LEAVENWORTH ADVENTURE PARK LEAVENWORTH, WA

Transcription

1 89 FROT STREET, STE 2A , WA : 038

2 ABBREVIATIOS GEERAL OTES LOCATIO AB ADJ AFF BLKG BM BOT CIP CLG CLO CLR CMU COL COC COT DIM DIR D DS DWG (E) EA EL ELEC ET EQ FI FE FF FG FP FT FTG GA GALV GC GO GWB HB HDR HR HT HWH ICL ISUL IT JT LAM LT MATL MA MECH MEMB MI MTL ACHOR BOLT ADJACET ABOVE FIISH FLOOR ABOVE FIISH GRADE AT BLOCKIG BEAM BOTTOM CAST I PLACE CEILIG CLOSET CLEAR COCRETE MASORY UIT COLUM COCRETE COTIUOUS DIMESIO DIRECTIO DOW DOWSPOUT DRAWIG EISTIG EACH ELEVATIO ELECTRICAL ETERIOR EQUAL FIISH SEMIRECESSED FIRE ETIGUISHER FIISH FLOOR FIISH GRADE FIRE PLACE FOOT/FEET FOOTIG GAUGE GALVAIZED GEERAL COTRACTOR GAS OUTLET GYPSUM WALLBOARD HOSE BIB HEADER HOUR HEIGHT HOT WATER HEATER ICLUDE(IG) ISULATIO ITERIOR JOIT LAMIATE LIGHT MATERIAL MAIMUM MECHAICAL MEMBRAE MIIMUM METAL SYMBOLS () IC TS O/ OC OH OPG OPP OSCI OSOI (P) PERF PIP PL PLYWD PT PTD R REQ'D RM RO SG SHT SIM SOG SP SQ SS SSTL STL ST STO STRUCT T T&G TO TOP TOS TOW TYP UO VB VIF VERT W/ WC WI WD W/O EW OT I COTRACT OT TO SCALE OVER O CETER OPPOSITE HAD OPEIG OPPOSITE OWER SUPPLIED COTRACTOR ISTALLED OWER SUPPLIED OWER ISTALLED PROPOSED PERFERATED POURED I PLACE PLATE PLYWOOD PRESSURE TREATED PAITED RISER REQUIRED ROOM ROUGH OPEIG SAFETY GLAZIG SHEET SIMILAR SLAB O GRADE SPLASH BLOCK SQUARE SELECT STRUCTURAL STAILESS STEEL STEEL STAIED STORAGE STRUCTURAL TREAD TOGUE & GROOVE TOP OF TOP OF PLATE TOP OF SLAB TOP OF WALL TYPICAL ULESS OTED OTHERWISE VAPOR BARRIER VERIFY I FIELD VERTICAL WITH WATER CLOSET WIDOW WOOD WITHOUT. THESE DRAWIGS ARE THE ECLUSIVE PROPERTY OF SYDICATE SMITH, LLC AD MAY OLY BE REPRODUCED WITH THE WRITTE PERMISSIO OF SYDICATE SMITH, LLC. 2. COTRACTOR SHALL BE RESPOSIBLE FOR PROVIDIG ALL WORK AD MATERIALS I ACCORDACE WITH ALL APPLICABLE ATIOAL, STATE, COUTY AD CITY CODES. (BUILDIG, FIRE, HEALTH, EERGY, ADA, MECH AD ELECTRICAL). 3. COTRACTOR SHALL VERIFY ALL DIMESIOS, DATUMS, AD LEVELS PRIOR TO COMMECIG THE WORK. COTRACTOR SHALL REPORT AY DISCREPACIES AD/OR OMISSIOS TO THE PRIOR TO COMMECIG THE WORK. 4. ALL WORK SHALL BE ACCOMPLISHED BY QUALIFIED TRADE PEOPLE I THE SPECIFIC FIELD WITH REQUIRED CERTIFICATIO WHERE REQUIRED. 5. ALL WORK SHALL BE PERFORMED TO THE HIGHEST ESTABLISHED TRADE STADARDS USIG COVETIOAL COSTRUCTIO METHODS I SUCH TRADE. AFOREMETIOED COSTRUCTIO TO ICLUDE THE USE OF ALL APPLICABLE STADARD COMPOETS, COECTORS, SUPPORTS, TRIM BACKIG, BLOCKIG AD/OR OTHER APPURTEACES. 6. THESE DRAWIGS IDICATE GEERAL AD TYPICAL DETAILS OF COSTRUCTIO. WHERE CODITIOS ARE OT SPECIFICALLY IDICATED BUT ARE OF A SIMILAR CHARACTER TO THE DETAILS SHOW, SIMILAR DETAILS OF COSTRUCTIO SHALL BE USED. 7. DO OT SCALE DRAWIGS. ALL DIMESIOS ARE FROM FACE OF ROUGH FRAMIG OR FACE OF COCRETE ULESS OTED OTHERWISE. OTE: CLEAR DIMESIOS ARE FROM F.0. GWB TYP. 8. ALL WOOD PLATES I DIRECT COTACT WITH COCRETE OR MASORY TO BE PRESSURE TREATED. 