The URL can be used to link to this page

18-104532 (2)LAKEHAVEN WATER AND SEWER HEADQUARTERS A PORT/ON OF THEE 1/2 OF THE SE 1/4 OF SEC. 07, TWNw 21 N., RGE, 04 E. W.M. CITY OF FEDERAL WAY,f KING COUNTY, WASHING70NN LEGAL DESCRIPTION PARCEL 1 OF CITY OF FEDERAL WAY BOUNDARY LINE ADJUSTMENT NO. 99-0004, RECORDED UNDER RECORDING NUMBER 20000316900001, RECORDS OF KING COUNTY, WASHINGTON. THIS SURVEY DOES NOTPURPORTARTO MED WITHOUT THE BENEFIT OF A TITLE REPORT SHOW ANY EASEMENTS OF RECORD AN VERTICAL DATUM NGVD 29 FEDERAL WAY VERTICAL BENCHMARK 2200-01 MONUMENT IN CASE AT INTERSECTION OF 1ST AVE S & S 312TH ST. PUBLISHED ELEVATION: 357.20' BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE CITY OF FEDERAL WAY HORIZONTAL CONTROL HOLDING COUNTY MONUMENT NUMBERS 101 AND 114. POINT NO.101 N=118543.73 E=1270807.93 AT THE INTERSECTION OF SW 320TH ST W/ 8TH AVE S POINT N0.114 N=121233.37 E=1268065.08 AT THE INTERSECTION OF 1ST AVE S W/ S 312TH ST. HELD A LINE BETWEEN FOUND MONUMENTS AT THE INTERSECTIONS OF 1ST AVE S WITH S 312TH ST AND 1ST AVE S AND S 320TH ST. SAID LINE BEARS NORTH 01*04'42" EAST. UTILITY NOTES 1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FIELD LOCATED omSIBLE EVIDENCE. THERE MAY DUTILITIES EPICTED HEREON. AT EXIST ON THIS SITE OTHER THAN THOSE GRAPHICALLY 2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON OTYARE BASED A EDMARKINGS ON COMBINATIONS OF VISIBLE SURFACE EVIDENCE, AND RECORD DATA (SUCH AS AS —BUILT OR UTILITY DESIGN DRAWINGS). ALL UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE AND, IN SOME CASES, ARE SHOWN AS STRAIGHT LINES BETWEEN FIELD LOCATED SURFACE UTILITY FACILITlES. NDE NRROUND (TIES MAY HAVE BENDS, CURVES OR CONNECTIONS WHICH NOT SHOWN. 3. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS —BUILT OR UTILITY DESIGN ggFOR THE ACCURACY IiLITY EOFRSAID DATA. INC. ASSUMES NO 4. 4. CALL 1-800-424-5555 BEFORE ANY CONSTRUCTION. TREE NOTE FOR THE SOUTHERLY POR11ON OF THE SITE, AND MORE PARTICULARLY THE WETLAND AREA, NOT ALL DECIDUOUS TREES WERE FIELD LOCATED IN THE COURSE OF THIS SURVEY DUE THE DENSITY OF THE FOLIAGE AND TREE CANOPY. TIME PERMITTING, THOSE DECIDUOUS TREES IN CLOSE PROXIMITY TO A SURVEY CONTROL POINT WERE LOCATED. WE HIGHLY RECOMMEND A LANDSCAPE ARCHITECT OR BOTANIST WALK THE SITE TO DETERMINE AND/OR VERIFY SPECIES OF THE UNKNOWN TREES, AND SCALE IN ANY OTHER PERTINENT TREES NOT LOCATED. RELIANCE NOTE THIS SURVEY WAS PREPARED AT THE REQUEST OF JEFF BLACHOWSKI FOR THE SOLE AND EXCLUSIVE USE OF HELIX ARCHITECTURE. RIGHTS TO RELY UPON AND, OR USE THIS SURVEY DO NOT EXTEND TO ANY OTHER PARTY EXPRESSEXCEPT THROUGH SURVEYOR WHO E STAMP AND CSIGNATU SIGNATURE PROFESSIONAL LAND APPEAR HEREON. EQUIPMENT USED 3" TOTAL STATION UTILIZING STANDARD FIELD TRAVERSE METHODS FOR CONTROL AND STAKING. SURVEYOR'S CERTIFICATE i, JOHN W. BECKER, A PROFESSIONAL LAND SURVEYOR IN THE STATE OF HEREBY CERTIFY ARCHITECTU. THIS REAP CORRECTLY REPRESENTS A SURVEY MADEBY ME HELIX W LU .i U) w W 7 8 FW114 FOUND CASE MONUMENT BRASS DISK WITH PUNCH AT INTERSECTION OF 312TH ST &1ST AVE (MARCH 2O18) >\ �po co co N FOUND CASE MONUMENT 3" BRASS DISK AT INTERSECTION OF 1ST AVE S 7 8 & S 320TH ST. 18 17 N GRAPHIC SCALE 0 50 100 _ — 200 FEET 1" = 100 FEET LEGEND r_ , QUARTER SECTION CORNER ® CENTER SECTION Q FOUND MONUMENT AS NOTED 0 SET NAIL AND WASHER ry SET REBAR AND CAP ® MONITORING WELL 0 BOLLARD I= MAIL BOX n SIGN AS NOTED UNKNOWN VAULT ® SOIL BORE No TEST PIT o SANITARY SEWER CLEANOUT 0 SANITARY SEWER MANHOLE 0 STORM CLEANOUT v STORM CATCH BASIN 0 STORM MANHOLE ® YARD DRAIN ROOF DRAIN ❑ CABLE RISER ® GAS METER GAS VALVE —�- TRAFFIC SIdNAL POLE TRAFFIC CABINET L�l POWER TRANSFORMER F— GUY ANCHOR -0- UTILITY POWER POLE 0 JUNCTION ROX © POWER MANHOLE 0 POWER METER © POWER VAULT ( LUMINAIRE [� COMMUNICATIONS MANHOLE ❑ TELEPHONE RISER M TELEPHONE VAULT ? BLOW OFF VALVE "Cf FIRE DEPARTMENT CONNECTION IQ FIRE HYDRANT ® HOSE 818 0 IRRIGATION CONTROL VALVE ® WATER METER ® WATER MANHOLE flQ WATER VALVE 0 WATER VAULT — REAS, C—CEDAR P—PINE, S—SPRUCE F—FlR, P—PINE, U—UNKNOWN A —ALDER, CW—COTTONWOOD JM—JAPANESE MAPLE, M—MAPLE MAD—MADRONE, RH—RHODODENDRON U—UNKNOWN — — — — D STORM LINE — — — —S— SEWER LINE — — — — W WATER LINE — — — — G GAS LINE — — — — P ELECTRICAL LINE — — — — T COMMUNICATION LINE — — — — OHP — OVERHEAD UTILITIES x—x—x—x FENCE I , ASPHALT -� CONCRETE SEE AUTOCAD LAYERS FOR SOURCE OF UTILITY LINE INFORMATION Tj 221 25,: kCOMA - SEATTLE - SPOKANE -TRI-CITIES i North 30th Street, Suite 300 Tacoma, WA 98403 .383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB roiect Title: LAKEHA VEN WATER AND SEWER HEADQUARTERS ,lient: HELIX ARCHITECTURE 6021 12TH STREET EAST, SUITE 201 FIFE, WA 98424-1376 JEFF BLACHOWSKI Job No. 2180145.50 Issue Set & Date: AUGUST 30, 2018 o P13 X car , FEE 38480 ass � `��cISTEg�•'9� tj4 I�NAL LAO � N0110E ALTERATION OF TMS DOCUMENT SHALL. INVALIDATE THE PROFESSIOKAL SEAL AND SIGNATURE PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWlER w FaONTS IN IT. THIS DOCUMENT IS FOR USE ONLY FOR THE PROJECT IDENTUTED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. A w A ( - Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed bv: Drawn by: Checked bv: TD JB Sheet No. RECEIVED SEP 2 -5 20 UM (103 M. - PIlAw 1 of 4 Sheets JOHN W. BECKER, PLS 38480 DATE i eitFNOVEN WATER AND SEWER HEADQUARTERS 11111111111 111111111 �� 111111111111111111111 liw! Kuz�ff U14 J=N VVARIVIS inc THE SE 1/4 OF SEC. 07. TWN. AZI Am AV .1 A PORTION OF THEE 1/2 CITY OF FEDERAL WAY .,KING COUNT 32 .730" 32" N LINK _x 7- FOUND BRASS DISK x x-x-x-x-x _7 WITH PUNCH IN X-7— x —X-- X — X -7- x FT2 �-__ x :�2 7 32�' CASE 0.41S AND 12" 0.11E OF CORNER Q6 &D- / F26" GRAPHIC SCALE 0 15 30 60 FEET 30 FEET YWASHINGTON. x F 8 0 4 X_X-1— 1_x_x_-j&&-x—x—x—xx � —X—X— x x 38" 4' CHAIN -LINK f X 20"k b4" f tO. 16' x 28" 2 x 40" '39 r 2" 2 51�P x 3� F28" F28" 32Z- 24" IN, 16 24" N, x 6" 1-T\ 18 30 24" q 24' �/_4F 2 2 16 01> -40 > 2 ss 3a" ko CL L I I I v- k 11 8;111 1 1,- 20/ 28" 36" 110 0 26" -%AO 8" 31 1T t, FAD bri a"15 01�1 0 30" 3 5 2 Y F 2 b(0 110 —STCB4327 l i�b VISIBLE PIPES BOTTOM=340.51 24r e IS PA� e,5 A Iwo e --333 Q0 t,,,,, TCBI-5" 5 12'-`-I5'VC-E JE 5 4326 MM=• 6 &A- 0 _0 5Vel NO VISIBLE RP S 105 0 6� FULL OF R c 'M '56 F STCB 3672 'R'IM=337 72 BOTTC e IE=334.48 kj�,�a� 0 � 4' PVC W U, A, 61: PVC W IE=334.42, _345 °F� 4 4\ 00 2 A 2 *12" bc,. 6 6' CHAIN LINK l x T6 227 x—x—k==_--x Z, X_x X_ x XZ-.,7 X X—X—X— x _x x A — 11 z 6- Z RIM 3 —7-1 M1 2" 22' BRICK NJ VISIBLE PIPES 37.7 ES* I I x _x_ SII�Cs 21l tla I x \ I I - MEMOM FULL QF DIRT 1 le 32"',,\ -4 D `C b 10 04 z Rr) 4 30'� x -IZ4 n 1P T 4 KIOSK 12 :t,4 C3 SSMH 553 ,RI S\ 10� 24" 4' "-1- 0•3 PVC 111. 14 12 " C14ANNEL=�?�8� 06, CE TEk� 4.1-11 R12 _x 24 ZZ-4 A, 1I or bOb N x �'o M10" ------------- --- 2:1 Ff 0. U 011 4) 24 3X RG LA 3,38 I DOG IT NDIJIT •x APPRO)aMATE--/'p 0 5 wo P I I— - LOCATION OF od, r , 1Y LOCA -PAGS HEAD, --1 0" _j WELL LAKEHAVEN 2 2br - _�4 FOL)ND PIECES OF CENTER 0" P�NK FLAGGING HCA\D 81 8" F1 0" FF=352-81 k5 TRICAL ER I x SCATTERER 41 ELZC AIROUND 0- J 5* 4 SWITCHP CONDUIT It A4 2 4 *F28" 3 24:� 22 0) L 6 6" PVC ,t;, CONDUIT 30"7 3 �v N 0" x -x 24 Co MAD1 2 N 22" 2" 24 F1 2xt x -4&- *x__ 2 —345- s,,,Z " F 2" 1,Z 2 _�hb 1 1 6A I I I ei, I x I I--- r ) 0 00 2C I -3 3\ ELECTRIC'ALRISER 345' zZOARD ,1 �-28 117 _v) x-x-x_4-4 X 6' CHAIM X--,)�— x X—X—x 4 Ll �111 - �-F\\2 4 L! F3 x X _7 F1 2", C P L, STCB 4001 R 34AS IM= F X_ 7 Ir— !!_� 18" N1 2" kb �q� 0-) 7 IP F24" 4" IP 12" RIM=3-37.51 F8" STMH 3581 RIM=3• 41 IE=339-96 MAD1 2 6" CONC NE CANT REACH `7 15 0 - 1_111111_1��_, I DL MAD10 S,� 1/6 12" GATE W CANT REACH 6" P"01l S' X op .......... OP=340.19 TOP MUD=332.09 - 0- 1 �_ I MAD1 2" 16 e STCB 4095 U� ELECI RISER" AC UNIT SN RIM=341.84 MAD1 2 + STCB 421 RIM=334.13 6" PVC OWS 2e' x .59 CONDUIT /FY2 ii 6" PVC NE 111=332 12" TOP=340-844T 6" PVC E IE=332.70[�L BULL OF DIRT x a.M A 24 1011 CPP S I a,, -5 o� At E=332.48 MAINTENANCE 0 1 ADI�� CONDUIT BUIL13INGX If 4 x FF=339.50 12" a - SEE SHEET 3 T 0 TACOMA SEATTLE - SPOKANE -TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383,2422 TEL 253.383.2572 FAX www.ahbl.com WEB Proiect Till LAKEHAVEN WA TER AND SEWER HEADQUARTERS Client: HELIX ARCHITECTURE 6021 12TH STREET EAST, SUITE 201 FIFE, WA 98424-1376 JEFF BLACHOWSKI Job No. 2180145.50 issue Set & Date: AUGUST 30,2018 oW..:13... A A Cyr 01. AF 38480 L Lkl;D N0110E ALTERAIM OF THIS DOCUMENT SHALL INVALIDATE If PROFESSIONAL SEAL. AND SIGNATURE. KBJCA11M OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED Owwl TT %Ml ONLY , rZATLEElK AND IS NOT TO BE USED FOR REPAR RWODEL OR ADDITO To THAT PROJECT OR FOR MY OTHER PROECT. A "M A A - Revisions: Sheet Title: TOPOGRAPHIC SURVEY Desi,qned by: Drawn by: Checked bvL TD JIB Sheet No. 2 2 of 4 Sheets LAKEH"EN WATER AND A PORT/ON OF THEE 1/2 OF THE SE 9/4 SEWER HEADQUARTERS OF SEC. 07, TWNm 29 N.J. RGE. 04 E. W.M. CITY OF FEDERAL WAY .,KING COUNTY , WA SHING TON. /101111 I I I .11'.. I'll., ... .1-1 11 I , : z J: I E12 t2p�.. A[3i 2 x2 xHEET 2 I T` 11 32 i_. _SEES ! 12" I _., _f , -I .: Ix \ `' s• STCB. 37 tRINE 339:37, ly. I1 ip 16" sz / �. 1 t°» - 4;C y 13 p o 3 NO VISLBLE PIPES3 \ v' x ' X ISTCB 4463 RIM=333.98 o r.v o ff ) lI. Iz I ;.. 2 Ax ] _.�.-:,.. / .. .. ! �@ (_, F>JLL OF GIRT ;, I 1. x o r I �.__. < ��.. ,r22, i 12" CPP N IE=331.97 -� I °� 5 2823 RIM=340.62 �' _%z1<1 \ 8 PVC E' IE=336.12 I. ' f �. ... .. - `1 k !(, I ' \ » Irl_ / I 11 XI v]o o a Q� / � I 8 PVC W IE 336.14 1 I - / j (�14 .. - ..t,NE .._ . . U,r l l s J o \ " o y- x - . ......... ,v... 11 .- .:�.:. - . �,..�. , ..:; X- ' �t°U r ,a .:,..»� ..,� » .,�., $ ! 1. �i I �� I I m _. m _ WASTE ol�l x-�� „ ) I 1 1 �:�� i\. I A �I O0 ° .. O a I _ I f,3 1 P cK P .. . x `� ,►:, , ° 18 ' w 40'_, 1 x r ., cw �• o \ 40 I U B. X, . oa I I . en # . 