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HomeMy WebLinkAboutPLN-2010-Medical Arts Pavilion -� � • � � � � � � • � � • , ', � � � � � i � � �� ABBREVIATIOfVS ACT ACOUSTICAL GEILING TILE FF FINISH FLOOR P PAINT ADDM ADDENDUM FIN FINISH PEN PENETRATION AFF ABOVE FINISHED FLOOR FL, FLR FLOOR PERP PERPENDICULAR FRGWB FlBERGLASS REINFORCED GWB PJ PANEL JOINT BD, BRD BOARD FT FEET R PROPERTY LINE BLDG BUILDING �'G FOOTING PL, P-LAM PLASTIC LAMINATE BLKG BLOCKINU FUR FURRING, FURRED PLWD, PW PLYWOOD BM BEAM FX FIRE EXTINGUISHER PR PAIR B/0 BOTTOM OF PT PAINT, PAINTED, BRG BEARING GA GAUGE PRESSURETREATED GALV GALVANIZED PTN PARTITION CAB CABWET GC GENERALCONTRACTOR CCT CUBICLE CURTAIN TRACK GL GLASS, GLAZING RB RUBBER BASE CL, � CENTER LINE GWB GYPSUM WALL BOARD R.O. ROUGH OPENING CJ CONTROLJOINT RUB RUBBER CLG CEILING HC HOLLOW CORE, HANDICAPPED CLR CLEAR HDWD HARDWOOD � S SOUTH CMU CONGRETE MASONRY UNIT HDR HEADER SC SOLID CORE CNTR COUNTER, COUNTER SUNK HM HOLLOW METAL SCWD SOLID CORE WOOD COL COLUMN HT HEIGHT SF SQUAREFEET CONC CONCRETE HR HOUR SHTG SHEATHING CONT CONTWUOUS SIM SIMILAR CORR CORRIDOR IBC INTERNATIONALBUILDINGCO�E SQ SQUARE CPT CARPET SS STEELSTUD CT CERAMICTILE �AN JANITOR ST STAIN CTR CENTER STD STANDARD,STUD LTG LIGHTWG STL STEEL DBL DOUBLE LL LEADLINED DEG DEGREE T TEMPERED SAFETY GLASS DEPT DEPARTMENT MAX MAXIMUM T&B TOP AND BOTTOM DF DRINKING FOUNTAIN MDO MEDIUM DENSITY OVERLAY T&G TONGUE AND GROOVE DIA, DIAMETER MDF MEDIUM DENSITY FIBER BOARD T.O. TOP OF DICA �RILLED W CONCRETE ANCHOR MECH MECHANICAL TOM TOP OF MASONRY DfM DIMENSION MFR MANUFACTURER TOS TOP OF STRUCTURNSTEEL DISP DISPENSER MIN MINIMUM TOW TOP OF WALL DN DOWN M.O. MASONRYOPENING TYP TYPICAL DS DOWN SPOUT MR METAL ROOFING DWG DRAWING M.S. METAL STUD UNO UNLESS NOTED QTHERWISE MTL METAL EA EACH VCT VINYLCOMPOSITIONTILE EQ EQUAL, EQUIPMENT N NORTH VTO VENT TO OUTSIDE EXST, (E) EXISTING NIC NOT W CONTRACT EXP EXPANSION, EXPOSED NTS NOT TO SCALE W WEST EXT EXTERIOR W( WITH ' 01 OVER W�� WITHOUT FAe FABRICATE OC ON GENTER WD W00� FDN, FND FOUNDATION OPP OPPOSITE WGWB WATER RESISTANT GWB FEC, FXC FIRE EXTINGUISHER CABINET WWF WELDED WIRE FABRIC S � � � � N � o z o� o � 0 �= �> m � o� dr oa o� � � �. y m �� cC - , a� NO Q. . _... . .... . . .. _ _ __ . t.� N p . �� a t 425.778.1530 21911 76th Ave W. Ste 210 p�;� f 425.774.7803 Edmonds WA 98026 � � o info@tgbarchitects.com o � o www.tgbarchitects.com ��� �� U `�' DR�4WING SYMBOL LEGEND � �I GRIDLINE AND BUBBLE � 1 A101 � � A101 1 � A101 1 A101 �CXXX� �1_01� ROOM NAME _ 101 _ acT-i 8'-0" AFF � I ELEVATION TAG BUILDING SECTION TAG DETAIL SECTION TAG DETAIL CALLOUT WINDOW(RELITE STYLE TAG DOOR TAG ROOMNAMES CEILING TAG KEYNOTETAG /� REVISION CLOUD AND TAG /� STUD TYPE �� STUD SIZE (SEE PARTITION TYPE TAG �S3 TABLE ON p4 g PARTITION DTL) 1 � HEAD CONDITION DETAIL NUMBER NAME � tX�-XX�� I999� �WC-t� ELEVATION TAG FF&E TAG PLUMBING TAG . . � � OWNER: ISLAND HOSPITAL 121124TH STREET ANACORTES, WA 98221 ARCHITECfi TG8 ARCHITECTS 21911 76TH AVE W. STE 210 EDMONDS, WA 98026 GENERALCONTRACTOR: LYDIG CONSTRUCTION, WC. 12100 NORTHUP WAY � BELLEVUE, WA 98005 STRUCTURAL: PETERSON STREHLE MARTINSON, INC 2200 6TH AVE SUITE 601 SEATTLE, WA 98121 CIVIL: LEONARD, BOUDINOT & SKODJE, INC. 603 SOUTH FIRST ST MOUNT VERNON, WA 98273 LANDSCAPING: BRUMBAUGH & ASSOCIATES 600 N 85TH ST SUITE 102 SEATTLE, WA 98103 MECHANICAL: HARGIS ENGINEERS, INC. 600 STEWART ST SUITE 1000 SEATTLE, WA 98101 ELECTRIAL: HARGIS ENGWEERS, INC. 600 STEWART ST SUITE 1000 SEATTLE, WA 98101 PLUMBING: HARGIS ENGINEERS, INC. 600 STEWART ST SUITE 1000 SEATTLE, WA 98101 CONTACT: MARC ESTVOLD (PROJECT MANAGER) � (360) 7703994 mestvold @comcast. net CONTACT: LOIS BROADWAY - PRINCIPAL IN CHARGE TIM SADLER - PROJECT MANAGER (425) 778-7530 I broadway (� tgba rchitects.com tsadle r � tgbarch itects.com CONTACT: BOB HEGGENES - PROJECT MANAGER (425) 885-3314 bheggenes@ lydig.com CONTACT: MUNI VIMAWALA (206) 622-4580 � muniv �@psm-engineers.com CONTACT: DAVID LEE (360) 336-5751 delC�lbs-inc.com CONTACT: KRISTEN LUNDQUIST (206) 297-4430 kristeN C brumbaugh-assoc.com CONTACT: RON ELIASON (206)448-3376 rone@hargis.biz CONTACT: DOUG FORSLUND (206)445-3376 dougf@hargis.biz CONTACT: RON ELIASON (206) 448-3378 rone � hargis.biz VICIIVITY MAP �� � � r��; =.g - ..._ ; ;u re � ..... . . � . ,,.>��s «a �5h, .,r � x�irr+ � n� .. .Ys'.1'a i;X . � � _ ��OJ�CT / � a�t' �����T�E � � "' .7:hLl .. � ��a�trE - �.� ,..i�.. �. _ � ��.,� ;; ,�� y=. � , � . ,. �: � u,f:�: {� . .. .. �r.�!h:s. � :e'� � .. ... �� � z,�. �r il _,s,•: •€ �.��. � � . .. � �1 (� � DEFERRED SUBMITTALS 1. MECHANICAL PERMIT 2. ELECTRICAL PERMIT 3. FIRE SUPPRESSIO� .;3 ,3..;t � � NORTH Drawing List SHEET SHEET I NO. I SHEET NAME ISSUE DATE GENERAL __ __ A0.00 COVER SHEET �07/06/10 - _ I A0.01 CODE ANALYSIS 07/O6/10 - ___ _ A0.02 LIFE SAFETY PLAN 12/20/10 _ -- CIVIL _ __ __ -- - - - __ C1.0 SITE EXISITWG CONDITIONS, DEMOLITION AND TESC PLAN �07/06/10 _ - --- - -- C1.1 ,TESC NOTES AND DETAILS 07/06/10 ' - _ _ _ C2.0 'SITE GRADING AND DRAINAGE PLAN I07/06/10 C2.1 GRADIIVG AND UTILITY PLAN 09/15l10 _ _ -- - C2.2 j ADD ALTERNATE PLANS 09/15/10 -- - -- -- _ C3.0 DETAILS 07/06/10 __ -- LANDSCAPE �L1.01 LANDSCAPE PLAN 07/06/10 � IL1.02 LANDSCAPE SCHEDULE & DETAILS _ �07/06/10 II L1.03 DETAILS ,10/27/10 - - _ _ _ _ L1.04 IADD ALTERNATE PLANS & ENLARGEMENT PLANS 11/24/10 ARCHITECTURAL - -- _ _ A1.00 ARCHITECTURAL SITE PLAN 07/06/10 -- I ---- _____ _ _ _ -- -- A1.01 SIDEWALK PLAN 09/15/10 _ -- - .__ A1.02 ISITE DETAILS 09/15/10 _- -- _ _ . iA1.03 SITE DETAILS 10/27/10 ---- _-- �A2.00 DEMOLITION PLAN 10/27/10 I iA2.11 FLOOR PLAN - LdWER LEVEL 07/06/10 I�I ___ __- -. A2.12 FLOOR PLAN - UPPER LEVEL i07/06l10 'A2.13 DIMENSION PLAN - LOWER LEVEL 10/27/10 -- _ ___ - _ A2.14 � DIMENSION PLAN - UPPER LEVEL 10/27/10 -__ _ _ - - -- A2.15 I DIMENSION PLAN - EDGE OF DECK '-01/14/11 _-_ - - -_ _ A2.21 CEILING PLAN - LOWER LEVEL '09/15/10 _ _ __ A2.22 ICEILING PLAN - UPPER LEVEL 09l15/10 A2.31 ', FINISH PLAN - LOWER LEVEL 09/15/10 ---- ----- _ _- A2.32 FINISH PLAN - UPPER LEVEL 09/15/10 - ___ A2.41 FF&E PLAN - LOWER LEVEL �F09/15/10 A2.42 FF&E PLAN - UPPER LEVEL 109/15/10 ' _ __-- _ _ _ _ ��A2.50 ROOF PLAN r07/06l10 J � --_ _ _._._ __ A3.00 EXTERIOR ELEVATIONS N-S '09/15/10 _ -- A3.01 EXTERIOR ELEVATIONS E-W 09/15/10 - _ A4.00 BUILDING SECTIONS 09/15/10 R4.10 WALL SECTIONS 09/15/10 ' A4.11 WALL SECTIONS ,09/15/10 A5.00 �VERTICAL CIRCULATION 09/15/10 - --- - - --- - A6.00 , DOOR SCHEDULE, PARTITION, DOOR AND INTERIOR 09/15/10 W�NDOW TYPES . - A6.01 DOOR DETAILS 11/24/10 __-- _ A6.10 WINDOW TYPES 09/15I10 -. ___ _ _ ._- -- i A7.00 ENLARGED FLOOR PLANS AND INTERIOR EL�VATIONS �9/15l10 A7.01 INTERIOR ELEVATIONS 09I15/10 A7.02 ' INTERIOR ELEVATIC�NS 10/27/10 _ _ _ __ ._ A7.03 WTERIOR ELEVATIONS �0/27/10 __ _ _- - A7.10 ED ENTRY RENOVATION 10/27/10 _ _ -- - -- _ _ A8.00 EXTERIOR DETAILS �9/15/10 ' __ _ - _ A8.01 ENCLOSURE DETAILS 10/27/10 __ _ --- -_ _- � _ _ A8.02 ' ROOF DETAILS ' 10/27/10 - -- _ __ A8.03 EXPANSION JOINT EXISTING BLDG. DETAILS 10/27/10 __ ---_ _--- ._ A8.04 ' EXISTING HOSPITAL EXTERIOR DETAILS 10/27/10 -- _ - A8.10 INTERIOR DETAILS 09/15/10 IA8.11 INTERIOR DETAILS i�10/27/10 '' A8.20 CASEWORK DETAILS '09/15/10 _ _ ---- - _- -- _ _� A8.21 CASEWORK DETAILS 10/27/10 A8.22 CASEWORK DETAILS 10/27/10 ' -- - - _ - - _ - -- _ _ STRUCTURAL -- _-- -- _- S1.0 GENERAL NOTES 07/06/10 . - -- __ __ S1.1 GENERAL NOTES 07/06/10 - - -- S1.2 TYPICAL DETAILS 07/06/10 . _.__.. .___-- - _._. ___--- ---_ _. S1.3 TYPICAL DETAILS 07/06/10 i ---. . _.___ .__---_. S1.4 TYPICAL DETAILS ,07/06/10 - _ _ 'S1.5 METAL STUD WALL DETAILS ' 10/27/10 ..__ . - .__. - - . .__.- _ _. S1.6 I RETAINING WALL PLAN & SECTION 10127/10 .__.---_ - __ ._. .___ _. .. _._. S2.0 FOUNDATION PLAN 07/06/10 - -- S2.1 BRACED FRAME DETAILS 09/15/10 -- - -. _ _-- --_ S2.2 FOUNDATION SECTIONS & DETAILS 09/15/10 ----- ---- --- __ S2.3 FOUNDATION SECTIONS & DETAILS 10/27/10 ' - _ - - __ 53.0 SECOND FLOOR FRAMING PLAN 07/06l10 __. _- ____- ._ _ _ _____- ____ -- ___.. S3.1 FRAMING SECTIONS & DETAILS 10(27/1-0 j _____... _ _ .. _ __ _ . ___- .. ___- _.� S4.0 ROOF FRAMING PLAN '07/06/10 __ _ -- S4.1 ROOF WIND UPLIFT & DECK ATTACHMENT PLAN 10l27/10 S4.2 FRAMING DETAILS 10/27/10 - - . . .... __._._---- ---__ -_ . . _. _ ____- S4.3 FRAMING SECTIONS ' 11/24/10 S5A ELEVATIONS ' 09/15/10 ._ - _ _-- -. -- - - __ S5.1 ELEVATIONS I10/27/10 __ _ _ _- _- _ __ S5.2 CLADDING SECTIONS i 10/27/10 S5.3 CLADDING SECTIONS 10/27/10 S5.4 CLADDING SECTIONS 10/27/10 _ __ _- _ _ Drawing List __ _ . _ -- - _ - __ SHEET SHEET N0. SHEET NAME �ISSUF DATI= - _ __ __ ELECTRICAL . ___ _ - _ _-- __ E0.01 ELECTRICAL LEGEND AND DRAWING INDEX 07/06/10 _ - -- - -- _ _ E0.02 ELECTRICAL GENERAL NOTES AND ABBREVIATIONS 07/06I10 �' E0.03 ELECTRICAL SCHEDULES 10/27/10 - _ -- E1.01 �ELECTRICAL DEMOLITION SITE PLAN 07J06/10 I E1.02 ELECTRICAL SITE PLAN 09/15/10 - ---- _ E1.03 TELECOMMUNICATIONS SITE PLAN �9/15/10 E2.01 LOWER LEVEL FLOOR PL,4N - LIGHTING I09J15/10 ,E2.02 UPPER LEVEL FLOOR PLAN LIGHTING '09/15/10 �I __ _ - _ - _ __ . 