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00-103093uj XU LLJ ro #40W" W DD DO UJ cj: CC < a: Da HORIZONTAL JOINT AT WALL 00 00 2'-0' OVERHANG 4'-0" OVERHANG uj cc AT WALL AT DOORS N0RT E LEV. 9- 00 00 DO SCALE 1/8" V-0" 00 DO DE] 00 001 DO DO 100 DO EIEJ DO DO 1:10 E:1E:1 DO z z z 0 < w (L F< 0 "m �w- wit >- � N 0 EAST ELEV. w x o w * i w QUEST E�E�. 12 ff :i N SCALE : 1/8" = 1'-0" SCALE 1/8" !'-O" 0 Y1 <o-. jr W 0 v- 00, Jw 0 M la 6 0 if- or * X 0 0 OO I cc < 00 110 DO El El 00 DD DO 00 DD E30 DO DO DE] DO DO 00 DO El El DO DO 00 00 DO DO DO N DO EIEI DE] 00 \INDENT 24"Dx 12"W ss 21, . ......... Z o j H, STONE VENEER TO MATCH w -i cf) EXIST. BLDG. REMODEL 0 =) i r BOUT H ELEV. '-N co a; rB pl.- S I B SIM. c SCALE 1/8" 1`0" rB rc M. ui -i > z 2i w CIA 40 cr- LLJ 0 z i 1=:c =) 3: co 4o ml L Z UJ o Z C4 Z Lo �- OWNER JOB z IJ - ROOF LIKE I o ix cl) AREAS a , 0 z RETAIL AREA 41 RETAIL AREA 92 RETAIL AREA 43 RETAIL ARE 0 0 2,94410 2,9440 2,94410 2,9440 0 — —i F- LL 0 w z w �o 40'-0" 401-0.1 401-01, 401-01, SHEET TITLE O -T-A -ND,'C. —u-Nosc, kNDSC. .............. v it LU LU B a- C4 0 Ll LL LUUJI 5'-0" 61-00 611 61-0.1 611 6--461, 6.-0l. 6" 6, 0, 5--411 6'-0" 6" 6'-4" 6. 61-0,, 611 6.-0u 51-01. 5--0" 6--0N 6-1 6] -41- 5'-4 0" 6. 61-01 61, 6. 61 61-01 16" 6--0- < < LU > 0 < 0 cc I w 81-011 801-Oli 8.-0" 8'-0m so. -Oil 81-0" no 0 0 0 (t 192'-0" SHEET NO. FL00R FLAN 44T A-2 SCALE 1/8" = 1'-01' 11,176* OF SHEETS1 W ~ f �0 V 0- LU usw I 3 i W It cr i F— Y. pC O W W N � f M b r; Fm w V z ri z Z V V U B W J F. IL = Fm U « N Q N F 10� W Y to W N co F- Y YQnfY V toWOm Q N U v x m .0 L O B SIM. C C B SIM. F— c� co ZWm Lo Iq2'-p�� Q r� wJ m - ' ui J > o ZN Z �� �� » °' w O - - 3 co) > >- L.LJ M (D O Z N U C OWNER JOB Z O � O Q O Q O Q - O w u' LU LU cn 111 co LA) {Z O (LCL O O LL- O LL- O LL- O O O O Z J a. LL A q SHEET TITLE co ! EXTERIOR BEARING i co WALL BELOW �t- it - r- RAISED FASCIA, , SEE EXT. ELEV. - r' RAISED FASCIA, SEE EXT. ELEV. - O r- o z n - O o o Q� � w i O i i cn 0 W B INDENT 24"D x 72"W Z w W UJ _j 81_011 801_01, 16,_p�� 601_01, 8'-011 m�Q< w> W B S I M. C O O F L A N I C Q S I M. SHEET NO. SCALE 1/8" 1'-0" A-3 OF 8HEET$ SCALE : 1/4" = 1'-0" ) FASCIA BEYOND, <T. ELEV. 2'-0* WALL INDENT. SEE EXT. ELEV. SCALE : 1/4" = I`0" ~ i W C V H W O W F i H W cc C K F OC G W W m 40 F F— Fm w n z z < w J a U I- ®N � jr <0cc 0 00 w F } N coY3 F W0)QJ ® Y Y<n� V jr T. W O m 'tX00 < N U .. m r O O N Z_ ® t3 (o W J � � O —i 3 -J vi ui V ZN _! aWz C'3 � w w 0 O < 3 co) � L M g W gp J � Y • mo Zlx N U O a F- < Z •t OWNER JOB U) Z O V w 0 Z 0 J M m SHEET TITLE O O q O O w O � ui ao z � cn ate- O < O W mH<<w> Q<U(rIw ) 0 0 0 0 X SHEET NO. A-4 OF SHEETS j j. W F V H f W u F- = q N W J Q H 16 � 0 W � OD f N t0 Fm Fm W V z v z Z r Q J U W f,. FU IL = fr « N ® N 1 W cr " cc c W W W � � U } Y3ImW owl C6 � 0 g YQ�� U rWom o < NUIS) ¢ m t i O H N Z LU ® (� to W J � M ® --� 3 ui J > o ci z N z B W cr = L? O 3 to > T � r� W F ra . mp Z�C a CC U O No F- < Z OWNER JOB I SHEET TITLE ' O O q O O F.W.. � F- O u- m uj N Q ZWW W i (h �F-QQW> 0 <N1ZU�W SHEET NO. S-2 OF 3 SHEETS VERTICAL DATUM CITY OF FEDERAL WAY BM #2167-43-1 ELEV. = 406.65' NGVD-29 TOP OF MIC AND 18TH AVE. S.W. AT INTERSECTION S.W. 355TH PLACE, 100' NORTH OF S.W. 356TH ST. CONTOUR INTERVAL = 1' r°vi 1n^1 I r_^1_11M • FOUND