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17-104855 (2)A %. ` v T m ` r tj ri T I 1 w _ 0 Z 0 O c N x O O M 0 0 w m C J J Za" a0 J Q 0 w H- U� O w N = �� � J oQ Z Q0 Z o� j N 7 m oU) o Q o N J w w� o� ww �_ F- U) U) 00 U O N Zw 0 0 U p n 7�wo Z U) cy) w UUU o Z Z Wm0 moU) �wW z w 2 UO 0 < 0m AO N 20 10 0 20 40 SCALE IN FEET LEGEND: CONCRETE a , ASPHALT LANDSCAPE /=1:1:3:• •� BM = BENCHMARK BOTS = BOTTOM OF STAIR CB = CATCH BASIN CL = CENTER LINE CONC = CONCRETE CW = CONCRETE WALK GR = GRADE EL = ELEVATION EOP = EDGE OF PAVEMENT EX = EXISTING EG = EXISTING GRADE 3 FF = FINISHED FLOOR FG = FINISHED GRADE FL = FLOWLINE IE = INVERT ELEVATION LSCAPE = LANDSCAPING LT = LEFT 01 M.I.C. = MONUMENT IN CASE NO. = NUMBER PC = POINT OF CURVE PT = POINT OF TANGENT RT = RIGHT STA = STATION STD = STANDARD 4 TOC = TOP OF CURB TOP = TOP OF PAVEMENT TOPS = TOP OF STAIR TYP = TYPICAL u KEY NOTES DETAi L ` KEY NOTE SHEET 0 NEW CONC WALK TO MATCH EG OF �;� EX CONC WALK - OREPLACE DISTURBED PARKING STALL STRIPING IN -KIND (TYP) - U3 SAWCUT (2' MIN FROM EDGE OF WALK) AND MATCH EG. REPLACE - EX ASPHALT IN -KIND EX CURB STOPS IN -KIND OREPLACE AS NECESSARY - NEW CONC WALKWAY (6" MIN OHEIGHT ABOVE ADJACENT - PARKING) f M t � a t 6 con 00 j l j(� 1 i �-Ljj P P . :. � / STAIRS NO PARKING SDCB RIM=419.70 / IE=416.29 6"0 Cle E $ ASPHA�T L BHT WITH � P NO ARKI GLa En 0 Nnr IECURITY CAMERA �b (Von) - ROCKERY tz rf � 1 jLamu � a 0 p BLC Lij " - /' MAILBOXES 8" AC WATER e416--.a . A�TOC 415.82±h EG 1.- Acn waE_HALT AQ,97 M 1(@ ASP-IALTTOC 415.64± pr -or,/ EG 415a10 z� 2 F--uj � ZD A t - TELEPHONE s c CABINET j/ TOC 415.57±Aj ., EG 415.03 w V• 0 .z ° m �TOC 415.59± EG 41w5.05 tr > W 1II 00 z� ►- ! D_ G c 5 IL 04 co cu >- _ SDCB RIM=413.1 z = I cn N " IE=410.13 12o vMfTOC 415.66± Ufa / --EG 45.12 00 v <"W 'Isto�® IE=$ w 12� CMP WCONCRETE_WAL� r T- :2 �m : cc, �- it iI Po� w UJ ASPHALT s: s TOC 415.76± °C3EG 415.22 ° LAWN BRICK WALL M UGP- UGP , I LAWN A!�P LT a. n SD ®-- UGP i ES ESIv4T------- �"" n S - MT UGP -- P c�� .. SD I _ U � UGP-----,�.- _ ESMT-- bi ESMT ASPHALT SST ESMT. CONCRETE RETAINING00 DEPRESSED CURB AND GUTTER WALL 1.5' HIGH WITH 5.5' HIGH WOOD WALL S c -- -- 0 _ c ESMT- - ES tT `- _ ®- -- -- S/ Ate✓ / I GATE A r POWER VAULT z POWER VAULT Q SDCB RIM=41 1,75 sZ IE=408.40 15"0 CMP N o ASPHALT 1 IE = 408.37 15" 0 CMP S w' (RED LOBSTER) " �m x dw_ I o BUILDING I � ,HEIGHT=18.9 \� I /A� P I T ��i SIGN SDCB .