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19-104158 PLANSNORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 21 NORTH, RANGE 4 EAST, W.M., INKING COUNTY, WASH/NGTON, F AM LL NU. L I,)4/UUU I U --� E �------------ SCALE: 1" = 30' r r\ST CAj\j]PUS j\j] J C r INTr R DIV -1 r r � 1 10 �21 40 = 22 ;U � \ � 30' 0 30' 60' r�rC 1�1J, �JJ%-J722JJJJJ-J (VOL J-12, ;�r 3- 1) % Ex CB o _ RIM=237.55 EX SSMH IE=234.55 12"W y /� RIM=24 .20 \ PP LEGEND <-4 CC=233.20 � RIM C243.77 ■v STORM PIPE EX CB i. / EX C238:59 SEWER PIPE RIM=245.1 i i i !E=242.07 12"E 1E=234.49 12"E IE=242.06 18°W _ - - IE=242.17 12"N f WV g IE=234.54 12"W WATER PIPE - - - - - - - - - - DRAIN LINE TBM-t I Al 49°21'53" FOUND 2" BRASS WV \ R 25.00' L=21.54' PROPERTY LINE SURFACE MONUMENT N i \ o•. REMAINING WALL PARCEL N0. 2154700110 WITH PUNCH j N N88°39 49 W 42.18' PARCEL NO. 2154700100 (APRIL 2019) — FENCE EL=247.72' RELOCATE CB / EX SSMH k.. \ O GV IE 23 . 3' APPROXIMATE LOCATION RIM=244 40 : 48"CMP S OF DRAINAGE SWALE CC-232 84 � �• � :r REMOVE EXISTING CB / a /' / At IE=231.24} TRASH CONTAINER EX CB :- �* i / A2 P ! POWER RIM-24;�5 / / I ( \ f vauLr LOCATION TBM-2 FH ®' 43 p / i / I vl i . FOUND 2" BRASS / 242 • S 0 T IoF ® BEEHIVE $ AITH PUNCH 2019 / WV� �� V y EX C /ti_ „✓,�g / A4 SURFACE MONUMENT , I V -: g � / � ! � 4 �� ` 1 ... ® TYPE 2 OPEN GRATE EX SSMH EL=251.38') / 1� '' y / R=T44.85 A6 /��3 �234.'w� B2 I I TYPE 1 OPEN GRATE RIM=250.87 CIE=241 84�2 SE Ex CB IE=241.29 / / RIP -RAP PAD CC=239.51 S a ��L / / �� / 236 / I w IE 47.06 12"SW" / / /y CENTERLINE 0 z EX SSMH IE 47.08 8"E / 246 ap / / / - t7 ASPHALT I RIM=256.60 / r $ T -�� AS v / BC� — - - -- — ' 5 ?43,p e 0 240 ! I / L i %� PZB'�/ v j B7 `�69 -°PERMEABLE BERM TO A // -Al ICONCRETE ' MANAGE WATER VOLUME\ -- / /� ;�`v B8 '0 242 �• BUT NOT TRAP FISH f ` 61 - - - , M •.t /�- -'n b� �i / / / D� N� \ ' , 1 5i h s...0 G AS CJ r WV / �� o� G �, ���, / �, L d EMERGENCY OVERFLOW PIPE PERMEABLE CONCRETE rn ,r, , {,, o . INFILTRATION GALLERY ,,s, I F o \ \ r C �" . i r .'.'no � 4 A26 '" i �a t S ' r'Mti :p N / - Al - ..- '� ' � o ROCK LINING CD S ., �n Al2 , 2242'cv o I ,� — � POND LINING R25 E< CB — — o / / i 24 Li �`� / RIM=250.6 ! A14 v B27 e\�� - - _ - "' IE=2 iJ 24 36"S i \ / i ROOF DRAIN OUTFALL / �243.89 12 NEco � B26 IE-241.00 A15 \ B25 \ \ A22 - _ _ _ -'TERffN I I Q 6 \ \ \ �y . _ 248 J A 17 / /'-� HANDRAI B24 } { k Q �! �- -ti - A20 A19t A18 P ��� �i / ! Rol 6 i MODULAR WETLAND \ ` ---- -- 8 / EAS� EN OR -� i. BIOFIL SWAL g2'_2 y- - °� _ _�42 �y .