AS NOTED ❑ CATCH BASIN O SANITARY SEWER MANHOLE OW WATER METER POWER POLE GAS VALVE ARE HYDRANT ' LIGHT POLE EIT TELEPHONE RISER WATER VALVE E- ANCHOR WIRE OG GAS METER OICV IRRIGATION CONTROL VALVE EITB TELEPHONE BOX ❑PB POWER BOX ElSB SIGNAL CONTROL BOX ® TRAFFIC SIGNAL POLE "—a-- CHAIN LINK FENCE G -- UNDERGROUND GAS LINE --- SS --- UNDERGROUND SANITARY SEWER LINE — SD — UNDERGR(>jND STORM DRAINAGE LINE NUMBER OF PARKING STALLS STREET TREES (SUGAR MAPLE) STREET TREES (JAPANESE SNOWBELL) P N N Northsh e Vill PRE 99-0044 c PART OF SE T 'ON 2� TO21N RANGE 3E WM ���IIP , NEW LEGAL DESCRIPTION: PARCEL A: u THAT PORTION OF GOVERNMENT LOT 1 OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: ` BEGINNING AT A POINT ON THE NORTH MARGIN OF KING COUNTY ROAD NO, 907, NOW KNOWN AS SOUTHWEST 356TH STREET, CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 535001, A DISTANCE OF 30 FEET WESTERLY OF THE EAST LINE OF SAID GOVERNMENT LOT 1; THENCE CONTINUING WESTERLY ALONG SAID NORTH MARGIN OF SOUTHWEST 356TH STREET, A DISTANCE OF 437 FEET; THENCE NORTHERLY PARALLEL WITH THE EAST LINE OF SAID GOVERNMENT LOT 1, A DISTANCE OF 450 FEET; THENCE EASTERLY PARALLEL WITH THE NORTH MARGIN OF SOUTHWEST 356TH STREET A DISTANCE OF 437 FEET TO A POINT ON THE WEST MARGIN OF 21ST AVENUE SOUTHWEST, AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 842339; THENCE SOUTHERLY ALONG SAID WEST MARGIN OF 21ST AVENUE SOUTHWEST, A DISTANCE OF 450 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION THEREOF CONVEYED TO KING COUNTY BY DEED w w I ) RECORDED UNDER RECORDING NUMBER 842339; I ALSO EXCEPT THAT PORTION, IF ANY, LYING WESTERLY OF THE I I FOLLOWING DESCRIBED LINE: I BEGINNING AT A POINT ON THE NORTH MARGIN OF SOUTHWEST 356TH II STREET 100 FEET EASTERLY, AS MEASURED ALONG SAID ROAD MARGIN I FROM THE KING -PIERCE COUNTY BOUNDARY LINE AT THE SOUTHEAST CORNER OF BLOCK 7 OF THE PLAT OF NORTHEAST TACOMA, PIERCE COUNTY, WASHINGTON; THENCE NORTH TO THE SOUTH LINE OF THE ' NORTH 460 FEET OF SAID GOVERNMENT LOT 1 AND THE TERMINUS OF 15' SDO EASEMENT �� I _ _ - SAID LINE; PER RED M1220754 I I ALSO EXCEPT THAT PORTION THEREOF DESCRIBED AS FOLLOWS: i 33 COMMENCING AT A POINT ON THE NORTH MARGIN OF COUNTY ROAD NO. 907 (NOW KNOWN AS SOUTHWEST 356TH STREET) AS SAID ROAD --'------ - WAS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 535001, A DISTANCE OF 30 FEET WEST OF THE EAST LINE OF SAID GOVERNMENT LOT 1; THENCE NORTH 89' 23' 26" { 73 1 WEST ALONG THE NORTH MARGIN OF SAID SOUTHWEST 356TH STREET, A DISTANCE OF 191.91 FEET TO THE TRUE POINT OF BEGINNING; ' THENCE NORTH 00' 58' 18" WEST PARALLEL WITH THE EAST LINE OF ` GOVERNMENT LOT 1 A DISTANCE OF 150.00 FEET; THENCE SOUTH 89' 23' 26" EAST PARALLEL WITH SAID NORTH MARGIN OF SOUTHWEST 356TH STREET, A DISTANCE OF 191.91 FEET TO THE it I It3 \ WEST MARGIN OF 21ST AVENUE SOUTHWEST; THENCE SOUTH 00' 58' 18" EAST ALONG SAID MARGIN 54.00 FEET TO THE BEGINNING OF A TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 113.24 FEET, L �^ SAID CURVE BEING THE NORTHWESTERLY LINE OF THAT PORTION F.F. = 393.80 I y I CONVEYED TO KING COUNTY PER RECORDING NUMBER 842339; 171 ems, THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 56' 39' 00" AN ARC LENGTH OF 111.96 FEET TO THE 393.10 391,09 NORTH MARGIN OF SOUTHWEST 356TH STREET; THENCE NORTH 89' 23' fi 26" WEST ALONG SAID NORTH MARGIN 140.90 FEET TO THE TRUE POINT OF BEGINNING; .1 392.25 ; (ALSO KNOWN AS LOT A, BOUNDARY LINE ADJUSTMENT BLA 95-0006, _ M I RECORDED UNDER RECORDING NUMBER 9512069013). Q (1 Il (� \ �9?