► 0 CMP N 1 B SD SD - SD w SDCB RIM=419.51 L IE=418.21 6"0 CMF ui IE--413.6D 6"0 CMP W z ��,_...� a 0 LIGHT/ WITH IE=413.27 12" CAPS I SECURITY CAMERA 0 SDCB RIM=418.58 SDCB RIM=416.91 IE=415.90 12"0 CMP N IE=412.09 12 0 CMP N " IE=416.14 6"0 CMP E IE=412.13 12" 0 CMP E IE=415.84 12" CMP S A � 1.9' X 1.45' _ j¢( t I E= 412.03 12JJ 0 CMP S ASS LT 0 ASPHALT I B, B SSMHJ sRIM=417.45�me.��` �2.8' X 1.9' 0 MID 10 PVC CHANNEL bt z I \I,- SDCB RIM IE=408.35 (N-S) STAIRS , CONCRETE WALKWAY WALL WITH 3' HIGH FENCE _ _ _ _® - --® s � :DRETE� ° . A. Okia S- OrdD 1 x Ld A a MAILBOXESCN ' I-4 16 .x. .w w ASPHALT /-FF 416.00 m`TOC 416.05+ �YA 2.8' X 1,9' o. FF 416.20 ECG 415.51 c�... IaB 2 -0 1.9' X 1.45' -TOC 416.04± I %FF 415.75 EG 415.50 a �.:. w I ASPHALT I FF 416.20 a TOC 415.98± m,...EG 415.44;SPHALT f I m 1w w a r-FF 415.75 FF 416.07 FIR .s f 0 ,-, TOC 415.87± \ r X 0 ::3 v -FF 415.75 s EG 415.33 w ! w 0 0 elz 0CENTER PLAZA - BUILDING A FF 416.07� O a- C7 � 5 < "LT" 1.9' X 1, 45' . �.. -FF 415.86 a. -TOC 415.73± in " � ° .a EG 415.19 "FEST" 2.8' X 1.9' B > a s: �_ I � FF 415.82 $ , TOC 415.62± � . OFF 415.86 EG 41508 s � m 4 ASPHALT a. FF 415.82 SDCB RIM=412.83 �. IE=411.28 12 0 CMP N Ccr -o IE=41 1.27 8"0 CMP E , _ -- IE=41 1.09 12" 0 CMP r/ 11 11 1 a j x ✓ ,W CAcn O� a 131 Z Y W 0 I Q aQi= �Wz>-W 1 W W mw =wwOE- H Q U U z O0 Z W Z C? - 0 z0o�z > °Q�WL w p m 0 4 WWzzU O-W.�W=W �u� n�.UC�Qw OQUj�U � W > Z J W W z Z ry_E-_-j H U�SmF- Q�oo w- z o m �OOQ Q Q F_ � 0 W o w z w z CNI L Y ca ao LO o0 0 'So � r -CO Nr cYicb c 0 5U- oo m Y > N N 04 C) J LO N o0 W AS I HALT_ Ol d, ASPHALT �? N 1° 2 z Q CO � S D B R I,M=412.68 1 3' O ° . .� Ll - a -° �d ° Q I E 1./23 12 CMP W WER. VAT$ Jul } VAULT (, . 41 UGP """` „ w .v � .• .v � .• ,v ,i, UGPy; UGP W v � s y SD UG y S0 cn ASPHALT w ---. �� LIGHT WITH I ---c 0 SECURITY CAMERA --�._-_.wkj�C 9--N 84"25'20" W SITE & GRADING PLAN A B C D E A F G H J ME Z � A= 4' Z Q R =1 i ccQ CO L=30. -'off QQ Q J 6 TRUNCATE Z UJ DOME CL0F, a_Qz 8" IRON U ~ w w 2 Q � W 0 WATER LIB ���W ��� 5°43' z0z zu- (D 12.53' 0 2 w (1 00 Q0W �-_�_ N 5°42' 1 � U 3: u) 2.9 5' z W ._, N U) LijI) O 7 Q Cr LL W N W CN o W �- z d- o o a PROJ. MANAGER: TG DESIGNED BY: B1 DRAWN BY: DS CHECKED BY: TG SCALE: AS NOTED REV. SHEET RECEIVE® 10I3/2017 A 8 SHEET