3, y y ,,, o x to .. t.. o w ) ' - 4 ( . o t 6 CHAIN LIN \ I I- 7 I 10 ° -x-x K x->�� x x x-� I._..::0 6` CHAIN "LINK -, 1 I ,I I I I 1 II�::: x-�, i3 T __\ '-, ~` nj m -x x-x x=x_x�; I;f STCB 3749 RIM=327.80 _,.. @ . r, ---__ I _ -°= �� (i I ' 1 I ' 12" CMP E IE=324.99 -i FOUND BRASS DIS 32" \ ` YV I - P- _ �-- - ± P I J - - - -P- - - - - P- - x - - P,C- - - - / - O� - IRo s Ln ; , I P - P -r1--- �,, n o _ _ __ _ WITH PUNCH IN x I �- PZT-I-I---- T---='-T-- Q-,,"`--- ! !; ) _ I- - ; _ - - -- -- - - - -- -_ _ VV= _ �E _ - - _� t I 1 1 I STCB 738 RIM=327.55 CASE 0.28S AND �- - - - T- W 2=-- -- -- L. -,- 4 CHAIN LINK i 12" CONIC E IE=324.25 0.20E OF CORNER "-- _ - S- - = S� - - - S - - -< - - - - - -L ]; r ' .-- - - W - S - - - - - - - -'G- - f, I - 12" CMP W IE=324.21 w=-v _ s� _ _" I - I SSMH 4465 RIM=335.07 air o - , ; ®- _ \ I _ W- - --S= - = T =S= - -�_��- - S G - - 7�::: - --' " FOUND BRASS DISK CENTER CHANNEL=317.36 + ° OI 2 CJ ! F%" 1 _ r ,, T- - - - - = - - .�` ' �� FACE I rx- F12" !..- I IN CASE 0.09' OFOF C L x ;, �! >:- t II \ � ' a -x _ - - - - - _ LINE + � r T R -xJ 1 SSMH 3855 RiM=339.32 ' 1 1F32" \ w f _ I I � - 12' PVC E-W GOST /o t- II. a - / \ / x � %ILDING WATER JUNCTION BOX STCB 3881 RIM-338 98 ( �,i , SSMH 737 RIM=328.22 _ � , = -- T - -- - _ ,_ / STCB 3832 RIM=339.18 6" PVC N IE=336.9 ; CENTER CHANNEL=320.01 1 FRENCH LAKE 4 ;, ! 1 �'- -,. , . 8" PVC N-E-S I� - - LADDER N DOG PARK SIGN I I) , ! p = _ 6" PVC N IE=336.54 , I� 1 CENTER CHANNEL=323.47 F10" - LADDER W w".: �-� \�„ �.,'° � ,�,'� �" "°e- P- -\ 6„ PVC ows w aw.1 I , j ! a_ 83:x ° ° . - o o _ 8" PVC W iE=336.48 I SSMH 824 RIM=328.00 ! 11 / R x TOP=337.92 """ SSMH 3565 RIM= 40.36 C 8" P - - i - -•. ° s I W i 3 3 VC N S i x I ' 5 ; P 1. 12" PVC N-E-W I ENTER CHANNEL=320.24 1! ! i I I a CHARGING I STCB 2971 RIM=337.23 \ f- I ' , / x CENTER CHANNEL=318.72 L \ � l �.-_... ADDERS STATIONS I 24", CMP SE IE=333.53 I \ x ) GATE CONDUIT I' i I. / 8" DROP SW TOP=328.81 I DROP I ! ) _ I ( ( I I! I 18' CMP W IE=334.13 II ' �.' ' ., I LADDERS I ' t- - - 0-IP 28I I 1w 1 �I I GATE CONDUIT �/ DROPx4 1 I11 :i I ;: DROP DROP V"\ z I ELECTRICAL SWITCH ! \ ( _V.;�..,_._-.: I N j , 1 I ! CONDUIT / I IE ! ' I I^ 10" IRON PIPE INTAKE I ' _� �� % STCB 2610 RIM=336.74 Is ,. d I ON CONC PAD zi x I / 24" CMP S IE=332.73E ! I 1j1l-.- - - _� ....® ;Q ®, - 7^" - / 24" CMP NW IE=332.76 I j = :. I cn OX j 4� 1'r w.. _. 2" IP` \ �/ ... LADDER NE ( ) 1 t' i I . 1 61. WASTE I I °° x--____, ... `' D/ I c )1 1 f' I I PIP I ,.�.. I € (_ I r I , ®`„1„t,i ELECTRICAL RISER n I I r` I28a AC UNITS / - I 1 . `II .' ! I x 16 LINES CHLORINE I STCB 2694 6M=337.71 I [• 0 I I �.. !.: }, ! I 1 I 8" IRON PIPE �_f � P _,- - - P STORAGE .- .6',..PVC E=335.79 I` I -� E w �,, CONDUIT 1 .. �.„) I I r t1� Nic - FILTER TANKS z ,,�. - ..,:. . , „ CLUSTER . °� I �° !.. - I ;.! 1 I =1 . , 12 IRON - �1� . '' ! � I ON PAD ! I x oo p .- . PIPE INTAKE 1 ! 1 I 8" IRON PIPE CONDUIT I ® I e F i I I f,'.` I.. 1__'�, I �, INTAKE x' !! . 1 _ I ' I I I I; *1 r ELECTRICAL � I ' ., . STCB 2134 RIM=335.10 I 'a, �°- I f ) I- : I I , FILTER TANK4 ( SWITCH,: I 1 8" CMP NE ON PA x - r , ) IE=330.50 t� ®i; �_ $ I ! ,f 1� ! 1 I 8" CMP SW IE�330.35 I \` i i o „ �n - III ; 1 STCB 21133 RIM=335.72 6" CMP NW IE=330.95 [ -I I I° I 2 " C i' IRON PIPE x Tn , =o INTAKE �X- 1 STCB 2446 RIM=337.75. L . 8'� CMP E IE_330.92 ( ' C� ( o �0.78 6 PVC E IE=335.74 6 CMP S IE=331.52 I I ' FILTER TANKS I I _-_-_ _�__..,.. `� '. ' I- x ! 8>, CMP NW IE=331.22 I I .. I I ON PADI 1 ! 1 TMH 10714 � ( 1 M I E RIM=327.50 \ , t I t o „Ill P FF=337.91 11 _ -. . 0 ) 8" IRON PIPE ELECTRICAL 1!1" , . I UNABLE TO SEE I INTAKI� SWITCH ,- .. , . , SIDES OF STRUCTURE I I ° . ; I I ELECTRICAL -_ -. ; l ..' ! I, ) STCB 902 RIM=326.31 ( I SWITCH. -...mA...„...�. . I _ _._._.._ , o ...... I LADQER SE [ I $ '. f :� I 24" CMP NE IE=320.72 FILTER TANKS. STCB 2384 RIM=336.50 ! I` N PAD I - 8,> CMP N lE=333.40 I �`0. /ry) dN 1 �� I ! 12" CMP S IE=322.55 ° I I I . ., ! _.., : , . I 8" CMP ,SE IE=3 3.45 � o �' , n I r P ` ! 24" CMP SW IE=320.51 J�� RH6 I STMH 1070 RIM=327.08,"- ' - I . ,I , ,' 1,- i I I (x _ . !) STCB 2375 RIM=336.91 ,. .�" < 1 1 ) 1 LADDER NW C16" ! L I I STORM RETENTION SYSTE � I 12 CMP ELBOW SE IE 31,9. 4� I� _ I I) #- I I 6 ( 12" CMP - ! I � �> -� I 1 i I POSSIBLE 24". CMP N=S 10" I WASTE OIL TANK ! _ ..1. ... BOTTOM=332.21 ..: _ . a . I RH I ".. � , I ' t-', . I I N • M1 1 d I I I � • FULL OF WATER . - I „�- �. � ) 1�iX O t `---_ .. ELECTRICAL ! _ : LADDER E .. ' "D � -�„ `".I I I: ! - M �s E! -P- -�- CABINET �_ 1 1, ! \ ©- / O Ix o W- , i�� -r- , =--W-_ -- - o . - W - -- / T- - ,` 1 1 ) ii,,,, I ! FLAGPOLE / I PH , C� W I I I .. I , p - - - - - W- - - - - _.- � 'i I� ! I ,_ - W W=. - W I FF=337.91 I I h. ." I I' I�-` 11 \ \. " I 6"X4 - _ _ a 1 x I 37.75 I i .. �-- P TILITY 1- I 7 CF�AIN LINK STCB 2276 RIM 3 L- /�,,.,., AKEHAVEN U , LPL _ / : '. , APPROCIMATE %- ` ., -'s; l I I I I- I6 PVC E IE 335.79 I I / _ - ! RICT SIGN ��! ,,.;. I I x x , \ OCATI,ON OF i, L •- 1. -- � w� I 33 I 1. s ? I ! I- .�.', . - f % SEWER MANHOLE I .- -- - I O I I ,� f x 1 P R EGORDSIrr �r II ..:. .. \ , . .. \ D. OT CATF. = 3 - 9,5 - 28 r\\ SEE SHEET 4 € IL . .�`°� .7 ,: / i /\ 1 I GRAPHIC SCALE I ! ' I �/ 0 U I I _...... � _W�,:. � Y �., `> ,,,. " , � �4 r "" U 30 E e 2p° ae'" ) I- I 1 I 0 15 30 60 FEET !1 .. .. . \ \ A-11 I ( I I I I L �. 1 /, g I I I I x I .. , . - /// �` j 0 0 U �., DO NOT t"' ( > ;O : ! 1„ = 30 FEET 11 Ix I- ., ,-\ g TCB 2277 RIM=337.74 ,.. --'. ........ ____,_j. I �,.,� :.. � Y, .. ENTER >i. -` "' // 18„ \ \ - .I 40 . I6 PVC E IE=335.82 1 Ir. i - PAYMENT I 1 1 I . : .. 3... i OFFICE ...--. f�" \ f '� 1 <^ - 3� � ..- . I I � \. FF=337.72 \ r - . , f f pP�� / ( -SQ I, ) CONDUIT CLUSTER I - I t . . x \ - 22`\. \ �� CROP 11 .i 1- .. ( 1. , s i . ELEVATED WOOD 0 / -1 � . t 1 - 1 �...''..3 1 - .. {�'i 0 P . T 1- SSMH 1394 RIM=332.68 2I < I t ASTCB 2322 RIM=336.63 ,� DECK IN THIS _ I I - LOCATION ` ' 4 x O „. 1_,-::;.I i' -�C 18 p' M2 \ t ( t o I " _" � � �'8„ PVC N-S s ;c 1 CONDUIT CLUSTER / w, w24 AMP N IE=331.62 _ 1 I \ °- E A-9 I �, •.- ; , . .: ' :• ENTER CHANNEL=324.65 I , .. _ I ELECTRICAL } }\� I I c� / � 0 12'1..CMP SW IE=331 56 I, . 36 _ r J I 1- LADDER W 'LADDER SE ,- __._._. 3 I < i � SWITCH AND / / � r x � � � � � � � � ;I I � � I I I ,. �. AC UNIT i Ix GATE a,. COND I . OR \ _ "-�,.... ' I/, Icy; t I. �I � SENS \ / STCB 2234 RIM=337.28 I / . .\ °, I . a )-. STCB 1150 RIM-332.54 ST 1=334.70 ..... i CB 2495 R �. »I a71 • W 2 � l .� I• 2 CMP N IE-329.31 C 1 x .� _ � GATE 12 'CMP .SE. IE-330.90 337-J ' ` 12 PVC NE IE-660.66 , ', <SENSOR 12 PVC SW 1E=330:.7.8. i /. i /._ .. U,, s I I I. 12" CMP S 1E-329.50 I _ ��-, \� . / off. `:. i _ GAS , 8". PVC NW IE=331.13 I.....: I . / .: rf , .. R 8 - - - _ MOTORr. �*� t 35 , 11 I \ t I I r / 4 . A T ;' I I `I m-.-- - �. _. . _._.- -. ,,,, . N. �' \ -_., ",� R �- �'' 14"/ A �U�8" i 1 a I. � �� I I �� i I �. H24"DEAD �"'� / ti I I ~'''�, 11_ t -\ \ a, � � ®" f A € ( 1 . 7 ( I Ij I ' % l KI °` I \ \ _ f :: x"' a1v ,, 1��•51� ` 11'� � \ \\ � 8 ��' // ;III � I 1r. � 10 IN )A24" „'i o x I o' O"' _ ® i' f / 8» \ \11 NABLE TO FIND / : I • t 1.; I' '� F'', 12 'I x I I � �33\. ° I ° � \ o �• 0' / 2 ' 1 EAST WETLAND # \ \ �° t 'o°r \ A24 4 - 24„ x I / o � I 12" / FLAGS \ \ \ I ( -" 1 ; ( I I� II \ - `" ✓,. x t / '- €` 24" l 1 f ° u1'2'1 g� \ f ' I.. i-. \_l I I I ) r � / X�x-x x_,Jld / ��_ i '. 12" / / f Af7 v / \\ )I 1 T , - " (. `I I I \ ,s - 2V> \ 6" IN LIN � � � � a1 � � � / /.. � I � � / � �' � -I ` I ,Ij`� 2 CM P ' � �� \ l � � � .- \ Ff=329.85 %` t J t ° ° L; �o�o-' �„ �\ \\ / \ t / U28%M42// I \\\ t \��i3 I LtI I I I \\ / rn �� co o~o) o ,` 1 \\ \ 12 ,. � / / / \ \\ \ \ 3 1 I 1': ( t 01 , ) / , 330 " \ r �,� \ 20 16 \ 12" ,illA-6 ' v / o f i J II I � r D ( i t \\\ \ 4 1 \ 1! i l g' `' \ // ��`2,. g1. z o' \ 1 =.' 330 05 � 329.,'4 ° ,�, `�, 11 \ / ,`c , � � , `- �i. 3 I H 2�P88 RIM 334.60�,��\ CW1 \ o /lf( \ \ ) o I b� U1. 11 !. I I [, 2' CMP E, IE 328.60 f DP1 --\ `CW1�0"N c� � 4,0 „ \ \ / / f C 16' 6" / Ill f 1 �„ I i" \GMP OVERFLOW W 3 : ,� (5\ _v , \ µ L 12" F 2 „ I I 1 10�328.95 r / " C 2., r' o �, // / 30'° U 2 IR € .1.. . �.: I : I ! ° I LARD .E' os _ % / / CW10 1 o ��/ / / a " f A� 5 I ,;� t // i ' .. I .. I I I \ / / ,Ir / . _ CWJ2" ,__ I/// .1 4 I A43A � d 1 ! /// , II �.. � �I - I Q I jj 1 .,F 24" f / / o`' A r w10" t cw1.o /i 6 :12"3CW1 I f I/ f r I I_ � \ w Zit 2 � � p CW1( r n I 1 -� R I8 /�� u 2 �' f , / // Z/ �� `1 uz2 \ I , / /ff ;. I --I 1 I I 8-' l _ »»_ �i / / µ 16"X2 a'° f c �I II / / 5, 12" MONITORING / °' "16 � �" ,- -° j �� / / / / 16" ___j \ U28' I a / I 1 I' Itn WELL 1 _ t } /��\ o - 12"X3 � ` `�, y'" I iI t f l r i ' .. IU24„ `z^' f.. �� ° / /=- U1 t \ \6" I / I I ( 1' I ' I o I 1 / t�i3 ,, 1° I „ \ t \ l \ ° �` \ \ 22 / A-4 I = ` u �o A� t �11 �1.,. 1, �, . I� I 1 i ° f "'-' ' _ o `' \ \ t118„ \ \ t�� u12 l I _ :I _ _ i . h+� `I � - r ' �!_ f 1, „ �26 f � 4 r� a� \ i"ti r f �� . z ... J18 > r"�, , '�, / f / ) i I � , - --"` 1."� I ) �a'' _ TACOMA • SEATTLE • SPOKANE -TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Project Title: LAKEHA VEN WA TER AND SEWER HEADQUARTERS Client: HELIX ARCHITECTURE 6021 12TH STREET EAST, SUITE 201 FIFE, WA 98424-1376 JEFF BLACHOWSKI 2180145.50 Issue Set & Date: AUGUST 30, 2018 NOTICE ALTERATION OF THIS DOMWENT SHALL INVALIDATE THE PROFESSIONAL SEAT. AND SIGNATURE. PUBLICATION OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP F"TS IN IT. THIS DD(IIIENT IS FOR USE ONLY FOR THE PROJECT IDDWED IN THE TITLE BLOCK AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. A A A Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn bv: Checked by.. TD JB Sheet No. 3 3 of 4 Sheets ------ --- ' ---- ---- ' ---- SEE SHEET 3 LAKEHAVEN WATER AND SEWER HEADQUARTERS F THE E 112 OF THE SE 114 OF SEC. 07 f RGE. 04 E. AM Miff A PORTION 0 y TWNw 21 Nw. CITY OF FEDERAL WAY , WASHING TONx ,KING COUNTY U10 It Ul ~\~ { ' � j -/, ~- CENTER CHANNEL=325' 10 \i \\ \ -u/T\ ~, } LADDER ' ^/ � '^ �� /��"�' � ``� u / \ �%�'^/ / / / -��/"T-' ^ ~� '-��~~ ~~ .� J �� / ' / / (w~/ A/_-� 12 X ` . ___, K�m �� / / // / / v�� // uxur =�`_-Dp��^ -- ~~ ' �� ///7 ^" c�a'� //// . / // ~� -_ / / � \ / ' / . ///' / - ' /'`�~�*�/ / \ ~�~ ~^ i� /of�^ ~~�� ' / ~ =~�~ ` ~� Y/� / / � � / i ' ( `�U10^ �� / //�/',/"///////' /-\^24r � l \ - -~ `~' ~~- / ��..