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18-104024 PLANS1ff =120' 0 30, 60, 120' 1101011111 ml � � i o � x r® «®e s® a e i i i 1 I x 1 x 1 j O 1 O ; O 1 I , • jl x 1 F 1 i � i i i 1 t 1 1 1 I 1 x x t x k7 MOTES I Ilslilil.11?!�l �j �, , Ljj s I 4s} 1. THIS PRELIMINARY SITE PLAN IS BASED ON A SITE PLAN BY MULVANNY G2 ARCHITECTURE, INC. DATED, 6/97. THIS PLAN HAS BEEN PREPARED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. 2. THE BUILDING SQUARE FOOTAGE AND PARKING SHOWN ON THIS PLAN IS BASED ON INFORMATION PROVIDED BY THE OWNER AND/OR OTHERS AND HAS NOT BEEN VERIFIED. U 0 m M STD SD= 320TH O SrT NOT TO SCALE — to -- FEDERAL WAY CO5iC0 SOUM 352ND Vicinity Map_ CLIENT: PROJECT ADDRESS: BOUNDARIES INFORMATION: COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 35100 ENCHANTED PKWY. S. FEDERAL WAY, WA 98003 THIS PLAN HAS BEEN PREPARED BY USING A SITE PLAN BY MULVANNY ARCHITECTS, DATED 6/97. BUILDING DATA: BUILDING AREA 153,945 S.F. TIRE CENTER 2,305 S.F. TOTAL BUILDING 156,250 S.F. EXISTING PARKING DATA: EXISTING PARKING PROVIDED: ® 9' WIDE STALLS 618 STALLS ® 10- WIDE STALLS 47 STALLS ®bw ACCESSIBLE STALLS 28 STALLS TOTAL EXISTING PARKING 693 STALLS NO. OF STALLS PER 1000 S.F. OF BUILDING AREA: 4.43 STALLS PROPOSED PARKING DATA: PROPOSED PARKING PROVIDED: Q 9' WIDE STALLS 618 STALLS d 10' WIDE STALLS 47 STALLS QHC ACCESSIBLE STALLS 28 STALLS TOTAL PROPOSED PARKING 693 STALLS NO. OF STALLS PER 1000 S.F. OF BUILDING AREA: 4.43 STALLS NOTES: EXISTING CONDITIONS TO BE FIELD VERIFIED 0 T E 0 o 0 <�O �Oz Y � Jg3 w Q o - a 2 o U O S {!1 N ar o n +: o Q v a o V) LLJ v I— c z Z� v, LLJ �Q Z z Lij cq�a� z Zaf �z 00 w <C n 0 z C N N Q Z �Uzi �- .-... N 00 ZNN La -IC Yid. L) (7) 0 o r =Q W U m RECEIVE® AUG 2 9 2018 cOF 'Q� oPMEY 11 v cn n 0 N 00 O N Ln N h v v 0 1 i` O S 0 ,2 X Li Q O 0 V 00 0 N v O co V) O O O O / -19alffl CONTROLLER ENCLOSURE -- -- MIMMOM NOTES 1. THIS PRELIMINARY SITE PLAN IS BASED ON A SITE PLAN BY MULVANNY G2 ARCHITECTURE, INC. DATED, 6/97. THIS PLAN HAS BEEN PREPARED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. 2. THE BUILDING SQUARE FOOTAGE AND PARKING SHOWN ON THIS PLAN IS BASED ON INFORMATION PROVIDE BY THE OWNER AND/OR OTHERS AND HAS NOT BEEN VERIFIED. SOUTH 352ND STREET • �" }} \�"t Omaha t i (� F ON { t a - I a 1 p i t i 0 --- SOUTH 352ND STREET Existing Site Map ;PROJECT DATA FI I CLIENT: COSTCO WHOLESALE 999 LAKE DRIVE ISSAQUAH, WA 98027 PROJECT ADDRESS: 35100 ENCHANTED PKWY. S. FEDERAL WAY, WA 98003 BOUNDARIES THIS PLAN HAS BEEN INFORMATION: PREPARED BY USING A { SITE PLAN BY MULVANNY ARCHITECTS, DATED 6/97. BUILDING DATA: BUILDING