41 FEET; THENCE N 88°44'22" W, 148.60 FEET; THENCE N 78°53'02" W, 62.79 FEET; THENCE N 13°04'35" E, 34.45 FEET; THENCE N 44°45'48" E, 88.81 FEET; THENCE N 26°19'01" E, 74.20 FEET; THENCE N 34°25' 14" W, 63.10 FEET; THENCE N 27° 13'40" W, 66.33 FEET; THENCE N 19° 15'47" E, 97.53 FEET; THENCE N 41°02'38" E, 93.82 FEET; THENCE N 01°07'05" E, 67.85 FEET; THENCE N 45°22'43" W, 55.90 FEET; THENCE N 71°07'09" W, 92.56 FEET; THENCE N 56°15'55" W, 33.62 FEET; THENCE N 40°44'56" W, 57.48 FEET; THENCE N 07°43' 17" E, 72.95 FEET; THENCE N 23°34'46" W, 63.86 FEET; THENCE N 40°23'23" W, 40.82 FEET; THENCE N 11°00'00" W, 71.06 FEET; THENCE N 34°54' 1 1 " E, 85.41 FEET; THENCE N 24° 16' 10" E, 27.48 FEET; THENCE N 01°14'59" E, 37.65 FEET TO SAID SOUTH MARGIN OF SOUTH 336TH STREET; THENCE ALONG SAID MARGIN, S 88°45'01 " E, 60.57 FEET TO THE TRUE POINT OF BEGINNING; Copyright © 2013 CPH Consultants, LLC. All Rights Reserved. ----------- PORTION SEC 20 T21N R4E W.M. KITTS CORNER ULTI M FAMILY _o -A LEGEND N 0 1 *15`05" E 615.72' 0) r x --- APPROX. LIMIT OF GRADING ----------- . 0A X—X— SILT FENCE CONSTRUCTION FENCE 300— z. CO�STRU PON L CUY FENCtNG TYP.) TEMPORARY INTERCEPTOR DITCH WITH G CD FF JO-9,2 ROCK CHECK DAM < t < < < 42' ------------------ SD PERMANENT STORM DRAIN PIPE/ / ; / < < < < J TYPE 1 CATCH BASIN WISTANDARD GRATE < 13\\ 7 < < < < < < < 0 STORM DRAINAGE PROTECTION INSERT 2164 Q) �Soo 4 < < EXIST. BLDG. TO BE REMOVED < < < < < < < < Z. < < < 0I CONSTRUCTION ENTRANCE 4 /7 < 10 C) 4 4 < SEDIMENT POND C 4 4 WETLAND I- - XX — DOUBLE SILT FENCE C/) < < 4 Cf) 11 < < < < < E F < A Ui 41 < CONSFRUC N < < < 16) mem PROPERTY BOUNDARY (TYP.) 0 Z SILT FENCE (TYP.• f) V CA) x •TEMPVRARY K X LAY DOWN V AREA; REC. - 6611 Fill" SPA_002i_ Q3 N 0 =3\\ DOUBLE SITE FENCE (TYP.-)- J 7". FF= 301.50 g Q o N RECOM T CIP, - X SPACE iL Jll 7j T_ 4 4 J RtC. OP ICE 2 SS I-T, w _77 F) A/_ r /,\>\ >\ 1 -4 Vit t > F T A i 1 \ — , . FF— 25 \ t- — ------ J i�7 Z C) 1-t F CD (f) L FTI L FF= 9.0 Q� 0 0 ACD (0 FT-1 ED '70) 41 DOUBLE SILT r\J Pq WETLAND BUFFER (TYP.) A 1XX 6 --FENCE -(TYP /11-1102 Ni A( !VF7=:,30 JFF�J FF= -29P. 0 7� Q:) M �i < < < < < < SPACE 5 EDGE OF WETLAND\ L C4 71�f_ 0 104 < N < < < < < < Ir F9 T \ -- ----- - - - k Fri 0 X X \< '70 �7 Al-I'KIDA. 4MPTS-OF- CLEARING <9 < < U < §E'DIMEWr POND_ Z A 4 I S S S g > KE TL A ND 2 <- " — <- S S erq I \s S is 7 0 F_ < `STORM- > k-\ <_ 4 e-' FT1 REG!-ONAd Z < FD DRAINAGE FACILITY\ 2' _J N IIis'- 4 (D \F x (bp WER FT , �s��/ CD co = — 4'�_ U) < < U) 0 7u m 01— FT] _zz co z t7/ ECEIV z Q) zo zo, <7 -P, F9 Fri �u U) < < < 00 0 0 OCT 0 013 Y �6 co —r\j I - < P�D r Al k FRAI WAY FT] 0 70 (A Cos < u.- ----- < Fri < z < N < Co/ QD > ---- - - . .... Cv FT1 Z_ 0 C-) Yr, & / / / __ PRELIMINARY CLEARING AND TESC PLAN SITE BOUNDARY A Aj > xer", 2U., 100 2 A /<-/% 0 50 tD(, CITY OF FEDERAL WAY KING COUNTY, WA PLAN IN FEET j, DEVCO, INC. > OWNER/ NO. DATE REVISION APPLICANT 11100 MAIN STREET, SUITE 301 C) BY CK. BELLEVUE, WA 98004 t S, 10/04/13 PROCESS III PERMIT SUBMITTAL Hut MJ H I PHONE. (425)453-9551 —00C PROJECT CPH CONSULTANTS ENGINEER m 733 7TH AVENUE, SUITE 100 KIRKLAND, WA 980J3 Site Planning •Civil Engineering m CONSULTANTS f m PHONE: (425)285-2390 �4,, ST Land Use Consulting • Project Management SEESHT. 7 7 733 7th Avenue, Suite loo I Kirkland, WA 98033 SCALE PROJECT NO. SHEET Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsultants.com AS NOTED -12-017 0024 1 OF 8 Copyright @ 2013 CPH Consultants, LLC. All Rights Reserved. I I I SLOPES TABLE NUMBER MINIMUM SLOPE MAXIMUM SLOPE COLOR 1 0.0% 15.07. 