9. ELECTRICAL & MECHAICAL SYSTEMS ARE TO BE BIDDER DESIGED BASED O SCHEMATIC IFORMATIO PROVIDED FROM THE. COTRACTORS WILL BE RESPOSIBLE TO PRODUCE DRAWIGS FOR SYDICATE SMITH, LLC AD OWER TO REVIEW AD APPROVE, AD TO OBTAI ALL ECESSARY PERMITS I COECTIO WITH THE WORK. 0. ALL ROUGH OPEIG MEASUREMETS SHALL BE VERIFIED BY THE COTRACTOR. IT SHALL BE THE RESPOSIBILITY OF THE COTRACTOR TO LOCATE ALL EISTIG UTILITIES WHETHER SHOW HEREI OR OT AD TO PROTECT THEM FROM DAMAGE. THE COTRACTOR SHALL BEAR ALL EPESE OF REPAIRS OR REPLACEMET OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIOS I COJUCTIO WITH THE EECUTIO OF THE WORK 2. PROVIDE DAMP PROOFIG O ALL EW BELOW GRADE FOUDATIO WALLS. PROVIDE ALL ACCESSORIES REQUIRED FOR A COMPLETELY WATERTIGHT ISTALLATIO ICLUDIG BUT OT ECESSARILY LIMITED TO: FLASHIG, COUTERFLASHIG, SEALAT, AD CAULKIG AT ALL ROOF AD FLOOR PEETRATIOS: ITERLOCKIG WEATHERSTRIPPIG AT ALL DOORS AD WIDOWS, WATERSTOPS AD OTHER COCRETE ISETS AT BELOW GRADE COLD JOITS. 3. ALL COSTRUCTED ITEMS PERFORMED OUTSIDE THE SCOPE OF THESE DRAWIGS ARE THE RESPOSIBILITY OF THE COTRACTOR. THE WILL BE HELD HARMLESS FOR ALL COSTRUCTED ITEMS OR IFORMATIO BEYOD WHAT IS PRESETED I THIS PACKAGE THAT RESULT I CLAIMS AGAIST THEM. THE WILL OT BE HELD RESPOSIBLE FOR SUCH ITEMS AD WILL BE IDEMIFIED AGAIST AY AD ALL CLAIMS. 4. DOCUMETS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE WHO SHALL REVIEW THEM AD FORWARD THEM TO THE BUILDIG OFFICIAL WITH A OTATIO THAT THE DOCUMETS HAVE BEE REVIEWED AD FOUD TO BE I GEERAL COFORMACE TO THE DESIG OF THE BUILDIG. THE DEFERRED SUBMITTAL ITEMS SHALL OT BE ISTALLED UTIL THE DEFERRED SUBMITTAL DOCUMETS HAVE BEE SUBMITTED ALOG WITH THE APPLICATIO FOR REVIEW AD APPROVED BY THE BUILDIG OFFICIAL. 5. A THIRD PARTY SPECIAL ISPECTIO IS REQUIRED FOR THE SIP ATTACHMET TO THE ROOF BEAMS AD WALLS., WA DRAWIG IDE SHEET O. DISCIPLIE COVER URAL COVER A000 IFO A00 ZOIG IFO A002 VICIITY MAPS A003 EISTIG SITE PLA A004 OVERALL PROPOSED SITE PLA EASEMETS A004. OVERALL PROPOSED SITE PLA VARIACES A005 OVERALL PROPOSED SITE PLA PHASE I A006 ELARGED SITE PLA PHASE I A007 PHASE I OCCUPACY & PARKIG CALCULATIOS A008 OVERALL PHASE I COCEPT ILLUMIATIO PLA A009 ELARGED PHASE I COCEPT ILLUMIATIO PLA A00 OVERALL PROPOSED SITE PLA PHASE II A0 ELARGED SITE PLA PHASE II A02 OVERALL PHASE II COCEPT ILLUMIATIO PLA A03 ELARGED PHASE II COCEPT ILLUMIATIO PLA ADDRESS ARRATIVE SCOPE BUILDIG DATA TEAM DEVELOPER & OWER SEE SITE PLA C/O AGET: JOH SUTHERLAD 7900 SE 28TH ST, SUITE 236 MERCER ISLAD, WA PHOE: jasutherland@hotmail.com 89 FROT STREET, STE 2A REVISIOS O : SYDICATE SMITH LLC 038 A GRIDLIE & DESIGATIO, C/O SYDICATE SMITH, LLC 89 FROT ST. SUITE 2A BUILDIG SECTIO CALLOUT PHOE: (509) toddsmith@syndicatesmith.com ETERIOR ELEVATIO CALLOUT DETAIL CALLOUT STRUCTURAL EGIEER 0699 BLOWUP CALLOUT 0'0" B.O. BEAM VERTICAL ELEVATIO CALLOUT LARRY WEIERT SURVEYIG WT0 WALL, FLOOR, & ROOF TYPE CALLOUT SURVEY WIDOW TYPE CALLOUT DOOR TYPE CALLOUT DATA DRAWIG UMBER GEERAL COTRACTOR DRAWIG TITLE ORTH ARROW FIRST FLOOR PLA 0' 2' 4' 8' GRAPHIC SCALE SHEET UMBER A000