� I ; •' ' I ISLOPE EASEMENT It U LJ ,- REG J7202150474 TOGETHER WITH ALL EASEMENTS RIGHTS APPURTENANT TO SAID 72M 50477 k 720215a78 PREMISES AS ESTABLISHED BY EASEMENT AGREEMENT RECORDED UNDER RECORDING NUMBER 8504100758. AND TOGETHER WITH THE SOUTHERLY 38 FEET OF THAT PORTION OF GOVERNMENT LOT 1 OF SECTION 25, TOWNSHIP 21 NORTH, RANGE 3 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: 1y^ IS 1 BEGINNING AT A POINT ON THE NORTH MARGIN OF KING COUNTY 174 ROAD NO. 907, (NOW KNOWN AS SOUTHWEST 356TH STREET) I CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING la NUMBER 535001. A DISTANCE OF 180 FEET WEST OF THE EAST LINE z OF SAID GOVERNMENT LOT 1; THENCE CONTINUING WEST ALONG SAID C NORTHERLY MARGIN OF SOUTHWEST 356TH STREET, A DISTANCE OF 592-03 287 FEET, THENCE NORTH, PARALLEL WITH THE EAST LINE OF SAID GOVERNMENT LOT 1, A DISTANCE OF 450 FEET TO THE POINT OF I ( BEGINNING; THENCE CONTINUING NORTH, PARALLEL WITH SAID EAST ' LINE, A DISTANCE OF 360 FEET; THENCE EAST, PARALLEL WITH THE NORTHERLY MARGIN OF SOUTHWEST 356TH STREET, A DISTANCE OF 437 FEET TO A POINT ON THE WESTERLY MARGIN OF 21ST AVENUE SOUTHWEST, AS CONVEYED TO KING COUNTY BY DEED RECORDED /^�l• \' ' UNDER RECORDING NUMBER 842339; THENCE SOUTH, ALONG THE 16' 1 y WESTERLY MARGIN OF 21ST AVENUE SOUTHWEST, A DISTANCE OF 360 E :' I / < FEET TO A POINT 30 FEET WEST OF THE EAST LINE OF SAID ts' DEED TO GN GOVERNMENT LOT 1; THENCE WEST, PARALLEL TO THE NORTHERLY it rn MARGIN OF SOUTHWEST 356TH STREET, A DISTANCE OF 437 FEET TO i •- THE TRUE POINT OF BEGINNING; �I ( C'4 OI FROM G. TO NEW CURB LINE 29, EXCEPT THAT PORTION THEREOF, IF ANY, LAYING WESTERLY OF THE 4 FOLLOWING DESCRIBED LINE: 4 BEGINNING AT A POINT ON THE NORTH MARGIN OF SOUTHWEST 356TH STREET 100 FEET EASTERLY, AS MEASURED ALONG SAID ROAD MARGIN I I FROM THE KING -PIERCE COUNTY BOUNDARY LINE AT THE SOUTHEAST 394.94 I �� � ; ,' CORNER OF BLOCK 7 OF THE PLAT OF NORTHEAST TACOMA, PIERCE - - __ 7.5 I ,' COUNTY, WASHINGTON; THENCE NORTH TO THE SOUTH LINE OF THE - -- - --- - �� NORTH 430 FEET OF SAID GOVERNMENT LOT 1 AND THE TERMINUS OF ..�. t+3-o0 SAID LINE. .� -�--- w -•---- W W - - i � � 1 W---------------------- -" ,, .' � � _._ '—�••--�_ � �__� S89'23'26'"E 517.8+'----�.�.`— _' ---—•---_— S.W. 356th St. - --- SITE PLAN Scale: 1" — 40' --- - -- ---------- ow GRAPHIC SCALE 40 0 20 40 80 160 i I I i ( IN FEET } 1 inch = 40 ft. ,.. N 89 223'26" W 437.00' -.. j N89"15'06"W 420.16' •1 16' 16' TO BE DEEDED TO THE �� CITY OF FEDERAL WAY o 4 ( a ci u; J pp cn °o°- co FT� Qo W > {� �I I90 a m t I rn�` ' a CQ`. •" N 89'23'26" W_175.90'~-1 S89'256"E 191.91' o 0 I CIDzf m i� al 0 N 89'23'26" W 245.09' _T_ S89'23'26"E 245.09' -- 3' TO BE DEEDED TO THE CITY OF FEDERAL WAY S.W. 356th STREET SITE DESCRIPTION Scale: 1" — 100' CITY OF TACOMA FEDERAL Q 23 24 AfF �jtiG• WAY 24 19 c 2G'" 25 c�GtiTI- 25 30 1 1 r 1 i I 356th ST. S. 29th I ST. NE i ( I I I I JOB SITE I I ( I I I I \ I I RA4��7' 25 30 3 36 �q�il, 36 31 VICiNITY MAP PARCEL NUMBER 252103-9002-02 QUANTITIES. - STRIPPING: 000 C.Y. CUT: 000 C.Y. FI LL: 000 C.Y. IMPERV. BLDG. AREA: 