2 15.0% 39.97. 3 40.09a 100.09 51111! PORTION SEC 20 T21N R4 E ,W.M. 9 P 310 1 4J TS MULTIFAMILY CORN,\ l Jam' TOE 309 ��j \\ / \ � ,, f / III 1\ i TOP 3 4, t,� N 01 '15'05" E 615.72' ',z - ' ' , j : I r, TOE 310 ) LEGEND APPROXIMATE EARTHWORK QUANTITIES I , , TOP09 i I — — - - — — �" 22.9 AC �2 TOE 307 -- TOTAL PROJECT AREA: ` \ - _ MSE RETAINING WALL � CLEARED AREA: �9� AC I t — — _ , 1 32 CY r-- — — - —� — — — — — — — — — oj GRADE BREAK FILL: 18,392 CY \ — — — ------------------ APPROX. LIMITS OF GRADING NET (FILL): 7, 060 CY I / — — — — _ _ r —� \ \ _ �j FF= 500.0 14. FINISH FLOOR ELEV. / f c.ca E� ` FE \ , \ TOP 308 ' TOE 302(6ROCKERYI �NOTE . I — — — — 160— — — -- EXIST. TOPOGRAPHIC CONTOUR 1. EXISTING TOPOGRAPHIC CONTOURS ARE PER SURVEY DATA ` I I ( < F < < < PREPARED AND PROVIDED BY THE OWNER FOR USE AS A -e—� / F �, ; ��;. I T a�4 5) 160 PROPOSED GRADE CONTOUR BASIS OF DESIGN, THIS INFORMATION DOES NOT REFLECT —30 �-.� �� \ T .N09 J F F F F k c�I TYPE 1 STORM D WORK BY CPH CONSULTANTS LLC. 1 1 ! z < Q DRAINAGE , ! L I ( c LI ' TS F GRADING (TYP. > o "•I': I \ E CATCH BASIN 2. EXISTING TOPOGRAPHIC CONTOURS ARE PER SURVEY DATA _ - PROVIDED BY OTHERS FOR USE AS A BASIS OF PLANNING I i ' ' v I `4'I TYPE 2 STORM DRAINAGE CATCH BAST � i � 1 F � � � E F N AND PRELIMINARY DESIGN. THIS INFORMATION DOES NOT J I can G E E I SD REFLECT WORK BY CPH CONSULTANTS LLC. SEE SHEET 1 1I :II I 1TOP, 309 F EXISTING CONDITIONS PLAN. T0� PROPOSED BLDG. 4-5 \ \ o+ 4 / E F F E F F e t F E ! -- -- lit • STORM DRAINAGE DETENTION VAULT �� - o I I E _ < WETLAND 1 ( TOP 310: i I ... _ ._ . - _ / I I TOP 314 II • \ -� I ( E < II TOE 307, ; I ik I!i m)!, _ r ( A TE310o, d I I F F F F l TOP 309 rl c� x REC. OPEN SPACEITOT LOT I (IF I F F F I ( TOE 307 I I F < F F TOP 246 4) FINISHED GRADE AT TOPITOE OF WALL TOE 242 I I F < F F F <- E < ' IM,<� T 'P 313' t - -�- F F F c F < �- � � � -- � TOP 7 �: `;�� +' /� ©, I T E 0 6 TOE 301 ' I PROPERTY BOUNDARY ---- --= J — 300_-- •_ -- / F< F F - -- K' 0 TOP 30 = 4 ° F f — F < F F < F - (5 TOE 3,Q2 . I II ._. e , - - // a- m OP 31 o \L <_-- R REC. OPE / \ —— pow — Iqp 70 70 OE 31 - --- -- I 03I FF- 308." TOP 306 4 \ z ( TOE 302 _ r l I:. t / � o \ o I \ I ,, -� �. - .� y_ -- -- �' _ �- .. \ �� 2 TD""(' 30 oar ,, . �) \ \ \ I /I �! o P O \ E 309 {l I o _ 2 _ — -- w, \ � , TOE 3 — ( � � RE �E � .....:.... r r S'ACE1 1 �01 II.' { 1 — FF= 300.5 \ 11c 1' t , r / I i I - I FF J 8.5 1II I i 0 J: 29 RAC. OPEN I I y3 _ SPACE 4 �. — �. �-�--- F, J3D8.2 2196 FF- 303.5 \ , ° : r , I I - - 4• i C7 / I (� \ \ I o t 0 \ v (: , � i � I,, ' � y r r TOE BUFFER / c� _ --- G p -1 i o� { 1 { � •1 \ ... ., ,.a, (� ; I FF=...o , �\ \ , � —' A 't \ _ - - OP 31 -- 1 - 2 301- o_-- 6 u \ N I /_" O 1 + \ , \ � : c; 4 i� `zaa •� _ ' Fri' :� `'." \ � \ \ \ '� t -- -- ACE 5 - I, a o /" � - - -- - — ' \ � � ;,vTO-""3 6) OPE 02 -- -: 1 /' ------ -- TO 296 SPACE a -------------< <— -- - - - _ TTP 33 I \\ I O 03 \` \ — o - - -_-- --- --- \`\�\ \ \ \ \ -_ --- 0-----`.,;•,,x.x _ -/ --- TOP 303 1 /F F F\ E E �z� F F � E �\ \ �� F \ F _ -- � y \ \ \ \ \ �. \ � ..-. \ \ \ \ \ \ \ \ \ rn m -•, � ��\ / �. -i/� y f '}.:,t�. _ - / / i / ' / -' � __ - - /-' v� \ TOE 302 � \ � \ \ \ \ \ T� \ �" � G>/// 11 fFj,./ • �,•.,..-, ,.