� \^ | ' ^ / ' ` \ `�� ~,,�~/ ~``__/",�..20 &��~| h ' /' ' ^^�' °~ ,~ _ - -_�_x�_��___ ��- ' � -^^ ^ ^ ^��^� ^ ^ - ' ' ' ' ' ` 1 ' GRAPHIC SCALE m1 8^-/ 0oFEET | u 1s »» / | M2\ . . ' | | r=3OFEET / / ( LEGEND D_STORM UNE R\M=351'02 �TTPOY�R�� 15� �S_S[0�R UNE ||' 12~ CmP S \E=349.10 QUARTER SECTION CORNER �� JUNCTION 80X ------------VY---- WATER UNE 12^ CWp SW|E=34S.O4 POWER MANHOLE ___�-- ------{�---- GAS UNE / --�---��CTR|CAL UNE . �� . pUVN�R METER ---'------ ' ] | CENTER SECTION �� --------��N|CA�DN UNE POWER VAULT ---- -------- ' *w=�"' FOUND MONUMENT AS NOTED ___------- ��HP-- OVERHEAD U�Ul][S �f LUM|N/URE x___x___x___x---FENCE 11 SET NAIL AND WASHER '^ COMMUNICATIONS MANHOLE AtPHALT SET RE8AR AND CAP o TELEPHONE RISER � MONITORING WEH TELEPHONE y�� CONCRETE n Buu-xxu 9 BLOW OFF VALVE | ' ' cz MAIL BOX ' FIRE SEE AUTOCAD LAYERS FOR SOURCE �]' OF Ul]UTYUmE /mrunM^ovn ;v^' _cSIGN AS NOTED () FIRE HYDRANT F-�-1 UNKNOWN VAULT ��_J B0 HOSE BIB SOIL BORE URROA11ON CONTROL VALVE TEST PIT E8 WATER METER | / ~~ SANITARY SEVER CLEANOUT �A WATER MANHOLE | | �l SANITARY SEWER MANHOLE ^~ WATER VALVE CLEANOUT | ~~ '- | � | o STORM WATER VAULT | | O STORM CATCH BASIN A_0RBOTVITEAS, C-CEDAR �� STORM MANHOLE F-RR, P-PINE, S-SPRUCE "� �/^� U-UNKNOWN \ | 9 YARD DRAIN ' A_ALDER, CW-COTTONWOOD | | 0 ROOF DRAIN JW_JApANESEWAPLE. M-MAPLE o CABLE RISER MAD-MADRDNE. RH-RHODODENDRON | ! ~- GAS METER U-UNKNOWN \ \ | �� \ / . | | CAS VALVE TRAFFIC SIGNAL POLE o- . / -- TRAFFIC CABINET FZl POWER TRANSFORMER E_ GUY ANCHOR TACOMA'SEA7TLE'SPOKANE'TRI-COlES 2215North 30thStreet, Suite 30O Tacoma, VVA984U3 Proiect Title. LAKEHAVEN �� SEWER HEADQUARTERS �~��'��0��~m�� Client:� HELIX" vo_,_"^^ ARCHITECTURE 6021 12THSTREET EAST, SUITE 2U1 FIFE, VVAA8424'137G JEFFBLACHOVVSK| Job No. 2180145.50 AUGUST 3O.2018 PROFESSOM SEAL =AWPUBWATION OF TM DOCUMMT DOM NOT DGMTE FROM RESERVED AND IS NOT M REPAR REMODEL ORI AMT10N To IMAT PROJECT OR FOR ANY OTHR PROJECT. A A Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked TD JB El 4 of 4 Sheets A B C D E F G H K Flelim 2 2nd AVENUE SOUTPRNEST 2 .. . .............. . .. . ......... . ...... .... . ..... . .... . . ......... ........ ................. ....... . ................... . . . . ........... .. ......... . ....... ............ . ..... . . . . ...... . .......... .. . ........ . .. .......... . . .......... . ..... . ............ ....... . ..... . . ........... .. ..... ............ ..... ........ . __( .151 AMERICAN INSTITUTE OF ARCHITECTS ........ . . A!. M-� 4W 0 �AbW-� W 40, 0-� W W 46_� 411- 40_� 0.0-4=00, &A. -0,0 .... ... ....... ... . .. ....... ........... . ............ . .......... . . ............ . ........... ...... .... a . ...... '9 . ..... ...... Z, ........... ........... .... . ... . .... ............ .......... - - - - - - - - - - - - A 7 - - - - - - - 777 _=N /:.7 ........ .. - — ---- . ... . . ..... .... .... .... . ..... 711;5�,�' . ............. ................. . . . ....... .......... . �� :� ................... ........... F 77 . . . . .... . . z t -7- A n 3R x �. "-" ': � , 0 �:� ........... . . .. . . . ..... "'NLI Al JE 4 x/ x, .......... `3 \x "Y A\- & ......... . . WELL (E) V1111.1 >i>41P "j, 14 ;% R_ ;2 A'a 'Q, R 4� x - %'. �_ < ", > /j 1-\ "A' x kl Y Z 77-1 �x 7- CE X/ D > 3 I>-' 1.4 �J 4", A< x , ".1 ................. �.j x N All . > c N 3 SITE DEMOLITION AREA ..... . ...... > 'J 1P (HATCHED) . . / ; , t -1 DETENTION POND x a �,;/ 'I, "", X 12 t Q, 4 ....... . . . ... ;�,>'16,�7 �., ,, > L: ......... . . . .... . - - � , " . , 'r , , 1, " ", , \/ ............... ".5 Z: �c. .. ........ 7" N -,(E HEL 4�i HELIX DESIGN GROUP, INC X, A Z;; 7", _9 ff Z4 UNDISTUF A x, 1�, i�ll , " , , ,�,B .1, 1 ED:, ARE f 5�4 -? 4, . ... ... 7 #34 4a." 8 'D �4 ...................... . ...... ..................... ....... ........ x > >< 4 ................ k, Q > ? �w.� x x < GATE (D� GENERATOR (R) C, < X: _J 7,: 4 x 4_� �x x Y >: \1 -�g j 'X iN X \X X /x Q ;> A > 4 2 1 x > x '2� A. 'j, ql� KELL b.N. 0 Nz 1�32 q( Q D -'C' N R9.02% �V I - -1,11 I'�: I . z v A -, < x Y X.. v N 7 .. . ..... . K� �V wl��,>�.Jlx_'� 7)� W-0 0-49 .0 4010W�WAW� YEW L ER- (E) .. ... . ... . 7 �` - \ - L La 41 . . ......... ........... . 0, ................. Ij 41' N, DEMOL15H, 2" A HA EN -A C'a p p_ r 6 PAR /X (E) KING LOT �,, V_ IN 'SF 52402( "IN 12.02 ACRES v K\, 2�_ .0 /\x" _2 072104PI017 do UILDING 5 ENTER PARCEL I 5 0, lgj 0 4.�" 4�141=m 0-0 �i AD 4 ; ... ..... _3 0 07NNL�� A 7, 84.56' 0 __�z _T �Uki r7 ...... ..... .... .................... P FL ARCEL 2 ......... ... (R AGPOLE EXISTING A 5�, L_, 072104q014 FIRE STA.,TION,.'.,_ 407,721 SF BUILDING q 36 ACRES z 0000 % 6 DEMOLISH ADMINISTRAT ON d> - ','BUILDING 0 "611, M R 000 PARCEL 3 6, 1* 09 072104q010 11 1 Nicf . ........ . . .... . .............. ...... ........ e;ETLAND B ........... . . ..... 8�,P[34 5F 2.0 ACRES ......... . UFFER U 0 < .. . ....... CONCEPT �x . ................... .............. 40 C. ........ . ........................... ................ u 7 .7 WETLA0 7 0, ;;4- ......... . . vli�l 7 6! SITE PLAN i N1, A . . ..... . .... . .. 'Y . ........ . N 71- Y Z J, �JQ J 3,IGN, (6) 2 21T W" 0 1b 43 . ..... w.q ... . ... . ......... 7F�4 77-7--- f -7777777.7 -7-74 jf. . . .............. . . LAKEHAVEN . .............. ............. . . ......... ............ ........... .. -7- . ....... .................... .. ................. MAIN CAMPUS .......... 8 .. . .......... ................ ........ .... ......... CONCEPT SITE PLAN . . . ........ . ........... ............. . . .... . .... . 4�1 71 7771 _ 8 ............ . .... . .......... > Ist AVENUE 5OUT14 I LU FEDERAL WAY, WASHINGTON REVISION DATE 51 9 LU _j >........................... ................ ........................ . . . .................. . ............. . ..... < 9 co.... . .................... .................. ......................................... . .... . ....... . . ...... . ............ ca ,j) LU ,� 7 1 DATE JOB NO. 09.24.18 a 18-069 ABBREVIATIONS: LU ONCEPT DESIGN (D) - DEMOLITION CITY PREAPPLICATION CL (R) - RELOCATE 04 I-_ (E) - EXISTING TO REMAIN IL 5 (5) -SALVAGE LU q! 10 D002 10 10, 401 c ONCEPT DEMOLITION SITE PLAN 17//7 1- 40'-01 201 80, a nk NORTH SCALE: 11 40' WHITE DRAWING NO. C) LU __� _j OCHELIX DESIGN GROUP, INC.: CL U_ D E F G H K No pad of t.his document may be reproduced in any A B C form or by any means without permission invm5na from Helix'De�igr. Group. A I B C D E F G H J K ski ]HI 1 1 11'1*M clesigrl OrC>L-Jp m 2 \n A a D/,./'/' N N N N O O O - LL la ' ti ti 64'-0" AMERICAN INSTITUTE OF ARCHITECTS 27'-0" 27'-0" 10'-0" ------------------------ 4'-0" 20'-0" 6`-8" 20'-0" 13'-4" j 14'-0" i_ 13'-0" 13'-8" K3 L' 5 0 Ln n 7 00 rL 1 7 CO iY 0 [Q Q m 8 a / 6 s z a W J > a� Lo Q 6 i LL ts- � O �N 9a � V i— L w0 �r Or) rL >. w / a 'Q N N CV Q o� o � O L T - / B B BOLLARDS (TYP) 27'-0" B B. --- 20'xl4' SECTIONAL DOORS (TYP) 27'-0" 64'-0" • B i L B OC D BUILDING AREA FIRST FLOOR TOTAL (GROSS CONSTRUCTION AREA) 3,326 50 FT 3,328 SO FT 3 U U U D (} HELIX DESIGN GROUP, INC 5 0 7 CONCEPT FLOOR PLAN LAKEHAVEN 8 MAIN CAMPUS BUILDING B10 FEDERAL WAY, WASHINGTON REVISION DATE 9 DATE JOB NO. 09.24.18 a 18-069 CV N ' ° %`;; %�X CONCEPT FLOOR PLAN 4' o OAQ < y Imo. NORTH 8' `� 0' 2' o „i SCALE: 1/8" = 1'-0" J -J D_ LL- CONCEPT DESIGN CITY PREAPPLICATION A] 00 WHITE DRAWING NO. f� I I ©HELIX DESIGN GROUP, INC.: Al rights reserved A B C D E F G H J K No part of this document may be reproduced in any form orb an means without permission in writing Y Y P 9 from Helix Design Group. A I e I I A F I G I H I J K L U- U ru CO ry O Q T- ca a- a 6 t N >-1 Q� U-10 V c� Q a �U-1 0 a� V Lq w O CY 00. �} w a i Q Q V CO cv ai o � o� � N V Qz w� t- Q °- oLU —1-J a_U- 2 11 4 5 3 ISOMETRIC VIEW - SOUTHEAST 561 8 0 10 n� ISOMETRIC VIEW - NORTHEAST `a\ ? i ISOMETRIC VIEW - SOUTHWEST ISOMETRIC VIEW - NORTHWEST I � IJ Helix design c,�roup Y�II t� AMERICAN INSTITUTE OF ARCHITECTS 3 U HELIX DESIGN GROUP, INC 5 0 7 PICTORIAL VIEWS LAKEHAVEN 8 MAIN CAMPUS BUILDING B 10 FEDERAL WAY, WASHINGTON REVISION DATE 9 DATE JOB NO. 09.24.18 a 18-069 CONCEPT DESIGN CITY PREAPPLICATION 10 G01 0 WHITE DRAWING NO. ©HELIX DESIGN GROUP, INC.: Ad[ rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. J A I B 0 3 M 60 C.O.S_ 5 I• 0 Ln N 8' NT CONCRETE WALLS AT END WALLS 7 C I p I E I F I G I H I J g C D F F G H In IS) N O O O O O O O O 20'-0" 20'-0' L 20'-0" L 20' 0" L 20'-0' 20'-0' L 20'-0" L 20'-0" L 20'-0" BETWEEN BAYS (TYP) (ITt') ,— EDGE OF ROOF CANOPY ABOVE K I 1PA l:� K desigr-� group AMERICAN INSTITUTE OF ARCHITECTS ° 3 0 � HELIX DESIGN GROUP, INC f:; 5 R 7 CONCEPT FLOOR PLAN BUILDING AREA (GROSS CONSTRUCTION AREA) L FIRST FLOOR 4,500 SQ FT as TOTAL 4,500 SQ FT LU 7 cs Q LAKEHAVEN 8 MAIN CAMPUS ap g BUILDING B9 c 6 FEDERAL WAY, WASHINGTON 6 S REVISION DATE Z 6 LU J > 6 Q �g Z � O 6 4L �LU 9�� 0 �N q 6 U L LU ry o DATE JOB NO. a- > 09.24.18 a 18-069 LU CONCEPT DESIGN �s QY N C1 TY PREAPPLICATION o ) o� 4' 10 Al 00 �Q %'j f�;1 CONCEPT FLOOR PLAN177 LU Q �� NORTH SCALE. 1/81 = 1'-01 ri WHITE11 DRAWING NO. Ir- LU a K C D E F H © HELIX DESIGN GROUP, INC.: All rights reserve( No part of this document may be reproduced in any I V I B I I form or by any means without permission in writing I I from Helix Design Group. 3 5 L N 0 B I C D E F I I I G H � K I I 1 ][I lot3C clesi j" Orc>L_jp /i ///i/i//,/, ,�/,�/ 7'i j/,/i /,, i/i,. ,i,�r � � �• `�Vv�A�AVVv AVV v� � ifi AMERICAN INSTITUTE OF ARCHITECTS HELIX DESIGN GROUP INC ..A � - /, ,,/, , i,f- , ,,�� /,,,/.,�/. /j ,/.i// /,r., �V\V�.: AA \�AAV` •. `.�.-.:A\V� VA�AAVAVA�A AA.A . �� . , r -�- OMETRIC VIEW - SOUTHWEST -� ISOMETRIC VIEW - SOUTHEAST I ox� ,1 IS i OMETRIC VIEW - NORTHWEST ISOMETRIC VIEW -NORTHEAST � A I B I I D I E I F I 5 2 7 PICTORIAL VIEWS LAKEHAVEN 8 MAIN CAMPUS BUILDING B9 FEDERAL WAY, WASHINGTON REVISION DATE 9 DATE JOB NO. 09.24.18 a 18-069 CONCEPT DESIGN CITY PREAPPLICATION 10 GO] O WHITE DRAWING NO. 0 HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. VA IS X E F G H J K qq T- FQ LLJ LU ry I T) 0 L11 2 < -V 'S' C2 co 8 LLI < CL (3 LLI —1 —1 CL LL 2 3 Is 5 no 7 9 6 F.O.S. LO 2 AO O d Ll Ll- 341-011 241-811 91-40 MAINTAIN CLEAR BELOW CATWAD STAIR SYSTEM (TYP) .......... ......... I ............................ ......... ....... ...... '0' BOLLARDS (TYP) I Al-1 AI =-rink I A I • B '0 B 341-011 L L 9 • B STEEL COLUMN (TYP) CENTRAL VACUUM SYSTEM: VACUTECH OR EQUAL. BUILDING AREA FIRST FLOOR TOTAL ............. (§ (GROSS CONSTRUCTION AREA) 1,765 50 FT 1,768 50 FT FA jH[ zx design group AMERICAN INSTITUTE OF ARCHITECTS 3 HELIX DESIGN GROUP, INC 12 5 2 7 CONCEPT FLOOR PLAN LAKEHAVEN 8 MAIN CAMPUS BUILDING B8 FEDERAL WAY, WASHINGTON REVISION DATE 9 11 41 161 10 10 CONCEPT FLOOR PLAN 1/81' = -011 N01 21 81 ORTH SCALE: 1/81 = 11-01 DATE JOB NO. 09.24.18 a18-069 CONCEPT DESIGN CITY PREAPPLICATION A] 00 WHITE DRAWING NO. @HELIX DESIGN GROUP, INC.: All rights reserved No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. A ID Es X i Wj I K J A I B I C I D I E 2 3 0 5 I F G I H ISOMETRIC VIEW - SOUTHWEST ISOMETRIC VIEW - NORTHEAST �T J K 1 I' to design croup 2 AMERICAN INSTITUTE OF ARCHITECTS ISOMETRIC VIEW - NORTHWEST F G ( H I K 3 HELIX DESIGN GROUP, INC V 9 7 PICTORIAL VIEWS LAKEHAVEN 8 MAIN CAMPUS BUILDING B8 FEDERAL WAY, WASHINGTON REVISION DATE 9 DATE JOB NO. 09.24.18 a 18-069 CONCEPT DESIGN CITY PREAPPLICATION 10 G010 WHITE DRAWING NO. 00 HELIX DESIGN GROUP, INC.: Al rights reserve No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. r- n 2 3 61 0 7 0 rA 0 F.0.5 02 0 0 03 F.o.s. C I I 0 V F N to O O LL 72'-0" LL fni n" 91 A11 nl All 7C1 All in] n" - G H J K PA Helix design c�ro�..i<p 2 AMERICAN INSTITUTE OF ARCHITECTS 4 0° 3 HELIX DESIGN GROUP, INC ——--— �-- of 4 0 0 m 0 0 10'xl2' ROLLING SERVICE DOOR 5 7 FLOOR PLAN LAKEHAVEN 8 MAIN CAMPUS BUILDING B7 FEDERAL WAY, WASHINGTON BUILDING AREA (GROSS CONSTRUCTION AREA) FIRST FLOOR 4,320 SO FT SECOND FLOOR 4,320 SOFT TOTAL 6,640 50 FT 9 10 FLOOR PLAN - FIRST FLOOR 1' 4' 1610 fX t Ll!%a 1/8" = P-0" 0' 2' 8' NORTH SCALE: 1/8" = 1'-0" A B C I D I E I F G H J II K � I I I REVISION DATE DATE JOB NO. 09.24.18 a 18-069 CONCEPT DESIGN CITY PREAPPLICATION Al 00 WHITE DRAWING NO. ©HELIX DESIGN GROUP, INC.: All rights reserved No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. 3 i2'-0" El 0 0 5 0 0 0 m a L co Lt_ LU 11 w r 1 1 m 8 0 6 C N 6 S Z a W _1 a� c> Q 6 i a] U 0 a� I.LLU ry Lu cY Q N 4n Q s� Ln c N O A -.11 � --- .............. I � -- .............. ..... .......... ... -- . .......... of 1PA • � zx design group 2�'; AMERICAN INSTITUTE OF ARCHITECTS O (} o 3 U HELIX DESIGN GROUP, INC 51 0 R LAKEHAVEN 8 MAIN CAMPUS BUILDING B7 FEDERAL WAY, WASHINGTON REVISION DATE 9 N ECOND FLOOR XX 4' Iv 10 10 . FLOOR PLAN - S Lu Q 0' 21CL 8' w NORTH SCALE: I/8" = P-0" A B C I D I E I F G I H J K DATE JOB NO. 09.24.18 a 18-069 CONCEPT DESIGN CITY PREAPPLICATION Al 01 WHITE DRAWING NO. ©HELIX DESIGN GROUP, INC.: All rights reserved No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. 0 KI (1 C LJ 5 ISOMETRIC VIEW - NORTHWEST ISOMETRIC VIEW - NORTHEAST L W t11 r m Q m 8 O 6 C tU L N Z 6 til -1 is S u LL 6" '9 O W a� V wrV '-) n O� t� t- 0. j w / Q 0 Q N ,.n Q s� N O � NN 10 1 ISOMETRIC VIEW - SOUTHWEST LU a¢,i O iu iL >L -1 A i ` ISOMETRIC VIEW - SOUTHEAST ,J I 5 9 DATE JOB NO. 09.24.18 a 18-069 CONCEPT DESIGN CITY PREAPPLICATION 10 GO] 0 WHITE DRAWING NO. ©HELIX DESIGN GROUP, INC.: Allrightsreserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. Q m V 2 3 n 5 rol 7 E'� 6 0 10,,_ CONCEPT FLOOR PLAN . C 02 c.o.s. D E F G H I .1 K I 1 cic�sic�n c�roup� 1€ AMERICAN INSTITUTE OF ARCHITECTS Q° 3 D (A J B (t.) (ll } HELIX DESIGN GROUP, INC 0 0 0 0l y 78'-011 y y 26'-0" y 20-0" 26'-0" y 4 — EDGE OF ROOF CANOPY ABOVE 48" HT CONCRETE WALL - - -0- I i I I EQUIPMENT! EQUIPM ENT STORAGE RACK STORAGE RACK MATERIAL BIN MATERIAL BIN 0 5 I BAY I BAY i BAY BAY 1 BAY BAY I G 12'x25' s I 12'x25' I I I 12'x25' 12'x25' I 12'x25' 12'x25' I I ! VERIFY i I LENGTH 1 i 1 I I i I I I I BACKHOE i i FORKLIFT i 021 I 0a4 6 CONCRETE SLAB -ON -GRADE 48"HT CONCRETE PLINTH — STRUCTURAL STEEL COLUMN (TYP) I @ STEEL COLUMNS (TYP) (TYP) I I I � i I o o GENERAL NOTES: I. EXTERIOR END WALLS: LOWER WALL: 48" HT. 12" ARCHITECTURAL CONCRETE. UPPER WALL: METAL STUD WITH VERTICAL METAL SIDING @ BOTH SIDES. BUILDING AREA FIRST FLOOR TOTAL (GROSS CONSTRUCTION AREA) 1,950 50 FT 1,950 50 FT 7 CONCEPT FLOOR PLAN LAKEHAVEN 8 MAIN CAMPUS BUILDING B6 1' 4' 16' 10 Z��\ ml==A� NORTH SCALE: 1/8" = I'-0" FEDERAL WAY, WASHINGTON REVISION DATE DATE JOB NO. 09.24.18 a 18-069 CONCEPT DESIGN CITY PREAPPLICATION WHITE DRAWING NO. 0 C E F I N Iff 0 a ©HELIX DESIGN GROUP, INC.: All rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. J A 2 K, 5 rol 7 L m U- w co ca Q co co 8 1 T Q4 0 co 6 / 6 s V Z a LU -! 'Q �4 Z O W Q 6 J / 1 cr u- sLU o� c 9 a }- U w O �C o °- �> / 0 V 'Q N CV N -fl LO �Q N O L � N " 10 / N o� Lu � 4 t- °- oL B I C I D I E ISOMETRIC VIEW - SOUTHWEST _4- c_A ISOMETRIC VIEW - SOUTHEAST A I B I C I D I E OMETRIC VIEW - NORTHWEST ISOMETRIC VIEW - NORTHEAST 1 � f- F I G f: a 5 0 7 PICTORIAL VIEWS LAKEHAVEN 8 MAIN CAMPUS BUILDING B6 FEDERAL WAY, WASHINGTON REVISION DATE 9 DATE JOB NO. 09.24.18 a 18-069 CONCEPT DESIGN CITY PREAPPLICATION 10 Got 0 WHITE DRAWING NO. © HELIX DESIGN GROUP, INC.: All rights reserve No part of this document may be reproduced in any form or by any means wiIhout permission in writing from Helix Design Group. I A A I C I D I E I F I G I K LL- U— U-1 7 CO cv_ C? CC) V > LU asNZ co Ll- LU (j) LLI LU ry CL 5: W In LU CL C) U-1 —A —1 CL LL- 2 K 1.42 rol 7 NO EXTERIOR END WALLS (TYP) C.O.S. .............. . a I 0 d o C; 120'-0" 24'-0" i 241-011 24'-0" 24'-0' 241-011 45" HT CONCRETE PLINTH EDGE OF ROOF CANOPY ABOVE @ STEEL COLUMNS (TYP) ........ .. ........ ...... .. ..................... ................ . .. . .... ......... .... ...... ...... . ..... - - ------ - -- - -- - ------- ......... ........... ...... - - - — - - - -- ---------- - -- - --......... .......... ......... .. . .... ................... .......... .......... ... ..... ......... .......................... ....... ........ . ..... . ......... .... ---- - .......... ............. ..... ......... ......... ... ........................ ......... ......... ........... . ....... ------------ VEHICLE I I VEHICLE ----------- I I VEHICLE E VEHICLE VEHICLE VEHICLE I VEHICLE VEHICLE VEHICLE VEHICLE BAY BAY BAY BAY BAY BAY BAY BAY BAY BAY 10'x20' 10'x20' 10'x20' 10'x20' 10'x20' 10'x20' 10'x20' 10'x20' 10'x20' 10'x20' VEHICLE 15 VEHICLEVEHICLE 217 L 035 ------------- L CONCRETE 5LA3-ON-GRADE STRUCTURAL STEEL COLUMN (TYP) I (TYP) Z-Og 120,-0,, LT-01 GENERAL NOTES: 1. EXTERIOR END WALLS: LONER WALL: 48" HT. 121 ARCHITECTURAL CONCRETE. UPPER WALL: METAL STUD WITH VERTICAL METAL SIDING @ BOTH SIDES. ,A= Helix clesiIg r-c> LA 2 AMERICAN INSTITUTE OF ARCHITECTS 3 HELIX DESIGN GROUP, INC MAI 5 no � a CD 7 CONCEPT FLOOR PLAN BUILDING AREA (GIR055 CONSTRUCTION AREA) FIRST FLOOR 2,400 SO FT TOTAL 2,400 50 FT LAKEHAVEN 8 MAIN CAMPUS BUILDING B5 FEDERAL WAY, WASHINGTON REVISION DATE 9 9 DATE JOB NO. 09.24.18 a 18-069 CONCEPT DESIGN CITY PREAPPLICATION I' 41 16, 10 10 f -CONCEPT FLOOR PLAN A] 00 fi`F �, 01 21 51 NORTH SCALE: 1/5" = 1'-0' WHITE DRAWING NO. -1 @HELIX DESIGN GROUP, INC.: Al rights reserved. AB C D E F G I H K No part of this document may be reproduced in any form or by any means without permission in wrifing from Helix Design Group. J K 0 V C IA N 0 3 El 5 I ISOMETRIC VIEW -NORTHWEST ISOMETRIC VIEW - NORTHEAST rol 7 l IHI• design 0roL-jFD i E ( 1 E 2 AMERICAN INSTITUTE OF ARCHITECTS 3 0 0 HELIX DESIGN GROUP, INC 11 5 I4 7 PICTORIAL VIEWS LAKEHAVEN 8 MAIN CAMPUS BUILDING B5 FEDERAL WAY, WASHINGTON REVISION DATE 9 DATE JOB NO. 09.24.18 a 18-069 CONCEPT DESIGN CITY PREAPPLICATION 10 GO] O WHITE DRAWING NO. Oc HELIX DESIGN GROUP, INC.: Al rights reserved. No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. s_ ai u- w ul t co v rn a A 3 Is 61 loJ 7 6 B C D E I F I G I H I I K PA09 I I 1 design c�roUp ,fit ;Jf A 6 D E AMERICAN INSTITUTE OF ARCHITECTS cN N N € N cn N p O O O O O tj V v U U U 120'-0" EXTERIOR END WALLS (TYP) (01 C.O.S. O 2 C.O.S.- 0 0 C.O.S. 1 03 0 24'-011 24'-011 24'-0" 24'-011 24'-0" Z-0" I { EDGE OF ROOF CANOPY ABOVE I 4811 HT CONCRETE PLINTHS �. @ STEEL COLUMNS t i I I VERIFY I I I VERIFY I I I C I i I I I i I 1 I 1 I I I i 1 a LENGTH I LENGTH VEHICLE I I I 20b I I I I I I VEHICLE I 1 I i 1 I I I I I I I L- - - - - -- 1 VEHICLE ! ' 012 I I I i ! i 1 I I VEHICLE a I k k I 1 I, 024 ! ' I L-- - - - - -J I i: i 1 I I 1 005 11 I I I L-- - - - - -J p 1 i i 1 1I L _ _ _ _ _ _ _ JVEHICLE i VEHICLE , i I VEHICLE 088 , ! , 014 r-- - - - - -- - - - - - - - ------ -------� . VEHICLE i 108 I 1 I I 1 439 1 L-- - - - - -J i VEHICLE L-------� I ! I I€ I I I I I I I , 415 fi VEHICLE - VEHICLE 036 VEHICLE 077 1 1 1 203 [[ € I I I I I I I 1 1 I I I I I I I I I r-- - - - - -, I I I i I 1 VEHICLE I ' VEHICLE ' VEHICLE ' ' VEHICLE ' VEHICLE ; VEHICLE ; ' ' VEHICLE i i VEHICLE ' ( I I VEHICLE VEHICLE ' I i I BAY , I I BAY 1 1 I , BAY , , BAY i BAY 1 I BAY 1 , BAY , , BAY , I I , BAY I ! , BAY , 10'x60' I ' 10'x60' I I I 10tx60' I ' 101x60' ' i 10'x60' i i 10`x60' i I ! 10'x60' ' ' 10'x60' I ' 10'x60, ' 10'x60' ' VEHICLE VEHICLE VEHICLE { VEHICLE VEHICLE I I VEHICLE i TRAILER VEHICLE VEHICLE TRAILER 1 i 008 114 -----J 010 075 10 J 216 _ - - J _L - - - - / ' OOb I _ - - -. I 27T , L - - - _ _ -...... ...-L .- _.__' -. ..._` .- -..._J .- STRUCTURAL STEEL COLUMN I I I (TYP) 2'-0' i - 120'-0" GENERAL NOTES: 1. EXTERIOR END WALLS: LOWER WALL: 48" HT. 12" ARCHITECTURAL CONCRETE. UPPER WALL: METAL STUD WITH VERTICAL METAL SIDING @ BOTH SIDES. BUILDING AREA FIRST FLOOR TOTAL (GROSS CONSTRUCTION AREA) 7,200 SQ FT 7,200 SQ FT 3 (1 D HELIX DESIGN GROUP, INC 0 5 rol 7 CONCEPT FLOOR PLAN 8 LAKEHAVEN BUILDING B4 FEDERAL WAY, WASHINGTON REVISION DATE ia 10 11 41 16' 10 CONCEPT FLOOR PLAN r` \7 0 21 8 NORTH SCALE: 1/8" = 11-0" A B C D I E I F I G I H ( I K I DATE JOB NO. 09.24.18 a 18-069 CONCEPT DESIGN CITY PREAPPLICATION A] 00 WHITE DRAWING NO. ©HELIX DESIGN GROUP, INC.: Al rights reserved No part of this document may be reproduced in any form or by any means without permission in writing from Helix Design Group. 