11,872 S/F NOT FOR BIDDING PURPOSE SITE INFORMATION. - TOTAL AREA: 184,405 S/F 4.23 ACRES EXISTING BUILDINGS: 28,976 S/F PROPOSED NEW BUILDING: 11,776 S/F PROPOSED EXPRESSO BAR: 96 S/F ASPHALT PAVING: 117,959 S/F LANDSCAPING: 25,598 S/F LANDSCAPE PLANTER BOXES: 232 S/F PARKING PROVIDED:--(162) STANDARD STALLS -----------_-----(2) VAN STALL ---------------(5) HANDY CAPPED STALLS DEVELOPER: YOUNG C JOE 509 63rd AVE. CT. NE TACOMA, WA 98422 PHONE: 253 926-0521 FAX: 253 472-5465 APPROVED ' SITE ADDRE�S� f E 2140 SW 356th STR�ETH`N BY ,' FEDERAL WAY, WA 980223..;f � �,:.-D�wz�ALV'VAV CITY OF FEDERAL WAY Er 4 R„m„ ENGINEERING DEPARTMENT `I �'"''1_D°�Nu DEPT. 1 RY - CITY OF FEDERAL WAY/ INDEX OF PLAN SHEETS FIRE MARSHAL DATE - . ____ CO. GENERAL PROPOSED SITE PLAN NOTE: C1. EXISTING CONDITION & DEMO PLAN This approval is void after 1 year C2. PAVING & DRAINAGE PLAN from approval gate. The City will not be responsible for C3. GENERAL NOTES & DETAILS errors and/or omissions on these C4. DRAINAGE NOTES & DETAILS plans. C5. 356th ST. IMPROVEMENTS Field conditions may dictate changes to these plans as C6. 21 st AVENUE S.W. WIDENING determined by the City Engineer. C7. EROSION CONTROL PLAN 00 07 CN �n M rn I QLn IUD 00 a m� W CL W ca D Z Q x 0 u_ 0 m . a U a wo LLJ c� w m z ry war- � to to c m z© �o o"C 0 a o C0 o yo `� ci �> w C\1 CID '(0 LLJ Wp� co z t.�.a 0 W CL cC W 0 © LL W W U) q �--��yy,, L�..�1 o t.) CL >- M = 0 Cr a- Cif ..'° t- W cr_ W W L0 L0 ce) C0 L0 PRELIMINARY INOT FOR CONSTRUCTION SIGNED J.OYE RAWN G.W.B. CHECKED - DATE 6/26/01 PROJECT FILENAME NSHORE-C1.DWG PLOT AT 1 = 1 SCALE AS NOTED \Q 1" = 30A 0 15 30 60 BASIS OF BEARINGS: BLA 95-0006, REC #9512069013 ASPHALT VERTICAL DATUM CITY OF FEDERAL WAY BM #2167-43-1 ELEV. = 406.65' NGVD-29 TOP OF MIC AND 18TH AVE. S.W. AT INTERSECTION S.W. 355TH PLACE, 100' NORTH OF S.W. 356TH ST. CONTOUR INTERVAL = 1' EQUIPMENT UTILIZED FOR THIS SURVEY: NIKON DTM-A2.0 LG METHOD - FIELD TRAVERSE THIS SURVEY MEETS OR EXCEEDS PRECISION REQUIREMENTS AS SET FORTH IN WAC 3,32-130-090. SYMBOL LEGEND FOUND MONUMENT AS NOTED ASPHALT EDGE i FOUND AS NOTED El CATCH BASIN SANITARY SC'WER MANHOLE DIN WATER METER -U� POWER POLE GAS VALVE FIRE HYDRANT LIGHT POLE nT TELEPHONE RISER WATER VALVE E-- ANCHOR WIRE OG GAS METER I11ICV IRRIGATION CONTROL VALVE ElTB TELEPHONE BOX C1PB POWER BOX ITISB SIGNAL CONTROL BOX ® TRAFFIC SIGNAL POLE -Q- CHAIN LINK FENCE ---- G -- UNDERGROUND GAS LINE - SS - UNDERGROUND SANITARY SEWER LINE _SD- UNDERGROUND STORM DRAINAGE LINE (10) NUMBER OF PARKING STALLS STREET TREES (SUGAR MAPLE) STREET TREES (JAPANESE SNOWBELL) 405 ASPHALT FD. 5/8" AHR REBAR (LS 16192) NB6'07'45"W 0.92' 11/16/99 404' Nor hsh(oTre____V_ffl-a --� ,�Ng- PART OF SECTION 25, TOWNSHIP N EX SEWER MH EX STORM CB RIM 396.01' RIM 398.47' IE(N) 389.21' 8"CC ,PfIE(N,S) 388.51' IE(S) IE(W) 388.72' IE(W) 389.51' 8"CC N _ EX SEWER MH 8"PVC - - . _ Sf39'23'- 235.00' - - - - - _.._ - _,_ - - _ - _ - - RIM 390.85' _-_..