>`.. ,., ' — — _ J / / / / rn \ \` \ \ \ \ \ \ " ��N z•I \•�y'4i� a£:.;ri;, .n'. .' — — / / —� \ Y \ — \ D '/ Cb / / '� �' J1 \ •4 \1 \ \\\ \�290\\ \� \ / '•r/; /i — --/' �\ / \ Q`� IF— �C �� F� F \ 1 r \� /! I I : J z WETLAND 2 FSS Fs—�S 11 (= L-1 F— m� \'m <_ < <_ E\ E/ — / 7k K T r-f / 40 co m — � NornF'�I {2 L \ < / Oa J � o Qo z iF 1 _ ' -_ U r �Tl (r , F / F/ F\ E F o kfl i >-r$r - - 1 co -, / ' /�� I l l r { \ m�/ F/ /F / / j z E F \\� F/ F F 00 <_ <_ <_ 1 1 �; F F F <- F/� F F F\ I F F F F o \ �_ 1 �'//-r I-I'l— _ \ rrnm�o 06Z / ( ( r� J I _ \ / / / 1 Ul 0 0 / \ O�III� (��p , ----- ----_— ( . / / / < < f 72 / - /i \ I' —� �N CO — — �� \ �� / F F F/ F F —F/ � .\ — < F I F F F F f % ' b FT7I 1 —/ / /Crr (�I' ( �`� - mm;s Jrff+�W�,�p'�7 c� � f . / cn cn o I I \ N D / / — \ SITE BOUNDARY / m O / / ' / ° I _ 1 s_�. o � Cg� LOT 1 ) (n / ' �i � PRELIMINARY GRADING PLAN !W �� II II,mII �{ `gym / /� / ' `cn 'I,Y,�*,� n \ \ \ \ F ( // / / / \ E n r II II 0. tl II \ \ \ \ / �, / I / I f r�{ m o \ \ ` _�i / / / / / \ \ \ ` 1 \\ ��= 6Z 1 / 1 / CITY OF FEDERAL WAY KING COUNTY, WA OKIN I �rn I / \ U ` - \ ' / % \ — \ I \I > ( PLAN IN FEET OWNER II m rn I , I I r r �O ono• �cno / % c, I ^ y , o\ \ \ \ _ _ I ( / DEVCO, INC. \ I \ / / ' \ \ `cn v \ \ ✓ / / / / \ ` _ ` � F / APPLICANT �� 11100 MAIN STREET, SUITE 301 N0. DATE REVISION BY CK. BELLEVUE, WA 98004 - = / \ `— \ S PHONE: 425 453- 9551 v \ \ / / / _ l — \� \ J \ \C� m I �� , �rC 0 0 10/04/13 PROCESS III PERMIT SUBMITTAL PCE MJH ( ) / m� \ o� _,� �' ( 0� { PROJECT CPH CONSULTANTS FriENGINEER j l f ( I ( cn --oo�\ �\ 1 - ` / / ' f — _ — — \ \( \ \l . hl — { CONSULTANTS N S U L T A N T S 733 7 ND, E 980SUITE U I I � o � _ � Iv 733 7TH AVENUE, oo� z I I N / f — ' ' --� �-- � j \ D suI TE 100 _ 1 / / ti4 Q� Site Planning Civil Engineering PHONE. (425)285-2390 I, y / i / / / / / \\\ 1 I \ 0 �' Land Use Consulting Project Management � 'S T � 1 c _ % G SCALE PROJECT N0. SHEET SEEJ (J I , I 733 7th Avenue, Suite 100 I Kirkland, WA 98033 /7 , Phone: (425) 285 2390 I FAX: (425) 285 2389 www.cphconsultants.com AS NOTED 0024-12-017 2 OF 8 l Copyright 0 2013 CPH Consultants, LLC. All Rights Reserved. LEGEND MSE RETAINING WALL - - - - - - - - - GRADE BREAK CA" ROCKERY - - - -160- - - - EXIST, TOPOGRAPHIC CONTOUR 160 PROPOSED GRADE CONTOUR o' TYPE 1 STORM DRAINAGE CATCH BASIN TYPE 2 STORM DRAINAGE CATCH BASIN SD STORM DRAINAGE PIPE (SEE NOTE 1) RD - RD ROOF DRAIN CONNECTION (SEE NOTE 2) PROPOSED BLDG. STORM DRAINAGE WQ VAULT DISPERSION TRENCH PORTION SEC 20 T21N R4E , W.M. ; KITTS CORNER MULTIFAMILY I Iv/ / $ / - - '� - - - 1— - N 01 15'05" E 615.72' 1 - -300- _ FF- 309.2 m=� a F E F < < f E \ \ - i 1tr 2 00 {{I a �p rl'V , I I( I - , - _ r � t. I li I I E F F F<7 < III F F F F F F WETLAND 1F 11 co J(ID U) � I I I F F F F F F F F F F F F F F F/ Il I I i Ij _ I Ii F I F F F F F II , Q0 I J I II c 300 V _ PROPERTY BOUNDARY o N L' - - CZ - - - - - - - -- = - -r-- - - - F REC. OPE - / 33+00 SPAC G - — •-0 i / r �- \ II = C 11 b I I { FF= 302.2 �_ _ / RECRDh a e 1 III I ---._�._ ./. � - - '. "�"� _ -� �_- -- ; _ � �0 D � : • 1 A S a_ Y'7 SPACE I I I I I II FF='30o.5 = _.- -... _ - _ o i� / �,, WFTLANQ BUFFER (T ! II RAC. OPEN 1 1 S ACE 2 "ISFACE 4v a I 6+00.__ -- � I RA y \ 1+00 v0 D �� . �� \ F 303.5 U a ` I r / J M O . 5 - I-Tl -- , v I I I / ,1 , 1 1 o +00 / i P � I z z � I l I � � J6;c �._\ � - Q � � .