� �, j `s\ \ J�� ��' - - / 1 REC N 9 6952 '3 I Q'' �i 1 _ _ ) '' ONNECT ROOF DOWNSPOUT ( ) co —_ _ I 821 g�'OC.�` 2/45�-B19 < __ y/ 1� - y �— 43'—y __ w__ :' <y 10 DRAIN LINE / k l \ 1 2 { j - - / N. DRIVE R-17cN MEDICAL /DENTAL k ! II — i j Rr C �I�IrJ. 3 Q-14t17�- JG TEL VAULT I c ► OFFICE ! I U SEE POND 1 FF=243.6 I ! S7.ddl D SECTION / � --- - / I (m k \ ! cV/�� �\\ " DRIVE B > A -A THIS SHEET I `b I ' ' 50.00' \ I ) FOUND 1/2" REBAR AND o 0 0o r` / I CAP "TCA INC. LS 22962', - k \ N N C — I f % 0,05' N AND 0.09' W OF 1 B /O N GB-2 2019) PROP COR. (MAY ` \ / \ \ 9 / 12"C P(W) i 1 ( I FOUND 1" IRON PIPE WITH o SEE POND SECTIO 50 ( /'os 9 ; vy �� \.. ��e_:• y, IE=2.35' ,-�! CAP WITH TACK "EWING LS B B THIS SHEET RC L N 2V, TEL VAULT r ) { 11926", 0.30' S AND 0.21' / ' v` \ / ma's I\\ 9 s o' !,�o , ! �F'o o _ -. a �;"qG, b - ?o yo ``\ a ! ; N / W OF CALC'D PROP COR. ) �\ ` y I \ �r G j CB_3 / T - o Q I cv- a~ - - U� ( POWER - / f `Y 2019) `/ / J \ ,-q C I c uo �� ��' VAULT LT kk �1 ° s - 2Q T 242 KEYSTONE GV . F� Ln w. S" >, — - - -6' ` �p� q� — r BLOCK WALL 4,, INVERTED CB-4O9p93o HIGH) / ' —9/ \ / / \ CONCRETE i POWER S�� / / 1 WALK BUILDING VAULT C� BUILDING o� BUILDI� i \ / (VOL 07, PG 7 ze \ i / \ \ CONCRETE Y \ \ WALK PARCEL NO. 1140400000 I \Ul IIJLV 1141 IL11\/•\f lvl7 rRUf UJLU 111 ILMM11UIV POND SECTION B A' NOT TO SCALE SITE INFORMATION TAX PARCELS: 2021049166 SITE ADDRESS: 1044 S 348TH ST FEDERAL WAY, WA 98003 SITE AREA: 109,850 SF 2.52 AC CURRENT ZONING: OFFICE PARK (OP) SETBACK: 25' FRONT 20' SIDE/REAR TOTAL GROSS FLOOR AREA: 9,800 SF MAX BUILDING HEIGHT: 35' PROPOSED BUILDING HEIGHT: 16'-10" TYPE OF CONSTRUCTION: TYPE V-B (WOOD FRAME, NON -FIRE RATED) OCCUPANCY TYPE: GROUP B REQUIRED PARKING: 33 STALLS (1 STALL PER 300 FT OF GROSS FLOOR AREA UNDER FWRC 19.125.070 (4)) PROPOSED PARKING: 58 STALLS SURFACE STANDARD: 55 STALLS SURFACE ADA: 3 STALLS CREEK R DrOUVARI C I s m Z z o Cn w w 0 0 z� p , •>. ��� N a. = c U cn W �. Y L 00 U 3 Q LJ.! � o 1 > �Q n °ov•� c 3o�a 2 d CN o i N F- w (0) LL u 0 a U J J J � � J .:T z W ''c-- .. L w 0 W `' 3 W w U u- 0 W 2 ESUEMITTED AUG 2 9 2019 Cr Y Of FEDERAL WAY MUNITY DEVELOPMENT JOB NUMBER: C18118A DRAWING NAME: C18118AC-SP-PL DESIGNER: JMT DRAFTING BY: DAD DATE: 7-2-19 SCALE: 1" =30' JURISDICTION: FEDERAL WAY spmol SHEET 1 OF 1