3 DESIG STADARDS & GUIDELIES ZOIG & LAD USE ITEM: DATA: ITEM: DATA: CC&R'S JURISDICTIO CITY OF DESIG REVIEW PER CITY OF DESIG REVIEW BOARD LEGAL T 24 R 7EWM S WSE 0.00 ACRES MI. OR MA. SF TA PARCEL ID # FLOOR AREA RATIO HOA ZOE ZOIG OVERLAYS TC TOURIST COMMERCIAL DISTRICT CITY OF UGA OUTDOOR LIGHTIG PER C.O.L DESIG REVIEW BOARD PERMITTED USES SEE CODE REF ORIETATIO ACCESSORY USES SEE CODE REF FROT STREET, STE 2A VIEWS SU WID PARCEL DATA WATER FIRE SOW OISE PER C.O.L ITEM: LOT SIZE DATA: 0.00 (440,39.60 SF) SLOPES TRAFFIC PER C.O.L MA. LOT COVERAGE PROPOSED LOT COVERAGE HEIGHT LIMIT 50% (220,95.80 SF) TOTAL 35'0" PROPOSED HEIGHT FROT SETBACK 25'0" (SEE SITE PLA) REAR SETBACK 20'0" SIDE SETBACK 0'0" SETBACK FROM OTHER : SYDICATE SMITH LLC FIRE PROTECTIO (CREDITS) RIPARIA/WETLADS SETBACK OHWM SETBACK FOREST LADS SETBACK AGRICULTURAL SETBACK EASEMETS (AF) EASEMETS (AF) EASEMETS (AF) RIGHTOFWAYS BOUDARY LIE ADJUSTMET 40' ACCESS EASEMET (228970) VARIACES (AF) OCOFORMIG STRUCTURES SEE SHEET A EVIROMETAL OVERLAYS REVISIOS ITEM: DATA: O. AIRPORT OVERLAY DISTRICT AQUIFER RECHARGE AREA RIPARIA BUFFER AREAS PER WETLAD REPORT WETLAD DELIEATIO PER WETLAD REPORT STREAM/LAKE TYPIG FLOOD PLAI (OHWM) GEOLOGIC HAZARD (GEOTECH) PER REPORT GEOLOGIC SITE ASSESSMET EROSIO HAZARD PER REPORT HABITAT PER REPORT RESOURCE LAD PARKIG & ACCESS REQUIREMETS ITEM: DATA: 0699 VEHICULAR ACCESS CURB CUT DRIVEWAY WIDTH PARKIG REQUIREMETS LADSCAPIG REQUIREMETS STORMWATER REQUIREMETS UTILITIES OFF ICICLE ROAD (E) OFF ICICLE ROAD PER C.O.L CODE 4.2 PER C.O.L CODE DATA ITEM: DATA: EISTIG UTILITIES WATER LIE/WELL RADIUS SEWER/ SEPTIC POWER GAS SOLAR POWER, WATER, SEWER CITY OF WATER CITY OF SEWER CHELA COUTY PUD SHEET UMBER A00