- -=f- s FF 2.5 i /// / _ - � -'• \ 1 0 O I 1 - - ti • / I % J7 � FTl I i I I i \ II � FF= � 0 - \ ,. _ ° .e f .r.. / r s." � .. I - , ..r:;�,,. �• F \ I I. . o r: _(-O� o , --�- o -' r j li 1 1 , l ! �/ , i \ - 4OLF DISPERSION H, , I I � � �, I I i 1 / \ - .; _• \ /� \ ' ^ t` � ' - -- - _ TRENCH, iv /� �° - - t \ �' v Cl? BLDG. H D J -SF �''t \ \ I _, Y FF— FF= 2 _0 REC. OAE _-- _- - 1\\\ SPACE - / h J _ -- -- - �_ o o - - ONAL STORM 1 i �_. _ 1 ,tu. - — �- -- j / u / WETLAND EDGE (TYP)L F DRAINAGE POND \ I \G F \ 1l \ o /\/ - F --- ~— // / �� — /` _ -- / 7[/itQ / F F F \ F < W E / Nm _Z------------ \ I II \ E �..�i Fr �?90�� V/ s� r"� / '/// \ i \ '� F }� F `�,&'<z E TREA TMENT STORMI IL TER �� / m o /' / WATER QUALITY yAlJLT/ 290_ �/ — — _i_� / F F / Ii _ -F- ! F - /-MM--301,70 - - \F \ /LE(-IN)=29&DO i / - T " _ F�\ WETLAND 2 F \ F�� NSF- S� — - �S /' F SS Is o f �� T�=-295 _ c NF\ < E F o° N I-F �7/ \ F F F\ \ -� F F`- f- ,�- I f F T O \ �n m z // EXT.?EGIONA z o <\ F F \ F\ \ F_ / = " 1 I F ( I S SO CON r, - - - < F f m F F F F F z - ' / F o �� F F F - / I / i / I f li's S �QUNDARY �� ;� I 1 / �\o " ' - 2 i / o f rig m \ t r I I J/ / c/ c� (E F o F U'F F f I I z F F z� E E \ 9' // V 1 ---- (_ _ --�-�� I J! I z %- F c F F \ F F F F F +� F F F / i o' X /- --- / rf�— F F F \ / / //z \ , _ m \ - - -I _ / / --- ----_ ---_ -- -- _ FK/F F �j Q -� -- �- _--��_-`F /F/ F F �� F \� �/ rFl\J� \�F�,Lp�F / I F F \F F / �� \ oIII _ 1 I / �,�,�� — —06z I ((� �/ f I, �`' \ / / / �/ F( % Q`�L F F\ I I <_ <_o III / \ �l J ! , / + Fri/OR I- - o ' I f N \\� / _ _F _ F F I I F F F F / / b r I k:� R I�r,'i,,r Ilntt' 4' I / r Q rn70 DC N rn CO, r E� \ O z IA I / / / - \ \ \ \ \ (� / / / - \ SITE BOUNDARY ° W u II II I I / 'u> m / / / ' \ \ \ I / a / \ BLA LOT 1 / PRELIMIP n I I r n n L I I _� D 1 NNII� oral= \ \\ \\ �� / / / // �\ \ '`�.N ®z /�l / ( 0 50 100 NOTE ^ \ \ °o - o�`° - �\ \ \ ' ` , / \ / / / � \ � \ - \ II 6Z I ( ' CITY OF FEDER o \\ \ \ / / / _ l I v / PLAN IN FEET 1. ALL PROPOSED STORM DRAIN PIPE SHALL BE 12" LCPE / 1 \ \ r s N _ \ \ / / / _ c F / i OWNER/ DEVCO, INC. UNLESS NOTED OTHERWISE r \N \\ / \ / / f- \ - _ _ \ / / l APPLICANT 11100 MAIN 2. ROOF BUILDING DRAIN SHALL BE 6" PVC UNLESS NOTED 1- - - JI �� / \ / / �/ _� _ - off- I r ��w N0. DATE REVISION BY CK. BELLEVUE, N OTHERWISE \ / / i - =� \ I 0 � I `�� S PHONE 42,' �' 6 / rn^ \ \ / Op ��- \ �� I w ��, 0 10/04/13 PROCESS III PERMIT SUBMITTAL PCE MJH 3. EXISTING TOPOGRAPHIC CONTOURS ARE PER SURVEY DATA _ r- + �� \ _ -f�" ! PROVIDED BY OTHERS FOR USE AS A BASIS OF PLANNING 000_J m CONSULTANTS PROJECT CPH ENGINEER 733 ; AND PRELIMINARY DESIGN. THIS INFORMATION DOES NOT _ � � � � - _--- � � � -w �� - � \ � \ D I' � .. KIRKL REFLECT WORK BY CPH CONSULTANTS, LLC. SEE SHEET 1, 1 / - � Site Planning Civil Engineering / / / - \ 1 1 \ �� FC 4w Land Use Consulting• Project Management PHON EXISTING CONDITIONS PLAN. SEE SHT. % � — � _ _ / —� / �� _ _ � 1 � � \ �' � � w \ ---- RS STE G1 1 g 4. SEE ARCHITECTURAL SITE PLAN (Al) FOR ADDITIONAL - � _ / -- -- � . / / / � � 1 \ \ ) SI 733 7th Avenue, Suite 100 I Kirkland, WA 98033 SCALE P �-7— Phone: (425) 285-2390 1 FAX: (425) 285-2389 S1TE�PROJECT DETAILS r / / _ 1 \ I o n —�I�1t www.cphconsurtants.com AS NOTED Copyright © 2013 CPH Consultants, LLC. All Rights Reserved. LAND USE SUMMARY TOTAL AREA 22.9 AC TOTAL DEVELOPED AREA 7.94 AC UNDISTURBED AREA 14.96 AC TOTAL IMP. AREAS 6.17 AC BUILDINGS* 2.57 AC ROADWAY 2.74 AC SIDEWALKS 0.74 AC TRAIL 0.13 AC TOTAL PERVIOUS AREAS 1.77 AC LANDSCAPING 1.77 AC Q) LL a� O v� C� 0 0 U / (n w ci r Q) s r� / 0 N N 0 0 0 Q / N LEGEND SD STORM DRAIN a TYPE 1 SD CATCH BASIN �' ��J TYPE 2 SD CATCH BASIN SS SANITARY SEWER MAIN • STANDARD PRECAST SEWER MANHOLE - - - - - - - -3 SIDE SEWER SERVICE W/CLEANOUT F F FIRE SERVICE W WATER MAIN - - - - - - - - WATER SERVICE (PIPE) S 1Y2" COMBINED WATER AND FIRE SVC. WATER SERVICE a 2" WATER SVC. AND METER �t FIRE HYDRANT (FH) FIRE DEPT. CONN. (FDC) o POST INDICATOR VALVE (PIV) N GATE VALVE L------------ ----------- -F - - \ FF= �01. 