____------------._._- 1 IE 380.83' 0 -_ ._... r" ( N159'23'26'W 437.00' , EX STORM CB- ' N RIM 397.04' t I IE(S) 396.11 6-CC ASPHALT EDGE (+I ( a ; j I } 15' SEWER EASEMENT I I _ � PER REC. J8001220754 N - _ EX STORM CB u1 } `�:J RIM 391.92' I I I `x IE(S) 390.17' 8-CC I' Q7 _ - ' I 0 ASPHALT -+ I ,' { ` , { I } ASPHALT rY N { { DIRT (TYP) DIRT P z us j EX STORM- CB RIM 396.14' } } CONC. CURB , IE(N) 389.36' 8'CC } { h' _',`,' IE(E) 389.13' 8"CC j } ' 2' SLOPE EASEMENT I N -SEPTIC MH '\ ,` + , PER REC. #7202150476, w - IE(S) 389,54' 8"CC ( } { 7202150477 & 7202150478 EX STORM CB j ' I ) -SEP C MH `�' ° SD RIM 393.58' I I P1 I i' i i , t/�. I } IE(W) 389.48' 8-CC f -SEPTIC MH C Q \ j NI I l I } I 8 NORTH SHORE VILLAGE (GENERATOR } 00 I,II I .lto I I BUILDING ; ', \ j � } I I I „ I PA+�Ct L A I EX STORM CB RIM 397.68 ,- uU) } } \ - 9 ' o ; IE(W) 396.73' 4"CC s I} Inr 9� a ' ' ' I --- } { i co j j I + r w} I { CONC. CURB (TYP) EX STORM CB I I EX STORM CB , o { z EX STORM CB '�. RIM 393.52' I RIM 396.28' SD _ RIM 394.24' r; '. - IE(W) 392.75' 8-CC _ ,+ rc�n} 392.02' 8'CC IE(N) 389.70' 8"CG i } { } ,-} -, �•u� I j J IE(E) 389.78' 8"CC 10' WATER EASEMENT PER REC #8108270632 15' SEWER EASEMENT I IE(S) 389.8C 8"CC ` ._,,.{ ( NOTE: ALSO INCLUDES EXISTING WATER LINES PER REC. 18001220755'� I \ } & STRUCTURES SERVED BY THIS WATER MAIN. i i i i I I SHED ASPHALT \ } } CONG. CURB (TYP) 1NI \}1,I i 32' \ I , _ ASPHALT ,+I ( EX SEWER MH I -39 '- - -- RIM 394.81: li ' ASPHALT IE 388.43 CONC. CURB (TF� 7.5' ------ { rn FD. 5/8" REBAR &CAP -.00' - f . I SHUTOFF VALVE ") _ _,. - J ' I •SE TI MH 11 /16/99 } - - - - - - - - - - - - S89`23`26"E 191.91' ❑ T •r' } % 396' �9yf y �' ; I tin ( *SEP } !i Wi CONC. WALK IN MANHOLE STRUCT. } ( 5��J BUILDING r� BP SIGNU -SEPTIC MH (` 1395, �v } I 10' SEWER EASEMENT EX STORM CB EX STORM CB ' i PER REC. #8001220755 395 � `, r I RIM 397.12' `.\ `� -`� EI(N)3389.98' 8"CC I } � IE(E) 394.02' 4'CC -ep 6" •MONIT(}R WELL ❑ EX SEWER MH _ - - - •TW-V3 ; I RIM 397.87' • DINT' ' IE • 392.82' } j 1cn •SEPTfC MH CONC. CURB . I } It I o -V7 + ; BUILDING G G d •MON'COR`trVEI_L I i z `+ �' • - o •TW-VI `, / CO r C "q TY } { Y_ } TW-V13'4 - - �- - ;TW-V12 ASPHALT ; + ; 45'x45' INGRESS & EGRESS ASPHALT 1 D155/88" BRH REBAR (LS 24737) TBM ELEV.=39B.63' ' , � ESM'T. PER REC. N+S. 9512201289 TOP OF PK NAILZ7l I I 225' WESTERLY OF EAST I 217' WESTERLY OF EAST - - - _ !L, NE OF GOUT LOT 1 I I LINE OF GOVT LOT 1 2 45.09' .L,1 ' ASPHALT RAMP CONC. WALK - - - - - - - - - DIRT , CONC. WALK - DIRT ', R----------- --- W ` ` DIRT - t'ONC APPROACH CONC. WALK �, _ ---- o CONC. CURB (TYP) \ - _ W W-W W `-----------397' ----- V ASPHALT Of n.. ca- 99 C RANGE E, , FD.`, TACK IN LEAD , IN 06SED CONC. MON. ; 11 /16/99 30' I --- DIRT { \ / I ASPHALT. DIRT { 1 EX STORM CB RIM 391 27' IE(N) 3 6.79' 24"CMP' IE(E) 387.07' 12"CC IE(S) 3 .V 24"CMP S I CONC. CU � (TYP) 00 i 00 I ;n o z 44) WM {-"-- EAST LINK OF GOV'T LOT 1 1 � ' 1 > ` Q } DIRT C_4 1 qx , STD L_M_�_ ' RIM ,39 83' 389.47' 24"CMP PE) ) .63' 12"CC r ,IE(S) .51' 24'CMP , 5/� BRH REBAR (L 22 , 6434) = 11 6/X Of L � I \0 30' \ a { ,83\ / \ (� AS ALT DIRT { '' , 3 SB , r L=111.96 + o Delta=56'39'0 RI 39 .78' C (N) 3P0.45' 24-CC o S) 3 0.48' 24"CC a / . SB IE( 30.90, 8"CC , / ! ON Fif I . r •t1(?Nli i 1 SB 1RAMP c� - - n { ' rn r 1 c RAMP ASPH LT ` P _ R P� o Z,'C�ONC. _ - - 7�� C C CURB SD { ^ EX TORM C IE(N) 391.38' 24"CC ASPHALT IE(E) 391.71' 12"CC X STORM CB - r 1 IE(S) 391.68' 24'CC , RIM 402.74! - - `- - - - - - - - - - - -IE W 391.688 18'CC FD. PUNCH IN BRASS PLUG FD� BRASSIE 'W X' IE(E) 39�'49' 12'CC O/ EX STORM CB' S89 23 2 E 517.64 IN CASED CONC. MON, , � '' �---------- �` I EX STORM CB �- ..