'E3.01 ILOWER LEVEL FLOOR PLAN - POWER p7/06/10 - _ __ _ __ _ . E3A2 UPPER LEVEL FLOOR PLAN - POWER 07/06/10 --._ _ _-- -- . _ - _ E4.01 LOWER LEVEL FLOOR PLAN - MECHANICAL POWER 09/15/10 - -- _ E4.02 UPPER LEVEL FLOOR PLAN MEGHANICAL POWER �09/15/10 -- - - E4.03 ROOF PLAN - MECHANICAL POWER 09/15/10 -- - - _ _ E5.01 LOWER LEVEL FLOOR PLAN - FIRE ALARM AND SECURITY 09/15/10 -- _ __ _ _ ._ _ - I E5.02 UPPER LEVEL FLOOR PLAN - FIRE ALARM AND SECURITY 09/15/10 ! , E6.01 LOW ER LEVEL FLOOR PLAN - TELECONIMUNICATIONS __ �09/15/10 _- - -- -_ __ _ E6.d2 ' UPPER LEVEL FLOOR PLAN - TELECOMMUNICATIONS 09/15/10 E7.01 ELECTRICAL ENLARGED PLANS 07/06I10 � E8.01 'TELECOMN�UNICATIONS DETAILS 09/15/10 _ _ - _ - E8.02 TELECOMMUNICATIONS DETAILS 10/27/10 E8.03 ELECTRICAL DETAILS 10/27/10 -- � ' E9.01 ELECTRICAL ONE-LINE DIAGRAM 07(06/10 - _--- - _ _ E9.02 SYSTEM RISER DIAGRAMS 10/27/10 __ -- - - _ _ _- -- - _ _ _-- E9.03 SATELLITE RADIO SYSTEM DIAGRAM 11/24I10 _ - - -- - - _ _ - E10.01 ELECTRICAL PANEL SCHEDULES 10/27/10 _ _---- --_ _ NIECHANICAL M0.01 MECHANICAL LEGEND AND DRAWING INDEX 07/06/10 M0.02 MECHANICAL NOTES AND ABBREVIATIONS 07/06I10 _--- - - _ __ _- _ M0.03 MECHANICAL SCHEDULES 07/06/10 .__-- - - - -_ __ _ M0.04 MECHANICAL SCHEDULES 07l06/10 _ _ _ ___ __ NI0.05 MECHANICAL SCHEDULES 11/24/10 _---- --- _ _ _ _ __ M1.01 MECHANICAL FOUNDATION PLAN 07/06/10 ---- _ . _ -- - _ M2.01 LOWER LEVEL FLOOR PLAIV - PLUMBING 07/06/10 M2.02 UPPER LEVEL FLOOR PLAN - PLUMBWG 07/06/10 ---_ - - M3.01 LOWER LEVEL FLOOR PLAN - HVAC ZONE 07/06I10 , - _ __ _ M3.02 'LOWER LEVEL FLOOR PLP,N - HVAC -07/06/10 M3.03 UPPER LEVEL FLOOR PLAN HVAC ZONE 07/06/10 _ - -- - I �M3.04 UPPER LEVEL FLOOR PLAN - HVAC I07/06/10 -- -- _ _ _ M4.01 LOWER LEVEL FLOOR PLAN - MEDICRL GAS � 11/24/10 __--- - _- ---- M4.02 UPPER LEVEL FLOOR PLAN - MEDICAL GAS 11/24110 , --- _ _ _ I M5.01 LOWER LEVEL FLOOR PLAN FIRE PROTECTION 09/15/10 .__ _ - _ ' , M5.02 UPPER LEVEL FLOOR PLAN - FIRE PROTECTION 09/15/10 ' Pv16.01 ' MECHANICAL ROOF PLAN ' 07/06/10 � --- - __-- - -- M7.01 NIECHANICAL ENLARGED PLAN 07/06/10 __ _ _ _ _ M8.01 PIPIfVG DIAGRAMS ,10/27/10 M9 10 MECHANICAL DETAILS 09/15/10 M9.02 'MECHANICAL DETAILS 09/15/10 _ _ M9.03 NIECHANICAL DETAILS 10/27/10 M10.01 NIECHANICAL CONTROL DIAGRAMS 09/15/1� _ _ _ ___I __ VENDER: SWISSLOG -- _- I PT-2.01 ', FIRST FLOOR PLAN ,11/24/10 ' __ -_ _ __ , PT-2.02 SECOND FLOOR PLAN i 11/24/1U , ir; ` `.' _., _,_,. Jrii� � % ;..:idl , '!'t �r : Island Hospital Medical Arts Pavilion 1020 26th Street - Anacortes, WA 98221 Issued For Bids + 100% Construction Documents 5290 � REGISTERED ARCHITECT� LOIS JEAN BROADWAY STATE OF WASHINGTON ISSUANCE _ -- - -- No. Description Date 1 Schematic Design � � 7/06/2010 2 �PermitSubmittal 9l15/2010 �I4 '90 % CD for Pricing � � I,10/27/2010 . __-_-_._ -. __ ___.- �� ___.. 5 DOHReviewSubmittal ti/03/2010 8 Issued For Bids + 100% Construction � 11/24/201 G i Documents �12 Conformed100%Drawings 01/14/2011 � --_ _- - - - � I � _ . . i _-- � PROJECTNUMBER: i���2 W ___. � � PROJECT MANGER: TIM S,�DLER a? DRAWNBY: NW Island Hcspitaf �I�dical /�itS �atfi�lOCl ;: �, COVER SNEET � I �I ; j SH�' ET NO �o.oc� IBC CALCULATIONS CITYOFANACORTES 26061NTERNATIONALBUILDINGCODE 20061NTERNATIONAL MECHANICAL CODE ' 2006 UNIFORM PLUMBING CODE 2006 WASHINGTON STATE ENERGY CODE 2006 WASHINGTON STATE VENTILATION & INDOOR AIR QUALITY CODE � ' 2006 INTERNATIONAL RRE CODE TITLE 17, ANACORTES MUNICIPAL CODE (ZONING) � _ ' AMC 17.46.010 , 4 SPACES PER 1000 NET SF I� �. PROJECT NET USABLE AREA = 21,248 SF (22) 1000 NSF=88 PARKING STALLS REQUIRED ' (ONE-TNIRD MAY BE COMPACT STALLS) 16 COMPACT STALLS PROVIDED 98 TOTAL STALLS PROVIDE� IBC SECTION 1106 ' HC REQUIREMENT TABLE 1106.1 TOTAL PARKING SPACES PROVIDED', 9S SPACES RE�UIRED, 76 TO 100 SPACES :4 i PROVIDE 4ACCESSIBLE PARKING SPACES ' IBC SECTION 11064 TOTAL BUILD�NG PARKING SPACES , 98 SF PT / SF BUILDING = 5,953/21,248 = 28% BLDG AREA FOR PT '�, � ASSUME 2S%OF THE PARKING WILL BE FOR PT 98(28) = 28 TOTAL SPACES FOR PT 28(20) = 6 ACCESStBLE PARKING SPACES FOR PT PROVIDE 6ADDITIONAL ACCESSIBLE PARKING SPACES FOR PHYSICALTHERAPY 4+6=10 ' PRDVIDE 10 ACCESSIBLE SPACES FOR THE BUILDING SECTION 304.1 OUTPATIENT CLINIC SPACE - B(BUSINESS) SECTION 707 ', SOLUTION TO 8E TAKEN VIA SHAFT ENCLOSURE REQUIREMENTS i SECTION 707.2 SHAF� ENCLOSURE NOT REQUIRED FOR STAIR WHERE AN AUTOMATIC GENERALINFORMATION: APPLICABLE CODES (ALL WITH APPLICABLE WA AMENDMENTS) PARKING CA�CULATION: FOUR SPACES PER 1000 s.f. OF GFA HC REQUIREMENT STANDARD REQUIREMENT OUTPATIENT PHYSICAL THERAPY(PT)SPACES 20°ro OF THE SPACES SHALL BE ACCESSIBLE TOTAL REQUIREMENT OCCl9PANCY CLASSIFICATION: APPLICAB�E OCCUPANCY CLASSES OPEfV STA9R REQUIREMENTS: OPEN STAIR TO HANDLE 50% EXIT CAPACITY FROM SECOND STORY SPRINKLER SYSTEM IS PRESENT SHAFT ENCLOSURE NOT REQUIRED FOR STAIR THAT IS NOT PART OF THE EGRESS SYSTEM SECTION 707�2.11 ��. UNENCLOSED STAIR ALLOWABLE VIA REFERENCE TO SECTION 1020.1 SECTION 1007.3 EXCEPTION 1 TAKEN: UNENLOSED EXIT STAIRWAYS MAY BE PERMITTED PER 1020.1 AS PART � OF AN ACCESSIBLE MEANS OF EGRESS SECTION 1020.1 EXGEPTION 8: 50% OF EGRESS CAPACITY ALLOWED CONDITIONALLY: OCCUPANCY GROUP 6(NOT H OR I): OK TWO MEANS OF EGRESS PROVIDED ON BOTH FLOORS: OK TWO FLOORS NOT INTERCONECTED TO ANY OTHER FLOORS: OK SECTION 10152 OPEN STAIR EXIT REMOTELY LOCATED PER SECTION 10152: OK SECTION 1020.1 ''�� EXCEPTION 9: OCCUPANCY GROUP B(NOT H OR I): OK TWO MEANS OF EGRESS PROVIDED ON BOTH FLOORS: OK TWO FLOORS NOT INTERCONECTED TO ANY OTHER FLOORS: OK OPEN STAIR EXIT REMOTELY LOCATED PER SECTION 10152: OK AUTOMATIC SPRINKLER SYSTEM PRESENT: OK OPEN EGRESS STAIR ALLOWABLE AS SHOWN ON PLANS P,LLOWABLE F9EEGHT AND AREA: I TABLE 503 ALLOWABLE AREA CALCULATIONS ' �, CONSTRUCTION TYPE i CHAPTER 6 NEW PROPOSED BUILDING CONSTRUCTION '. TABULAR ALLOWABLE AREAS TABLE 503 AUTOMATIC SPRINKLER SYSTEM SECTION 5042 INCREASE (STORIES ABOVE GRADE PLANE) AREA MODIFICATIONS : NOT REQUIRED SECTION 506 NEW PROPOSED LINK CONSTRUCTION TABULAR ALLOWABLE AREAS TABLE 503 AUTOMATIC SPRINKLER SYSTEM SECTION 5042 - . INCREASE . EXCEPTION 1 (STORIES ABOVE GRADE PLANE) CONSTRUCTION TYPE: I TABLE 601 SEPARATED OCCUPANCIES: LIST ALL OCCUPANCY GROUPS SEPARATING I-2 TYPE 1 HOSPITAL FROM I-2 TYPE II-B LINK � TYPE-II-B, SPRINKLED, ALL NEW OCCUPANCY CLASSIFICATIONS OCCUPANCY CLASS : MAX ALLOWED AREA (SF) & STORY HEIGHT ��� BOCCUPANCY 23,OO�SF 4STORIES 55 FT ABOVE GRADE B OCCUPANCY 23,000 SF 5 STORIES .. 75 FT ABOVE GRADE TWO STORIES @ 31' - 3" TOTAL HEIGHT PROVIDED : OK SUBTOTAL ALLOWABLE AREA : 23,000 x 4 FLOORS = 92,000 SF �� 26,076 GSF <92,000 SF OK � NOTREQUIRED �.. 140CCUPANCY 11,OOOSF 1 STORY 55 Ff A80VE GRADE ONE STORY @ 10' - 0" TOTAL HEIGHT PROVIDED : OK NOT ALLOWED & NOT REQUIRED SUBTOTAL ALLOWABLE AREA :11,000 x 1 FLOOR =11,000 SF �� 635SF<11,OOOSF OK '� CONSTRUCTION TYPE II-B, SPRINKLED � STRUCTURAL FRAME � 0 HOURS BEARING WALLS - EXTERIOR 0 HOURS . BEARING WALLS - INTERIOR 0 HOURS NONBEARING WALLS - EXTERIOR 0 HOURS . NONBEARING WALLS - INTERIOR 0 HOURS FLOORS (WCLUDING STRUCTURE) 0 HOURS ROOFS OHOURS , (HEAVY TIMBER ALLOWED FOR =(< bHR RATED CONSTRUCTION) SECTION 508.3.3 I, SEPARATED OCCUPANCIES: SECTION 508.3.3.1 , EACH OCCUPANCY INDNIDUALLY CLASSIFIED: OCCUPANCY CLA55 6(NEW PROPOSED BUILDING CONSTRUCTION) OCCUPANCY CLAS51-2 (NEW PROPOSED LWK CONSTRUCTION) OCGUPANCY CLASS I-2 (EXISTING CONSTRUCTION) SECTION 505.3.32 � ALLOWABLE AREA ANALYSIS: RATIO OF ACTUAL FLOOR AREA TO ALLOWABLE OCCUPANCY CLASS B: 26,076 GSF PROVI DED ! 92,000 SF ALLOWABLE = 283 ,283 < 1 00 OK OCCUPANCY CLASS I-2: 635 GSF PROVIDED / UNLIMITED AREA ALLOWABLE �� RATIO IS ALWAYS < 1.00: OK SECTION 704.3 TREATED AS AN ADDITION TO THE EXISTING BUILDING: TWO BUILDINGS ON THESAMELOT I EXCEPTION TAKEN: NO IMAGfNARY LWE USED. LINK ADDS TO ., EXISTING BUILDING'S AREA I-B EXISTWG VS. II-B PROPOSED: TABLE 503 TYPE II-B LWK IN I-2 OCCUPANCY PROVIDE FOR MOST RESTRICTNE SINGLE STORY, 635 SF TOTAL CONSTRUCTIONTYPE I 635SFPROVIDED<77,OOOSFALLOWED OK ' 10' - 0" HIGH PROVIDED < 55 - 0" ALLOWED HEIGHT OK ALLOWABLE AREA ANALYSIS � TABLE 503 EXISTWG HOSPITAL CONSTRUCTION TYPE: I-B UNLIMITED AREA, 4 STORY MAXIMUM HEIGHT NEW LWK ADDS SINGLE STORY HEIGHTREQUIREMENT OK �� 911 SF ADDS TO UNLIMITED AREA OK OCCUPANCY SEPARATION ANALYSIS TABLE 508.3.3 OCCUPANCY CLASSIFICATIONS MATCH - NO SEPARATION I-2EXISTINGT01-2ADDITION � '�� REDUIREMENT EXTERIOR WALL ANALYSIS TABLE 602 DISTANCE FROM NEW LINK CONSTRUCTION TO ADJACENT BUILDINGS GREATER THAN 30' - 0". NO RESTRICTION ON OPENINGS, � NO OPENWG PROTECTNES REQUIRED SEPARATWG I-2 TYPE II-B LINK FROM '� I B OCCUPANCY TYPE II-B MOB , � � SECTION 704.3 TREATED AS TWO BUILDINGS ON THE SAME LOT � USE THE IMAGINARY LINE METHOD FOR SEPARATION ALLOWABLE AREA ANALYSIS TABLE 503 NEW LINK/EXISTING HOSPITAL AND NEW MOB BUILDING TREATED AS TWO DISTWCT STRUCTURES: SEE ALLOWABLE AREA ANALYSIS ABOVE NEW BUILDING AND NEW LINK/EXISTWG HOSPITAL BOTH PROVIDED IWITHIN LIMITS OF ALLOWED AREAS OCCUPANCY SEPARATION ANALYSIS ' TABLE 602 SEPARATION OF < 5'- 0" I-2 TO B OCCUPANCY TABLE 715.4 SEPARATE WITH 1-HR FIRE BARRIER & 45 MIN OPENING ROTECTIVES � � SEE DOOR SCHEDULE � EXTERIOR WALL ANALYSIS TABLE 503 NO EXTERIOR WALLS AT SEPARATION - N/A � m __ _ � N � O z o � o� ro �- U � �d 0 ar o � \�� �a �, „�_ a�i � � � � a- N O f2 _-- _- _ _. P y O � o a t 425.778.1530 21911 76th Ave W. Ste 210 W�° f 425.774.7803 Edmonds WA 98026 � � o info@tgbarchitects.com A C p � �,o www.tgbarchitects.com � �� �� m U '� SHAFT ENCLOSURES: FIRE RESISTANCE RATING REQUIRED SHAF� OPENING RE�UIREMENTS SHAFfPENETRATION REQUIREMENTS BOTTOM OF SHAFT REQUIREMENTS ELEVATOR REQI�IREMEP➢'GS: FIRE RESISTANCE RATING REQUIRED HOISTWAY VENTING ELEVATORLOBBY , SECTION 707 SECTION 707A LESS THAN FOUR STORIES: FIRE RESISTANCE RATING OF 1-HR REQUIRED MECHANICAL SHAFTS CONNECTTWO STORIES SECTION 7077 PROTECT SHAFT OPENINGS IN ACCORDANCE WITH SECTION 715 ("OPENING , PROTECTNES") AS REQUIRED FOR FIRE BARRIERS, SEE WALL TYPES, DOOR SCHEDULE AND PENETRATION DETAILS SECTION 707.8 PROTECTSHAFf PENETRATIONS IN ACCOR�ANCE WITH SECTION 712 ' ("PENETRATIONS") AS REQUIRED FOR FIRE BARRIERS. SEE PENETRATION DETAILS SECTION 707.11.1 ' FIRE RESISTANCE RATING OF 1-HR REQUIRED (IDENTICAL TO FLOOR AND SHAFT ASSEMBLY RATINGS) (BOTTTOM OF SHAFT PROVIDED IN ' CONSTRUCTION IDENTICAL TO REST OF SHAFT) SECTION 707.74 SHAFT, FIRE RESISTANCE RATING OF 1-HR REQUIRED. �, ELEVATOR DOORS: 90-MIN RATED FROM MANUFACTURER SECTION 3004.7 HOISTWAY VENTS NOT RE�UIRED ELEVATORS PENETRATE <THREE STORII SECTION 707.14.1 EXCEPTION 1 TAKEN: ENCLOSED ELEVATOR LOBBY NOT REQUIRED AT STREET FLOOR WHEN PROTECTED BYAUTOMATIC SPRINKLER SYSTEM ' EXCEPTION 4 TAKEN�, ENCLOSED ELEVATOR LOBBY NOT REQUIRED WHEN , BUILDING IS PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM MACHINE ROOM RE4UIREMENTS I SECTION 3006.4 1-HR FIRE RESISTANCE RATING PROVIDED, SAME AS SHAFI� RATING PROVISION ROOF REQI�IEdEMENTS: ACCESS REQUIRED SECTION 1019.11.1 ROOF UNOCCUPIED - ROOF ACCESS PROVIDE� VIA EXCEPTION SECTION 1019.112 ROOF HATCH WITHIN 10' - 0" OF ROOF EDGE - GUARDS ARE PROVIDED ROOF HATCH OF NO LESS THAN 16 s.f. AND 2'-0" MIN DIMENSION PROVIDED EXITING: _ - . EXITS REQUIRED � TABLE 1019.1 � MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD OCCUPANT LOAD FROM 1 500 PROVIDE 2 EXITS FROM EACH FLOOR OK OCCUPANT LOAD (GROSS USABLE AREA) ALLOWABLE FLOOR AREA ' TABLE 1004.1.1 � BUSINESS AREAS : 100 GROSS OCCUPANT LOAD CALCULATIONS TABLE 1004.1.1 �, 1ST FLOOR 12,785 SF 128 OCCUPANTS � I 2ND FLOOR 13,291 SF 1330CCUPANTS TOTAL BLDG. 26,076 SF 261 OCCUPANTS EGRESS WIDTH TABLE 1005.1 ESTABLISH 0.31NCHE5 PER OCCUPANT ON STAIRWAYS AND 02 FOR OTHER EGRESSCOMPONENTS EXIT INCHES RE�UIRED TABLE 1005.1 EXIT INCHES RE�UIRED: 1ST FLOOR 128/2 (0.2) = 12.8 WCHES PER EXIT '�, I (72.8 EXIT WCHES) 2 EXITS = 25.60 EXIT INCHES REQUIRED 2ND FLOOR 133/2 (.3) = 19.95 WCHES PER EXIT (19.95 EXIT INGHES) 2 EXITS = 39.90 EXIT INCHES REQUIRED EXIT INCHES PROVIDED EXIT INCHES PROVIDED ' 15T FLOOR 36" + 36 = 72" TOTAL EXIT WCHES. . � � 25.60 INCHES REQUIRED < 72" PROVIDED: OK � 2ND FLOOR 60"+36 -96" TOTAL EXIT INCHES. � 39.901NCHES REQUIRED <96" PROVIDED: OK RE�UIRED STAIR ENCLOSURES B OCCUPANCIES SECTION 102D.1 STAIR SHAFTS CONNECT < FOUR STORIES : 1-HR ENCLOSURE REQUIRED . SEE "OPEN STAIR REOUIREMENTS" ABOVE ALL OTHER BUILDING EXITS EXIST AT GRADE LEVEL AREA OF REFUGE �CTION 1007.6 � N/A: EACH STORY EXITS AT GRADE LEVEL CORRIDORS: GORRIDOR FIRE RESISTANCE RATING I TABLE 1017.1 I BUILDING EQUIPPE� WITH AUTOMAT�G SPRWKLER SYSTEM� NO FIRF B OCCUPANCY OCGUPANT LOAD > 30 WITH SPRINKLER SYSTEM _UMBING FIXTURES: TABLE 2902.1 � 6 OCCUPANCY ' TOTAL OCCUPANT LOAD: 261 (131 EACH MALE AND FEMALE) TOTAL FIXTURE COUNT: 8 WC (4 EACH), 8 LAV (4 EACH), DRWKING F � � , � \' � � / �4flN ........./ \ � .:ax..ra� .: / ...... \ .___ _.. � j ', _ _ __ �` � � ����� � � � � � °-� �� � °- � � n �l � �� ,,,�,. � �-� .:,,,. .. .....��.. _ ``��� ;; � �_ ;� _ _ _ _ :� 64 � / c` �� � �� � � � I,� ������I��� � � � < � �� \ / \ +y: 'Y.': C�,` _ �� 1 � , � e� �� � i � .� �' �� � ; %'' � i � ry_ �-' ��� � � _ � � � � � _-� / ,, .. � , _ .., � . � __. --�-- � % f/ . ... ��'",: .__ . � ;� � � i J ' �r �,�FE � ,;, € : � / / � � � � // �3 �� �.....:� ... `\��P�G� .,, �,:s: �, i �' O � � g�\`� P��� ". � � I , 56 " S�QPP � � t � �. ����� If:'S;, ,,,, :l ��a . .= �` .. ,,,,,,;.` ; 52 �, , � aP �i � : _ „ �x"' � � , �c$f�Yi?�!8[� � . � _ '�3 . � �; � � � � ,. � I ��� e - } ,, �� �� �� ����� � �� .......:, / � � �' `��� � ������ � , / � � �� , � % 1 � B Oa�IJPANGY/ ' 1!, � �,, TYPE 11-� NEVU/ 1 i � � � :: .._.. ; � ,� CONSTRUCTI'ON ; / �� �� ,;,',� E3BE1i486F�E\ �;e&EYiC2�i@d3�83i s €i .,: ;, � � �,� -y..:......_...x � �3 , r^ � � .� _ _, � n �_ � _ � -�� \ =9� 9A{, � ��.� . y. . ,, , .. „_,:. :� � r���� afxa�t4s�.s�:� ; � ' S�� ����� ���� � ����� ��i�� � � �� ������ � � � �� � '_ , � �: . ;.: �. � .. ,,,., .....�, ..� �.. .,,: , ......._..,, F . ; . _ ._..... . � � _--. _ _. _ _. �m. ... . . -� - . :.:.. ;, _..... �_ � -� � ��' ;�,.. �:�, � .- � �R8$t&k3&tH �'j j' � � . sr�� .. � ; �, � � v �. � ' .. i "' \ � �, ,. T.� / ���B84m' ..� ,�.,. � . :, vs ,,, _. e.. . ... .... ..... ..... ... .. � _ � .... , � __... .. " . . . . � ..... i[ yi .. ... �.r / � � / � . � � \ � 01 FLOOR CODE PLAN � � ` 3/32 =1'-0" I OUNTAIN (DF) (3 TOTAL), SERVICE SINKS (SS) (2 TOTAL) � �� - � - _ r i � � � i i � �, , FIRST FLOOR 4 WC, 4 LAV, 1 DF,1 SS �i ;"1 / ' SECOND FLOOR 4 WC, 4 LAV, 2 DF,1 SS � � i� �i � �''� � � % / \ - -- --- -. I _-__ _ _ .._ , � / � ' j i �i / � �.. ,, _. \ _� '� ,� / i i , � � / i i I, � E _ � / � �, ---� � - ` _ _ r .. ��- �� _ [_ I � / , � , , _ � � . -- _ _ ---- � F 67 �� t �' " ( � , � �\ ,. j' . � l i ii � ,, � ��"`°" ��'.. / ' � . .., _ �( - � � � � ,,.,�� � ,...., i � � `. �,� ,' / � ., " . 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Island Hospital IVledical Arts Pavilion 1020 26th Street - Anacortes, WA 98221 Issued For Bids + 100% Construction Documents � / �/ � �/ �/ ' �/ % �/ ' ' � ' I ' / � s / / F � , � / s,r 1 , :, � � � ,. /, / i. d / � � �� � � I �' � � �k � � � � / � � � � ' � , i , / i i � � i� � �I �� � � � � � V � I, � ��k�t \\ __ -----'-/ I , , , � __ I_ \ I ,,� I 1�-6��iP� � - _ _ . --- �-- . _-----... _ �- -- , , . - ---� � � < � �/ i � \ I �� � •y i � � I .vi \ ���s� � � � I � I � \ \ \I . � \ I \ \ �` 5290 � REGISTERED ARCHITECT LOIS JEAN BROADWAY STATE OF WASHINGTON v PROJECT NUMBER: W � � PROJECT MANGER: u __- �? i DHAWNBY: ISSUANCE No. � Description Date � 1 Schematic Design 7/06/2010 2 Permd Subinittal 9/15/2010 _ - 4 90 /o CD for Pricing I10/27(2010 5 �OHReviewSubmittal � ��.11/03/2010 B IssuedForBids+100%Construction 11/24/2010 Documents 12 Conformed 100% Drawings 01 /1 41201 1 __ I _... _ _. ._ _. ,000z TIM SADLER _- NW_ �, Island Ho�po�al M��ocal Arts Pav�9ior� �y�°, CODE ANALYSIS � �., � � , SH�,E'T NO � A%.01 I I 5 � c m � N `° o Z o, o � r o Y` U � oa x `' � y � L p c oa � �.��.: \� m @° O ti Y � a � ����� � m� �� ;oQA � O . __ — — _ . ._ —.... o p = � t 425.778.1530 21911 76th Ave W. Ste 210 f�� f 425.774.7803 Edmonds WA 98026 W � �n � � o info@tgbarchitects.com � ; o www.tgbarchitects.com � �r � u� a � � U v' LSC CALCULATIONS GENERALINFORMATION: APPLICABLE CODES OCCUPANCY CLASSIFICATION: APPLICABLE OCCUPANCY CLASSES EGRESS REQUIREMENTS ACCESSBBLE MEANS 0� EGRESS: sRF%A�JGEMENT OF RJIEANS OE EGFdESS EPAE%ATED OCCUPA�ICIES: WASHINGTON STATE �, 2000 NFPA 101 LIFE SAFETY CODE DEPARTMENT OF I HEALTH CHAPTER38 SECTION 18.3 PROTECTION '. SECTION 202 SECTION 38.3 I 38.3.1.1 I EXCEPTION 1 72.5.5 722.5.1 7.1.32 71.32(A) 71.32(C) 71.3.2(D) 7.1.32(E) 72.2.52 722.5.3 7.1.10.2.1 72.1.3,1 EXCEPTION 3 . ..... 7.2.1.14 NEW BUSWESS OCCUPANCIES MEANS OF EGRESS REQUIREMENTS PER CHAPTER 38 MEANS OF EGRESS REQUIREMENTS: SEE 3822 OPENING PROTECTION VERTICAL OPENWGS SHALL BE ENCLOSED/PROTECTED PER 82.5. �, UNENCLOSED VERTICAL OPENINGS IN ACCORDANCE WITH 8.2.5.8 PERMIT�ED. ENCLOSURE/PROTECTION OF STAIRS. ALL INSIDE STAIRS SERVING AS AN EXIT OR EXIT COMPONENT SHALL BE �. ENCLOSED PER 7 1 3 2. ALL OTHERS PROTECTED PER 8 2 5 INSIDE STAIR USED AS EXIT - REFER T0 7.1.32 FOR REQUIREMENTS. CHARACTERISTICS OF STAIR ENCLOSURE NOTED ON CODE PLAN: �� EXITS REQUIRED TO BE SEPARATED FROM OTHER PARTS OF BUILDING - OK. �' SEPARATION SHALL HAVE NO LESS THAN 1-HR RATING CONNECTWG � <3STORIES-OK. OPENINGS INTO THE ENCLOSURE SHALL BE PROTECTED - OK. � OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR ACCESS - OK. PENETRATIONS AND OPENWGS LIMITED - OK. ADDITIONAL ENCLOSURE: 10-FOOT RULE SEE NOTATION ON CODE PLANS- OK. NO ENCLOSED USABLE SPACE WITHIN THE STAIR ENCLOSURE. NO SEPARATE ENCLOSURES EXIST WITHIN THE EXIT ENCLOSURE. NO ACTIVITY IMPEDING EXITING EXISTS WITHIN THE STAIR ENCLOSURE- OK. NO FURNISHINGS, DECORATIONS OR OTHER OBJECTS SHALL OBSTRUCT EXITS, ACCESS EGRESS, OR VISIBILITY - OK. DOORS SHALL BE SIDE-HINGED OR PIVOTING SWINGING TYPE. HORIZONTAL SLIDING DOORS COMPLYWG WITH 72.1.14 ARE PERMITTED. SLIDESWING POWER OPERATED SLIDING DOORS ARE SPECIFIED - OK. 7.5.4.1 AREAS ACCESSIBLE TO THE MOBILITY IMPAIRED SHALL HAVE NOT LE55 THAN TWO ACCESSIBLE MEANS OF EGRESS. ACCESS SHALL BE PROVIDED TO NOT LESS THAN ONE ACCESSIBLE AREA OF REFUGE OR ONE ACCESSIBLE EXIT PROVIDING , AN ACCESSIBLE ROUTE TO AN EXIT DISCHARGE. '� 382.2.12 AREAS OF REFUGE COMPLYING WITH 7.2.12 pRE PERMITTED. . A3.3.14 PARAGRAPH 3�� "THIS CODE RECOGNIZES ANY FLOOR IN A BUILDING PROTECTED THROUGHOUT BY �� ANNEX A ��� AN APPROVED AUTOMATIC SPRWKLER SYSTEM AS AN AREA OF REFUGE" - OK. 7,5.4.4 EXIT STAIR USED IN AN ACCESS�BLE MEANS OF EGRESS SHALL COMPLY WITH , 72.12.2.3 AND BE ACCESSED FROM AREA OF REFUGE. � Z2.122.3 ' REFUGE,4REA ON L2 HAS DIRECT ACCESS TO PUBLIC WAY AND IS COMPLIANT WITH 72.122,2. CLEAR WIDTH OF LANDINGS AND FLIGHTS> 48". ACCESSIBLE STAIR - OK. --- - _ __ — 7.5.7.4 EXITS TO BE ARRANGED 1(2 OF THE DIAGONAL DISTANCE OF THE BUILDING EXCEPTION 1 PLAN APART. 