NUMBER OCT 10 2017 CITY Of FEDERAL WAY COMMUN" DEVELOPME K g ' C . D . E . F T G . H . ! ` J j s K ■ Ad N 1 20 10 0 20 40 SCALE IN FEET LEGEND: ol CONCRETE ASPHALT 41 LANDSCAPE iqm 0■ 0 n w 0m � J J Z LL are Q Uw U� oul N = M � J Q oZ oLD 00 Z oc> N co oW �CD aQ N J w w� � wo w LL w Ca M O (n N o� 0 0 � M z� Ow o< U p Lo 75wo Z U) cy) w J UUU ° WZz r mo moq5 2wW Z� > Z O 0 7 20 �O U U_3Q KEY NOTES DETAIL/ KEY NOTE SHEET BUILDING IS TO BE EQUIPPED WITH NFPA 13 FIRE SPRINKLER OA SYSTEM (INTERIOR SPRINKLER - SYSTEM DESIGN BY OTHERS) �2 NEW CONNECTION TO EX SEWER 10" IE 405.60± - 6" IE 406.42± RECONNECT UGP AND UGT SERVICES TO NEW BUILDING - EX DOMESTIC WATER METER AND SERVICE TO BE REUSED IF IN ADEQUATE CONDITION AND SIZED O4 CORRECTLY (SIZE TBD BY MEP). CONTACTOR TO DETERMINE - LOCATION. OTHERWISE, NEW DOMESTIC WATER METER AND CONNECTION TO EX 12" AC WATER MAIN IS REQUIRED NEW CONNECTION TO 12" AC WATER MAIN 1 EA - 12" X 6" TEE (FL) (D2 EA - 12" GV (FLXMJ) G/C06 1 EA - 6 GV (FLXMJ) 2 EA - 12" SLEEVE 2 EA - 4± LF 6" DIP CONC THRUST BLOCK DEPARTMENT CONNECTION (DFIRE (FDC) - 6 LF 6" DIP FIRE SUPPRESSION MAIN (SIZE TO BE CONFIRMED BY - SPRINKLER DESIGNER) 6" DOUBLE CHECK DETECTOR ASSEMBLY WITHIN VAULT (SIZE TO BE CONFIRMED BY SPRINKLER 0 DESIGNL_. POST INDICATOR F/C06 , VALVE (PIV) TO BE LOCATED WITHIN VAULT OR BUILDING (FINAL LOCATION TBD BY OTHERS) 63 LF 6" L>,� FIRE SUPPRESSION OMAIN (SIZE TO BE CONFIRMED BY - SPRINKLER DESIGNER) RISER ROOM LOCATION TBD BY OTHERS AND FIRE SUPPRESSION 10 MAIN TO BE REROUTED AS - NECESSARY PROTECT EX FIRE HYDRANT 11 DURING CONSTRUCTION - 12 REPLACE EX CURB IN -KIND - SSS CONNECTION TO BUILDING O6" 13 6" IE 413.00± _ 14 4 LF 6" SSS @ 2.00% MIN - INSTALL GREASE INTERCEPTOR (SCHIER GB-75 OR EQUIVALENT) RIM 415.85 6" IE 412.50± (INLET) 15 6" IE 412.50± (OUTLET) MEP TO CONFIRM SIZING. _ ADDITIONAL GREASE INTERCEPTORS MAY BE REQUIRED DEPENDING ON BUILDING OCCUPANCY 16 6" SSSCO RIM 415.83 - 6" IE 412.45± 17 16 LF 6" SSS @ 2.00% MIN - NEW CONNECTION TO EX SEWER 18 10" IE 407.85± - 6" IE 408.67± 9g 16 LF 6" SSS @ 2.00% MIN - 20 6" SSSCO RIM 415.56± D/C04 6" IE 412.45± INSTALL GREASE INTERCEPTOR (SCHIER GB-75 OR EQUIVALENT) RIM 415.72 6" IE 412.50± (INLET) D6" IE 412.50± (OUTLET) _ MEP TO CONFIRM SIZING. ADDITIONAL GREASE INTERCEPTORS MAY BE REQUIRED DEPENDING ON BUILDING OCCUPANCY 22 4 LF 6" SSS @ 