- IN ONC. (MARKED T I"'W) IE(W) 3p&54' 12"CC �� RIM 399.66' EY SL-R G ,-- 397' - - - - - - - - - _ \; 11 16/99 , , // , . • • • RIM 396.86' RIM 396,68' / 1)/16/99 IE(NW), 39&69' 121CC IE(E) 395.74' 12 CMP IE(E) 393.93'I12"SG _ --' 1E(€� 393.15' 6'CMP OIL-WAT. SEP. INTAKE 395 812 GC CONC APPRbACH �--- - - - - - " - ` IE(E) 39301�-1$'Ci�P OIL-WAT. SEP. OUTLET - ` `IE(W) 393.9t' 12 CMP �v \ CONC. WALK �W �- ~' CONC. APPROACH ( IE(W) 393.46' 12'Ct; r CnNC. WALK - - l V Inn CONC. APPROACH P _ .,-- � - - - - - -- CONC. -W'ALK CONC. APPROACH_ - - - - - CONC. WALK _ _ _ _ _ - - - - - O CONSTRUCTION NOTES: (D SERVICE STATION NOT PART OF THIS PROJECT, FOR INFORMATION ONLY. WATER EASEMENT TO BE RELOCATED. 3 REMOVE EXISTING CONCRETE APPROACH, CURB & GUTTER, & SIDEWALK FOR NEW CONSTRUCTION SEE SHEET C6 4 REMOVE ASPHALT AS REQUIRED TO CONSTRUCT LANDSCAPE ISLANDS, & CONCRETE WALKS, SEE ARCHITECTURAL SITE PLAN FOR LOCATIONS AND DIMENSIONS. 5 REMOVE ASPHALT AS REQUIRED FOR BUILDING PAD. REMOVE ASPHALT RAMPS PER ARCHITECTAL SITE PLAN, PATCH ASPHALT AS REQUIRED. 7a MISC. REMOVAL ITEMS. ® FIRE HYD. TO BE RELOCATED SEE SHEET C2 WATER MAIN TO BE RELOCATED AROUND NEW BUILDING SEE SHEET C2 @0 EXISTING CATCH BASINS TO BE ABANDOND, PIPES ARE TO BE PLUGED. SEE SHEET C2 FOR STORM SEWER RECONSTRUCTION SEE STEET C6 SITE PLAN Scale: 1" - 30' GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 ft. BY CITY OF FEDERAL WAY ENGINEERING DEPARTMENT RY CITY OF FEDERAL WAY FIRE MARSHAL DATE NOTE: This approval is void after 1 year from approval date. The City will not be responsible for errors and/or omissions on these plans. Field conditions may dictate changes to these plans as determined by the City Engineer. 120 RECEIVED JUN e2 pi 0 U1LDImNG DEPT. m CID I m m ca w o rn Z I= o o C w w o n < 3 _7N11 E1111 DESIGNED J. oYE DRAWN G.W.B. CHECKED - DATE 6/26/01 PROJECT . FILENAME NSHORE-Cl.DWG PLOT AT 1 = 1 SCALE AS NOTED l e y VERTICAL DATUM CITY OF FEDERAL WAY Blot 112167-43-1 ELEV. = 406, 65' NGVD-29 TOP OF AAIC AND 18TH AVE. S.W. AT INTERSECTION S.W. 355TH PLACE, 100' NORTH OF S.W. 356TH ST. CONTOUR INTERVAL = 1' ASPHALT EDGE EQUIPMENT UTILIZED FOR THIS SURVEY: NIKON DTM--A20 LG ,METHOD - FIELD TRAVERSE THIS SURVEY MEETS OR EXCEEDS PRECISION REQUIREMENTS AS SET FORTH IN WAC 332-130-090. rlili 7n^1 1 r-^r 11111 • FOUND AS NOTED 0 CATCH BASIN Q SANITARY SEWER MANHOLE EIW WATER METER -4p POWER POLE GAS VALVE FIRE HYDRANT LIGHT POLE OT TELEPHONE RiSER (j WATER VALVE ANCHOR WIRE ❑G GAS METER OICV IRRIGATION CONTROL VALVE El TB TELEPHONE BOX EPB POWER BOX EISB SIGNAL CONTROL BOX ® TRAFFIC SIGNAL POLE —a— CHAIN LINK FENCE — G --- UNDERGROUND GAS LINE — SS — UNDERGROUND SANITARY SEWER LINE — SD — UNDERGROUND STORM DRAINAGE LINE _j 404.00 ASPHALT to 398.54' 12"CC IE(NW) 398.69" 12"CC / Nort,hshore Village (PR -- PART 6F SECTION 25 TOWNSHIP 21N EX STORM_CB nal znc All _ vvEX STORM' Du CB ---' - - EX STORM C8 EX STORM .C� RIM 397.43' ASPHALT - ~ V�— W RI�I 395 86`-� - - - - - - - - - - - - - - RIM 396.68'� w - . - TO IE(N) 391.38' 24"CC IE(E) 393.93' 12-CC IE(E} 393.15 6 CATP OIC-WAT. SEP. INTAKE RIM 399.66' - IE(W) 393.91' 12"CMP IE(E) 393.01' 18'CMP OIL-WAT. SEP. OUT ET ASPHALT IE SE) 3911.68' 24"CC I ff) 395.74"12"CMP _ IE(W) 393.46' 12-CC IE(W) 391.68' 18"CC IE(W) j9--K 3--' 14 C — - — — — — — — _ S.W. 356th St. - -----397----------- —--—--—---()— rV \ C7lNC. WALK - ` - - -CONC. APPROACH CONC. APPROA �a _ - ��- i PO C. �`� CONC. WALK - = C� � A' I Q a WM f0"CMP 2"CC '4"CMP CONSTRUCTION NOTES: SERVICE STATION NOT PART OF THIS PROJECT, FOR INFORMATION ONLY. 2 CONSTRUCT TYPE 1 CATCH BASIN & RELATED PIPE AS SHOWN. MATCH EXISTING GRADE WHERE POSSIBLE. 