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SURVEY IfVFORMATION PROVIDED BY FAKkEMA AND KIfVGMA, INC. CONSULTING ENGINEERING AND LAND SURVEYING. 7. THIS EXISTING CONDITIONS PLANS ASSUMES �IDILDINGS WITHI�I THE PROJECT �IMITS TF1AT ARE SCHEDULED TQ BE REMOVED HAVE BEEN REMOVED. �����IT'ON NOT�S: O SAWCUT EXISTENG PAVEfv�ENT AfJD REMOVE FULL DEPTH. O2 REMOVE EXISTING STORIVI OR SANITARY SEWER STRUCTI�RE. O3 REMOVE EXISTING PIPE AND ASSOCIATED FITTINGS. O RELOCATE EXISTING FIRE HYDRANT O REMOVE EXISTING CONCRETE SIDEWALK FL➢LL DEPTH. O6 REMOVE EXiSTING CONCRETE CURB/GUTTER. T FINISF9 GRADE O ADJUST EXISTING S TRUCTURE TOP O O$ REMOVE EXISTING SIGN. STORE FOR RE-USE. 9O REMOVE IRRIGATION COMPONENTS AND STORE 10 REMOVE EXISTING LIGHT POST. STORE FOR RE-USE. 11 REMOVE EXISTING BOLLARD , 12 REMOVE EXISTING WATER METER AND METER BOX. CONTRACTOR TO DISCONNECT EXISTING 1NATER SERVICE AT THE MAIN AND SHUT THE CORP STOP. � 13 REMOVE 18" THICK CONCRETE SLAB. TOP OF SLAB IS APPROXIMATELY 7.5 FT D DEEP '14 REMOVE EXISTING PAVEMENT MARKINGS 15 REMOVE UNDERGROUND POWER WIRING, CONDUITS AND/OR STRUCTURES. COORDIfJATE WITH ELECTRICAL PLAN SHEET 16 REMOVE UNDERGROUND GAS CONDUITS ANDlOFi STRUCTURES. COORDINATE WITH GAS COMPANY, HOSPITAL AND MECHANICAL. 17 REMOVE TREE/SHRUB/STUMP. 18 EXISTING WELL. SEE ADDENDUM #1 /Q \ CSK-1 FOR FINAL TREATMENT. � " � GENERAL NOTES: 1. COORDINATE REMOVAL AND/OR RELOCATION OF EXISTING POWER, LIGHT POLES, ELECTRIC UTILITIES, ETC. WITH ELECTRICAL PLAN SHEETS 3 2. EXTENSIVE DEMOLITION WORK HAS BEEN DONE IN AREAS OF THE SITE AFTER THE INITIAL TOPOGRAPHIC SURVEY. THE EXISTING CONTOURS SHOWN DO NOT REFLECT THE CURRENT GROUND ELEVATION S IN ALL AREAS. � INSTALL CATCH BASIN INLET PROTECTION 0 10 20 . , � . 4 425.778.1530 219'61 76th Ave W. Ste 21 � f 425.774.7803 Edrmonds WA 98026 i nfo @tg b a rch i tects. co m www.tgbarch itects.com L,�.`t?il, <I��C�IC�?Ip .��)�Ltiit J I.�I�il�:�vf�� � ��x �_^�, .. � Ital Island Hos� Medical Arts Pavilion 2122 24th Street Anacortes, WA 98221 SITE EXISTING CONDITIONS, DEMOLITION AND TESC PLAN ISSUE FOR BIDS + 100% COIdSTRUGTION DOCUMENTS 11 /24/2010 ISSUANCE No. Description Date � 50% DD 8116/2070 0 + L 9/15t2010 y 100 /o DD PERMIT SUBMITTA 3 PERMIT RESUBMITfAL+gO%CD 10l27/2010 4 ISSUE FOR BIDS 0/27/2010 g ISSUE FOR 61DS+100% CD 1 U24/2070 PROJECTINFORMATION PROJECT NUMBER: tqb-10002/Ibs-10026 PROJECT MANGER: del DIaAWN BY: del SHEET NO C 1.0 EROSION AND SEDIMENT CONTROL GENERAL NOTES: t. EROSIdN CONTROL MEiHODS AND MATERIALS SHALL MEET THE REQUIREMENTS OF SECTION 8-01 OF THE 2006 WSDOT/APWA STANDARD SPECIFlCATIONS, THE REQUIREMENTS SET FORTH IN VOLUME II OF THE "STORMWAiER MANAGEMENT MANUAL FOR WESTERN WASHINGTON" BY THE WASHINGTON STATE DEPARTMENT OF ECOLOGY, CURRENT EDITION. THE CONTRACTOR SHALL FOLLOW RECOMMENDATIONS MADE BY SUPPLIERS AND MANUFACTURERS OM ALL MATERIALS AND EQUIPMENT USED. 2. ALL TEMPORARY EROSION CONTROL FACILITIES SHALL BE 16J5TALLED PRIOR TO ALL OTHER CONSTRUCTION. 3. THIS WORK SHALL CONSIST OF INSTALLING, CLEANING, MAINTAINING, AND REPLACING EROSION ANp SEDIMENT CON1T20L DEVICES TO PREVENT SILT AND DEBRIS FROM ENiERING ON- AND OFF-SIiE DITCHES, STORM SYSTEMS, AND DESIGNAIED CRITICAL AREAS. THESE DEYICES MAY INCLUDE, BUT SHALL NOT BE LIMIiED TO S1RAW BALES, SILTAlION FENCING, SEEDING, FERTILIZING, MULCHING, EROSION CONiROL FABRIC, QUARRY SPALL CONSTRUC110P! ACCESS ROADS, AND STORM DRAIN INLET PROiECTION. 4. ALL PERMANENT AND TEMPORARY SILTATION CONTROL MEASURES SHALL REMAIN IN-PLACE UNTIL THE CONCLUSION OF CONSTRUCTION. BEFORE ACCEPTANCE OF WORK UNDER THIS CONTRACT, THE CONiRACTOR SHALL REPAIR AND RESTORE EROSION AND SEDIMENTAiION CONTROL FACILITIES TO THE SAl1SFAC110N OF THE ENGINEER, OWNER, AND CITY OF ANACORTES PUBLIC WORKS. MAINTENANCE OF ALL EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL SITE SOILS HAVE BEEtJ ESTABLISHED. 5. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PREVENT SILTY STORMWATER FROM EXITING 1HE SITE. IF SILT LADEN STORMWATER EXITS iHE SIiE, THE ENGINEER SHALL STOP WORK ON THE JOB. IT IS THE CONIRACTOR'S JOB TO WORK WITH THE PROJECT ENGINEER OR LOCAL JURISDICTION TO COORDINAiE FURiHER EROSION CONTROL MEASURES NOT SHOWN ON THE EROSION AND SEDIMENT CONTROL PLAN. 6. AS CONSIRUCTION PROGRESSES AND AS SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILIII�S SHALL BE MAINTAINED AND MAY BE ALIERED AS REQUIRED 6Y THE ENGINEER AIdD THE CITY OF ANACORTES PUBLIC WORKS TO ENSURE ADEQUAlE EROSION AND SEDIMENTATION CONTROL. 7. ALL PUBLIC AND PRIVATE PROPERTIES SHALL BE KEPT CLEAN. 1RACKING OF MUD AND DEBRIS FROM CONSTRUCTION AREAS WILL NOT BE ALLOWED. HIGH-EFFICIENCY STREET SWEEPERS SHALL ALSO BE USED TO REMOVE SMALL PARTICULAiE MATTEW2 FROM ALL PAVED SURFACES. SWEEPERS SHALL �E MECHANICALLY VACWM EQUIPPED AND pNLL HAVE AN APPROPRIATE EXHAUST FILTRATION DEVICE TO �REVENT AIR POLLUTION. COLLECTED DEBRIS SHALL BE DISPOSED OF AT AN APPROVED SITE AND SHALL NOT BE 51MPLY DUMPED WITHIN THE PROdECT LIMITS. FAILURE TO COMPLY WIiH THESE CONDITIONS MAY RESULT IN A STOP WORK ORDER BEING ISSUED AND ENFORCE� UNTIL THE CONDI110N IS REMEDIED. 8. THE EXISIING AND PROPOSED STORM SYSTEMS SHALL BE CLEAPdED AND MAINTAINED THROUGHOUT CONSiRUCTION AND UNTIL ALL ON-SITE SOILS HAVE BEEN STA�ILIZED. 9. AT iHE END OF ALL SIiE CONSiRUCTION, THE CONTRACTOR SHAL� FLUSH OUT ALL DEBRIS FROM THE STORM SYSTEM INSTALLED OtJ-SITE. MAlERIAL FLUSHED FRO�A THE STORM SYST�M SHALL BE DISPOSED OF BY THE CONiRACTOR AT AN APPROVED DISPOSAL SIiE. 10. HYDROSEEDING MIXTURES FOR ALL EXPOSED AREAS SHALL CONFORM TO THE SPECIFlCATIONS WITHIN THE SEEDING TABLE ON THIS SNEET. AN ALTERNATE MIXTURE MAY BE SU6MITTED BY THE CONTRACTOR FOR RE�IEW AND APPROVAL PRIOR TO SEEDING APPLICAIION. 11. FERTILIZE qLL SEEDED AREAS �IiH A 10-4-6 (NIiROGEN-PHOSPNORUS-POTASSIUM) SL064 RELEASE FERi1LIZER INCORPORAiED WiTHIN THE HYDROSEED APPLIED AT A RATE 0� 90 LBS PER ACR�. EROSION AND SEDIMENT CONiROL COiVSTRIJCTION NOTES: 1O A iEMPORARY STABILIZED CONSIRUCTION ENTRANCE SHALL BE INSTALV.ED AT EACH STAGIN6 AREA, SITE ENTRANCE, AND ANY OiHER AREA OF COMCENTRATED CONSTRUCTION TRAFFIC. CONSTRUCTION ENTRANCES SHALL BE CONSIF2UCTED OF A MINIMUM TWELVE INCH (12") DEP1H OF QUARRY SPALV.S PLACED TIPdENTY FEET (20') WIDE, APJD ONE HUNDRED fEET (100°) LONG. TRACKING QF DEBRIS ONTO PUBLIC RVGHT OF WAYS FROM THE ABOVE-MENTIONED AREAS SHALL NOT BE PERMITiED. MISSING OR DISLODGED SPALL MATERIAL SHALL BE REPAIRED IMMEDIATELY, TO THE SPECIF1ED DIMENSIONS. OTHE EXTENT OF CLEARING, GRUBBING, AND DISTURBANCE TO NATIVE VEGETATION (BMP E1.25) SHALL BE LIMIiED TO THE MINIMUM AREA NECESSA9�Y TO PERFORM WORK. LIMITING CONS112UCTION DISTURBANCES THROUGH CONSTRUCiION PNASING WILL REDUCE THE LIKELIHOOD Of INCREASED 1URBIDITY LEVELS IN DOWNS1FtEAM STORMWATER. STRIPPING OF EXISi1NG TOPSOIL SHOULD BE CONFINED TO iHE IMMEDIAiE CONSTRUCTION AREA. ALL EROSION CONTROL SURFACE COLLECTION STRUCTURES SHALL BE INSTALLED PRIOR TO SIRIPPING. ONCE WORK IS COMPLETED IN A SPECIFIED AREA, FINAL GRADING SHOULD BE PERFORMED AND THE AREA SHOULD BE IMMEDIATELY STABILIZED W11H SEEDING, MULCHING, PLASTIC COVERING, OR EROSION CONIROL BLANKEiING. 3O WHERE APPLICABLE, CUT AND FlLL SLOPES SHALL BE PROTECTED 8Y EXISTING VEGETATIVE STRIPS. THESE STRIPS SNALL BE IDENTIFIED DURING CONSiRUCTION INITIATION AND SHALL REMAIN INTACT FOR AS LONG AS FEASIBLE TO REDUCE RUNOFF VELOCITIES AND THE POTENTIAL FOR EROSION. 4O iEMPORARY SILT FENCING (BMP E3.10) SHALL BE INSTALLED DIAGONALLY ACCORDING TO THE EROSION AND SEDIMENT CONTROL PLAN AND IN AREAS WHERE SILT-LADEN RUNOFF MAY ENTER OFF-SIlE, DOWNS7REAM PROPERiIES. FENCING SHALL 8E PLACED ON-CONTOUR. IN AREAS YNTH LARGE UPHILL EXPOSED SURFACES (GREAlER THAN 0.5 ACRES), THE LAST TEN (10) FEET ON ALL ENDS SHALL BE FLARED UPSLOPE AT FORTY-FIVE DEGREES (45'). THE BOTTOM OF ALL FENCING SHALL BE SECURELY ENiRENCHED TO PREVENT CONCENIRATED FLOWS FROM PASSING UNDER. AT NO TIME SHALL SILT-LADEN OR CONTAMINATED SURFACE ROWS 8E ALLOWED TO ENTER THE DOWNSTREAM CRITICAL AREA. 5O STORM DRAIN INLET PROTECTION (BMP E3.30) SHALL BE INSTALLED ON ALL EXISTING AND PROPOSED CATCH BASINS SUBJECT TO CONTAMINAiED SURFACE FLOWS. WIIHIN IMPERVIOUS ROADWAY AREAS, A CATCH BASIN INSERT SHALL BE PLACED UNDER THE GRAlES OF EACH CATCH BASIN TO COLLECT DEBRIS AND TO CONiROL SEDIMENT-LADEN FLOWS FROM ENTERING THE DOWNSTREAM STORM SYSiEM. AT ALL CATCH BASINS AND INLETS FOUND OUTSIDE IMPERVIOUS ROADWAY LIMITS SUBJECT TO SEDIMENT LADEN FLOWS, THE CONTRACTOR SHALL INSTALL A STORM DRAIN INLET PROTECiION STRUCTURE TO PROTECT ALL DOWNSTREAM CRIIICAL AREA AMENITIES. THESE SHALL BE MAINTAINED AND CLEANED OF DEBRIS TO ALLOW STORM WAiER TO ENiER THE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL SILT AND DEBRIS ON SITE AND PREVENIING IT FROM ENiERING iHE EXISTING AND PROPOSED DRAINAGE SYSTEMS. 