1......... ISOMETRIC VIEW - SOUTHWEST rol I a� L Lt_ Lt_ co rn Q 8 0 6 C 61 O S N Z 6 Q Z LLI Q a C LLLI S � O co 9a � V LQ w O Q- O a_ > u.t Cz / a o Q N Lo Lo " N c N O "" 10 %'~ F ISOMETRIC VIEW - NORTHWEST LU —J - a_ u- OMETRIC VIEW - SOUTHEAST ISOMETRIC VIEW - NORTHEAST I design groLap \� 1 AMERICAN INSTITUTE OF ARCHITECTS 3 O D U HELIX DESIGN GROUP, INC 0 Jc 10 G010 WHITE DRAWING NO. ©HELIX DESIGN GROUP, INC.: All rights reserved No part of this document may be reproduced in any form or by any means without permission in wrifing _r_.....1.. _ E L._......._.- . 4 5 0 CONCEPT 7 FLOOR P1AN oI C2' � o� �U Do BUILDING AREA (GROSS CONSTRUCTION AREA) FIRST FLOOR (E) 15 000 50 FT SECOND FLOOR (E) 4,e00 SQ FT 50 FT MEZZANINE 2EE) 480 SQ FT LAKEI IAVEN TOTAL 20,980 SQ FT 8 MAIN CAMPUS 8 BUILDING B3 ABBREVIATIONS: m (D) - DEMOLITION LU - (R) - RELOCATE <o (E) - EXISTING TO REMAIN (5) - SALVAGE FEDERAL WAY, WASHINGTON m m E REVISION DATE m a- o _ w i a m a6 9 _.... .... ........ _._.._.._.._........... _..... _._. >� O , DATE JOB NO. 09.24.18 a 18-069 LU CONCEPT DESIGN i- CITY PREAPPLICATION o_ w a i n �Q 10 Al 00 10 4' CONCEPT FLOOR PLAN - FIRST FLOOR �16, Nv 01 21 8 a / NORTH SCALE: 1/8" = P-0"CL WHITE O J J . LU X DRAWING NO. _ 0- tL `JHEUX DESIGN GROUP, INC: Mrightsreserved. q g I C I D I E F ' G ( H I J t isdocimentrwYeer a edinarry farm or by any meauKittwut permusion in umiirg from Hera Design Group. A 2 5 0 0 B C D E I F I G I H I I 02 T 04 05 06 07 05 Oa T 250'-0" J I K 1up design group N O AMERICAN INSTITUTE OF ARCHITECTS 3 HN �M OBVIMISON HELIX DESIGN GROUP, INC B D E F I G I H 1 Flelim design group %i 2 ��•€` wu AMERICAN INSTITUTE OF ARCHITECTS ; �� ttftrrrrtr .=.�-�-�� ✓ �.��" ^.�. � a �3 t ?tiliit'�� ' ✓ /'f' x:1,..' ,!' ',✓r//.-�,%%" `;�`„~-:. `\ „`�„ �`:;.�. .� ; trtttlt fi5f - % � �. / '/ "/�''� r' ✓"" "*�\ l ^""'� 1 ,'VF"�- ............. �"\ ^^`''`^` `.^,�"� ��```., \ � `L `1\;�} i� i t i ii'itg t ii 32 i £ s' ttitit Ittt 1771rt �f /X �,r.✓' ",'" .✓i^,.r ^.,�., �.\\`^,`�>Y�� ~ \�� t �ltitltt i t tit fat 1.� � i�/� �",r"✓�"""� \'°"" ��'s � � j, Tt { 11 11 f /% � �� ,, �.,,, �r ,,,,r'N„o �„�.-�.✓ \\^^ `"",�.�„�.^ ^ ^a.-,^�`..^^ �'`�`'+ � `�.`� � �� ^^"'.� ``,_' rlilrjjffff,lttrttttr,��.�'' � � /✓„ram %,,-:-�""✓%✓'�� "`�'^`:`,`..�;�.`�.^ \ �zz tt{{11 ] r trrfrl ';%';- r " r; r'` �r r•r ^ ^^^ ll, <jI€ tjTr{rt tit{trt / � ''�';;S'r!/,✓","";�� ^.�\�^�'^^^^" �`•a� � \� �� \\ ?t�'�=�li� �i}t tt �:`:iJi i 1tiltittttttr r � � ,- ,%,..-"y;'.',:�:",.;%y"r/ "-",'✓r'�:`.�✓ ^�.. `... �� \ � �?�:II } I - p t r �)(i T- � �� "i'��;," ✓' ^'"" ^ y�y" ^"\. ^^-.ti.. ^ ",ti� � � vi=t I �i i �}}it� ,.w /)t } r t 15J � "'.f.,r'rr✓",✓ ,.,,^ `.,,."^^ `,�,�^ �:^�^^. �::,, "�.: 11rr717Tfr[/ ,.✓'%'"'�=;%'''" � „��.,': �"„ "„'��.. �^�� `^: �� .., jtlttillt2} _�; �3� :� i HELIX DESIGN GROUP, INC ¢ 3 rrtil j( jJ({#it t11F f i �� 1y' ✓ ^.;ti;,'.,� �^"e,. ^y�^. "^ '� � � �� iIi}t i}�ii Stii i tij�:F � t �:�' :ii I#tit�ftt FFiliiF £ttt.�% � /!. ".r' �'r',%":✓ ^e.".y'��."^ "^^., '�^ti^^. `^^ � \.� �\y litilill i}5zi}11i Sjx. E t �-s;',`•� I I .1F tt if tts 3 / 1� / "/"s�,'.;,;i',.;-/ •t 'i rrt, \`."^ ``.lY� . iiiii tli 1 frfr,tir�,�":``'`Ili} #ti t111Frirft I 'r' ;,:!;%,i%,,.%,�%•'rtiiltlt ,�tt7fiFI51i1t�2 } lt� �� "'�f l',�.//✓i ,,/ i�li, FFfJ '§ is F£f£t#i3rr i t r. i:'i, i}II}II Il};• dFffirt r: s3ttt ``ti .'\^'°.,. �`ti `:�."..... ^`,. �...� ♦ }}}i € rl tf t#i Ft 1 r �� T}''�J ". :.-'.!�✓ >i i12222 ; tFf T773 t3. x, I Itrt � � ✓'r:'"" tit I Fttt to ��",^, .� ,. ",,,� •. � � � �titttitlt I..:./ ;;, tt Ff {ilrt 11 F7 � " "%r',S� \F tiff{tTs£ttt ;T ltttiiti i ti r I1ttP� � ✓� I Y rs tst fit7t ? .. `^. � � � 4tittti I- - '�' �.��, :.�� tart. � �✓ � i � :;-""^�' � �i tills i� ttal)I t j lrrrir�',�^r``�,�`^�^^ '�V` � � ��1 i �,,}lilt iiirt sl fF t}th F} f i�i}}� �i '; Z7T \i Il t t �s t.£ SJt lfrt{1T,� ♦ � �� .�1 � I ':., t£ir£}7tttt rt't1lpt f � ��/ /.ltililll} t tiit?i l � s r 1 � rfrr7ruurlt_� \ ;} � 12 Ilt tl }t � ai. f � ? f£3#3##iT3 i✓ � ��Ii�ii }� 111ii tii t t i�. I ;I � iJJ ri (pl )l i1 {JJ1t�� St 1iS}i2 1 �}�. � � jam"%' ti 3t#rtt t I: F3£tt� .: , F Ft#trirf, � � ��' itttiiiti�. i I _ Itiil it 1ur11r l - \::i �:f��` ,�I,r .3Jgtfs iFs� FttiF1£f1ti3l,1{3t1titii1tlirtitJTittlirtTtni?rtttt3tt,ttif�ttrij. it tt,lnf`i;,t ,i�i•;i�,t;{tyi{l�t}iji� �} i� ti S 4OSittttt€itiitiiitl2.l�}€ t :� _ t€{€' j �'� �j�;Yir�'t.�, `'� �? ''` �;I :l€Li: ij)„I �.£3ir'r.lj i1irl7;tlt (fttt�fttfi1ljj1{t!!!)7{tF \y1f�fI�1FZF�tFFtttPstltf:itttttftt � III i ;1 t lI iii }�1��•til tttitq lt t itS1ti}tiiititt5ii 22 t}li li € ,r i 44 i iffttrirlrltftft tttt tt rl rti ial}i ziv v I. '"' ))j i �t'1�t1 it 1 € € [ t t }}, ,Ij + '�4: .+� tt �F 1 iftt tt• tl=i 1 /,., `�. `it : I,rirtiatt}tt} r ,tFFF iiSS } wr€ t tr tt t7F jj -� € ,1f1Fi [( € j.6,'' Y�S I i}i ,}[jE G' z ;� / ro j' a 5 ISOMETRIC VIEW - SOUTHWEST �1 ISOMETRIC VIEW - NORTHWEST F 6 E 0 PICTORIAL 7 VIEWS ,.4\^„ "'.'^�'� y„� �\.,\ \ � `l\.� \StSSi}ii �I t�tf=v ( �� ^�: X _ __FFt 11117F11 I(rt iit%lt✓c//�////%� ,/�/ � �.^� ��r✓':'r N"s.'"",-'r' -•a ,� � �;`�.�^ \�� ?l�t {1S Si SS.iE t � F � �;`,; till rill itt tt 3111f�/ � � � r' �,r�„�`"r yw•� �. � � `,., \^^ � � S t S S v i i i l3 r \ ` F t t',-' �� ✓F;, •''r/ \^^"'^.^"` iii 1 t.t tFttff7llt pjJ ✓ - ^ y„~` by"'•.` � �ltiit} 425' �� r f{1 3ttit pt r 1?!t � / J �w N .;y "`•'^�^,�ti_ ,.�\;} StSiii=}j} -! „ lirttttftf Fr111 �/ SSiIi11111121v{��}iil `^ � tits ill` i= SSSt t ,/'' tFlt Frtttr s F 3Ff .#t;; ;p tFF tt 'u}tit t tIt t.,t '2 T tFtt 111i#1 �iii�°ii tits s ft t tf3f 11. �t LAKEHAVE N ,.\�� ' ttt It itii{ S�Sti } ^\,^ [tit2�2 /.%' ,� tF�t rtt tr { rtiF Ff3tt 77111ft�� ,.'; w• L Irfttittiltrt ftt, trtft tit tti ll MAIN CAMPUS / .`^ i lilii}ll Ft##F{;t1r1t11f(tJ 8 till f Iit?tttttttttp{J = BUILDING B3 � \. \a vj iSSt S}i = tiS �` Si� ��'�'/'' t tfrtT It 11f I�f'� '✓�' >U Milli ��11}}ill ii;ii;iitl Ei: q t tff/t tt{itittt tt ,+"',✓`✓ .ter, E i ti }IS ;iv � {{ S 11 �•} ;v itt Stiii} E �'�� ii }1 t i ti t € .:.;`:^ � � i •It li Fi#r#{ s t Ftt a Ftf##st I..tttt tilt ,yr, .✓/"r':�„s„ Jr## r '"✓ r FEDERAlWAY, WA SHINGTON � ,- t ttt ttt � �: J t t ltlllii„ ,r' ``��.. - � CD E r. r`�^� t tt}liS lit tt SSS ,itrr ^ \�,�^• t tttttt itii tS l' 1 ^^a. Ili tii tlJ tF� � �� t iiiiiti � rt `.'^„�^ ^,�° ?� �1 5gqty i,i ✓„ - ttltllli l,tttttl .. y, 1 It II Jllil it It t! A� . r"' ^""'r ""�..�,'•-''%''�r✓• ;"';:.; { � i Il1t1111 ✓„r J f,,, ' ", - ,ttltt{I t{ �t 1 J �;/�i�✓� / r✓ ! #7 t(tlti s"� � ✓ , ., ;ram ,.4. i� REVISION DATE - "9 jqp ttt 17))I ^`..., .. i. vt tilviv ti j ,f #Jjlf ttt}}{t°1. tw-�, �"t �\ � 5}tv t i, �t \� llllt 1. jr 11' 77t�if-''"✓...- „",,,-"`,!� ....✓�,, Ittit llJ rt a��f� f^Tr �`,;�✓' ✓r^:-"".�".-� 'lit { t ✓✓ i ii v. � i v i � v tt +rt ttttit-J r'>- •.` '.��``,�, � S 't1s1 i tt 7.tlt rt% 1, �a,ti } iSl=tiy � i 1! .✓` i t � � 1 13ri 7Jl, i. tl Tt, � t✓�. i } �v } q4i s d Z a € � t{( ,rt t ,ate, , il2•t�i i l t d t.Jtt J< r (t1 tttif T '�. `,� tt�tt s�i':��c�F ✓,l+r;ri � ��FS; t t [[ q ��, !. .ltttt 1 � �✓ }} I \�; '•f t ittttl { � fi q� F ,.vvvtE y[[( lips jj{1j7l flftj,� j(C;>. LL3.-1 � 6- Q /yam v ii l.� € €7 :s. i tIt 1 t S�.t tt {i �.�.� � / ) �I. � 1t)t )!}T1 1{ �v SSii sr )) /}( � � :;;�2:° a �\ ['� �'„... qi� � S vi'.S Itllli tt it t 1 t ,i,i, t It {t .till j .tt?tt Svv t i , iv.; t {i � } s. 'j[;% - w E / :: I s .€ Itt 1 1} ji tt t - I.I t rf rg._._.._. : : ......... _.......... _.... _ ___ ...... _._......... Y - t' i i tt.{11 i tit' St {t 1 sttjt ti: jam��,c �•,_ tS ,Sv2iit i : i Z" 7"1" . . . ....... . .. . ... . ... o i j i E. e i z z Fri DATE JOB NO. 09.24:18 a 18-069 o CONCEPT DESIGN CL F CITY PREAPPLICATION w a a o N� 10 iO G010 6 ISOMETRIC VIEW - SOUTHEAST r �`� ISOMETRIC VIEW -NORTHEAST oQ WHITE DRAWING NO. a.HEIX A M B C I D I E F G H I K DESIGN GROUP INC 4rgntsreseryed. -'apart aihisdo:,,meMmay bereproduced inarrj lam or by any means without permission in writing #am Helix Design Group. 3 5 02 c.os_ - Ij 0 6 a LO Q F.O.S. a H.B. a D 0 ELECTRICAL PANELS 0 LO l �o � - o LO 1 I I FIRE SPRINKLER RISER ASSEMBLY r I i K I� 1 �I�lix design group -- -- -� - --- - --�-- -- -- -- --�.- -- - -- -- �- -- -- 03 B B f B s B B E B B I B B I B B I B B B BOLLARDS `TRENCH DRAIN l �— 24'xI6' SECTIONAL DOORS (TYPICAL) I (TYPICAL) (TYPICAL) I I LAKEHAVEN 8 MAIN CAMPUS s I 0 24 a B00 UILDING B2 ca 34'-0' 30'-01 I 30'-01 30'-0' 30'-01 30'-0' 34'-0' u cY FEDERAL WAY, WASHINGTON a BUILDING AREA (GROSS CONSTRUCTION. AREA) s A B C FIRST FLOOR 19,620 SQ FT REVISION DATE s 0 TOTAL I9,620 SQ FT c a N 9 ---- Y �� 9 Q - ........... ........ �. __.....- -- ..... - ..._.._..-- ........ _. 0 ......-..._... --- ---- __ ....__..... -._.......... _....... 6W 0 a DATE JOB NO. 09.24.18 a 18-069 Lu CONCEPT DESIGN a ♦= CITY PRE:APPLICATION w a Q Q N rti � 70 10 A] 00 cv .� 1 16, CONCEPT FLOOR PLAN 4' w 51 NORTH 0 2 SCALE: VS" = I'-01 d WHITE DRAWING NO. �, OHELIX DESIGN GROUP, INC.:A riots reserved. Q w /-� ( B C I D I E F I H K No part at t dociument may be reproclucced in any tam or by any means without pemxssion in writing from Heta Design: Group. 2 �rt AMERICAN INSTITUTE OF ARCHITECTS 3 HN RE ONVERIN HELIX DESIGN GROUP, INC 0 5 6 CONCEPT 7 FLOOR PLAN M. 3 I 1.1 144 E A .... " " "I'll -� - , - ... ...... ... ... : , ... .. :� "', I- -;��' -1 - ' ' - ' "-I'- I,--,-,- "-,--'� ,- ....... - ' ` --�'- ""z/" I I I/ I I //,., I , , , I I / , z "', "'�/'/ / / , '�/ '/ z / �:" / / , / / / / '/ /z / /�'/ �// / . --, ' '� - "' - , I I " " -�,,,-,-,�,,,'-,,�-,--,,�',-,,,, / / / / , " �/"*" " , / " I / , / I" 1- - --, -"',---�-'� , -- I , , � ...... �"'." - " "I I I ""'. - ' �/ / / / X "'.< ............ �--'- - - - ' - -.