Loading...
HomeMy WebLinkAboutDOC-1999-Site Plan Review - SITE PLAN REVIEW 9� o -5>7 THE WEST CATCH BASIN SKUTLEY STORM OUTFALL ARCHITECTS —_ 94 81.1 V ARCHITECTURAL DESIGN & PLANNING 93 i TRASH S . 1 . Q — — — — — — — — — — — — — 91 W . 11c L — — - - �c- - - - J I - - - I�- A 4 I 2'-0 x 40'-0"STORM DETENTION ��, TO BE-DETERMINED I - PE PIPE DIA TO BE 12c �? I DETERMINED — 92 JEFFREY S. SKUTLEY 3c j MBR MBR ARCHITECT • :` 'I' 1 LR LR 40 NW Alder PI i I I Suite #202 Issaquah,WA 98027 95 6"ROUND STEEL I 1062.54 sq k 1050.21 sq k 557-7730 557-6741 (Fax) 1037.98 sq ft 14c COLUMNS TYP 4c f © o DINING DINING o 0 0 I1 Sc 5'-0"BLDG OPEN TO _ _ 18'-6" 26'-0" I 18-6 SETBACK PARKING BELOW I w KITCH KITCX 16s Q 6s I o� " O r 1 9 MB 'I 3 j B BASEMENT FLOOR z tY1B w , ELEVATION— 93 o i I I i © I BR a Il B BR cn Z rn� I HIGH WALLma' - 1 . : .; EHIGH XIT GRADE FOR 96 o 18HC 8s i LOT LINE ADJUSTMENT I : / �, 1 ( OR LR �� '�� EXERCISE ,r KITCH IT - 7-1 F, p p ROOM JD I 9s J I b jo 94 0 1 26' 0" 1041.44 sq k LOBBY V VEST VESTIBULE ]Os BR AiKDECK ABOVE U ELEV MECH i i ELEV MAR —_ EXIT 97 I � ENTRY Ej I � � BNTRY @ I FIR:STI•"LOGtR, " ' A80VE 44" W/D 81.11' WEST TYPICAL-B-UILDINGIFLOOR PLAN 98 97 96 SIDEWAtX, COMBINED SWALE& PROVID 4,126 SF prop. r GROUNDWATER SEPARA11ON Ml�1j CUTOFF.TRENCH FROM CATCHBASIN 4,138SFallow — — — — — DYMEWFY&— — — — — — — STEPS W/ HANDRAIL IF 11 SLOPE 1�> 1:12 i I � O � - con N RH:vtslons EXIST EDGE OF PAVEMENT HALF STREET IMPROVEMENTS: CURB GUTTER & SIDEWALK 34th ST ------,--------------------------,- ---------------------- ----------------------- -------------------------------------------------= — — IRST FLOOR BLDG PLAN l SWOND_ FLOOR FRAMING PLAN Il8"=1"-0" = 8375 SF . 0 LOT= W49-, � BLDG = SF BLDG = 3r?!ft37r COVE E= 8276.3 sf Am] L1140000 DATF,: SCALE, DRAWN: I I I