AREA 153,945 S.F. TIRE CENTER 2,305 S.F. ' TOTAL BUILDING 156,250 S.F. EXISTING PARKING DATA: EXISTING PARKING PROVIDED: ' ® 9' WIDE STALLS 618 STALLS ® 10' WIDE STALLS 47 STALLS ®, ACCESSIBLE STALLS 28 STALLS 4*1 TOTAL EXISTING PARKING 693 STALLS NO. OF STALLS PER 1000 S.F. -�� �— -- OF BUILDING AREA: 4.43 STALLS PROPOSED PARKING DATA: PROPOSED PARKING PROVIDED: ---_� ® 9' WIDE STALLS 618 STALLS ......... ® 10' WIDE STALLS 47 STALLS Q, ACCESSIBLE STALLS 28 STALLS TOTAL PROPOSED PARKING 693 STALLS NO. OF STALLS PER 1000 S.F. OF BUILDING AREA: 4.43 STALLS NOTES: EXISTING CONDITIONS TO BE FIELD VERIFIED. 0 :, �; Q Q CD a— Sz a: JLJ < Z J z _ U � O i � 0 U 0 Z W W Y LL v O O o QZ E 0 o a N 0j a ��O z co�z WQQ Y = QJ?� W(I= o I O U lLL v � U ( O T 0 o tT 3 v m 0 0 Q 0 Q In :D O � zW w X �- a Z L` a w z z Q Q N r- Ld f� 'S N N 0 Z L0 Lc) L0 Ld Y : U < 0 ON/� 0 S+ QZ T W V _ 6 GoN (ID N " Q O V) U m U) Ln O 0 N Ln N v 0 a N 7D 0 cfl / 0 co Q X W Q 0 U 00 0 N L 6 0 / 0 0 0 ro I I \C 25z.2F \' I 11 i Do II 11 II I; I II II I II � II 3 N 1I II ;� II 11 11 N " II ' M II II II II (I 11 II II 11 [ f I I 11 II 11 � II S1.67 I K 255.82 x a»}.&^ 1• x 25i.0� I K1 I II 3 „ 3 11 € ij( II i II i 11 V) Z II II j II I 3 I II II 11 11 11 I II II f� 11 i� [p[ 1 1 j) jjjj i I I fF j i I 11 111 II II t II 3I 11 Il II 261M j X asaa Rom.& n # II �' ly # I >et ! II I II I i i p 11 iii i I I 1 cra t 11 # a 11 i II �i f II II I 11 II i6-r, x 250.6 . 210,74 x .<2EMU 11 11 j I I e3 II 10 II II i II I 11 II p II II j II II II II II II � 11 II II II II 11 II � II i II 11 � 11 � II N 11 II II 2 t� # HIV a4 I =4UrUL \ SDMH EXISTING CA H ---- RI =251.43 SIN TO RE AIN E } x a52,S,,,✓ i w - ww-v t 9.57 x 0211m X 2S`:.97 SD YY._....... P(UG) EXISTING CURB EXISTING CANOPY DRIPLINE EXISTING EASEMENT EXISTING EDGE OF PAVEMENT EXISTING STORM DRAIN EXISTING UNDERGROUND WATER LINE EXISTING UNDERGROUND TELEPHONE LINE EXISTING UNDERGROUND POWER EXISTING STORM DRAIN CATCH BASIN EXISTING STORM CLEANOUT EXISTING SPOT ELEVATION DISTURBED AREA SUMMARY: TOTAL AREA = 8,265 SF EXISTING PROPOSED IMPERVIOUS: 7,745 SF 8,094 SF PERVIOUS: 520 SF 171 SF . e ' .. e:�.,. -lx_- 360.0 0.54% 100.00 M.E. 4 CONCEPTUAL GRADING AND UTILITY EXHIBIT COSTCO WHOLESALE FUEL FACILITY EXPANSION LEGEND 35100 ENCHANTED PARKWAY SOUTH, FEDERAL WAY, WA 98003 � EXISTING pp, COSTCO FACILITY #61 EXISTING CONCRETE EXISTING CATCHF-11 BASIN TO REMAIN EXISTING STORM I DRAIN MANHOLE EXISTING STORM =� TO REMAIN I DRAIN MANHOLE I TO REMAIN I 250.