2.00% MIN - O6" 23 SSS CONNECTION TO BUILDING _ 6" IE 413.00± BUILDING TO REUSE EX SEWER STUB(S) IF IN ADEQUATE 24 CONDITION OR INSTALL NEW 6" - SEWER STUBS @ 2.00% MIN SLOPE. REPLACE ALL DISTURBED PAVEMENT IN -KIND. r STAIRS NO PARKING� SDCD RIM=419.70 f CENTER P - BUILDING B }... IE=416.29 SD- - S L SD�- ---- SD emu. _j - i o ASPHA�T L HT WITH NO PARKI G 9 ECURITY CAMERA SDCB RIM=418.4�~ .. �,., - IE=413.37 12" 0 CMP N t17 m a fI9 uj o c V) t+ I r �0 s 7 cr, cn� MAILBOXES / '0 f / a 15�X <v /l 8„ AC WATER s 1 AA PHf� : LTC � ASP-A F, w.. (10 ✓ f car z F- FLLJ - ,�"f -- f TELEPHONE uj CABINET , of J Q % C) A . :D < '- cs I gCIOw B (IVARS) I w o > �00 cca J� Z)I j � , cv � °.�.� _-_� SDCD RIM=413.1 ' _ of LdI 'q- - I E=410.13 12"0 M P N 24 t �--� I IE=4i 01 12"s� CMP E ,- (.? . ;� ray / LCRETEWALON,,4 IE®4 12 CMP W f !Iw ow w _ L ASPHALT I� � A � O - 0 U) GATE \ 0 EGA \N - POWER VAULT 1y u q POWER VAULT SDCP RIM=411.75 IE=408.40 15"0 CMP N zo ASPHALT' IE=408.37 15" 0 CLIP S (RED LOBSTER) ct <. O BUILDING HEIGHT=18.9 �\ UTILITY PLAN ASPHALT I - sD--- 'Sly sD � S CP RI I =- 1 g. 1 --a , rllzaou, IE=418.21 6"0 CMF LIGHT/ WITH SECORITY CAME c 1.9' X 1.45' ASPHALT �,. 183 I � SDCP RIPS O 0 af I r.- Ljj Z) 0 � x 0d' Ld co O� N C` J � . ASPHALT 2.8' X 1.9' .�-..,u B ASPHALT I \ 11 �.....„ r w f IL 4- 6 I/Lij L - ��i! Ld I Lf 7 X O :D � 5 Ld 0 0 i 1.9' X 1.45' �ro "PEST" 2.' X 1.9' � � B -( ASPHALT u� Cil 0) f ASPHALT i e� SD P RIM-412.68 a .. IE 1.h23 12"o CMP W POWER VAULT �p -.—..tea, LIGHT WITH --� SECURITY CAMERA w4 p 2 ASPHALT ASPHALT BUILDING /! o f® 15$1 as rs a 31 R- _215 L=50.,� 1.32' A=94 --R =1 8 s L = 3O. TRUNCATE DOME 8' IRON WATER LI� __1 N 5°45'. 12.55' 00 CO N 5° 4-2 1 2.5' ' z i RECEIVED OCT 10 209 CfTY OF FEDERAL WAY COMMUNfTY DEYEl EW ■ Y Z w W w W Q J Q J = Of =w=mom ~¢C)U)F- z �ozWz U- 0 z�o�z °QW° W 0 Z Z U LL 1 ji � O���f= aU(D<W 0 < u) :) 0 I—w=>z Qw w = Z d 0P� U�Sm�m Q - 0 0 ww}zo m �0 U Q 2 0 w CL z J w z d N O fn r M M C as �m �Lo 0) coL¢ w(o Y N N o m ■© -4 W. G o�N of W" geFl PA`` Dig[ _ Ti _ elein te: 'o Z 7.10 �0 R 4784,,6:59: ass ONAL N T oo p Ur o z05 Z Q NzW Q N 6 z 0 � Q f— rl Q cr- W u vJ r W Q U U It— W VTJ O w U U � Z N Q M CL W cO (n C) p 7 LLJW LL CV Q U z O O a PROJ. MANAGER: TG DESIGNED BY: BI DRAWN BY: DS CHECKED BY: TG SCALE: AS NOTED . REV. SHEET 4 I 10/3/2017 A OF n A R F D A E F A G