4 89 FROT STREET, STE 2A PARCEL:2886 : SYDICATE SMITH LLC US HWY 2 ICICLE ROAD 038 REVISIOS O. WEATCHEE RIVER 0699 SITE VICIITY MAP SHEET UMBER A002

5 89 FROT STREET, STE 2A : SYDICATE SMITH LLC 038 REVISIOS O EISTIG SITE PLA SHEET UMBER EISTIG SITE PLA 0' 20' 40' 80' A003

6 89 FROT STREET, STE 2A : SYDICATE SMITH LLC 038 REVISIOS O PROPOSED EASEMETS SHEET UMBER PROPOSED EASEMETS PLA 0' 20' 40' 80' A004

7 89 FROT STREET, STE 2A : SYDICATE SMITH LLC 038 REVISIOS O PROPOSED VARIACES SHEET UMBER PROPOSED VARIACE PLA 0' 20' 40' 80' A004.

8 89 FROT STREET, STE 2A : SYDICATE SMITH LLC 038 REVISIOS O PROPOSED OVERALL PHASE I SITE PLA SHEET UMBER PROPOSED SITE PLA PHASE I 0' 20' 40' 80' A005

9 89 FROT STREET, STE 2A : SYDICATE SMITH LLC 038 REVISIOS O PROPOSED ELARGED PHASE I SITE PLA SHEET UMBER PROPOSED PHASE I SITE PLA 0' 0' 20' 40' A006

10 89 FROT STREET, STE 2A ,055 SF TOTAL AREA : SYDICATE SMITH LLC 038 REVISIOS O. 2 PHASE I PARKIG AREA 0' 0' 20' 40' 0699 AREA SF PARKIG REQUIREMETS PER LMC E.4 7,055 PER 300 SF QUATITY 57 PHASE I OCCUPACY & PARKIG CALCULATIOS PROVIDED 69 SHEET UMBER 3 PARK GROUD AREA 0' 0' 20' 40' PARKIG CALCULATIOS OT TO SCALE A007

11 89 FROT STREET, STE 2A : SYDICATE SMITH LLC 038 REVISIOS O PHASE I COCEPT ILLUMIATIO PLA SHEET UMBER PHASE I COCEPT ILLUMIATIO PLA 0' 20' 40' 80' A008

12 89 FROT STREET, STE 2A : SYDICATE SMITH LLC 038 REVISIOS O. 2 PHASE I COCEPT ILLUMIATIO PLA 0' 0' 20' 40' 0699 PHASE I COCEPT ILLUMIATIO PLA SHEET UMBER PHASE I COCEPT ILLUMIATIO PLA 0' 0' 20' 40' A009

13 OTE:. PHASE II PARKIG COUT TO BE PER CODITIOS, AD LOCATIO SHALL MEET REQUIREMET OF CODE TO BE WITHI 500 FT MEASURED I A STRAIGHT LIE FROM BUILDIG OR USE. 89 FROT STREET, STE 2A : SYDICATE SMITH LLC 038 REVISIOS O PROPOSED OVERALL PHASE II SITE PLA SHEET UMBER PROPOSED SITE PLA PHASE II 0' 20' 40' 80' A00

14 89 FROT STREET, STE 2A : SYDICATE SMITH LLC 038 REVISIOS O PROPOSED ELARGED PHASE II SITE PLA SHEET UMBER PROPOSED PHASE II SITE PLA 0' 0' 20' 40' A0

15 89 FROT STREET, STE 2A : SYDICATE SMITH LLC 038 REVISIOS O PHASE II COCEPT ILLUMIATIO PLA SHEET UMBER PHASE II COCEPT ILLUMIATIO PLA 0' 20' 40' 80' A02

16 89 FROT STREET, STE 2A : SYDICATE SMITH LLC 038 REVISIOS O PHASE II COCEPT ILLUMIATIO PLA SHEET UMBER PHASE II COCEPT ILLUMIATIO PLA 0' 0' 20' 40' A03