6O PREPARATION OF TYPICAL CUT AND FlLL SLOPES SHALL CONFORM TO THE FOLLOWING PARAMETERS: FROM OCTOBER 1 THROUGH APRIL 30, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO (2) DpYS. FROM MAY t TO SEPTEMBER 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE THAN SEVEN (7) DAYS. 1HIS CONDITION APPLIES TO ALL SOILS, WHETHER AT FlNAL GRADE OR NOT. BARE AREAS ON ALL PREPARED SLOPES THAT ARE SUBJECT TO DIRECT WEATHER EXPOSURE SHALL BE PERMANENILY SEEDED, MULCHED, OR PROiECTED WITH BLANKETS OR MATS AT 1HE EARLIEST TiME NOT EXCEEDING THE TiME FRAMES DEFINED ABOVE. BARE SURFACES SLOPING LESS 1HAN 2:1 THAT ARE UNDER IMPROVEMENT, NOT PLANNED FOR IM�IEDIATE PERMANENT COVER, BUT ARE SUBJECT TO EROSION SHALL BE TEMPORARILY SEEDED, MULCHED, OR NET/PLASTIC-COVERED. BARE AREAS, ON SLOPES 2:1 OR STEEPER AND THAT ARE UNDER IMPROVEMENT SHALL BE TEMPORARILY PROTECIED WITH BLANKETS, MATS, OR PLASTIC SHEETiNG. IT SHALL BE LEFT TO THE CONTRACTOR°S DISCRETION ON WHICH BEST MANAGEMENT PRACIICE (BMP) IS APPLICABLE. BARE AREAS OUTSIDE OF THE ABOVE-LISTED PARAMETERS SHALL BE COORDINATED WITH THE PRQJECT ENGINEER AND SHALL CONFORM TO 1}iE EROSION CONiROL REQUIREMENTS SET BY THE WASHINGTON STATE DEPARiMENT OF ECOLOGY. TOPSOILING (BMP E1.45), SPREAD A t�INIMUM OF TYdO (2) INCHES COMPACiED DEPTH, SHALL PRECEDE PERMANENT STABILIZAl10N QF ALL AREAS SLOPING LESS THAN 2:1. TOPSOIL SHALL CONFQRM TO SECTION 9-14.1 OF THE STANDARD SPECIF1CAilONS FOR TOPSOIL iYPE A. TOPSOIL SHALL BE NAiURAL, FERTILE, SANDY LOAM FREE FROM SUBSOIL, BRUSH, WEEDS, ROOTS, AND OTHER DEBRIS. FURNISH TOPSOIL WHICH WILL PASS A 3/8" SCREEN WiTH SUFFICIENT FlNES TO COMPACT EASILY WHEN WETTED. TOPSOIL SHALL BE FREE OF WEEDS, WEED SEEDS, AND MATERIALS TOXIC TO PLANT GROWiH. TOPSOIL SHALL MEET THE FOLLOWING GRADAl10N OR APPROYED EQUAL• SIE�IE PERCENT PASSING 3/8 100 20 77-100 60 0-23 270 0-10 OPLASTIC COVERING (BMP E1.20) SHALL �IE SPECIFICALLY APPLIED TO ALL EXPOSED STOCKPILES PLANNED FOR PERIODS OF EXPOSURE EXIENDING BEYOND SEVEN (7} DAYS. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6-MIL AND SHALL MEET THE REQUIREMENTS OF SECTION 9-14.5 OF TNE W.S.D.O.T. STANDARD SPECIFICAl10NS. COVERINGS SHALL BE TIGHTLY SECURED TO STOCKPILES USING ROPE- SUPPORTED SANDBAGS OR TiRES SET AT A MAXIMUM TEN (10} FOOT SPACING. ALL SEAMS SHALL HAVE A TWO-FOOT (2) MINiMUM OVERLAP. ALL DAMAGEQ SHEETIPJG SHALL SE REPLACED IMMEDIATELY. 8� PERMANENT SEEDIN6 SHALL BE DONE IMMEDIATELY AFTER FINAL SLOPE SHAPING, EXCEPT DURING THE PERIOD OF OCTOBER 1ST THROUGH MARCN 1ST, WNEN SLOPES SHALL BE PROiEGTEQ INSTEAD, BY MULCHING, BLANKETS, P�ATS, OR PLASTIC COVERING UNTIL THE NEXT SEEDING PERIOD. TEMPORARY SEEDING SHALL BE INSTALLED BETWEEN APRIL 1 AND OCTOBER 31. ALL SLOPES PLANNED FOR SEED APPLICATION, SHALL 8E SURFACE RDUGNENED PRIOR TO SEED APPLICATION. MULCHING SHALL BE INSTALLED IMMEDIAlELY FOLLOtNNG SEEDING IN AREAS SLOPING GREATER THAN 2:1. 90 AT �OCATIONS WHERE CONCEI�TRATED ELQWS AT THE TOP OF SLOPES MAY OCCl9R, A PIPE SLOPE DRAIN (BMP E2.25) SHALL BE INSTALLED TO PREVENT C�NCENTRATED EROSION. SLQPE �RAINS SHALL EXTEND FULLY FROh9 THE TOP TO BOTTOM OF THE SLOPE AND SHALL BE DISCHARGED INTO A STA�ILIZED AREA OR SE�IMENT TRAPPING DEVICE. S�OPE DRAINS SHRLL BE INSTA�D 4�TH WATERTIGHT �OIt�TS AND SHALL BE SECURELY FASTENED USING VYOODEFV STAKES AND 11E �IRE AT THE T9P, BOTTOM, AND ALONG THE ER�TIRE SLOPE LENGTH. SAN�BAGS AND PLASTIC SHEETING SHAO� BE INSTALIED AT THE DRAIN INLET TO DIRECT FLOWS. SOIL NEAR �}9E PIPE ENTRANCE SHALL 6� COMPACTED TO PREVENT UNDERCUTTING BY CONCENTRATED FLOINS. SLOPE DRAIYJS SHALL BE �OCATED, AS COP�SI�2UCTION DICTATES. OUTI�T PROTEC110N (SiRAW BALES OR QUARRY SPALLS) SHALL BE INSTA�LED AT ALL POINTS OF CONCENTRATED DISCHARGE. MISSING OR DISLODGED PROIECTION WILL 8E REPAIRED IMMEDIAiELY. 10 IF OFF-SITE STORMWATER ENTERS CONSIRUCTION AREAS, THE CONIRACTOR SHALL INSTALL DIVERSION SWALESo CHANNELS, OR DITCHES TO DIRECT VYAT�R ARQUN� AREAS �F POTENTIAL EROSIOM IPlTO VEGETATED AREAS OR AN IN-PLACE STORMWATER COLL�CTION SYSIEM. TNE CONTRACTO�i SHALL MAINTAIN THE POINT OF �9ATURAL SOURCE DISCHARGE TO TNE BEST OF HIS/HER A9ILITY. 11 OPEN UTILITY TRENCHING EXPOSED TO TNE WEATHER IS SUBJ�CT TO E9i0SI0N AN� STORMVdATER PONDING. IN THE CASE 6YHER� DIRTY STORMWATER ACCUMULATES WITHIN UTILITY 1REPSCHES, THE COPJTRACTOR SHALL IMPLEMENT PUMPS TO REMOVE EXCESS 6�'AlER APlD FILTER EAGS TO HELP FILTER WATER PRIOR TO DISCHARGE INTO THE EXISTING OR PROPOSED STORMNIATER SYSTEM. 12 THE CONTRACTOR SHALL SPRINKLE CONSTRUCTION AREAS SUBJECT TO DU5T bYITH WATER OR D.O.E. APPROVED DUST PA�LIATIVES. USED 01� IS PROHIBIiED FOR USE AS A PALLIATIVE. IN ORDER TO PREVENT CARRYOUT OF MI�D AND DEBRIS FROM WETT�D AREAS, SPALLED COPJSTRUCiION ENTRANCES SHALL BE INSTALLED AND CONSTANTLY MAINTAINED. 13 THE CONIRACTOR IS RESPONSIBLE EOR TURBIDITY MONITORING OF ALL STORMN'AlER ELOWS PRIOR TO RELEASING FLOWS OFFSITE. STOR�INlAiER DISCHARGEQ OFFSITE SHALL CONFORM TO THE REQUIREMEPVTS OF MIASHINGTON STAlE SURFACE WATER QUALITY STANDARDS (WAC 173.2Q1A-030) FOR iURBIDITY AS MEASURED IN NTU UNITS. 7HE CONTRACTOR SNALL DEVELOP AND SUBMIT A TURBIDITY MONITORIYVG PLAN TO THE ENGINEER AND THE CITY OF APYACORTES PUBLIC WORKS FQR APPROVA� PRIOR TO COMMENCING ANY SITE GRADING ACTIVIiIES. 1URBIDITY MONITORING PLAN MUST COWTAIN A MINIMUM QF THE FOL�OWING: 1. MONITORING DATA SHEET 2. MONITORING LOCATIONS 3. 1ES11FEG METHODS 4. FREQUENCY OF MONITORING 5. DETERMIIWAl10N OF COMPUANCE 6. . ACTION PLAN FOR NONCOMPLIANCE EVENTS 7. MONITORING PERIO� 1URBIDITY MONITORING PLAN DATA SHALL BE FURNISHED TO THE ENGINEER APJD TNE CITY OF ANACORTES PIDBLIC WORKS ON AN APPROVED SCHEDULE. TEIVIPORARY AiVD PERMANEiVT SEEDING METHOD QF SEEDING: HAND SEEDING OR HYDROSEEDING SEED MIXES: THE SEED MIXES LISTED BELOW INCCUDE RECOMMENDED MIXES FOR TEMPORARY AND PERMANENT SEEDING. THESE MOXES SHALL BE APPLIED AT A RATE OF 120 �BS/ACRE. THIS RAiE CAPd BE REDUCED IF SOIL AMENDMENTS OR SLON'-RELEASE FERTILIZERS ARE USED. EFiOSION CORITROL SEED MIX: CHEWINGS OR RED FESCUE FESIUCA RU�RA VAR. COMMUTATA OR FESi�1CA RUBRA ANPVUAL OR PERENNIAL RYE LOLIUM MULiIFLORIDM OR LOLI�IM PEREtJN REDTOP OR COLONIAL BENTGRASS AGROSTIS ALBA OR AGROSTIS iENUIS WHIiE DUTCH CLOVER iRIFOLIUM REPENS FILTER FABRIC MATERIAL MIRAFI 100X OR EQUIVALENT l iF �� �i OVERFLOW (TO 24�, :% �BYPASS PEAK � STORM VOLUMES) SCREEN IS FBERGLASS � REINFORCED POLYPROPYLENE 2.0 MM OPENING STANDARD OR VANED GRATE � RETRIEVAL STRAP �!a WEIGHT % PIJRITY O/o GERl4AINA�ION 40 50 5 10 �A �.. . .; Y, .� : �� SEEDING MAINTENANCE STANDARDS 1. ANY SEEDED AREAS THAT FAIL TO ESTABLISH AT LEAST 80 PERCENT COVER WITHIN ONE MONTH SHALL BE RESEEDED. IF RESEEDING IS INEFFECTIVE, AN ALTERNAiE METHOD, SUCH AS SODDING OR NETS/BLANKETS, SHALL BE USED. IF WEATHER CONDITIONS PREVENT ADEQUATE GRASS GROWiH, iHE T1ME LIMIT MAY BE RELAXE0. 2. AFTER ADEQUATE COVER IS ACHIEVED, ANY AREAS THAT EXPERIENCE EROSION SHALL BE RESEEDED AND PROiECiE� 8Y MULCH. 3. SEEDED AREAS SHALL BE SUPPLIED WITH ADEQUATE MOISTURE, BUT SHALL NOT BE WATERED TO THE EXTENT THAT RUNOFF IS CREAiED. 4. COORDINAlE PERMANENT SEEDING WITH LANDSCAPING PLAN. MULCHING MULCH MATERIAL QUALITY STANDARDS APPLICATION RATES STRAW AIR-DRIED: FREE FROM 2" - 3" THICK; 5 BALES UNDESIRABLE SEED AND PER 1000 SQ. FT. OR COARSE MATERIAL 2- 3 TONS PER ACRE. WOOD FIBER NO GROWTH INHIBIiING FACTORS APPROX. 25-30 LBS. CELLULOSE PER 1000 SQ. FL OR 1000-1500 LBS PER ACRE COMPOST NO VISIBLE WAiER OR DUST 2" THICK MIN.; APPROX. DURING HANDLING. MUST BE 100 TONS PER ACRE (APPROX. PURCHASED FROM SUPPLIER WIiH A 800 LBS PER CUBIC YARD) SOLID WASTE HANDLING PERMIT. CHIPPED SITE VEGETATION AVERAGE SIZE SHALL BE SEVERAL INCHES. 2" MIN. DEPTH NOTE: MULCHING SHALL BE 1D11LJZE� AS REQUIRED TO PREVENT EROSION AS DIREGiED BY THE ENGINEER. 9VIULCHING MAENTEIVAfVCE STANDARDS 1. THE THICKNESS OF 1NE COVER MUST BE MAINTAIPlE�. 2. ANY AREAS THAT EXPERIENCE E9�OSION SHALL BE REMULCHED AND/OR PROlECTED WITH A NET OR BLANKET. IF TH� EROSION PROBLEM 15 ORAINAGE RELATED, THEN THE PROBLEM SHALL 8E FIXED AND TNE ERODED AREA REMULCHED. �' � � � ' � � ` / ' � dlLL TESC MEASURES SHALL BE 16JSTALLED PRIOR LO STARTING AN°! OTIIER ELEN9EtJ�S OF TF9E PROJE�T. 1• CONiRAC70R SHAB.L HOLD A PRECONSii2UCTI0N MEEi1NG �ITH OWNER, OWNER�S REPRESENTAl1VE A?JD CITY PRAOR TO STAR�BNG WORK. 2• CONTRACTOR SHALL MARK CLEA@tING LIMITS. 3. ESTABLISH OtDARRY SPALL ENTRANCE. 4• INSTALL SILT FENCE At�D CONSTRUCTION LIMITS F�NCING AROUND PERIMEiER. 5• PROCEED �ITH PROJECT, MOPYITOR�NG FU�BCTIONALITY OF lESC BM�s AND IMPROVING, MAINTAINING OR REPAIRING AS NECESSARY. S• WH�N PROJECT IS COMPLETE AND FULLY STABItJZED, CONTRACTOR SHALL REMOVE BMPs fROM SITE. I lol �,,,ti � � �; I�I ��' II �� -��- _ - GEOTEXTILE FABRIC SKIRT � GENERAL NOTES: 1. TO BE INSERTED ON GRATES OF TYPE 1 AND TYPE 2 CATCH BASINS. 