&5 J1 R6.3d ' (x 283.t9 Iff I a67.6d I f i Ii l! 11 x 267.27 t , II II EXISTING r� UNDERGROUND " $ a 76 " 267.74 2MI7 POWER -TO -REMAIN __ E �n8ffi9 885i0 RA OD wn magwi, E `283.34 \ ! Ett 3 r II a \ 11 �sty r \ , 1 I y�II ISTIN , LOT 1 0' LIG 1263._.I� II II ^e87.7& 4 0 RE IN 11 II t I}j 261,(( 62 I €j I [[ ] E ' 2 .131 ' II II 7t 1 261il W 26#.03 $83,84 I II II I it I II 91,72. 52.67 11 77 261.68 283.66I i Z61.6q i6 74 [ ` klct t w �m8227} �2awl ' 4mft i 2mm U.'7tt3 1 � EXISTING STOR DRAIN MANHOL q I �gl I EXISTING VENTS, TO REMAIN 21 "TO REMAIN \ \ \ } \ I I i I 6 1AA263.1 6#.E 2MV1 /PR( MM a% ! 1 26,.�OIVOLLER EXIS NG LO ENC SURE fil i 1 1 E 63.4E c 2114 2 SZ#7TO 1N ; �;\ I' 63262z�2&2.IX} 1 .•✓`Sty SY,$i -- L7 � \ I co g PROPOSED 3 1�1\ I S x zJNG`IG VENTS /€-- a� }/ Iz aL6 sss 6, - e c> LXISTING PAVING /�i_ REMAIN TO REMAIN > i ' I NEW 1 II El � . 1 �XISTING LOT J i% fl G O li LIGHT IMPERVIOUS � -� , f I1 (rG_.TO REMAIN .99 i 2,6 EX. UST o o a I " c� � 8 � . 0 L 8 � �J � -� I STRIPING PROPOSED EXIS�fING STORMx,�� p a�3.,< If =07 :' �; 262.7_±; DET,tNTION VAULj� ff f r 266257 1 07 4.5t `_`- `q� // �.. ' Rig, 26E7B Q I7 f? fry i x eS...52 f S i l ` I �' ISTING L0 262� .. 2.5b 2 263,E z f3ig 3 20.. f jjJ7 li 0 T .62 262 73 F] li �.- Y f EXISTING FIRE HYDRANT TO REMAIN LIGhi I �. 26 06' 2&2.B:i . a •. .38 / i` 0 RE Al ` z. / x 27#. 2R5 fA 1 e128aSa -✓ C,\ /jam/ i a iIN [ E rVl[�TI\IY• nI Ion ,„� O a&S.as4a r ra.� MGM �\ x 2 � x 20Y 08 _ I _ � ``�'�`'-,• -- ---_ . � - :�., -� 6 N88'31'25"W 201.46' EXIS PIG C�CH&QUIZ ------- __ 2 f., £� � BAST TO"w-R IN � � -_ �'' �� •�� � SJ;sH PROPER so - s - sy - so - s� - / g r_ _ RIB=28.4'3' ` BOUND I ' (E 8" PVC E=274.28' -w-w w w___ __.w w_ w ;� w_ w4w _ w w -w w- -w w-rw w -� q��L'w-w _w _w 275 ti r ", w r p _ t ? I lE 8" PVC 1=27.18' zt;r+� I ` 6„ PVC E=274.28' a IF 8" PVC SE=274.28' S88'31 5 E 1221.7yJ8' #,✓3A...._. .W------� ._...._..... S S SS ...-•... SS --.. SS .�.�.. SS --- SS c.. 5_ SS SS 5 - SS ASS - SS -.� SH-ss-`�`-c SS -cc- 2Y .S is cS S_ SS 55 cc ><, Sc Ss SS SS SS SS '.: .-.- _C Deyo cc T RIM=258.28' PROPOSED ASPHALT PROPOSED CONCRETE PROPOSED CURB SAWCUT LINE PROPOSED STORM PIPE PROPOSED CANOPY PROPOSED INLET PROPOSED CLEANOUT FLOW PATH PROPOSED SPOT GRADE PROPOSED GRADING SLOPE MATCH EXISTING PROPOSED MULTI -PRODUCT DISPENSER W r*-14 N I / do o ® a = W < O a V 0 CO O (3) V U- QQ' w N d O c UN U L Q x U 0 =II Z In O > _ d Q F_ 1- ~ N Lo 00 N 0 ° C o ° N C se 0 co 0) ro °\ •a�'i 3 0 � ° t a m o o a� U .w = ( U � w O Z Z L 00 V) g rn W aQ Z W Z Lam \ Q n N CV O o O C14 00 z L 00 c*4 0) c(o 0000 y Z E N I I LIJ w Uo Z o ld) 0 Lo N 04 w o J i rn 00 W -d- .d- > 5 v i6 t x w 3N J �y Q � D _ ,a, x w 4# yJv cod � x r W r 0 � 0 Q z' O r o CO cV� O O S i,_