3 REMOVE & REPLACE EXISTING TYPE 1 CATCH BASIN. U4 CONSTRUCT STORMWATER CONTROL STRUCTURE, SEE DETAIL ON SHEET C3. 5 REMOVE ASPHALT AS REQUIRED FOR BUILDING PAD. CONSTRUCT STORMWATER STORMFILTER VAULT, SEE CATALOG CUTS IN DRAINAGE CALCUATIONS. EXISTING CB_i RIM = 393.58' IE(W) = 389A8' REMOVE & REPLACE W/ TYPE 1 CB NEW IE = 389.61 PLUG EXISTING PIPE ADJUST RIM AS REQUIRED � FOR MODIFICATIONS TO CITY STORM SYSTEM SEE NEW TYPE I CB 12 RIM = 392.80' SHEET C6 IE = 389,27' @p EXISTING CATCH BASIN TO BE ABANDONED A & NEW TYPE 1 CB #3 PLUGGED, AS REQUIRED. RIM = 391.64' IE = 388.95' 11 EXISTING CITY 24" STORM SEWER TO BE REMOVED & 1 R-�4 REPLACED, SEE SHEET C6 RIM 386.8a @ CONSTRUCT NEW EXTRUDED CONCRETE CURB (ECC) PER DETAIL BELOW. NEW TYPE 1 _CB #6 RIM = 394.00't @ CONSTRUCT NEW CONCRETE SIDEWALK WITH TEXTURED 9 IE = 389.88' FINISH. EX STORM CB NEW TYPE 1 CB U7 RIM 391,27' IE(N) 366.79' 24"CMP RIM = 393.50't IE(E) c 87.07' 12"CC IE = 388.73' IE(S�'386.89' 24"CMP NEW TYPE 1 CB #8 RIM = 39C25't IE = 390.23' NEW TYPE 1 CB 19 RIM = 394.50't IE = 390.49' 181.5 L.F. 24"0 CAMP 0 1.42% EX STORM CB RIM 393.83' IE(N)'389.47' 24"CMP IE(E) 389,63' 12-CC IE(S) 389.51' 24"CMP 3" COMPACTED THICKNESS, (2) LIFTS CLASS "B" ASPHALTIC CONCRETE 4" COMPACTED THICKNESS, CRUSHED SURFACING TOP COURSE TOP 6" COMPACT TO 95% COMPACTION, MATERIAL TO MEET CLASS "B' GRAVEL BASE PAVEMENT SECTION N TS STTF1 PLAN Seale: I" = 30' GRAPHIC SCALE 30. p 15 30 80 ( IN FEET ) 1 inch = 30 ft. APPROVED CITY OF FEDERAL WAY ENGINEERING DEPARTMENT RY CITY OF FEDERAL WAY FIRE MARSHAL DATE EXTRUDED CONC. CURB (ECC SEE STATE STANDARD F-2b TYPE 6 NOTE: This approval is void after 1 year from approval date. The City will not be responsible for errors and/or omissions on these plans. Field conditions may dictate changes to these plans as determined by the City Engineer. ,Jiff ��(},,, :. UILIOEING DEPT, � N C4 00 CD 00 0� mC4 Lij CL Ljj 4 v �C/)(''� z Q UL < M CL LLJ Z} ZQN �00 Z 4 r- (40 uj Z Z N � US 0 C14 N 0 a. Ld 0 in z 0 cn o CD bls �� CY cY) N 1n (0 co LO CV / L� M �' a Cr 0 u- W =j z > Z) Cc O CC :C0 U) ILL W U) (CC � ./ 1- L T CY), Cl) (:Y) PRELIMINARY NOT FOR CONSTRUCTION DESIGNED J. OYE DRAWN G.W.B. CHECKED - DATE 3/26/01 PROJECT . FILENAME NSHORE-C-1.DWG PLOT AT 1 = 1 SCALE AS NOTED �v �— ETA CANTLOT ______ .> REFUSE/RECYCLE SCREENING LANDSCAPING PM P�^ P+� Pry PYMY) Pw, PM x { t� W pW, i r Pvo I pv� / FM Pry �t PM r W � W � W A ® PiN NORTH AfArPMAL PRWMAST NO. 286AG-8-24X36 TYPE III CITY REQUIRED PERIMETER -LANDSCAPE (ALONG NORTH PROPERTY LINE) I 1 ESPRESSO STAND-'�- Al �L_2 # —' vi l.s � { -TYPE IV CITY REQUIRED INTERIOR PARKING LOT LANDSCAPE -TYPICAL i! ; F---TYPE III CITY REQUIRED PERIMETER - LAND S CAPE (.ALONG SOUTH AND EAST PROPERTY 'SINE) 1 TYPE III CITY REQUIRED PERIMETER LANDSCAPE (ALONG SOUTH PROPERTY LINE) �---- SW 35CH STREET PLANT MATERIALS LIST: (DROUGHT TOLERANT PLANTS INDICATED BY D.T.) SYMBOL QUANTITY BOTANICAL/ SIZE, SPACING AND COMMON NAME REMARKS -------------------------- ------------------------------------------------------------------------- TREES: A -6:' 1 ACER CIRCINATLW 8 FOOT HT., B&B, VINE MAPLE 5 CANES, SPACE (D.T.) AS SHOWN (NATIVE PLANT) 6 O�ACER SACCHARUM `GREEN MOUNTAIN'/ .2*1CALIPER, SUGAR MAPLE B&B, MATCHED, A N (D.T.) 10 FOOT HT., (STREET TREE) HIGH BRANCHED, 30' O.C. 92 CUPRESSOCYPARIS LEYLANDII/ 6 FOOT HT., LEYLAND CYPRESS CONTAINER, (D.T.) 9' +- O.C. �.