2. WHEN USED ON THRU-GRATE INLETS, ROLL-UP EXCESS FABRIC AGAINST CURB AND TIE OFF WITH MANUFACTURER PROVIDED CLIPS. CATCFi BASIN 19VSERT DETAIL SCALE: N.T.S. � STAPLES OR WIRE RINGS (TYP.) �o� � -% I I I I ��� �\ � --e 5' STEEL POST � 4' O.C. �� � � ,+ I I II ' I I �'� � 0 6" x 6" x 14 GA. WELDED WIRE FABRIC OR EQUAL =°" - - i;,� S BURY BOTTOM OF FILTER FABRIC MATERIAL ON 8"x8" TRENCH. FILL WITH FREE DRAINING SAND AND GRAVEL. a NOTES: 1) FILTER FABRIC FENCE SHALL BE CONSTRUCTED DIRECTLY AFTER CLEARING AND GRUBBING IS COMPLETED WITHIN THE ROAD EASEMENT. THE FENCE SHALL ONLY BE REMOVED WHEN CONSTRUCTION OF UTILITIES MAKES IT ABSOLUTELY NECESSARY. IMMEDIATELY AFTER UTILITIES ARE IN PLACE, THE SILT FENCE SHALL BE RECONSTRUCTED. (SEE NOTE 3.) 2) FILTER FENCE SHALL BE INSTALLED ALONG THE EASEMENT LINE AS SURVEYED BY A LICENSED SURVEYOR. 3) THE FILTER FABRIC FENCE SHALL STAY IN PLACE UNTIL AFTER CONSTRUCTION IS COMPLETED AND THE SOIL HAS STABILIZED. 4) THE SILT FENCE SHALL BE CONSTRUCTED ALONG 6 FOOT CONTOURS AS MUCH AS POSSIBLE. ALL FENCE ENDS SHALL END IN ROAD FILL AS TO NOT ALLOW ANY RUNOFF TO FLOW AROUND THE ENDS OF THE FENCE. � SILT FENCE DETAIL L SCALE: N.T.S. SILTFENC2 UTILITY LOCATES CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 • • � t 425.778.1530 21911 76th Ave W. Ste 2�0 f 425.7Z4.7803 Edmonds WA 98026 i nfo @tg ba rch ite cts. co m www.tgbarch itects.com .� ri' � \ ' � � � . ����e�i��( 0����"M�1t� � Island Hospital Medical Arts Pavilion 2122 24th Street Anacortes, WA 98221 TESC NOTES AND DETAILS IS�IJE FOR �IDS + 100% CONSTRUCTION DOCUMENTS 11 /24/2010 ISSUANCE _ No. Description Date 1 50% DD 8(76/2010 2 100% DD+pERMIT SUBMITTAL 9/15/2010 3 90%CONSTRUCTIONDOCUMENTS 70/27/2070 4 ISSUE FOR BIDS 0/27/2010 8 ISSUE FOR BID$+700% CD 19/24/2010 PROJECT INFORMATION PROJECT NUM�ER: tqb-1Q002/Ibs-10026 PROJECT MANGER: del DRAWN 8Y: del SHEET NO C 1.'I • i , t 425.778.1530 219� 1 76th Ave W. Ste 210 f 425.774.7803 �d�no�ds WA J�026 on��@tgbarchi4ectrs.co�n w�nrw,tgbarchitec�s.com RETAINING WALLS ON— SOUTH SIDE OF BUILDING TO BE SEGMENTAL BLOCK �, �,, ' STORMFILTER UNIT #1 � INSTALL CONTECH CBSF1-L WITH 18'° CARTRIDGE TOP = 146.5 +' I.E. OUT = 144.2 E CONNECT TO CB #2 WITH 8" SD PIPE � � < � ca #z _ _ 3 ' TYPE I CATCH BASIN, SOLID TOP ' TOP = 146.6 ' ! I.E. IN & OUT = 141.66 �" '�, y I.E. IN FROM SF #1 = 144.0 CT(1RPAFII TFR I If�IIT$9 1 � �.__..._ �_ , '� -�_ ____ � / ��)6�C�1��1� s I�' �C��$, Island Hospi=tal Medical Arts Pavilion 2122 24th Street Anacortes, WA 98221 SITE GRADING AND DRAINAC�E PLAN ISSUE FOR BIDS + 100% CONSTRUCTION DOCUMENTS 11 /24/2010 INSTALL DOULBLE YELLOW LINES � INSTALL WIDE WHITE LINE��_ INSTALL DIRECTRECTIONAL ARROWS INSTALL 18-IN WIDE STOP BAR 26TH STREET CHANNELIZATION: REMOVE EXISTING STOP BAR AND STRIPE NEW LEFT TURN LANE. ISSUANCE No. Description Date � 50% DD 8l16/2010 2 100°/a DD+p�RMIT SUBMITTAL 9/15/2070 3 PERMIT l2ESl1BMITTAL+90%CD 10/27/2010 4 ISSUE FOR BIDS 0/27/2010 g ISSUE FOR BIDS+900% CD 71/24/2010 _ _ __ PROJECTINFORMATION PROJECT NUMBER: tgb-100�2/Ibs-10026 PROJECT MANGER: del DRAWN BY: del UTILITY LOCATES CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 C� s#5t�, L:> #rwF: TYPE 1, CATCH BASIN, SOLID TOP TYPE 1, CATCH BAS9N, SOLID TOP TOP = 147.40 TOP = 149.50 I.E. IN 8� OUT = 142.90 I.E. IN 8� OUT = 143.32 FOOTING DRAIIJS MAY BE CONNECTED TO THESE CATCH BASlN AS NEEDED. INSURE I.E. OF FOOTING DRAIN PIPE IS ABOVE I.E. OF OUTLET PIPE. CB #5C TYPE 1, CATCH BASIN, STD. GRATE TOP = 148.60 I.E. IN & OUT = 144.00 I.E. 6" PERF. PIPE = 146.2 SEE SHEET C2.1 FOR UTILITY AND GRe4D9NG PLANS THIS AFiE/k ', , 0 20 40 SHEET NO ��■0 GENERAL NOTES: 1. SEE PLAN SHEET C1.0 FOR AREA DEMOLITION NOTES. EX CB TOP = 158.61 I.E. 18" PVC S= 145.48 I.E. 18" PVC N= 145.38 REMOVE EX. 18" PVC BETWEEN EX CB AND CB #7. REPLACE WITH 24" HDPE PIPE CB #7 �l°PE 2 CB, 48", SOLID TOP �OP = 160.0 I. E. 24" I N S= 144.67 +/- I.E. 18" OUT N= 144.67 +/- SSMH #1 TYPE 1 MH, 48" TOP = 159.0 LE. 10" CONC S= 147.44 I.E. NEW 18" N= 147.34 PLIJG EX. 10" CONC PIPE NORTH If�STALL 5 LF 18" HDPE PIPE BETWEEN SSMH #1 AND SSMH #2 SSNIH #2 TYPE 1 MH, 48" TOV' = 158.6 I.E. 18" IN E= 147.24 V.E. 18" OUT N= 147.14 SSMH #3 TYPE 1 MH, 48" TOP = 159.4 I.E. 18" IN S= 146.20 I.E. 18" OUT E= 146.10 INSTALL 5 LF 18" HDPE PIPE BETWEEN SSMH #3 AND EX SSMH EX SSMH TOP = 159.29 I.E. 10" CONC S= 145.91 I.E. 10" CONC N= 145.84 I.E. 18" IN W= 146.0 PLUG EX. 10°' CONC PIPE SOUTH ADJUST TOP TIO FINISH GRADE O HOT-TAP EX. 6" DI WATER FOR FIRE LINE INSTALL 6" GATE VALVE INSTALL 6" DI PIPE AND FITTINGS TO BUILDING AS SHOWN O HOT-TAP EX. 6" DI WATER FOR 3" DOMESTIC WATER SERVICE LINE INSTALL 3" GATE VALVE INSTALL 3" DI PIPE AND FITTINGS TO BUILDING AS SHOWN O HOT-TAP EX. 6" DI WATER FOR 6'° FIRE HYDRANT SERVICE LINE INSTALL 6" GATE VALVE INSTALL 6" DI PIPE AND FITTINGS TO FIRE HYDRANT INSTALL FIRE HYDRANT INSTALL THRUST BLOCK O CUT EXISTING 6" DI WATER INSTALL 6" GATE VALVE INSTALL 8"X6" REDUCER INSTALL 8" DI PIPE O O O O O 10 11 � INSTALL 8" DI PIPE IPJSTALL STEEL CASING PIPE FOR 8°' DI WATER LINE WITH CHSING SPACERS AND END CAPS INSTALL 8" GATE VALVE INSTALL 8" 22 1/2° DI BEND CONNECT NEW 8" DI PIPE TO EXISTING 6" DI PIPE USING 8"X6" REDUCER INSTALL FDC CONNECTION AND 4" DI PIPE TO BUILDING AS SHOWN. SEE DETAIL SHEET C3.0 INSTALL POST INDICATOR VALVE ON FIRE LINE AS SHOWN INSTALL 3-INCH DOMESTIC SERVICE WATER METER IN VAULT AS SHOWN REMOVE EXISTING 6" DI WATER LINE INSTALL 1-1/2" IRRIGATION METER IN VAULT WITH BACKFLOW PREVENTOR _ i--� /, , 0 10 20 • • � t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 i nfo @fg b a rch ite cts. co m www.tg barch itects.com r � ����. ,� .` , ..� <:,, L��>�r�F�`�°��� ' ��'�'�,�9�.���� Island Hospital Medical Arts . Pavilion 2122 24th Street Anacortes, WA 98221 � 0 0 N W ��. t_ �, � N �, �� i �n � � 0 0 Q H Q ❑ a w � c W � N O 0 0 0 N � UiILITY LOCATE$ CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 O � INSTALL STANDARD CONCRETE CURB AND GUTTER INSTALL VERTICAL CONCRETE CURB CB #8 REMOVE EXISTING CB, REPLACE WITH TYPE 1 CB, STD. GRATE TOP = 142.90 I.E. EX8"CMP INS=140.85 I.E. 8" DI SD OUT W= 140.60 I.E. 12" SD IN NW = 141.20 INSTALL 8 LF 12" SD PIPE TO CB 8A REMOVE EXIST. 8" CMP BETWEEN CB 8 AND CB 9 INSTALL 16 LF 8" DI SD PIPE TO CB 9 S = 0.0050 CB #8A TYPE 1 CB, STD. GRATE TOP = 142.40 I.E. 12" SD OUT SE = 140.70 I.E. 6" PVC IN NW = 140.70 CONNECT RAIN GARDEN 6" PERFORATED PIPE UNDERDRAIN TO CB 8A CB #9 TYPE 1 CB, STD. GRATE TOP = 142.25 I.E. EX OUT E= 140.5 I.E. 8" DI SD IN W= 140.50 I.E.8"DISDIN5=141.50 CONTRACTOR TO VEf21FY INVER� O� EXOSTING S�ORM P9PE PRIOR T� CB IIVS�ALLA��ON INSTALL 62 LF 8" DI SD PIPE TO C� 10 S = 0.0050 CB #10 T�'PE 1 CB, STD. GRATE ��� � 14��.f�5 [.C. ��` � �d ;"3,L` `i'_� �' �� - 1�`l 'd✓Y C��; G� C T� G�LI�^l.°�II� CFfP�l�4�� "i�� ��'u�V� -��{� 'r"a��kf� .�'-'�I�.��,!�. il II � l i'rill .",+" t,4 II' "sl�; ALIGIVMENT AND GRADE EX. �OP = 143.24, NEW TOP � ���.�b� I.�. EX. 6°' CMP 8N S=�41.7;�' �- ��� �,�,,r � ���_��r ��� � �i,a� .,� GRADING AND UTILITY PLAN ISSUE FOR BIDS + 100% CONSTRUCTION DOCUMENTS 11 /24/2010 ISSUANCE No. Description Date 1 50% DD 8/16/2010 2 100°/a DD+pERMIT SUBMITTAL 9/15/2010 $ PERMIT RESUBMITTAL+90%CD 70/27/2010 4 ISSUE FOR BIDS 0/27/2010 8 ISSUE FOR BIDS+100% CD 11/24/2010 PR0.9ECT INFORMATION PROJECT hdUMBER: tgb-10002/Ibs-10026 PROJECT MANGER: del DRAWIJ BY: del SHEET NO ■ • • � t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.78�3 Edmonds WA 98026 i nfo@tgbarch itects. com www.tg barch itects.com f � ,. +�, r :, �.�����' ':..� �,!': �.���' � a 0 0 N W U � 0 0 0 N � � n � N 0 0 ¢ Q ❑ d w rn c W � N O ' 0 s 0 N � UTILITY LOCATES CALL 2 DAYS BEFORE YOU DIG 1-800-424-5555 '' � '. ' � '' 1 � � U O SCALE: 1" = 10' CONSTRUCT 16°X20' CONCRETE SEC�90�9 �OR 03CYGEN DE�IVERY TR�CK PARK09VC�. EXTEND RETAINING WALLS AS INDICATED. CONSTRUCT CONCRETE STEPS AND CONCRETE WALK AS INDICATED. INSTALL HANDRAILS. O CONSTRUCT CONCRETE PAD FOR OXYGEN STORAGE TANK. STRUCTURAL ELEMENTS DEPENDENT ON TANK MANUFACTURER RECOMMENDATIONS. 