Loading...
Z-5617-B Map 3i I I I I I - INORM 300' OF Wi/2 j TRACT 40, UNIT 1 INOEPENOENCE FARMS SK. 220, PG. 530 I Ld I N I � R=854.50' L=462.92' CB=S7332'23"W EX. FH – CL=457.28' 4I' IIIIIIIIIIIIIIIIIIM lasm L=97.63' C y l CB=986 0,21 `W l • 4 CL= 91.38' , EXIST. 16 1 ,9 --,,A IB WA TER V 6=3808'07" - A, EXIST. 16" h R=7, 040.05' I WATER NI L=692.24' ' 1 1 CB=N69 `7959 "W CL=679.54' o 36' IIIFUrUR -.� �� E o�rPgRCELs �I PROP. B" WA STE WA TER PROP. I ■ WATER 1 d=370320" �1 R=350.00' a L=189.71' �0Q CB=S747820"E N l C) I / Z Q Fn■ n as is 0' 30' 60' 170' ■ EXIST. 8" °� WASTEWATER WATER 16 C scale: 1"= 60' R f6 ■ IId, e S F(JT(/RE ■///■ W EXPgNS/ A=90'50,16 Q - o --- ON R=79.50 r ^ C, - L=726.04' 1 N895000 W 322.54 b m RELOCATE CB=N4258'S4"W7 – – – – – – – – —'� – – – CL=18739' =1 d=1400'24" I� AOR + EXISTING LA CL=113.25 L z° R=1,061.24' 1 , .� WASTEWATER PROJECT DATA ti°� s Lq y5� Lq P Lq ` ` �6s4 1 L=259.43' PROP. 8" Q Lq CB=S65 4652 E WATER 30' 24' v " 335 CL=258.79' / 45' ^-� 99.6' WAITER 12" CLIENT: 999 SLAKE DRIVE SALE o 35' PROP. 8 L,44 1 �� - « o N I ISSAQUAH, WA 98027 �1 WASTEWATER 17'x7'-4" ?4' PROP. "' I PROJECT ADDRESS: SWC OF CHENAL PKWY & KIRK R �y �w ■ ,�� m �I FH /' Q o LITTLE ROCK, AR It■■■�Ij W 2 FUEL KIOSK « N I a 24' LA 04 �� _._ _ P" ++ w 8 sl'f ® z4' 24' s� ® SITE DATA: • 24 R \ ' l �' PROP. 8 1 TOTAL SITE AREA: 31.81 ACRES 0 o a 1 24 Lq '� Il ® - - WA TER I IN) > o o PROP. 2p'F N aR y s �.7F LA L" INCLUDES: z F zz o FH • LA �� R �: --f�__ _ S7756'34 E d=3527'41 ` N d=471'52" �~ E ,`s a E COSTCO SITE AREA: 16.71 ACRES LA Cf ' N R=2, 062.50' OUTLOTS 1 SITE AREA: 3.22 ACRES 0 z o o LA L_ t; 0• 3327 R=73 00' o Z 3 I _`^ 10 ^�- 0 �� L= 151.17' OUTLOTS 2 SITE AREA: 1.53 ACRES o o PROP. _ L=45.18' OUTLOTS 3 SITE AREA: 1.51 ACRES $ Lq 30' C8=N020'18'E o ` CB=5607244 E CL=151.07 OUTLOTS 4 SITE AREA: 1.50 ACRES r� p o c ACRES v FH o _ OUTLOTS 6 SITE AREA: 10.918 ACRES x I ® CL=44.46' > 30 „ PROP. 13 I DETENTION SITE AREA: 4.45 ACRES ' i o o a II o II o PROP. 8 oR l I _ 0 10 I1 a WASTEWATER Lq 8FH ® JURISDICTION: TO BE DETERMINED g -- • OR 120 R ZONING: TO BE DETERMINED PROP. 8" LA Lq — — _ —� Lq PROP. 8,. WA TER Cq Q– WATER 30' 30' 15RLr) ! SETBACKS: REQUIRED TBD FRONTACTUA: TBD o �- — 0 d SIDE: TBD SIDE: TBD 387,67• h OOR OR REAR: TBD REAR: TBD m MODI FY EXISTING 4=47°12'19" BOUNDARIES 50 _ _ ® DRIVE INFORMATION: THIS PLAN HAS BEEN 70.67 – _ R=107.00' PREPARED BY MG2 BY r<i L=88.16 USING AUTOCAD TOTAL PARKING SPACES = 749 °' 30^ Q C8=566 05'03'E BACKGROUNDS FROM TOTAL ADA SPACES = 17 M _ �: – – _ o " PROP. ALL RADII ARE 3' UNLESS 3450' N _ _ 114, CL=8' 1 INTREPID PROPERTIES, INC. EXIST. 24 CART — _ "� 589 S89 41'13'E ( DATED NOV. 9, 2015 WASTEWATER FH OTHERWISE NOTED CORRAL — 56 90' ;0 577'48'23"E V 57.94' 10'R s v 1 W 209.66 I ' I LA I I I SQUIRES FAMILY TRUST I UIR NO2Q15 I N o 0 RETAININ WALL T ESTATES SW CORNER z Q I BUILDING DATA: (TYP.) N ® O _v)TOTAL BUILDING FOOTPRINT AREA: 161,182 SF w INCLUDES: d=4°12'34" 3 I WAREHOUSE MAIN LEVEL 155,699 SF PROP. PROP. 8 LA CANOPY 5,483 SF FH WATER S782821'E ly1 R=2,03750' J. 00' V L=149.69' C3=N020'39'E —' PARKING DATA: Q CL=149.66' i h N 24'(` ® TOTAL PARKING: 749 STALLS U n, 30 ~- ��' F INCLUDES: FUTURE J J MAIN LEVEL PARKING PROVIDED: � (L Q DRIVE o O 10' WIDE STALLS 732 STALLS A W Q O ACCESSIBLE STALLS 17 STALLS IAV PROP. 8-1 N d =79 38'39" WATER 35 R=1,260.00' © I NUMBER OF STALLS PER 1000 SF W 1 �� L=437.99' OF BUILDING AREA: 4.65 STALLS � Q PROP. 8" EXIST. 8 J � CB=N1274'40'E� JURISDICTIONAL 49283 WASTEWATER N WASTE— CL=429.88' I PARKING REQUIRED: STALLS _ WATER ' V I U o _ N Uo {{{ 8=40'24'39" I !FH ROP. ry = L=24.69' j Z i ° _ CB=N83 4675E G Q Lu N782821 CL=24.18' 1 O _j J I— _ EXIST. 12" F— �—' _ PROP, ` �� _ _p — — 3o, WATER N Y J FH_-Lq I� _ 01 _ Er _ i _ P EN 7-1 ON _ - i _ _ _ _ -1 Coon S�6 26 E P e 50'R OND i0 _ _ 35;R 04-06-2020 EXIST. 24"— WASTEWATER 5 ZI 24 24 O 24 24 N 88'17'50 W �/ ---�" 24 03.59 ' ' — -7 e— / / '-7 R