- " , , , - - / / / /"/ � -/,"/ / /' I,--"- - - � - 11 �-' --"':"'- - '--"--';�-- � I / / / X / — , '1-1 I" / / / / / / / i "X/ / / x / " /�/ /� / " / / , / /'/ 1// / / / / z , , , ---;--1�"-1'-- / / / / / / z' / / �// � 11"I-1-11, '-,-'-"" / / / / / , - - , " - - , I / , '/'/ z / , / / / , ". "I'-1. '-1. " '�- - , �'- 1,111-1--, � - , � � ;,- - , , '- ' I I ' / "// /�//X/ / / " " // // ",///// /' / -- ' ' - , ;,--,'-'',� ... ... -�-'--- - "-"-"" -1"---, / I " / , , , , / - / / / /'/""�'// / / , , - , I *'� -/,/,/, ' / / / I /'/'/'/'�'/ • -1 / / , / / , � " I— � -- I / / / /,''',/ I , � / , / / - - , , x/ / /,/,/,/ "/ �' �/ / � / " / / / / / , , / , / / / /'/ " / "'�' / ", I . "�"'�;'--- "- -""-'-'-"�'-' 11 -�'-<111:1111"- . , / _ -"- " � "I 11 --�-'-�- / // 1111-1�, / " -- ........... ", , '- 1 ...... ,"- I -""�"'-" " - - , - " , " �-",;','-�-:--,---"-,-:,---,-,,- ,,, � �'---�--- '�/ I'll-, -"-""'- �' , , I/ / / , , / / , / / /,-- / "/,/// / ' , I / � / / / / -�'/ , , , - ...... " '_� "' � / " I " / "�,---,,-,,,-,,,:""��',',-,�.,".,,� �;"-",-,"",",-,,�:�,,","�",5",;,I ...... - -- /,/,,/"/ / � "I '� , , "", , �/ / / / - z,/" /I I - I I I ///',",,,,,//"// T; /'/ " ' /" , / n �]Tl ..... "I 1. z 1. I �/ -� " '/ , , , / / , , // z � / � / / 'x " I , �/ �' x1 / / ./ /'/ ' / '/', 'Z " I I ,-----, , / � �//"" "/,/ , / / / / , / / -:",-�','-",',-"�,�-,,-,�,,",,'�� , / /I / , / / '/' /' / // /'// / /,/"-"// /-// , ��'/'//'///'//// ��'/�/ / // /' // // // / / " ' / / / I / - ' :': , " / // , / / " / / - /,-,/ � , , ,-,X,//-" , , / / 11/// /// // I .1 / / --� , / , /'/"' I -, / / I "/"/ , - I 1�111�zl' / / 'X/ " // /' / " // _1- , _ / / , / , � / / _ / � , - , ,'/'/' � / , // / � / / /'/'/'/'// , - , - , / , '� / � / 1��-I'z'� �// 11� / xI."I� / / / x � / /"' � " I , / " , / / / - % / � -//� --'� � -'-'�"/"//�/ //"/,//'// - , ....... / / , , , '� I-'// ,'I.�1111�'��ll'I.",I,l�111111111,1,111111,111IxI� - - , � �' �jji:�::�z � I I , / " - � , , / / / � l , I I / , "/,/,/ '/ / /' '�/'x Z � 1-1 / ",/, , , ,'�/ '�" , � / / / / "/�/' /// , /" ;.. ' ' � x / Z/ , '///'�/ X� / // / / � � - , . , , '- / / // " � /' //'�/ �' / , // // /' " . - , / / / , , "/ / I / / ",'/ / / / ' , , / //,/ / / I / , ///--"�/'-/////' .. - � - j 1.11 I . , 1:1 / I , / � /'/ / / "// ///� / // / /,/ / '/ ':� / / / X'/ �"' " I � / , , , I I � I " � , / / , , , , , / /-/ , Z'/'/'/'�' I I / / /'/'/'/',, I " I / / , , / � , '� / - - - , z , , /' / � /'� � - / /,z '/ '� �•� / / / / '�'/ /' �/ / / x , X � '/'/ / � 'z -1 ' , , , -/ , - - '� '�- :�: / I , ",/,/ , , I / / / / '/'/�' �/ 1, ." ", I / I / / , '/'/,, I , , I I Z / *Z " / z /' I I / / - , , /'/ "/,///,///",/ , ' '� '� , ' 1, /' / , / , " / , , , , , " , , z ' / "/ // ' / / I / " , , // " '/1 I I / / / , " / // , I,/ / 'ZZ -�' -, - � / , , /�� / " / / / / / / '�/ //� / " / / / / , , �'/� / � - '-----1- - - " 1�1 <� / / � � / / / / / / / / / / � I , '- / / / z // /" , '/ /' // /' // / / , '. / /'/ / / / , , , , , - .-'��"","-"",-,",-",',,-', '�" , 1. , , / , / /'/'/'/ ' / / / / / /" '�""�/� / � / / �"" , - 1'1� 11 I ,',,Ill,�1,1,zlllz,x"x��,�/l�ll�x��IIIIIII'l",Ill,llll-,�l,�,,I ' �� , � , " , / " /'/'/ '/ " ' / �-/'/'�"'/�/�//'/ / '/' �-/ -, �' , / , , , >' --"-, .. / '/' / / / / ,/,/, / /'/ / , /"' /"/�-/ � / / " / , //// / / / '/ , - ' I 1// �'//'/"/'/ - - / //' /' � , -� / / �- - I , I /' /////�' / / // z / / � /'x / , z , " ", /' /-�-/-/x' , / /"/ //,/ "",/ , 11'; i ... I / / I / I /'/'� / , , , , , / / � // . . . / /� �/' x ///'-/"�'/'/ . � , / � I 1�1 :1, ; , , , , / / , / Z / / / 1� , /'//�' / /'/'��- " � , , ,,, , , , / / , ,/I / / / / " , / , / , I '-� : , / / , , , / / I /' , I I/ //1' /'// / , / / ., "I"/'/ , '/ , � , " , , ///" z/-z", " / /' - , I � '-, � "// / / I / / /,//',', I I I / z '/ '' / / , / , �'/'/"' � I ,,, ,/-/-"/",//// ,/ "////'z'I/,/ / , " �' / I � - / , / / " � z , '/'/ / / / / /,/// z / :j �"I, , - �� / I / - --"'--- � �' .- � , / z / /'/ '/1 � / / � / / x / , , / , , , , , , / , I-/,/,- "/,/",/,I I- I " , , - ': i r- '�' , ,-,,'�l'I"""I�l�l�z�lzl',I'z',',�,�l�, I I ',///, I 1, ' 'I, " - / � /,-/ I , "/,/,/, / " --:"--,'�,-,','-,,-�,,,,�,-,,,,,-,,�,--�, '. � ' I / / / /"'/'///� / x / /'� /'/�'�'/// � / ' . , ��:� i�- I , ' ' /, '/ / / / "� ' -- / / / , / �� / / " '� ... -, �- -, � // 'X/ / / / - - / / " " / / " , , " " ' , I I .1 � �'�" ", I / '� / / /,-///z , z' / � - , '/' '-�/-/-/' ' / , � / , / " -, -�'-' , / / / / " / / � / xzx�1'1' I I " "//",/,,/,,/ , , I , , I I I / /"','/'�//1/1 I / z / / / /' , ' ' I - - , , , / ' � "-�'� - , . . . . // /' '// z"/",/,z, / /I , / / . -- �' ,',/' I I I / / /' I I / /� , , / / / , , z / � -/ , , , , ,/,//", / / - , / / / / /,//"/, , , , / / / 1, I/ // / " I � , -" , 11 1. , / / , /I/ / z z " " / , , I-z,l,llzllz',,// /'/''/� , . I " " , L. `� "�"' "i 1:1�ij I '_1 - 111//// /-/"/,/ /"//,/,Z/// / // , / / "/'/'/'/�'1�"// / / , / i I , "� " / � "/, , / / / /I / " ' ' - / ' -11' -- 1111'�_-'_ ..... . �� , / / z./-/-/- , I / / " "''/1 " X z /' ,','/' / / I I / - I , , ":�,"I"',-1 I I ,/////'/',' -. "', '111 ", - � ... - - . / / . . . . . . . / I - / / / / / , / Z'/"�'�'/ / / / /,/-,-////// /'/'/' ' � / , .... ..... . '- I I / z 1'1'1'1z /' / / x / �� / / / /'/ , , " �//�� / �'/'�� X - "/,/,/,///"" J:ii4JE � 1� '�"'�' - ;i -., , '/' / � , :7::);:::::: i!�-':::!. 1, I , z �' / , , /'/ " // / / I "/'�'/ " /z /'� I I / / " " -/ " '/ '/' - /� '/ , I ........ �Z'zl ,/,/,// - , , , , A I I � / / / , I I / � " 1'1'1'x�111111 � � � / / , � / / � . I I �. / / ,/ / / / ' / " /' / / , , -/ -, - , / /z , / , / / , ��' : --------- �� " / ' ", ""// / ' � � / '�� i � ::::: ;;. Z�,� '�' �zl x / / " / /-,/ / z z /zx/ I" . /z / x /'�'/',//"�/// " , " A , , I I / / " " W111ii,�- / / I "/ ��"�// �/� � / � ,/ " i�:� - ' ' ' ' I '�'�i� /'///-/�"/'!:i 11 I 1� ,,, / , /",// , /" -.;. 1-1* I I :11 I � � / / ' '/ " �/ � / / / z / ' � ' � � � / / / / / /'/'/' I / / / / .i - , -'.'g� . , , , � , / I I / , i: 7: � / // / / � , :,'� " �' , �Z '-, :� I / �' , . I I � Z � , ,/,//////", . . . . . . . . , , / , , / :.�:It' ,�:n;�!i;�H��i��:� :�:� 11; I � / z / "�/ / � Z , , , , / / , " ...... 1. I I , . z , , — 1;- I I I 1 � Z�Z." I 11� , ; � z I / � / / X / '/'Z '/ // z / , , / �' ' , �' � / / , I " '/ - , , , ;'11 11 �, �:��m / I / , , .'iz: I -.1. , .. I "� � i �j i i 33 .1, � Z/ / / / " / / '/ // / / 1 �q1::i�;zlj!Nz:,, -" - Ii]�:�i!il::i�." .. I / / , //"/"//// //' .. . .1; , = 1-1 � , ��!j I 7 //,, / / / i�iii�i�iii�:l��i��,ii�lli��ili�i�z!�::�� 111. . '<' '' ' "I \"-� jjl "- " ;1 . . .: � ,. ; ..... �-""' ' , , I'll, , , , .'. '4 �z � � ;' "� � �' ' " I '� I ; - , �� "I , . , - I '; �'� I , : � � - 11 "I -, � ... , , , " I I I , 11 '� , " I ',e I I " "', - — i G 1 14 . 1 ; 4 1 1 /,--"- I!-- , , K / /�- 14 1 ,,-,,5 — NORTHWEST X-/A-1 - ISOMETRIC VIEW —NORTHEAST - I ,,t --,. ISOMETRIC VIEW I , "'. ,I V J, " " � �/�' \�---Z!ex-/ , �� .-----/ � — -"'� - I — I z<� �,:>-� -z� ,:- 11 -�- , - : . ....... .............. . I" - - -- -"'---'-- - -- ,--,-'---",--,�"---�',,-,--',!---,�- --, "', -!� ... .. .... 1-"'11"-1' - ", " , -', - " ' ' - � . ..... - 1---, " �' - 11 '��'� --'- ... �'-'_'-""-""� ..... .. .... -- � , - -:,---z 8 . I- �"'�-'� ........ �''-�",,,�',,,'�,,"-,"""�,,� ...... � ... ��-'-'-'- ' � '-'1"-11'-""11 "I "I - -,,,,,--",-,�--�,,�,",',�-""�'�-,-�— ,, 1--"'--'."-' I - --1 - " � --. " - - ....... '','�"-,--""",""�,,-.-"""-�""""-""",-�'�ll,�-,-,-,,,,----- -- . 1111"'111"'- � ,,'�'�"-,--,- in -�,�-."��,��,,�"",��,-��"" """',--, -"'-'1'�""1"-"' ,,,, " -, � " " . , — � .... .... .... , , —, --- .'�" -11 11-1 ,-,,I" -- -'-"'--11'--'---"' - �' --- ---"'---"�- -'----" - ' -,---,-,,--,,-,---,�-,,--,-,-......... '--'-_:>-1 - 1-1 - -1 I ,,,, U- - " -" '- --" -"' - . .... .. � -�-'11-1'�'---1"'------ ------- I , " I ! """ C11 T�"— , I i T E: '� I � a- �" � � I , \ " , \ - I IQ '� : , I , 1:? N�1.1 �O � , � �' � I c " � ' � 6 = -I- z W -V U I" LU .-I " ='� � < " 9 � � -� Uj I-- , v- S-O " < , co U-LU I , U- "'� U- '�'-j ,D � � D tn O f-- U ,:: W 3 W 0 � Q� 0 n W 1,- a- 5: W W � L 7- 0 < I � 'O W 0 (", � A .1 � C14 , - 10 Z 0 SL - I I- . . -0I , -1 - > , ISOMETRIC VIEW — SOUTHEAST 1/ 6 , -I/7/E = --. ir- < f-- a- 0 LU --A -J (L U- L 7 A I B I I i , , I I --- - , , -'-'-�5;-_--'1-�'-":1"-':-- ":1'.'""': - 1 .............. .... - , ' <""-� ......... - I " I " 11 -11 ..... .. I I ......... ...... .. :' ........... _ / "-" -•/ X X-':--_- ----':��--'- � _- �' / x -'---->- x , x I I x / , " X X I X ' ' /'," , //"/ /I I '/'1-//" , , / , / /�' , , /' � / / / � / , -/"-'- /'/////- I I / , , I/,,,- - - / , "//// " I I . I / /� , - ,- , , / I I , , / , ' - ----- ...... - -,'----"" "-""--""--"'-""--": ... ....... �',',"'�',,,-',""-,-"---,-,,�,,, ' I � ' ", ;-""-""' " - - �' - -1 ... --l- - , / - z �"/�/�" , / / , , '- ", ". ',�- - - - , " "",-"�,,,,,�,,,,',,-"""""�. ' - �/ ,-��--,:,---�.',---,."-"::.-,.-�,-,-,',,--," - - �' , , ,_-,-_,, -- , , / I , - --"-'---"."-- � I . '/"/-""'/ ,/,/", . .. . . . . . , , , / / / /'/ I / , " / / , ' ...... � , - , , - .;� , I - " - --'---' -'�. ""I,""," - --, "'- "'---"'--�'-""---:'- - ,,-,- / . . . / — - " , , - - - / I , / , " / I 1 'Z , , , , , , � , 11, � , - . . . . . . � '/ I / / - , , / , 1, /' - - , / / '//� - "-"'1""-' - - - " "., ', . ,,,,�',',,,�',','�--":�--�""-""- -- -- ".1 , _ "'-"'-"-"' ,,,,,, . . . . . . , , , , / '/- . "'-"-""" '- '-'� ... ...... - -", -'------' -, -,"", .. .... ,_--------- , , �"""-'- //"/'/1'�" / '� , "-//, / - - " -':-'1' 11-1 '11, - . .... ... ...... � --_ � .... . -�"'-'--"'-"-'--' --", - - I I ,/ , I•' ' , " / / - I 1/1 I "-,',',', " , , - -,',,"�,',',�l',',-":�--_-,',--,',-�',,'�-�,�-,--,,--�,,-, , , , , , , , -,- / , , , / , � , , , , , I / / ""// , , "� "":::, - ., ---� ... I , , , , - / , , / / / , , '-/ -/ -/- , ,--,-,- I - - // '/ //"-� - �-"� -I-I-"�,-',',-','�-,;:�, /' X - , '/ � / , ��'�'�z� z x��/��//�� x�1�1�z / � � / / , �" /Z / / RIHM / I , I � -'-" , ,I,- - , , " / , /'/'�' / /' � � "/" ""/"/ /"'/�'/'� / / z' , / , // '/'�-" I " , , � Z /'/� , 1/1 /// . - , , / I I I , , / X'z " '� '/,,;; � / " , / '/ '/ '/'�' / z / / / , / z z / I , , , - - , , - ... ��'-:":---:�-'�' """" , , , , , / /-, , , " /", / /"" / - -- "" - - -, ", ,,, "'. - :�---� ... �'--�: ..... � ......... :�' , '--� I - '>1-11 ". , - --1 " --�--- --- ��',�'� " , , / , /"'� " . - . , - I - - I . I X X'/'��X�'-�'� � -,--'--":"-'�:-'- --- . ... :��'---- �,,,,',,,""-;"-",,". " - , -1- - 1. � ' - - � '--"�--'--'--"�� "'-'-'�"";_<-1' - - ",- 11" - -1 - -- I --, '- '�' , , � �� I �'/ / z "'z� / � / �'/'/'/ /� Z � / / / X / � , " " ">-"--� - ��---""- ,,' '�� — � ... .. �'.' , , / / / , , - - `� : I : � I - I,-,/,,,/"-,- - "-, /' /'/ 11, / , / '/1 1, / / , / "'/ z '/'/'//'� � / � / / '-"' --"_--'� ........ .. ..... ��--,�'-' I . � � , , / / I / , - -, , � ----�--�" --, '-� I , , , , , , , " /' , I / , - - , -� - '�� - - , . - . I / I � � /',',',',� z � "/ / / / , / /Wz'�'��1�11 / " / / �'/ x �'x'�� / / � ---'-��-�' - - '- _,"""', - ;- - �� ... : ... .... - -:-5--�". � - - - � , ' - �" ':�:' , - - , , , �- �X"'/'�'—�//" ,/*/",/,//,//,/,//,/",// / '_ """,-:"-",�,-',',',",--"��,,5,',-'�,,�,-"-� .......... --��-�'- - - "-•'- " - , -,-x-11'."- � , , I 1'11��11�-I��x " / � / / / , , / --'---��,---"-,-,,,,-- , "// //'�///// , //' X/ � / X - - �' I '�- ' , , " " ''// 1'z'�'I� I I � / / � /'/' , '/' , , , , I I I / - ' -'��--�""-:�':.� .... ....... ��_-"- �"'--- ", - " -"- , ---�-:--"" I , , - �. - , , , " �-"---:�-�-:�-��-- -:�' -�' ", -'--_'-'�.5�"' , , , � �'/ / / 111-, � - � I / , / , " ,,, - , / / '/ '/ " �/ " - /' / " , / / / / - x' - , , , / � / / , / , - - i I '//' , . , - - ' I , , x /'/ z'l'l '/ / / " � , - -'� ......... �,-,,-,,�,---,',','-,""-""---,','-',"-,��--:�:----,---,:,--"--5::,-:""--,'�--',',--,: - - ------ '5':�-- . I I , / / , , / / / / / X , / / I /" , / ., '/ , ' ' ' / / '/ - - - / I / � , �/ / / / X /' X / � '-// � / / / , � x / , / / ,,,, , , / x.1 �'� /"� -----"""- -�'-' - - - - - - - , , , '//-/"� , ,,/, , � � , - ' ' ' I �,,,;:--��,,,,,',,-"""�-,,',�.-:��-:-,-"-,:--":-:"*:---��,.-,-,,,-,,---:----- �!� '/// � "",/, /,I,- - - '- / / / "/"'�'/'//'�"� - '- - -1 - , . , - / / , " '// / x / z z ��'/ �/////,",-// , / / , "/ , -" , , , , '-_- , 'x'/ '/ �/ / . . . . / / // / ///,/ '�//'// - - .-- - - , ""----,-- - - / , / / "/"'�-'-/-' /" , -- -�' - x , x1 -� � / / / , , , , , , " I '-"�-"" -- �'-' , - , , /' / / '�-�- -�:--� ---- ------------ -, -'�< iiifllfl. -"",/ �'/ - ",/-// , / , , , " , , , , ,- . , / , " "-,/, I I / / /'/ / �/ / , " , , / / , / / I ' � / I I .. / - I " ' i"/' " - -1 - ' , I / I / I I- �--�-��- --- I % I I � - - --- ' I , - � - � � , , , , '-, /,/"-, I I , / , I , "/ / , , , , , / / -,',,',,-- -- ��-�::':-""� ' 111,�"- . ' � / /',,/,/// :"- -, .- - - - -- �'- 1-' --- - I / , / , " / �'� / //' , , , , --- --;T- I I � � , , , � , , / , , , , , I , / , , "", / "I , , '�"-"" - ---'�'----:' - - - - - , 15� , " - I , I I / / � . I / " - - -- '--�- - - ��- -----�-'-.-"' I I / / / I /,/" ,,,,, / / / / /'�'X'/ ' I / �/�/ � �� / / ", /'/�'/ , , -- I ' ' ' ' ' I / / "/",// / / I � , , , , ,-,' � I . . . . . . // / -�--' - '-:�<:�--:::5�<�---'.'�- - - - �--------- -- , /'�'�� —/ / , � , � / � X / / � � � / , � , , '� ' � I , / -'--". , ---�--::-":----- :: , 'X/ /--" ,I;- 4iijii / -/-/-/'/- . . . " - lz � / x , / / 1'x'x'l'z� ... , , , , , / �/ //,/"/, ' I '�/ x� / z'1'1'�111,�� , I / / I , I , , I" "�'. //1 z - ' I I/ "/",/, I � � / / / / / X "�' � I / , , , , / , X , ' W --� -�-�":'--� -- , , � � / / / '/ — "///'/'/'/'/',, "I , �1/- -, / X/ � , -1" . '�/"�' I'll - 'I', - , , 1-1, '//'/"— '-"-/'- - . .�. ' � , , , , , , / � , , , , , , I � - I iii�:.. ,. I � �// , / ,�- --l'," I - , , -z - 1 , , , , �' , ,',',/ / // /1"" , �'/ . / / /'/ . . --� -"' -�. I. 1. I , I xl�l"II'�'I'�'Zlll� / // xx /'/'�',�/�'� 11", I'/ , , , � ji ii; I I �i �i i j , I , X �' , / / . . . . . . x ///'XX'�/// � x I / '/ � / , - , x / �/' . / ' - ' , , , , , , '/ , I/ I I � , " . . , -'//"/�/'/////'/' , , I I , / / x � / " �' '//, -- . , ,, , � , "'�� , , I ,- " I I , I , I , , , /' '/ , , /1" � I , , " , , , , , ----' I , I ' , � , I � I � " /, /",/" I , , I � / , , , , , , -- "-Z�-'2 - , , - I , I , 11 - , , � �� 11 � ' � - I'll I'll � , - I � . I / -- - � I- �'- 11 I � I -�-%' z-; ' � I ,- - - -' � � : - , . I 11 I , - 1/-'--:�----, ISOMETRIC VIEW — SOUTHWEST - T.nr7 / — " 1 Y-J-.4 / - I '- / --!�11 C I D I E I F I G I H K No so ki I NPAF Helix cR----:.i0r-i 0rc>L-jjz> \l"', I \\, 2 1�1.lzz- '.��-�' '-;�;'- "- -'��" -'� -111-" (V'-'��'J. - �-,";� ill" � AMERICAN INSTITUTE OF ARCHITECTS 3 RN RE OMMUMN HELIX DESIGN GROUP, INC R ne PICTORIAL 7 VIEWS LAKEHAVEN 8 MAIN CAMPUS BUILDING B2 FEDERAL WAY, WASHINGTON REVISION DATE CONCEPT DESIGN CITY PREAPPLICATION lo G010 ---- WHITE DRAWING NO. r ,c) HELIX DESIGN GROUP, INC.: M rights reserved. i K Na I 1 .4c part of this document may be reproduced in arty I tam or by any means without permission in writirg korn Helix Design Group. J A e C p E F G H PA Helix l IOA C f 7q / 7A OE 3F A400 A4Q0 I 241'-2' I 94'-7" - 10'-0" 50-0' I 25'-7" 44'-0' 25'-0" 25'-0" I I j � f 7F - / ,A400 70-7' I 28'-0' I 2' AMERICAN INSTITUTE OF ARCHITECTS 3 HE �M - - 0I C@H�Vn UKV�@H 02 HELIX DESIGN GROUP, INC 4 5 A30 6 (0(0" CONCEPT oba 7 FLOOR PLAN I I i g I I ' LAKEHAVEN 8 MAIN CAMPUS I I i i I BUILDING B 1 m 25'-7' 44'-0"10 25'-0" I Q I 25 -025'-0' 24'-0"10'-0° 28'-0' 24'-7194'-7" 10'-0" 50-00 101-0. 70-7' 1010, 26F-2" FEDERAL WAY, WASHINGTON m i REVISION DATE ' A400 - OBA400 A400 j� �� OF 4A to �� 1�0)� A4Q0 n i \ r 1 ��400 J K > —r 9.. 4 O J m 0o.—_.—.__._—____.._...._—.. _...—_.... _. I— u o BUILDING AREA Lu (GROSS CONSTRUCTION AREA) DATE JOB NO. FIRST FLOOR w ,244 SO FT a r- 2119 ,117 SQ FT 09.24.i8 a18-069 5: SECOND FLOOR CONCEPT DESIGN y TOTAL 40,361 SOFT CITY PREAPPLICATION a cN Le a a� n PARTIAL BASEMENT (OPTIONAL) 11,600 50 FT m 'v 10 cN �� o A 1 �'�� CONCEPT FLOOR PLAN -FIRST FLOOR 0O 1/8' = I'-0' � I' 4' Lu o w 0 2' 8' NORTH SCALE.1/8' = 1'-0' WHITE a A B I I p I E F G DRAWING NO. H I J K Cc, HELIX DEIGN GROUP, INC.: Mri hhreserved, No port of this document may be feWduced n orry form or by any mews without perrnissiion in writing from NNis r k-e:" (;rrv:n 7 0 2 l C 1�A400 \A400 �400 10'-0' 25'-7' 44'-0' E I F I G r7A � E / 3F A300 t -- ii ,A400 25'-0' 10'-0' 50'-0' 10'-0' 24'-0' 25'-0° I ! 19 7F A400 I 28'-0' I ff� 1 Heltic design grcaup AMERICAN INSTITUTE OF ARCHITECTS HERE 3 WEVERVIK 02 HELIX DESIGN GROUP, INC 4 _( 0 5 A3Q� 6 - 07 oa 7 CONCEPT FLOOR PLAN LAKEHAVEN 8 MAIN CAMPUS i E BUILDING Bl CD ( I W I I I I ( ( [ ! I I I I I I ( I FEDERAL WAY, WASHINGTON m a REVISION DATE s 3A IOA r/ 7A r 3F 7F CA, B O ` A400 D EO4A �A400 A400 \ A300 \A400 d L N a v DATE JOB NO. 0 09.24.18 a 18-069 o CONCEPT DESIGN as CITY PREAPPLICATION w a Q N r 10 10 Al01 I' 4' I6' CONCEPT FLOOR PLAN - SECOND FLOOR v� N V 6 1/8' = I'-0' Q 0' 2' 8' LU aa. NORTH SCALE: 1/8' = 1'-0' WHITE DRAWING NO. I I G HELIX DESIGN GROUP, INC.: All rights reserved. A B ( C D ( E F I G H ! l K No pat of this document may reproduce in am{ form or by any means wlMout pemdssion in wr ting from Helix Design Group. 0 [P C I V I G H 3F >F 2 F G A400% '\A400 A400 10A 3A A rE Q 3 4 5 6 (o- �5 7 m i K 2 AMERICAN INSTITUTE OF ARCHITECTS 3 �07' RE j o �0��0� HELIX DESIGN GROUP. INC ---r04) 0 5 6 7 ROOF PLAN CANOPYj j ; LAKEHAVEN (TYP) 8 MAIN CAMPUS BUILDING BI co LU K E F G rH 1F cn � \A400 �\.,� ` A400 O , A400 �/ ��/ `.. \A400 � �,J CP o - O co :z 9 ZE w �Z'o Ca S 0 CO '0 m '0 t:: rz 0 10 so 11 4- N 41, ROOF PLAN 17//7 cy- 0' 2' NORTH w SCALE: 1/81 = 11-01 ow CL A B C D I E F I G H J K FEDERAL WAY, WASHINGTON REVISION DATE 9 . ........... . ................................ . ............... . ........... . . .... -- ................................... ........... I ............................... . ............... . . ......... .......... ................... DATE JOB NO. 09.24.18 a 18-069 CONCEPT DESIGN CITY PREAPPLICATION lo Al 10 WHITE DRAWING NO. No port of this document may be reproduced in any form or by any means W'Mout permiss:on in wrifing from Helix Des. .gr. Group � '~ � � ' wMcmcmvINSTITUTE cFARCHITECTS mr^�o ` 4 ' ` ' � ` ' ` �� u / --------_----------_-_-_--_-_-------_---------_------_--_-_-__----_-_---------_--_----_----_--------------_-_----_------------ ^------------------- BUILDING D|k]y-~ ELEVATION \�/��'F t^� WEST �-^} | ' ' ' 02 7' | | | | | | | | | | | | | | �� ||||U|U(U|||||||||| ./ �|!'� |�|| ` ||||�../....../uu...../. ^ � � ��T��|�� 7 ^-`~'`-'°�^'` ' ELEVATIONS |4k,�A4\�W ��`'`�'"``�` A M"4|"kCAMPUS BUILDING BU!LDIK]G Bl psosnxL W/n.wAsmmsrom REVISION DATE `co ` ' . ` ' � {} ' � / ' �� ' ' ' ' � ' ' . ' � ............. ... . ........ . . ............. o*Ts JOB NO. 0924.18 o1ue6v' Lu / �u��r/ DESIGN' � ___. ` ' ' . / . �^ _ � ^ | _ Lu orn' PREAPPLICATION Lu � ^ / ' / / ------------------------------------------------------------~ l/l A300 ---------------------------- ." l[\ BUILDING C�| [�\/�-F|�-\k] kJ/-�[J-FLJ BUILDING C�� [�l��-F|/-�k| SOUTH L-LL-Y/�\\i�~�|`« - NORTH | | L-LL-V/~\||\~/|� -^}\^�\J|| | � �'v m�~�� W*nsDRAWING NO. 0 � �� ` F\ �� ` � �� | �� | | | k, Oc 4 | R | �^ | �' | �- \ ' ' ! ^' | ' ' ~°~~fE~^^~~~~ ~NC~~~`~`ts ~`~ | ' ` ) " ~~~~~~~ea~~~~pe^�~~^ft` ��mms�:�v ' .' | EL.20--°" - T.O.B. 2 O N EL i4'-0° T.O.F. 0 0" T.O.B. 0. T.O.F. EQUAL J K 06 07 OS 1 I I I • ]Aellloic design c,�rc�up i AMERICAN INSTITUTE OF ARCHITECTS HE PE3 OMMUMN HELIX DESIGN GROUP, INC M Q!