� LIQUIDAMER STYRACIFLUA/ 2" CALIPER, 0 SWEETGUM B&B, MATCHED, 'Z (D.T.) SPACE AS SHOWN 0 57 PSEUDOTSUGA MENZIESII/ 6 FOOT HT., B&B, DOUGLAS FIR MATCHED, BUSHY, (D.T.) 10'+- O.C. (NATIVE PLANT) �t 9 AGGr SaIcci`1G►rvw► �IftCALIPER, ANS11 5*-,*K 0y � e B&B, MATCHED, }-}. 4r�.r M04o '1 V% 25'+- O.C. (STREET TREE) Ur¢t H Wl+Vt Sur�q ✓ Ko pl , 0 TP 11 THUJA PLICATAJ 6 FOOT HT., B&B, WESTERN RED CEDAR MATCHED, BUSHY, (D.T.) 30'+- O.C. (NATIVE PLANT) SHRUBS: 258 AMELANCHIER ALNIFOLIA/ 24 INCH HT., CONTAINER SERVICEBERRY 3 FEET O.C. A (D.T.) (NATIVE PLANT) 0 628 MAHONIA AQUIFOLIUM/ 24 INCH HT., CONTAINER Q� EVERGREEN OREGON GRAPE (D.T.) (NATIVE PLANT) W 0 Z1 VACCINIUM OVATA/ 24 INCH HT., CONTAINER Fa-t 1 ,10 1 EVERGREEN HUCKLEBERRY �i (D.T.) r (NATIVE PLANT) 45 SARCOCOCCA RUSIFOLIA/ 24 INCH HT., CONTAINER VANILLA PLANT GROUNDCOVERS: ARCTOSTAPHYLOS UVA-URSU I GALLON CANS AS KINNIKINNICK AT 2 FEET ON REQUIRED (D.T.) CENTER., (NATIVE PLANT) TRIANGLE SPACED CONTRACTOR SHALL DETERMINE ALL QUANTITIES PRIOR TO BIDDING. 'CONTRACTOR TO BID/INSTALL/WARRANTY THE QUANTITIES AS SHOWN ON THE LANDSCAPE PLANTING PLAN. ALL PLANTINGS SHALL BE FIELD ADJUSTED BY THE LANDSCAPE ARCHITECT AFTER THE LANDSCAPE CONTRACTOR LAYS OUT ALL PLANTS IN THE AREAS AS SHOWN ON THIS PLAN. THE LANDSCAPE ARCHITECT SHALL BE CONTACTED BY THE LANDSCAPE CONTRACTOR TO FIELD ADJUST ALL LOCATIONS PRIOR TO DIGGING PLANT PITS AND PLANTING ANY PLANTS. PROVIDE THREE DAYS NOTICE FOR TIES REQUIRED SITE VISIT. THE COST OF THE LANDSCAPE ARCHITECTS HOURS SHALL BE THE PROJECT OWNERS RESPONSIBILITY. PRIOR TO PLANTING THE PLANTS, THE LANDSCAPE CONTRACTOR SHALL TEST DIG A MINIMUM OF TWENTY HOLES TO TEST FOR DRAINAGE OF SUBGRADE SOILS AND THE PRESENCE OF GROUNDWATER. THESE TWENTY TEST HOLES SHALL BE DISTRIBUTED EVENLY OVER THE ENTIRE AREAS OF PROPOSED LANDSCAPING TO DEMONSTRATE THE SUBSOIL CONDITIONS THRUOUT THE SITE. SUBMIT FINDINGS TO THE LANDSCAPE ARCHITECT PRIOR TO MOBILIZING/PURCHASING ANY PLANTS. CONTRACTOR TO CALL LINE LOCATORS AND FIELD PAINT ALL UTILITIES PRIOR TO ANY WORK. FIELD ADJUST ALL WORK SHOWN TO AVOID ANY/ALL UTILITIES/SIGNS EITHER EXISTING OR PROPOSED. DO NOT PLANT ANY TREES/SHRUB CLOSER THAN THE UTILITIES REQUIRED SET BACK DISTANCES AS PER THE UTILITIES REQUIREMENTS. STATE OF ASHINGTON EGISTERED FANS A, CIIITEC'I' 7 i f it LY WILAVAM HORN CE .T FICATE NO. 419 cr I, .I�TI9SCAPE PL AP,� ROVA L permit 1?„tuber: 1 Approved B Date: Comments: r (� SEE ATTACHED TO THIS PLAN SET A REFERENCE COPY OF THE CONCEPTUAL LEVEL LANDSCAPE PLAN. THIS PLAN IS ATTACHED TO DEMONSTRATE THE SQUARE FOOTAGE AREAS OF LANDSCAPING AND IS INTENDED AS A SUPPORT PLAN TO THIS LANDSCAPE PLANTING PLAN FOR INFORMATION WHICH[ IS NOT SHOWN ON THIS LANDSCAPE PLANTING PLAN. I REVISIONS BY A\ _o �N>%tANI'' a M5 i ! DRAWN LW HORN CHECKED DATE 7-2001 SCALE 1" = 30' IN SHEET L-1 OF 2