50 PORTION SEC 20 T21N R4E , W.M. KITTS CORNER MULTIFAMILY I l ,ate \ N 01'15'05" E 615. 7' -70� ' of I \ �30 �- \ SSMH 145 t E RIM= 308.30 \ .� `: m �I2 1 + < F <\ �lE(8't)-300.20_ 4 ��: E < F < I ( N)=30.30 4I �.. I I �111 1 < E < < F F � F F 1 i I I � N `B, ,o RD` < < < < 11 '-30o , N 1/2._COMBINED W NVN Ik., AND�F,IRE SVC _ YP < - I IIII- - II i E 1 / FF- 3a9=,5 � � � � � � F � � �IRE HYDR I I( ANTcn I I I ! < < E < < < WE77 AND 1` F I I -+ U) < < < < < <.�SSEI�IBL (TIP.) I N I I 1 u 1 I � h SSMH 140 --- - -- I I < < < RIM=308.7 A l I ( < < < < < < r < < < < < < E IE(8"W)=2998�80 W IE(8'E)=210 CONN. EXIST8» DI IE(8"S)=29811 (1)8» TAPPING TEE < < I (1)8 GATE VALVE PROPERTY BOUNDARY TYP. SSMH 135 () ( ) EXISTING 8" DI ' f21M=308.50 / IE(8'N)=298.50 =� i WATER MAIN - __ _\ 300-- - - - - - - - / < ° < < < / IE 8"SE=298.40 - O� I REC. OPEN _ / \ \ - \ < - - - oo� �/ - -D SPACES -� ---°p� �� /� o / I G' _ SSMH 130 F - i O I y RIM 301,80 SSMH 225 !y N SSMH 5 - \ -- IE(8W W)=293.80 - 5 It o �;IIt,1380.fifl-- RIM- 00.00 �� - - - -- _._ ' IE(8"S)=293.7,f� SSMH 120 NN° o l \ ( I \ ('Ei .� > > , , IE 'lvr- j 91. 90 SSMH 200 \ _ 1� _ /' �, / I w RIM=302-40 _ / ..t. �a ,° v° \ �, \ \ 1 I� � �i; ,- I „ _ fe : � _ M �,2 i i � : yr` � �, I I ° \ \ \ fi- =292.1 D 6 SE =292♦0 RIM 300.50 _ N _ v 49 RI 98 80 R1 ) J (. _ ) _ _ \ IE(8 N)-290.80 SSMH 125 I - � � ° l I p IE 8N =287.30- " _ REC 0 \ V - /' FF=b2.2 �-_ (») IE(8 N)-290.30 » - - c� R°,Ij III II \ g ! - _ IE 8 S =290.70 RIM=300.80- - - 1E 8 S =287. 40 ( ) _ 5 SPACE z I I I I I I. \ o e / » - IE(8'fiV)- 92.80 0 A- ,: - T i A \IE(8 SW)=287.40 - / , , I' (8 S� �9Q.20 � I I o 1 I FF= j300.5 -- o » » / I I I ( I s ---------------- IE(8 S) 292.70 _----T l - I o I I 2 WATE SVC. - / I ND M - ,- - -- I o �� 1� FF= 8.5 y (� - / �J. MH 150 It EXI T2 H t SS -, IM 307 00 )E(8"w)=299.50- �EC.OPEN SPACE SPACE 4 SSMH 220 } � -� _g-• -/. , - � •/ I -) \ I I RIM 29+7.60 �; W 71 CO) E 8'fiV) ' .. =289.50 ; � �' > n ' ;� �� ,. - � i-� _ 55 _ _ � i ; , � � 4 / / - �� A \ FF= Ro- /! t 1 1,I »W 8 - I D I � � � � j FF 309�5 , - �. 1 - 30 ' ----'� - -----1 ---- ------------- - ---- 1 ! ^ �, - \ \ F911 I I I \ I I .MH21 ;. 5t✓ W \ \ j-�- b \ NOTE 1. ALL SANITARY SEWER MAINS SHALL BE 8" PVC UNLESS NOTED OTHERWISE. 2. ALL WATER MAINS SHALL BE 8" DI UNLESS NOTED OTHERWISE. 3. ALL WATER AND SANITARY FACILITES SHALL BE IN ACCORDANCE WITH LAKEHAVEN UTILITY DISTRICT (LUD) STANDARDS. 4. EXIS71NG TOPOGRAPHIC CONTOURS ARE PER SURVEY DATA PROVIDED BY OTHERS FOR USE AS A BASIS OF PLANNING AND PRELIMINARY DESIGN. THIS INFORMATION DOES NOT REFLECT WORK BY CPH CONSULTANTS, LLC. SEE SHEET 1, EXISTING COND177ONS PLAN. 5. SEE ARCHITECTURAL SITE PLAN (Al) FOR ADDITIONAL SITE/PROJECT DETAILS D D I 1 i I I IM=301.20 _�9'V�PB---� z z 1 I E(8W)=287 rr W FF=302.5 - / \ ( ( - r+� r. `� � H 1iU � / � � � � F �] � I 8 SE=287�..:-y � � __ _ _ _ ;..: _ ,RIM 3 4.00 � I tTl \ FF=. �9 _ � � � - o� 1 I I l - _ _ o I I I II \ - tv SS �� . �' I IE)_ \ oo 1 1 - K (s 28 � � � ---- j - ---- 00�=1 11 111111 i\\ = 28 v •- \ � l _3. FF= 29 0 "SSAN MH 215 ____- -- - / / REC. OPE __ F --� � � -. - - - � ' F < < < \ < < < < \ 1 \ \ RIM=291.92 / SPACES ------ --- IE8'fi1W=288.30, jr\ / -- --_-_ if 8'SW)=288.4 !