-EL_26-0 — _ _ __,__. �- -_' - G�EL.2V-0° _ T.O.B. T.O.B. _-------------------------------------------------------------------------- f EL. 14'-0° T.O.F. - — Q�p F - ------------------------------------------------------------------------------------- o---------------------e--------------------------------- ------------------------------ - � u 0° 6 T.O.F. T.O.F. b C BUILDING SECTION e, ,, BUILDING SECTION 1/8, = 1-0' BUILDING 7 SECTIONS O02 03 04 ' � o . I r � Y r - EXPOSED ROOF ASSEMBL f (SLOPED CEILING) RIDGE m � / MiD POINT LU EAVE j cY-EL 20-0"- °� T.O.B. a - ------------------- - - - - -- - - --------------------------------------- - m � o SUN SHADE BLADE -f LIGHT 514ELF o Q i (TYP) (TYP) - � m L. J J N 4� Lu --------- ------------------------------------------------- � Qa ----------------- 'CID -o �U- ru 6 - U W wa EL. 0'-0° - - o a_ T.O.F. tr t- W i a m" � 10r CO N N BUILDING SECTION Lu ow � A B I C I D I E I I LAKEHAVEN 8 MAIN CAMPUS BUILDING Bl FEDERAL WAY, WASHINGTON REVISION DATE 9 DATE JOB NO. 09,24.18 a 18-069 CONCEPT DESIGN CITY PREAPPLICATION ,o A400 WHITE DRAWING NO, K GOHEIX DESIGN GROUP, INC.: Nright reserved. No part of#Hs document may be reproduced in any form or by arty mews vanrt permission k) *ri5ng from Vela Design Group. C D Q E I AMERICAN INSTITUTE OF ARCHITECTS 3 K@7 HE 007111190M HELIX DESIGN GROUP, INC _ .:;\ '�£.,_''`:'\� :. //iiii/'//////iii///////%/ /iiii//./.// :. ;: _.,: '�,'. r• .... \\\ \ \. \\\\ \\:\ \\\\\ ` �'<'"� ... /, -iiii //////i' ,'.i./////// ,,:., [:- \\\ \\ \�\\\\��\ -�. ✓°,-� iI \\\\ 5 � �� 5 _ ISOMETRIC VIEW NORTHEAST _ ,' ISOMETRIC VIEW NORTHWEST _ 6 7 6 PICTORIAL 7 VIEWS $'z , r• f / // r �'i / ,".�,./''./.%"%.%;' \ \... \ >i 4 ' I p 'l' �x , / / / / / , ,;.:fir:"%"';�.'� % �:; •::;, � \ / / x� € / / LAKEHAV EN \ \\ \ ~..: \\ \\ MAIN CAMPUS \ \\ BUILDING Bl i FEDERAL WAY, WASHINGTON m REVISION DATE a a p wp \\ �. Q _...-- ----- -.. 6� �-n CO DATE JOB NO. W -� 09.24.18 a 18-069 CONCEPT DESIGN a CITY PREAPPLICATION W a / on m� G010 10 10 � y r 71�� ISOMETRIC VIEW - SOUTHWEST f ISOMETRIC VIEW - SOUTHEAST WHITE DRAWING NO. I G HELIX DESIGN GROUP, INC.: AT rights reserved. j No pat of this document may be reproduced n ony A B I C D E IF I G H ( K form or by any means w shout permission in writing from Hekx Design Group. 7 6 PICTORIAL 7 VIEWS $'z , r• f / // r �'i / ,".�,./''./.%"%.%;' \ \... \ >i 4 ' I p 'l' �x , / / / / / , ,;.:fir:"%"';�.'� % �:; •::;, � \ / / x� € / / LAKEHAV EN \ \\ \ ~..: \\ \\ MAIN CAMPUS \ \\ BUILDING Bl i FEDERAL WAY, WASHINGTON m REVISION DATE a a p wp \\ �. Q _...-- ----- -.. 6� �-n CO DATE JOB NO. W -� 09.24.18 a 18-069 CONCEPT DESIGN a CITY PREAPPLICATION W a / on m� G010 10 10 � y r 71�� ISOMETRIC VIEW - SOUTHWEST f ISOMETRIC VIEW - SOUTHEAST WHITE DRAWING NO. I G HELIX DESIGN GROUP, INC.: AT rights reserved. j No pat of this document may be reproduced n ony A B I C D E IF I G H ( K form or by any means w shout permission in writing from Hekx Design Group. A l J PERSPECTIVE VIEW - SOUTHEAST - EYE LEVEL 3 0 5 M r !�; PERSPECTIVE VIEW - NORTHEAST - EYE LEVEL �f m 7 C u A I G J K 19 PA 1jelim design grort...�p n.� AMERICAN INSTITUTE OF ARCHITECTS 3 HN �ffl MEMUMN HELIX DESIGN GROUP, INC 0 5 I PICTORIAL 7 VIEWS PERSPECTIVE VIEW - NORTHWEST - EYE LEVEL LAKEHAVEN MAIN CAMPUS 8 ! 8 ---- ---------- BUILDING Bl U- _ - - I- -- --- £ FEDERAL WA ASHINGTON Y W a— REVISION DATE 11 ...... .... _ L.... -: __ .. .. .. _ r —. .-- . .. - 77 f -I - _ at A 9 -.+.. .... .. t .... i E ... P iii me:........,.µ ... .......... ( --- E . - I - i i ' _._-.._ .... .._._.... .� i _ w i -=� �. ..�_� �. ,:,.__. a .. -.� ............. _. .............. .. , ....,. - - t , it - - .......�..__. ...- �._... �..-... _. _ _ ___ .........._ ._.._. ... _.___ ._.__.__.._.._....-.-___ -i @ _._.._.:. .. ............._. ......... .......,_. ....... . .... ............ .. _.. _....-..._.. ...._. ........____-..:. �......... ..... .' -. ... ...._,_.... _.................. .... ,.. ...._ .. .. ... - £ _._ —..... .._. >L �9 ._.................. ,..�.....,..: . .. , .. .. .. ... .,. .. .. .:. ... �._�....._:, __._ .. : .. ,. .... .,.....:... ::i i - .. :........ ._... .. m_, .. .. . . ........... ... .. - : ......_..... :_:..:.... .._ € i _ i..:i _ . . . . _ _ S DATE JOB NO t- .._.. .. .._. - ..: _ .. ....._._ ... - _. ...._ .,.. ....__ i i i i _.. ......_— ..� ___ .. _ .._._....... — _�..... ... ......... ......_.. .... 09.24. t 8 a i 8 0 9 6 Lu __.. _ - , .......... _..—_.. _... .._ --- ._.._ .._... ......_- _ r CONCEPT DESIGN a- CITY PREAPPLICATION w a Q - - Ln oa <° m_� r 10 GO] I 10 1 PERSPECTIVE VIEW - SOUTWEST - EYE LEVEL - yT WHITE a rz DRAWING NO. A B I C I I E F I f H I K HELIX DESIGN GROUP, INC.: AB rights reserved. - No port of tHs documerdmay be reproducedin ary form or by cmy means wihout permission in wri6rrg from Helix Design Group. LAKEHAVEN MAIN CAMPUS STORMWATER FILTERRA TYP. „ _- ca .... �,_._. - _ _ - - - i X r - X X � 11 � .,- - - � .._ , �_ _ i _ : IL. - _ _ tl I _._.- ►I / D i. I r 0 --0 :: -_€ r :: y w y e. 1 , i i I F 2 I' I� C3 �3 8 � ; ___ . /€ -.. € i _ 1=T.ENT1� � -,� € BIORETENTION :�, = == -.. _ - ---� - �41- -I,-,--- . I � B�ICD N"6-- � � _ I--__ 7 x25 _ - - - F: 2. �. �. .- -. v.,.,.- i SYSTEM ,` }--- ---- --------- - I " � \< J �°- �- ,.d' , .�-^"""" '� /' �^. -., �-- -- - - - -- - - - ~_.. - - - - --a - - - - - - -- -- - < / � ' -,. -' I �' <. ` \\ - - - - w. \ _ _, 0 ( ---- --------- ------ --- - R - - - @ / € - l P�' I _.._. _ 1. 'll _�_. _ T. I { d ' I ,r ' .) £-`-i'�.; �, ^'°1. N-.: ..,,-., _ _ - :: 1 : Vf l }�i, �F) : - ^.-,__ ,,.....,,.._ .' °.^` f' C "d"' -."-^ pr" 1. .. / d { - \` �. - _ , 1.g \ p I Y I -1 �, � . --�� A,I I tl I: < -_ 1-1 I I \ J�-SBUILD N -. F._. a __.__ f -., DETENTION \ �__- r \ ,< i _ _ _ I I y f i ( ,) - 218 M r .._ .ry .w._ _. I \ 1 SYSTEM I - '\ . jI I i ..:.- -\ �S i I v ; { 4 3� , � ,,._.....§ \ ,..� ,......'.,..- '"„mow r �r �,,,,� ..,. I I I _ \ ~�\ - - \ - _ i I BULDII� B4f /' \ .. - I FFr 337.00 I r' 1 12 'x6o, / z = - I r-:, . .,, a \ i DETENTION -' , ' t� I Po:. , -- I t lfi-jr � \ ` i_ SYSTEM FF. 337.88 ij If ' 1 I F� 34�0 � a .. _ € £ j l I 111t -I -1 "'Irr1r:---. I L-_ - Bt1I- v 4 �; I I 11 - ---�- -- --r-�-------- ----- =�-1111.�- ^ � 1 I ----- ---- 34x52 I L J r` I s - i I - � I -, <} I I n""w""" Fr, t {{ s f' I [ r-- -- -- -- -==53- _ ` --- r- �, G4339:50 ,1 1€ -' 1 - - _ - - - - - - - - - - - - - - - - - - - - - - I / � \ ... F I € ------ \s I ------- l r I ) In r I ,-)L,--,- --\- \ 79-1, - I t% a i / -- _-- - ----- ----- --- l��° FG':339.4r,I o \ / 1 NGy�lo -i --- C 339.50 4UILDI 1 i - �. i - - - __ _ _ R t 1 - . i- - -_. - _ __ -I if �, , I _- _ � / F. 345.00- I <' j` I i \ FCC'. 334.31, _ FG. 334.47 1 x X � / i =: � 1 , AT � / ;I \ y ,, I� \ I G B5 I _ I X X x - / A -0 r f // \ - , , �--- ""_ I FG: 335.44 _ -- . i, i i O " �� , ` ,' ,° 1 X ( FG: 334.49 i I: Ito Q / / / i' - - W / I E_ t LANDSCAPE AREA i ' - iIr 1 l / / ,� _�`. /\ 3 / i \ / I ( / 1 - -- - - �- - - - -G: 340.89 :-- kNDSCAP AREA TYP. i �? e t - X ft II ' 3,� / I L.,' _ - M.. _ -. _ _ �*°t-L - ' �.. ... - `», 'Fir , f '"'r ___--� <.� -. j < X /q i I I I = -1 , ," , < e / I .._ f 1 / : : , i t X � x _. f I: r. / ,: � o I / BUILDiN I I i B.i - ; 1, I - i. z I f f - x VIV 1 � I j f E - � S f �\ `�. F5 4� � I I f {�, + 0- I�, 1 { N , R -� Ill I - -1 !..- jr NDSCAPE AREA TYP. I `fit \ � I I- - ; \ 3 � s { FF:334.00 ti i' 11 m _� ,\�c /-I \ , - _ I I \ TYP. i _ , r - L�ADSCAPE AREA F -- : -:,: - . , < € ; , FF. 345.00 € i / / ' "j 3- ` ' FG: 334.46 _ < r- \ III ..11. 1.� I � 11 .11 { .3�2-- _ -; - - - - - - ---- = ,/ � - - - - - _' j , ' <': '_ r - - - tAND C PEAREA TYP. 1.20 �. -� - f- _ I ` - FG. 333.70 / ;: __ gyp. < \ .. _. ., _ - .._. $ ce jj .o.� /{/ j �}� Y t „~,_. 5 4 - Pq---.� a. .. ..,..,. � E! .J-,,,4 L , .,-,�_�r� r. .�. I F6'30.36 ;, , ,. h- F� 1 I" w f, , p _ X ♦ \ I a \ ._ t I ,. \ \ ii x, \ 'r ,< i ..- _:,,» -<,. s-zm.s:- ,.::'. f = pt. - '&>,- , :C \ €, ig C _M. -- , , _ l : e s " `' 3 t z I _ f \. / . \11 n �_ j # �.0 \ i ' I I ��®® 1 J `4 I \ t \ [ �` - _ I �-, \ t \ w� - I \ >. \ \ - s j l I .a .. , . : - 1.-- . f \ ... _ \\ w - � - - 1' rt m G. 330.49 - - - __ 1 p �.,. j j t ` , .. - r I\\ - v __C !:- r- I I; I t �1 I -- .27 - � � �� \\ \\ \\ off° `� , � � �; � ~, 1 � it 4 \ , 1 t % i �_ " `" G.-327 i2' `� \ \ \ w I - 1 I \ �'' t E -- "" . \ t- ILDIN =r-- - \€ 69 � - - - ---•� _ - - c - F 34 00 :: , 118Q x2' rl_\ V \ \ f z \ �' \ \ ' S I Ste' a G 5 its w v v _ 1� I'-^?w"°°" .+w'°'.+w .+,..•...e,,..<«', €�% "w,. Y,.n ,✓„°--w`.A'f:.... `_ // "W , `i \rx Ill,' �. \ \. - f €P { I .�.i - i \. I «........b.,,,.-«..r-~ / !' '`� / 1, „}V�(�„ ^� S "n DETENTION r /----\ ✓ t� I ROCRALL t JIL_ ! = I STEM I ' I - --- '� �` r \ J ` ��` \ \ < - t { \ :-' - _ - i I ! \ �•.` -_ \ r - \,Ix 1' I , --� ,, 1 t' )\1 / �w\11 I '` v -1 Al 40' �p��TLAND B UFFE32 il -R \Ay "` " `\y- - i t: , v _ -'" / `v \ } I -- 319 / , �dIVET1_AN � 7` \_ - .� \� , I f , '� �,✓ \ w -� j� 1 -___ \ s.. 1 =w-- :\ ` SIDEWNLK IN i \ t r , \ , \ { `_\ \\ f jj `j ' ,, ~`�� \ i / �D \ , WETLAND BUFFER /J _ _ 1 1 ; �` a -- ' \ \\ - �� \' I jj _f \ aY \ \ l l \, ? ' i t , , , F . 2z f - \ / -~_`� I ill k\jlg { p } I o""`°'ti '`..,y ��• \y ` •. ,�'-��,.� „,.,�`--. \ / / <"\ _ �-..` `i. \ ' 4.'� s t ``Z S < �� %r '"'� I f (sf y i ter' $'"i. ' -� . �� \ 4\ ✓' f r' "." ,.„ _ `.1*�� '\ "�." .„ - / - ' % \y \\ .`-'- --^a € i , ;, ~-" l � \ �s �°w" � g �` ""� - ,-! - - � -"` / �- t I I - i f ` ,�,,,. -- � -- \ f _ .._••« �� -, \ 7; , - - _ t - _,M- \ \ p '\ i �"`... �` ~ `w.. -\,.. "i~`'^ _ -, '«�»..._'^",^ ."'°.` �•'`"^_ �= �.`."•^-. `. `^... ^"'.` N..e.. -. --- ^""",:,.-.- "''-i -,-"�` "` -`- ._' �. "-^- `..<""` ,,..w*r. _ 1 ✓�- r t f � , -:: I l ! i i t .. f - _ , �. < ', 4 --•< %, „„„, ,�-�.«..`,,.i 'Y, `w:,._.. \. \ `,. "" .J „�- / -\..� - \ 1 I . . - �1111. '- r..," - ��D Know what's below. Call before you dig. CONCRETE WALL GRAPHIC SCALE 0 20 40 80 1" = 40 FEET 11 } 4 - r TACOMA • SEATTLE • SPOKANE • TRI-CITIES 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB Proiect Title: LAKEHAVEN MAIN CAMPUS Client: Project No. 2180145.10 Issue Set 8. Date: PRELIMINARY CIVIL PLAN SEPTEMBER 20 2018 NOWE ALTM70 OF INS DOCIUM SNAt1 WAME W PBOFESSONAL SEAL AND 516N M E. RUBI07M OF 10 DOCMW DOES NOT OERMIE M ON 3W R7GIIIS N IT. W DOCIM W IS FOR 115E ONLY FOR 1W PRO.ECT 100nFED N IIE If DE BLOCK AID IS NOT TO BE USED FOR $VAR RfI COM OR ADORKM TO INAT PROD= OR FOR ANY OILER PROM A A A L_' \ Revisions: Sheet Title: PRELIMINARY CIVIL PLAN Desiqned by: Drawn by: Checked by.. Sheet No. C1 0 ■ 1 of 1 Sheets ,n.n-. .rs.n n,rfs 0A"\7t 0n7 Ar� CU PP rf INA.i..,.. Q/7fl/9f)I 52 Z•2L1-f)r. PM Y)XAJ_ Tn P11F nr2