` ,�- \ - - i I F < \ < < F m <� ( < IMF \< < F < \ _ _ ill \ x I I I CONN. EXST. 12" AC WATER MAIN I I SSMH 100 RIM=299.50 4- < < <\ < F N o F <� co`F < \ < < 1 \ 1 ! _ IE(8SW)=285.50 < < < \< < „° < < Np < < A < < -4< < -1E i�Nr28Ff00 _ IE(8')=285.40 < < \ F F \F 0. R REGIONAL STORM \ \ m / -I - - I <- < < < I RAINAGE FACILITY � \ � I ! 1 1 > � � , II � / / _� - WETLAND 2 < < $T. 8 AD0 F SS - --- SS -�-- �S < SS ' T- z� / I < � / F 1 1 ( _ o / 1 is o z C XIST. F a I/ �`I-< < <m I o \ \ O TI '- of / �m - � - < < EXIST } SSMH " < `� z < \ F <` F� < SS / j +� 1 / / - - - H CONN. TO EX S Ds �/ h - - 1 l ' I �^ _� \ Q m z NI // / ! / / - < 1 �< < RIM 288.97 `t F z - ' /< o F \ < < 1. Iv / / - j r / 2' I s m u `\ J ��-CJ / / / 1 f / 1 - 3 � ' z 1E :282.17(OUT: _ r, < \ fTl ! / --� �+ { 1 fYl o r o f <- v< < < < 9 _ IE=282.271N f o o-�' pE < \< < < N < < _- CIO zo-p<FE/o<F_ 1 )r < I7 \j ZOI` C < -06z Z/ II < < < b i�Irn _ / i 1�- u / BOUNDARY SIT E, / I M O I o 1 ` BLA_ LOT 1 ! PRELIMINARY UTILITY PLAN \ I / �yI \ \ \ 0 50 100 ODP. Cl CD.�- \ \ \ \ / / \ \ \ / I J ] l 1 PLAN IN FEET \ \ / END 8" DI FUTURE CONN. Ij / _ _ �\ \ W / OWNER/ �' APPLICANT 1 r / (1) HYDRANT ASSEMBLY, - \N _ // _ _ / - - \ \ Off- E I/ NO. DATE REVISION BY CK. 1 (1) BLIND FL W/GONG. BLOCKING, �� \ ' / I ! �`� s `� \ \ o \ o \ \ rTl I w �� 00 10/04/13 PROCESS III PERMIT SUBMITTAL PCE MJH \ _ - "OD- ? � i ' /o \ � � � � I PROJECT \ N ( ENGINEER { \ CONSULTANTS D �� Site Planning • Civil Engineering �� l / \ \ rn _ --_ ��' Ac S T��`� ti Land Use Consulting • Project Management / - a \ - ASS G SCALE i / - 7 \ 1 4 ) - - _ I 733 7th Avenue, Suite 100 1 Kirkland, WA 98033 SEE SHT. - \ - % �_ _ - / - J o 1 ` Phone: (425) 285-2390 1 FAX: (425) 285 2389 www.cphconsuItants.com AS NO P Copyright ©2013 CPH Consultants, LLC. All Rights Reserved. NOT TY OF FEDERAL WAY KING COUNTY, WA DEVCO, INC. 1100 MAIN STREET, SUITE 301 BELLEVUE, WA 98004 PHONE. (425)453-9551 CPH CONSULTANTS 733 7TH AVENUE, SUITE 100 KIRKLAND, WA 98033 PHONE. (425)285-2390 PROJECT NO. SHEET 0024-12-017 4 OF 8 0) O o� O <\I O 0 O LC) U / W c� O Ir n / U) s cn �n 0 / 0 N C\I O O / �o 27 I 8, 6, SIDEWALK LANTE PORTION SEC 20 T21N R4E , W.M. KITTS CORNER MULTIFAMILY V + 11) 98+00 99+ o --- -- I E = 3 C Soce S`TA 99+ 74.74, 35.00 RIM=316.54' Et�j IE=312.49' 12"CMP(N)) IE=312.64' 12"CMP(S) �. BEGIN SAWCUT, REMO IE=312.44' 12"CMP E i _ REPLACE CONC. CURB i — — , 1vIAT-E SDC RIM 6316.30' IE=312.74' 12'CMP(N)--�� -----_ ��-1�—� d✓ .ice—_�--�'99 +=�--:e: — 1 '-. e ; '�. — i r �/ / ------------ -- ----- / - / EXIST. LUMMN ,RE (TO REMAIN) 8 1 \ / + �� 1uA \. , I � 20 00 - % 29+00 ( 22�00 mom \ - ` Elm , TRAVEL LAN ------ --- - ------- EXIST. AC PVMT. FRnNTAGE ROAD - SOUTH 336TH STREET -------------------- SAWCUT, REMOVE, AND REPLACE EXIST. HMA PAVEMENT, CEMENT CONC. CURB AND GUTTER CEMENT CONC. SIDEWALK PER COFW DWG. NO. 3-12 NOTE 1. ALL PROPOSED STORM DRAIN PIPE SHALL BE 12" LCPE UNLESS NOTED OTHERWISE. 2. ROOF/BUILDING DRAIN SHALL BE 6" PVC UNLESS NOTED OTHERWISE. 3. EXISTING TOPOGRAPHIC CONTOURS ARE PER SURVEY DATA PROVIDED BY OTHERS FOR USE AS A BASIS OF PLANNING AND PRELIMINARY DESIGN. THIS INFORMATION DOES NOT REFLECT WORK BY CPH CONSULTANTS, LLC. SEE SHEET 1, EXISTING CONDITIONS PLAN. 4. SEE ARCHITECTURAL SITE PLAN (Al) FOR ADDITIONAL SITE/PROJECT DETAILS CONSULTANTS Site Planning - Civil Engineering Land Use Consulting - Project Management 733 7th Avenue, Suite 100 1 Kirkland, WA 98033 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuitants.com pyright © 2013 CPH Consultants, LLC. All Rights Reserve) 3 __- Ij BSBL \} ACONC. PIPE 6" ' 1 .74 � 1 (Nil --. rt \ I I 1 r I 1 / I 300 A, / \/ \ l � r RIM=29 .3- \ \�E=28'(M 07:7C IANN / A/ \t/ A/ 1 1i \t \li / Gi ETLA1�l6;1 STREAM" \\� BU�EER EAUMEN� / REC. NO. 970421104 ... �i/ \�70422Y247 If 0 30 60 PLAN IN FEET 4) 4 n o� Lo 0 cN O O O 0 i Cl) W L) 0 ry n U) N Q) (/) 0 0 N d- N O 0 C) 0 Q / 2=0 20' LUMINAIRE PER COFW DWG. NO. 3-39 �—® 150W MH LUMINAIRE W/SHOE BOX HEAD 15OW MH WALL PACK 36W MH WALL PACK (SMALL) NOTES: 1. 150W MH LUMINAIRE SHALL BE LITHONIA LIGHTING MODEL NO. SS4-20-4G WITH KAD 250M SHOE BOX HEAD OR EQUAL. 2. 150W MH WALL PACK SHELL BE LITHONIA LIGHTING MODEL NO. TWS 150M OR EQUAL. J. 32W MH WALL PACK SHALL BE LITHONIA LIGHTING MODEL NO. TWS 32TRT OR EQUAL. ---I-- — FF= 0 1. 50 G L PORTION SEC 0 T21N R4E ,W.M. - V /19 I TS CO N E M LT / �lII 1\ —. N 01'15'05" E 615.72' \ —+ ' �'' / \ 0) \7p\ I \ \ K T IFAMILY 1 �\1 Z_\ 300-- — J —300 F F III 1 III I < WETLAND 1F F F F F f F I ( I I / i i.l : / �/ / - . { I EXI LUMt . (TO w CA III TA F EE F E F E E F <� E �\ � E — J�69 ERTY_BOUNDARY /// E / / / �,� W ZZ F F F \ \ F F F< F F F F I REC, SPAC ° y REc.,oPEN y I - I 05- _- - , / , ,I I E L - ,-,- --- / I - - I I EXIST �lM! �I - •.I � W TO _ O v 1 I I I 1 i / / 1 :; . • -' ; / I � ry:� \ :. / ,', , � � "i Imo. , :� \ O F \ / N RAC. OPEN 3C? icy \ I t S ACE2 / _ FF'� 1 f SPACE 4 / 1 �° � o k_� �^ FF- .3�8-'1 o / FF 303. 5 ` 1 / I I 4 _ ( / I r9 o I i a 1 I \ 1 \ - 2.5 e?.ft4 FF= 99:0- l I l 1 - y _ K V 0 N. / \ o I 1, - � r ,� � \ �\ t.-�.:,�sr�t \ I � _____ ` � ' JJ 27) !t - v 4 0 \ �� :cl ;• k^,,a , riii \ \ \ \ — — — —, - F -— - - — � \ \ � FF= 0 f � \ REC. OPE — — — —__ _� _ � / \ // �. x / \ \ \ i \ i _ r _ -- / \ \ �� l SPACE F\ l I o 0 C SPA / \ _ J , \ � /\�—---- `'`ry4r. •{i::,,.;ins: '•r, �-•r_ / c.,d \ 1 ` I;.•,`1 O - — I\ -- — — — It � \ \ "`� \\�\ ,\ \��\ %- /r�\��•� � / \ fE F I✓�F\F \F\� Fcn`�F /F F� �Fo`\ 1 J EXIST. LUMI f — — — ---- — T0 REMAINJ-------- ---- F\ F Eof� 1 70 TF x /�'/ I 'fir,>tri \ -o: - - - y,,• .. ;y.?y},':; — / / / / / r —�' \ O m "'— \ I \ `� fq =290D --- / / / i I u o/ 9�.< F F Z� F E — F—F-- E — / -- E o / F F / F WETLAND 2 <- �\ F \�5 �SS�=-- S —�— �S FSS I5KM �� o I N II f� F -� o F o � � D� \ \ FT] rT� z "/ i \ J �F F F F F F z- F o F `� F F F\ '� / I I / / I 2 I � � c F710 _ - - - - - - - V 1 �? � M II 0mN Il m it 11I I N it 1 _ -4 m m rn J IJ con m I -z \ \ -� I �pO D F E F <� F Fz F F F D \\. Frl9/// O Ii (� J} rioCD of < F < \ < F F ,� F F F ) o = X / ! — - — J =goo Cn % J o / - — — — o z — ry \ / (/) / — � J -- — - --------- </ ---- -.`, \ __—� ( J . J / --<- /�-\"om�/� CD CIC) oorT, /zz J� _-- 1. - I l /l I ii f / J � D N rn \ \ / o - i 1 - - ---- ' \ r�l III - .l -� F/ /F\. F F O �t0 J N — �" E--'_�_ _�. F F F J --i --�I i r,, —� < m F F F Z_ \ F F / FI \ J D 1 \ o' T"�''//( E m Fa'-F F F \ F F F F \F F / \� / \ I Ill( / /� o m m� o -—06Z / J I I 1' \ \ E/ F / E F F% o 4 F F F F F\ I < F F F / / o m/ o III / \ 1 I �l I I 5'/ II II� ------ / I I I I: ;\ / / I / CO / \ I \ �/ \ �y� l ► / / I / O W -NN,�oF_ c,l �CIiI Ili �� ?, � 00 I �FJI� // / \ r`� � /o� TE BOUNDARY (BLA_OT 1)$o� ' P?ELIMIn IIa �_\\ \ �\ \ \� /� i / / \ \\ \ \; / 3 Q z /� / l 1 I /" / ! 0 W 50 100 RYLIGHTING PLAN 16z ' / l J J 1 + CITY OF FEDERAL WAY KING COUNTY, WA / / \ o _ \ \ / / / / \ \ 1 I \I �7 PLAN IN FEET cnw \ \ \ \ / / / / _ \ \ — ` f 1 F / I OWNER/ DEVCO, INC. APPLICANT 11100 / l \ _ % / / �/ _ \ \ _ — \ \ _ E IBE EVUE,N WA 98004 SUITE 301 ` / � � � \ � N0. DATE REVISION BY CK. \ / / r— — —� \ \ \ \ \ \ m I 10/04/13 PROCESS III PERMIT SUBMITTAL PCE MJH PHONE: (425)453-9551 FT_0p� \ — — / \ I PROJECT CPH CONSULTANTS — / J — — \I `� \ \I \ N (Tl \ —I CONSULTANTS ENGINEER 733 7TH AVENUE, SUITE 100 — \ _ 0 �4 Site Planning • Civil Engineering KIRKLAND, WA 98033 Fro F PHONE. 425 285-2390 / J l — / / / S TS G� Land Use Consulting Project Management ( ) SEE SHT. 7 / — / / / — \ i — �n \ } 7337thAvenue, Suite 100I Kirkland, WA98033 SCALE PROJECT NO. SHEET _ �--= -- = � — 1 z Phone. (425) 285-2390 1 FAX. (425) 285.2389 __ J \ \ j ! l j "_ / / _ — — 1 ` I \ \ www.cphoonsultants.com AS NOTED 0024-12-017 6 —OF 8 — �jj Copyright* 2013 CPH Consultants, LLC. All Rights Reserved. PORTION SEC 20 T21N R4E , W.M. KITTS CORNER MULTIFAM I LY 41+u 12" MIN. ,-� 60 5' 12' CEMENT CONC. SIDEWALK PER COFW STD. DWG. 3-3 CEMENT CON. CURB AND GUTTER PER-� COFW STD. DWG. 3- 4 2A' 2.090 INTERIM ROAD 12' 4" COMPACT CSTC C��MA CLASS 1 /2" SUITABLE UNDISTRURBED NATIVE OR COMPACT NATIVE FILL SUBGRADE MATERIAL TYPICAL BERM ROAD NOT TO SCALE 2' Sh _6"CSBC IT"'C'�'i 0,5- / C'S c- STA 12+ 16 TO 15+39 10' (�1-6" COMPACT CSTC .Ov�onvi�ir��r�✓i�G �Gyi ✓iii ♦i �0000 '♦ A� O� ♦O 's -� SUITABLE UNDISTRURBED -- NATIVE OR COMPACT NATIVE FILL SUBGRADE MATERIAL B TYPICALi"INTERIM ROAD NOT TO SCALE` �, ? ut"� )N) 0 50 100 PLAN IN FEET � CONST. ROAD CEMENT CON. CURB AND GUTTER PER COFW STD. DWG. 3-4 .�" HMA CLASS 112" �Oq C P CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management 733 7th Avenue, Suite 100 1 Kirkland, WA 98033 Phone: (425) 285-2390 I FAX: (425) 285-2389 www.cphconsuItants.c0m pyright 0 2013 CPH Consultants, LLC. All Rights Reserved. F_ 4' PLAN " ,-._. CLA 5S 1 " (A 18) -s CSBC Oq ..................... .......... . 12" MIN. PX CEMENT CONC. SIDEWALK PER COFW STD. DWG. 3-3 6 s LML W N r� O N 0 (1 J) cn LLI C� n ry EL a� C- cn rn 0 N N O ,U 0 L n / EL 330 320 310 300 290 280 270 340 330 320 I BUILDING PAD DRIVEWAY BUILDING PI D WETLAND AND PARKING BUFFER z ( EXIST. GRADECLI �( QJ 71NISH GRADE 00 SECTION A Q) O d 10 �t I,N a� Q)I� N N n!o �',O N' N i., Cj Q:) Q:) Ni N (Z) 7 N 310 300 290 WSJ 270 3+00 4+UU �)+Uv PORTION SEC 20 T21N R4E , W.M. KITTS CORNER MULTIFAMILY 330 320 1310 y 300 290 270 I , I I BUILDING DRIVEWAY AND PARKIN i BUILDING DRIVEWAY AN PARKING UILDING PAD >- BUILDING DRIVEWAY I AND w PAD PARKING PAD PAS nI CL of CL o N jl _ I Qlj I FINISH, GRADE --- _ EXIST. GRADE \_-- " — i — — — — ---- -- RETAINING WALL I I _ \ i \ REGIONAL I \ STORM \ DRAINAGE \'I, FACILITY I I i I I i SECTION B I O _it (� CoIO O',�i r".O O O rn O N O �I� O � Cp O O Olcp N Cp l", O O'O O LO O m 00 00 O n O rn LO CIO :. - � N cO O O O O o l 0 0 N O �} Oi00 �'� p} �j� O� In �'t� �I,� �t O �- CA <f �- �',O O CIO O OIL O N SIN �1 O O Nj d rt Oi N O c�j N O! O ._ NIA O O c� ._ c j rn 00 NIA O O O O O O'C� O O O o'O of 0) N O10 �'' N O �O O',O r7,O O'O �,O O O 1� �'� O O O O O i� �i� O O � O � O 7 r� �Ir7 r7IIr7 "�:� n CN �'N n'N N N N N' N N 17-Lnn 1+00 2+00 3-1-UU 4-t-vv vrvv v-rvv , , -- .. . CONSULTANTS Site Planning • Civil Engineering TE4� Land Use Consulting • Project Management G 733 7th Avenue, Suite 100 1 Kirkland, WA 98033 }B9 Phone: (425) 285-2390 1 FAX: (425) 285-2389 www.cphconsuItants.com Copyright © 2013 CPH Consultants, LLC. All Rights Reserved. 0 10 20 VERT. IN FEET 0 50 100 HORIZ. IN FEET 340 330 320 310 300 290 280 270