0 O VALVE VAULT. SEE MECHANICAL PLANS. EXTEND SAFTEY RAIL ALONG WALL TOP AS INDICATED. ADD ALTERNATE - ACCESS IMPORVEMENTS SCALE: 1" = 10' SEE SHEET C1.1 FOR DEMOLITION LIMITS AND NOTES O O O O O O � INSTALL CONCRETE SIDEWALK INSTALL VERTICAL CURB INSTALL 2'x4' DETECTABLE WARNING SURFACE INSTALL HANDICAP RAMP WITH DETECTABLE WARNING SURFACE EXISTING CONCRETE TO REMAIN ADJUST EXISTING STRUCTURE TOP TO FINISH GRADE INSTALL NEW CROSSWALK. ALIGN WITH RAMP EXISTING ASPHALT TO REMAIN PROPOSED ASPHALT ', / o �o zo Island Hospital Medical Arts Pavilion 2122 24th Street Anacortes, WA 98221 ADD ALTERNATE PLANS ISSUE FOR BIDS + 100% CONSTRUCTIQN DOCUMENTS 11 /24/2010 ISSI IAN('.F No. Description Date � 50% DD 8/76/2010 2 100% DD+pERMIT SUBMITTAL 9/15/2070 $ 90%CONSTRUCTIONDOCUMENTS 10/27/2010 4 ISSUE FOR BIDS 0/27/2010 8 ISSUE FOR BIDS+100% CD 71/24/2010 PROJECT INFORMATION PROJECT NUMBER: tgb-10002/Ibs-10026 PROJECT MANGER: del DRAWN BY� del SHEET NO ��■� -26TH STREET: CONCRETE CURB AND GUTTER PER WSDOT STA9VDARD PLAN F-10.12-00 (Tl'P.) F�<< .c EXISTING GROUND � � I `��" �_ O � 26TFi S�REET PARKING AS�HALT SECTION NOTES: ASPHALT SEC�'10�1 �IO�ES: 3" CLASS B ASPHALT 3" CLASS B ASPHALT 4" CRUSHED SURFACING TOP COURSE 4" CRUSHED SUR�ACING T�P COURSE GEOTEXTILE FABRIC 12" (MIN.) GRAVEL BORROW GEOTEXTILE FABRIC O ALL ASPHA�T SHALL 8E GLASS B CONFORMING TO SEGTION 5-04 OF THE 2002 STANDARD SPECIFICATIONS, COt�APACTED TO A I�INIMUM OF 91% RICE DENSITY. ALL SURFACE JOVNTS SHALL BE SEALED WITH CSS 1 AND SAND, APPLIED WITH HEAT. O CRUSHED SURFAGING TOP COURSE SHALL CONFORM TO SECTION 9-03.9(3) OF THE 2010 STANDARD SPECIFICATIONS, COMPACTED TO A MINIMUM OF 95% MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D-1557 TESTINC7. ALL CRUSHED SURFACING SHAL� BE SPRAYED WITH S09L RESIDUAL HERBICIDE A MAXIMUM OF 24 HOURS PRIOR TO PAVING, ACCORDING TO SECTION 5-04.3(5)D OF THE 2006 STANDARD SPECIFICATIONS. O GRAVEL BORROW, A MINIMUM OF EIGHT (8) INCHES COMPACTED DEPTH, SHALL St9PPORT ALL PAVEMENT AREAS. VERIFY ASPHALT SECTION PARKING LOT OR 26TH STREET SECTIONS. O GEOTEXTILE FABRIC SHALL BE A WOVEN TYPE, SUCH AS MIRAFI 60�X OR APPROVED EQUAL. O5 THE TOP 12" OF SUBGRADE SHALL BE FREE OF TOPSOIL, ORGANICS, AND OTHER DELETERIOUS MATERIAL, COMPACTED TO A MININ�UM OF 95% MAXIMU6V1 DENSITI' IN ACCORDANCE WITH ASTM D-1557 TESTING, PREPARED CONFORMING TO SECTION 2-06.3(1) OF THE 2010 STANDARD SPECIFICATIONS, AND APPROVED �Y THE SOILS ENGINEER PRIOR TO PLACEMENT OF STRUCTURAL FILL MATERIAL. O6 ALL FILL S�OPES SF@ALL BE HYDROSEEDED. � 26TFE STREET/PARKING LOT SECTION DETAIL SCALE: N.T.S. � �� �i �n ■ ���. Cy� FDC SIGtJ 90° BEND SECURE FDC SIGN 42" USING SS HOSE CLAMPS t� SCHEDULE 40 GALVANIZED STEEL WRAPPED WITH 6 MIL PLASTIC MJ x STEEL GASKET HARRINGTON 30` ELBOW W75" STORZ, CABLE AND CAP FDC SIGN, SIZE OF SIGN TO FIT REQUIRED INFORMATION. 2" BLOCK LETTERS WHITE ON RED BACKGROUND ON 1/2" MARINE PLYWOOD OR METAL. PAINT RUSTOLEUM RED � ABOVE AND WRAP BELOW GROUND J� � I� I / 3' MIN. SINGLE CHECK VALVE � ♦ � �� D.I. 90° BEND MJ '� THRUST BLOCK � MEGALUG GLANDS FIRE DEPARTMENT CONNECTION DETAIL NOTES SCALE: N.T.S. 1. SIGN TO SAY "SPRINKLER" OR "SPRINKLER-STANDPIPE" AS APPROPREATE AND IDENTIFY THE AREA SERVED BY; ADDRESS, BUILDING NAME AR STAIRWELL 2. FIRE DEPARTMENT CONNECTION (FDC) PIPE TO BE PAINTED RUSTOLEM RED. 1'/<" SQ. v � � � 0 � 0 0 N � 6" DIA. HUT BODY � �PROVIDE SENSOR CONNECTION TO FIRE e ALARM PANEL STANDPIPE (PAINTED REDj GROUN� LINE STANDPIPE I {PAINTED BLACK) FIELD ADJUSTMENT INSTRUCTIONS I 1 - LJ �O � 7. REMOVE THE BODY FROM THE TOP OF THE x � INDICATORPOSTASSEMBLY. Z a w W 2. CUT THE REQUIRED LENGTH OFF THE � � BOTTOM OF THE STANDPIPE FOR THE GROUND LINE TO MATCH UP WITH STANDPIPE GROUND LINE MARK. 3. CUT THE 1" SQ. EXTENSION AT A DISTANCE OF 9" ABOVE THE TOP OF THE STANDPIPE. 4. SET THE "OPEN" AND "SHUT" TARGETS FOR THE APPROPRIATE VALVE SIZE. 5. RE-ATTACH THE BODY TO THE TOP OF THE INDICATOR POST ASSEMBLY. OPOST INDICATOR VALVE DETP,IL � 8 SCALE: N.T.S. 3 , o UTILITY LOCATES o CALL 2 DAYS BEFORE YOU DIG � `= 1-800-424-5555 � 12" DIA. 9VATIVE OR PAVEMENT SHOULDER AREAS AREAS MATCH EXISTI�lG 12" DEPTH fVATIVE SECTION OR CRUS&iED ROCK TRENCH NOTES: AS REQUIRE O O- GRAVEL 80RROW PLACED IN LOOSE LIFTS NOT EXCEEDING S" IN DEPTH AND COMPACTED TO A MINIMUM OF 95% i� 3tio�ri'';iir::;�:>o ..r.;;:)J4:�, 1 Ci --'�='�y ; j C? ;)'J f� � ao..,_...�,n�aha TRE�CH LIMITS PER SECTION 2-09.4 OF 2010 STANDARD SPECIFICATIO�VS. �� SCALE: N.T.S. 4" T@iICVC, CLASS 3000, CONCRETE WALK WIDTH VAFZIES CONTROL JOINT � � 12" 4" DEPTH CRUSH�D SURFACING BASE COURSE — SIDEWAL!( SECTIQN 3 SCALE: N.T.S. CONCRETE 2% --� � 3.0' PROVI�E TACK COAT TO SEAL PER WSDOT STANDARD SPECIFICATIONS 5-04.3(5). 2% r---- 2•• `- CRUSF9ED SURFACING TOP COURSE CONCRETE GUTTER - ROUNDABOIJT MAXIMUM DENSITY AT LOCATIONS WHERE REQUIRED AND/OR SPECIFIED. THE PERCENTAGE PASSING THE #200 SIEVE SF9ALL P➢OT EXCEED 5%. O O- TOP 4 FEET OF �RENCH, TO BOTTOM OF ROAD RESTORATION SECTION, SHALL BE GRAVEL BORROW. TOP 3 FEET TO BE COMPACTED TO 95% MAXIMUM DEf�51TY. O- 6" OF GRAVEL 100°/a PASSING THE 1/4" SCREEN TO BE HAfVD-COM�ACTED ABOVE CROWN OF PIPE. O �- HAND-COMPACdED SAND OR GRAVEL 100% PASSING THE 1/4" SGREEh! TO BE TAMPED AROUND AND UNDER TH� PIPE. THICKNESS EQUALS OUTSIDE DIAMETER OF PIPE O- 6" OF GRAVEL 10D°lo PASSWG THE 1/4" SCREEN, O HAND-COM�ACTED. � O - TRENC9i LINE. � - UNDISTURBED EARTH. � O- SURFACE RESTORATION SHALL BE IN ACCORDANCE WITH GE�IERAL NOTE-1. O �- IN TRENCHES WITFi SOFT, YIE�DING MATERIAL, AS DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL OV�Ft-EXCAVATE TO 2' BELOW PIPE INVERT, OR AS DIRECTED, AND BACKFILL WITH FOUNDATION MATERIAL TO THE BOTTOM OF PIPE BEDDING. �- PLACE DETECTABLE TRACER TAPE (MIN. 1' ABOVE PIPE) PER SECTION 9-15.18 OF THE 2010 STANDARD SPECIFICATIONS. TYPICAL UTILITY TRENCH DETAIL SCALE: N.T.S. CONCRETE EDGE RESTRAINT SEE DETAIL 7 THIS SHEET =XAMPLE SPRINKLER STANDPIPE 9115 S. 36TH ST FENCE (RAILWG POST* SET �'OSITION OF SLEEVE IMMEDIATELY BEHIND TOPMOST WALL UNIT. � CAP UNIT SEGMEf�TAL WA�L lDIV9� SLEEVE-ITT"^ 1224R (12"0 X 24") DEEP FILL SLEEVE WITH CONCRETE, SET FENCE — POST. CUT THE GEOGRID AROUND THE SLEEVE-ITT'" SYSTEM _ AS NECESSARY BACKFILL ZONE COMPACT TO 90% MDD PER ASTM �698. � � 3„ � n R� h � � �p�� � d � #4 REBAR CONTINUOUS , rr A � � � 3„ � � � 8" 7 CONCRETE EDGE RESTRAINT SCALE: N.T.S. SLEEVE-ITT"^ �— 1224R LID FRONT SLEEVE HALF VE "FENCING SYSTEPv1S A�9�FT�VED �OR 9JSE W9�Fi THE SLEEVE-ITT"' 1224E� AR� LVMITED TO T9�E �OLLOWING HEIGHTS: CF9AIN LD�JK - UP TO 8-F�, P�tIVACY - l�P TO 6-FT (WOODEN, PVC, IVIE�AL�. PC>ST SIZE 4°°X4" VVlAX. DETAIL OF FENCE POST/RAILING POST INSTALLATIOfV USING SLEEVE-ITT"" 1224R I�i. 1 .a7. " �. OSEG�OIENTAL l9NIT i/VALL RA9LING POST HOLDER DETAIL SCALE: N.T.S. �CONCRETE EDGE RESTRAINT SEE DETAIL 7 THIS SHEET Ground Level �--4" POROUS ASPHALT MIX 2" CLASS "D" AGGREGATE CHOKER COURSE PER 9-03.8(6) OF THE 2002 WSDOT STANDARD SPECIFICATIONS 18" MIN. PERMEABLE BALLAST 9-03.9(2) GEOTEXTILE FABRIC NOTES �. POUROUS ASPHALT MATERIALS TO CONFORM TO CLASS Z" HMA, PG 70-22 (POLYMER MODIFIED) WITH THE FOLLOWING MODIFICATIONS: 1. ASPHALT CONTENT SHALL BE BETWEEN 6.0% AND 6.5% BY TOTAL WEIGHT 2. MODIFIED CLASS z" AGGREGATE 2 GEOTEXTILE FABRIC SHALL BE NON-WOVEN MEETING THE SPECIFICATIONS FOR SOIL SEPAR,4TION. INSTALL ON BOTTOM AND SIDES OF POROUIS ASPHALT AREA. � � POROUS ASPHALT SECTION r SCALE: N.T.S. n �� \R EVE HALF TRUTS CANTILEVER BASE • i , t 425.778.1530 2'� 911 76th Ave W. Ste 210 f 425.774.7803 �dmonds WA 98026 A n fro @ tg b a rc h i te cts. co rn www.tgbarch itects.com i %F r` L��::�?I�CY`�:����q� ��' '�"�...r��:�i�41�1'.��'��9 ISlarld HOSpltal M@Ci1Ca� /41"tS �� Pavilion 2122 24th Street Anacortes, WA 98221 DETAILS ISSUE FOR BIDS + 100% CONSTRUCTION DOCUMENTS 11 /24/2010 ISSUANCE No. Description Date q 50% DD 8l16/2010 2 700% DD+pERMIT SUBMITTAL 9/15/2010 3 PERMIT RESUBMITTAL+90%CD 10/27/2070 a issue FOR e�Ds o�z�rao�o g ISSUE FOR BIDS+�00% CD 17/24/2010 PROJECTINFORMATION PROJECT NUMBER: tqb-10002/Ibs-10026 PROJECT MANGER: del DRAWN BY: del SHEET NO C3.0 � LANDSCAPE SITE DATA NORTH LOT TOTAL PARKING AREA WITHIN PARKING LOT: 35.100 5Q. F-f. IANDSCAPE AREA REQUIRED WITHIN PARKING LOT: 1,755 SQ. FT. / 5% TOTAL PARKING LOT LANDSCAPE AREA PROVIDED: 1,945 SQ. FT. / 5% QUANTITY OF TREES REQUIRED IN PARKING LOT: 12 TREES (1 PER 150 SQ. FT) TOTAL QUANTITY OF PARKING LOT TREES PROVIDED: 12 TREES 25TH AVENUE LOT TOTAL PARKING AREA WITHIN PARKING LOT: 6,629 SQ. FT. LANDSCAPE AREA REQUIRED WITHIN PARKING LOT: 332 SQ. FT. f 5� TOTAL PARKING LOT LANDSCAPE AREA PROVIDED: 621 SQ. FT. / 9% QUANTIIY OF TREES REQUIRED IN PARKING LOT: 2 TREES (1 PER 150 SQ. FT) TOTAL QUANTITY OF PARKING LOT TREES PROVIDED: 4 TREES 26TH AVENUE LOT TOTAL PARKING AREA WITHIN PARKING LOT: 3,212 SQ. FT. LANDSCAPE AREA REQUIRED WITHIN PARKING LOT: 161 SQ. �. / 5% TOTAL PARKING LOT LANDSCAPE AREA PROVIDED: 381 SQ. FT. / 127 QUANTIIY OF TREES REQUIRED IN PARKI�IG LOT: 1 TREE (1 PER 150 SQ. FT) TOTAL QUANTITV OF PARKING LOT TREES PROVIDED: 2 TREES OVERA�L SITE LANDSCAPE OVERALL SITE AREA: 106,000 SQ. FT. R4 ZONE SITE AREA: 21 ,958 SQ. FT. COMMERCIAL ZONE SITE AREA: 84,042 SQ. FT. REQUIRED LABVDSCAPE IN R4 ZONE (20�): 4,392 SQ. FT. REQCJIRED LANDSCAPE W COMMERCIA� ZONE (10�): 8,404 SQ. FT. PROVIDED LANDSCAPE IN R4 ZO�E: 3,367 SQ. FT. (U5%) �ROVIDED LANDSCAPE IN COMMERCIAL ZOf�E: 17,154 S4. FT. (20�) SITE FURNITURE LEGEIVD � BACKED BENCH-AUSTIN BEf�CH lNITH IPE WOOD SEATS BY LANDSCAPE FORMS, 6° LENGTH. ALL BENCHES TO HAVE SURFACE �10UNT SUPPORTS, 3 ARMS, TITANIUM P0INDERCOAT CO�OR. QTY: (3) • PEfOSKEY LITTER RECEPTACLE BY LANDSCAPE EORMS TITANIUM POINDERCOAT COLOR. QTY: (2) � BIKERACK QTY: (2)- SEE ARCHITECTURAL STONE LEGEND � <�,, ,„ RIVER ROCK �;' .` . �; 25� - 1" DIAMETER WASHED DRAIN ROCK 25% - 2-3" DIAMETER WASHED RIVER ROCK gLENDED 25% - 4-6" DIAMETER WASHED RIVER ROCK 25% - 6-8" DIAMETER WASHED RIVER ROCK PLACE IN LANDSCAPE UNDER BUILDING CANOPY AND IN RAIN GARDEN AT OUTFALL, OVERFLOW, AND BOTTOM OF SWALE-SEE SECTION 2/L1.04 > �� MAINTENANCE STRIP � CRUSHED GRAVEL LANDSCAPE BOULDERS (QTY: 75) 3-4(L)' X 3-4(W)' X 2-3'(HT) HIGH CASCADE WEATHERED GRANITE BOULDERS � LD AT TO BE SELECTED BY LANDSCAPE ARCHITECT AND PLACED IN FIE DIRECTION OF LANDSCAPE ARCHITECT SUPPLIED BY MARENAKOS ROCK CENTER, ISSAQUAH, WA (425) 392-3313 NOTES: 1. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE. IMMEDIATELY NOTIFY LANDSCAPE ARCHITECT IF ADVERSE DRAINAGE CONDITIONS ARE QBSERVED IN ANY LANDSCAPE AREAS. 2. REFER TO CIVIL ENGINEERING/ARCHITECTURAL DRAWINGS FOR PAVING DETAILS. 3. ALL EXPANSION JOINTS TO USE PRE-MOLDED JOINT FILLEE2 AND TO BE FINISHED WITH A NIATCHING CAULK A�ID SAND. 4. GROUND COVER TO EXTEND UNDER ALL PERENNIALS, Ofi�NA�AENTAL GRASSES, SHRUBS AND DECIDUOUS TREE CANOPIES AT THE SPECIFIED SPACING TO PROVIDE COMPLETE COVERAGE IN ALL PLANTING BEDS. 5. SLOPES IN ALL LANDSCAPE AREAS NOT TO EXCEED 3:1. 6. VERIFY LOCATION OF ALL SITE FURNITURE WITH ARCHITECT AND LANDSCAPE ARCHITECT PRIOR TO PLACEMENT. 0 � �i � E � ,. p c ' �� I � � �; . i �� r� '�� �� � ; '' '� `� � __ � / % ' -' .�6�� ' � ,` - J ' t 425.778.1530 21911 76th Ave W Ste 210 ��;�� � ,� �. f 425.774.7803 Edmonds WA 98026 E'ROPERTY LINE f�� I info@t�gbarchitects.com www.t barchitects.com � = ! ; , i�, 40 PL � _..._ � _ __ ,. _ �.. � ,,; _ , _.._ ._... _ _. __.. _ _ _ _�. � � E � � .. : ___ . � _ ..._ _s__ . _ - ,' � ��„c � . _._ ._ - k. f`\. >_ . „_ I-' . . ,..� .. ._,,,,, __. _...., _ �E_; ..... .._ e __„ • _. ......_,.... { ' U:v �.. 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E�EPAIR & REP IRRIGATION P,S N�CESSARY TO MAIIVT FULLY F�JNCTIONWG AUTOMATIC SY RETAINING WALL & RAI S�E ARCH/STRUCT FOR DE � % / j EXISTING BUILDING EXISTING ' VEGETATION � TO REMAIN EVERGREEN GROUNDCO TO BE PLACED IN � PLANTING AREAS, "� '� 1 .. � � i/ � � ��� � � � �— � �I � . , � i � _ � I � � _ � � ° � � _. ., �� � � ' — ��i , 6' BENCH & T �':� � ` , ,<;,, ,, + + � + + + + + + + SITE. VERIFY LQCATION> �, t + + + + + + �,+ + + + + - `r `, + + + � � �= � + + + PRESSURE, AND SIZE �`�` --- � �\PO . 6_PO: , + + + +++ HYDROSEED++++++ PRIOR TO SYSTEM DESIGN 6 . 5 PAH .,; + + + + + + � + + . + � ,+_ : 5 PAH �� � � �� +++ a- +++-�� ++ ���'��r��a��-. �����R��`�� ������ ' � � a n d s c c, e A r c h i t e c L u r e �� � + + + + + OF M�ETER; SPLICE IN � �. � �� p 3 ; 123: PO DE�.lDUOUS PARKING LOT +++++ =-<- ` 5 PAH SHADE �REE, LIMBED UP TO ++++++ ++++++ +++ CONNECTION FOR QUICK � * : + + + + + � + + + + - 600 North 85th Street , Suite 102 _. " COUPL`ER TO BE UTIUZED . Seattle, WA 98103-3826 8 HT. PER CODE, TYP. " + + + + + + + + + -�- + 5 ��� � ` � ; �� i + + + + + + + + + + AS YARD HYDRANT. �. Telephone 206 782 3650 ,� f 1 � ' -- _ __ _ + + + + + + + + + + + f , 1 + + + + + + + + + + - COO�DINATE LOCATION � Facsimile 206 782 3675 � � _ + + + + + + -i- + + + + ' ;� , ' WITH ;OWNER PRIOR TO " a, _ _. ,-- + + + + + + + + + + INSTALL „ � �,t; - + + + + + + -i- + + + + ( I � , � � ,� �� , 25 MSA � � + + + + + + + + + + ; �' , , <.., ; ' „;,, _. _ ___ + + o + + + + + + + + ���,�. : _ + + + + + + + + + + + + � + + + + + + + � + +-� ---� � ; �_ + + + + + + + + + + + + + + � ������ �� .11 SN ' ; +8" WIDTH FLUSH CONCRETE ++++. 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' , j f115 SN �; . �;� I �� I �� �' � ' LANDSCAPE BOULDERS TO , �� I � ( ; � � i' I,16 TO MITIGATE SLOPE � ' ` � ,� _ � ' . � . 23i��JH � � �� ,, ,, KINNINNICKINICK ° ��' �'`�� �' ���"� , . � �. � ' �� ; <��-� ;,�''��,- ' GROUNDCOVER, TYP. �_ �' . , _�.� _ 29 TR ���� - VER � � _ � � � ` _ ALL , � �� (12) BOSTON IVY, ! TYP. ��� 5' O.C. j� � : � � PROPOSED BUILDING ' � 7 SA '' � � _ 'V � ; JANU�ORY 14, 2011 �x 31 TR—� � _ �t . � 21 f�fiY�:���� � � 20 BG �� � t.° F�;. + ,�'�,r�, _.._ �_...... � ���� ' LANDSCAPE BOULDERS TO 7 17 PSM �, � � �; �� � , � � issuaNce " ' � � � No. Description Date ' ' . � � �� MITIGATE SLOPE, TYP. 1.0 ' � � � _ `' �- ___._ ';.� �'�� 16 SA 24 YD _..::�.. _.... W..� - � _— - ' � o�os�o �'�---�"� � .,�, %� rr ��j . � � PERMITASSUANCENS00%DESIGN�EVELOPMENT 09.1510 � 1 — — � � � � � "� � � � r � . , 3 PERMITRESU�MITTAL+BO%CONSTRUCTIONOOCUMENTS 10.27.10 � TOPS TO BE SHEERED LEVEL AT INSTALLATION ' ' �on�a r ,. , , . ...... 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H ES ' ,� , : '� ���� � . , --� � - 9 IH i. „ �:� r; o� ' ' .,..� : . 5 IC ��o � , �� HHY , HHY HHY 9 HHY ; __ { � ' 9' HHY ; `' 7 IC 7 1C 7 IC ' 7 IC � � ::� , � - �1 � , � : , : ; ,:, r .. j ;: ' � � _ _. . . ��\\\ �' 4 �:� _ , � � , <. < �c p, \`\':a ` , . � �-:, , ; . . . , . �. ::, <�� � .;.:f ?%i't,� ; '� ., /; ', .. ._ �.; ,., _ . , . . . , , . � .-�. . �..�-a ...... . ... _�., _. v, - .;:s .. � . �. � � � ,; � ,. �� , l F��.> . .,� � __ �� -� � ..__ �_ � ___ �_..... - � � „ ° ` � � _ _ _ �° � � �,,, , ,. �::�:: � a- � .__..; ��.. � _ � ,'�, �. r - �- : 3 SEE ENLARGENIENT `- ,r _ � � ; .. . ��s . ... _ COORDINATE TREE TPLANTffiV� �_- ; � � ; WITH; RAILING & WALL SEE CIVIL DRAWINGS FOR LOCATION OF NEW SYST,EMS ' IRRIGATION METER AND B,4CKFLOW PEZ�VENTOR I � � : , . 26TH STR�ET _ _ i _ _ _. ; _. �. ,_.. _ ... . .._ .,,; ,_e �. ... h ......_ _,. . ga „ �p �........ , .._ .I , . :::.._.y,: - s:: _,_ � .... -, .,.,,,_ . ._. . ....... ... , ., _ ..�.. ......._ , - . . ?a .. ; . . ... <r- �.. ,... .. ; ... - .. . � . . , _ _ �_ ' � � �� � °�� � , I � _. _ ... _ - - _ ��_�::^ : , f �....' i W" e� e . . � . _ , i .� , , w ., ' � v' __ , _- � �.,, � , , -- �. -- � � � �� � � �- � _ .- ' --- , PROJECT INFORMATION , , _, � .. .b . _ - _ �-� ,�.. � - ' ,, " .��.. PROJECT NUMBER: 2010-11 ..-�: _ _�_ �._...,W_� .. .: � . , � _ . ... � ...�. ....�. � -_-�c.T:—'—"'__- � � � . _._._ i . ii PROJECT MANGER: KL € DRAWN BY: SVH � . APPROXIMATE EXTENTS OF CLEARING. HOSPITAL TO REMOVE ANY PLANT MATERIAL WITHIN THESE LIMITS PRIOR TO CONSTRUCTION THAT IS DESIRED TO BE RELOCATED ELSEWHERE ON SITE: 0 10' 20' 40' 80' sHEEr No SCALE: 1"= 20' - 0�� L 1 ■ o� 0 N V 0 � `a � 0 0 a � u� 0 � � � � c PLANT SCHEDULE SYMBOL BQTANICAL NAME / COMMON NAME SIZE NOTES DECIDUOUS TREES ACER RUBRUM °AUTUMN BLAZE' / AUTUMN �&AZE MAPLE 2" GA�.. MATCHED EORM • P�UNUS x YEDOENSIS 'SNOWGOOSE' / FLOWERING CH�RRY 3" CAL. B&B, MATCHED EORM BASE BUD��D CERCIDIPHYLLUM JAPONICUM / KATSURA TRE� 2" CAL. B&B, MATCHED FORM � ACER RUBRUM 'KARPICK° / KARPICK MAPLE 2n CAL. MATCHED FORM SdYRAX JAPONICA / JAPANESE SNOWBELL 12' HT. B&B, MULTI—STEM, (3) MIN � HAMAMELIS MOLLIS 'JELENA' / CHINESE WITCH HAZE� 4' HT., 3' SPR. B&B, MULTE—ST�M, WELL BRANCHE� EVERGREEN TREES + CA�OCEDRUS D�C�DRRENS / INCENSE CEDAR 8' HT. 8&B, MATCHED FORM � CHAMAECYPARIS OBTUSA / HINmKI CYPRESS 8' HT. B&B, MATCHED FORM C������J SHRUBS BG BER�IS T. 'G��4TRY' /�OYAL CRIMSOt� BARBERRY 1�"-24° HT. 24" �.C. CONTAINER GROWN CK CORNUS S. 'K��SEYI° / KELS�1° DOGWOOD 21"-24" HT. 30" O.C. CONTAINER GROWN EA EUO�IYMUS ALA�A 'CO@�PACTA' / DWARF EUONYMUS 30"-36" HT. 4' O.C. CONTAINER GROWN OC ILEX CRENATA °NORThEERN BEAUT`f° / JAPANESE HOLLY 24"-30" SPR. 36" O.C. CONTAINER GROWN VH ILEX CRENATA °HELLERI' / JAPAnVESE F90LLY 2 GAL 24° O.C. FULL & BUSITY JH JUNIPERUS H. °P�UMOSA COM�A�TA° / JUNIPER 2 GAL. 36" O.C. CONTAINER GROWN PL PRUNUS LUSITANICA /�'ORTUGAL �AUREL 30"-36" HT. 4' O.C. CONTAINER GROWN PO PRl9NUS L. '�TTO LUYKEN' / OTTO LUXKEN LAUREL 24"-30" SPR. 36" O.C. CONTAINER GROWN RD RHODODENDRON 'DORA AMATElS' / RHODODENDRON 24"-30" SPEt. 36" O.C. CONTAINER GROWN RS RIBES SANGUINE�DM 'K6NG EDWAR� VII' / FLOWERING CURRANT 30"-36� HT. 4° O.C. CONTAINER GROWN SA SYMPHORBCARP�S AL�A / SNOWBER6�Y 30"-36" 9iT. 36" O.C. CONTAINER GROWN gg SPIRAEA X BUMALDA °AMTHONY tNATERER' / SPIREA 18"-24" HT. 36" O.C. CONTAINER GROWN SN SPIRAEA N. 'S�9�WMOUN�' / S�101NMOUND SPIRAEA 18"-24" HT. 36" O.C. CONTAINER GROWN TM TAX�1S MEDIA '�@20WI���' / UPRIGHT YEW 30"-36" HT. 36° O.C. CONTAINER GROWN TO THl9JA 0. �PY�AMIDALIS' / PY BDALIS 6'-8' MIN. HT. 30" O.C. CONTAINER GROWN T� TAX�9S B. RE�AW�ENS / SPREA�9W� YEW 24"-30" SPR. 36" O.C. CONTAINER GROWN WD VIBl9RNUM DAVI�II /�AVID VI�URN�DM 24°-30" SPR. 36° O.C. CONTAINER GROWN PERENNIALS 8c ORNAMENTAL GRASSES EUP EUPATORIUM PURPUREA / JOE PYE WEED 5 GAL. 30" O.C. HES HELICTOTRICHON SEMPERVIRENS / BLUE OAT GRASS 2 GAL. 24" O.C. HHY HEMEROCALLIS 'HYPERION' / DAYLILY 2 GAL 24" O.C. HSE HOSTA S. 'ELEGANS' / HQSTA 2 GAL 24" O.C. MSA MISCANTHUS S. 'ADAGIO' / MAIDEN GRASS 2 GAL. 30° O.C. PAH PENNISETUM A. 'HAMELIN° / FOUNTAIN GRASS 2 GAL. 24° O.C. PSM POLYSTICHUM MUNITUM / SWORD fERN 2 G!►L• 24" O.C. GROUND COVERS ORNAMENTAL GROUND COVER ARCTOSTAPHYLOS UVA—URSI / KINNIKINNICK 1 GAL 18" O.C. � HYPERICUM CALYCINUI� / ST. JOHN'S WORT 1 GAL. 18" O.C. � SOD tAWN VINES 5° O.C. TO HAVE MIN. 5' LENGTH LEADERS AT TIME OF �- PARTHENOCISSUS TRICUSPIDATA / BOSTON IVY ��-• INSTALLATION NOTE: ADDITIONAL PLANT MATERIAL TO BE PROVIDED FOR PLACEMENT IN FIELD BY LANDSCAPE ARCHITECT, (25) PSM, (10) HSE, (10) VD, (10) TR, (15) HWY, (5) MSA PLANT TREES HIGH ENOUGH TO ALLOW POSITIVE DRAINAGE AWAY FROM ROOTBALL 2 NOT TO SGALE ATTACH TO TREE USING 'CHAINLOCK' GUYING WRAP AND PROTECT TREE 2" DIA. "BVC" LODGEPOLE PINE TREE STAKES WITH 6" CONICAL POINT 36" DIA. TREE WELLS IN LAWN AREAS. FILL WITH 2" OF SPECIFIED MULCH REMOVE TOP 1/3 OF BURLAP. LOOSEN WIRE BASKETS BACKFILL PIT WITH 50i TOPSOIL AND 50% NATIVE SOIL. ADD SPECIFIED FERTILIZER TO MIX 0 DIAM ETER NOT TO SCALE LANDSCAPE NOTES: 1. SEE SPECS fOR SUBGRADE AND TOPSOILS INFORMATION, 2. 6ROUND COVER TO EXTEND UNDER ALL PERENNIALS, ORNAMENTAL GRASSES, SHRUBS, AND DECIDUOUS TREE CANOPIES. 3. LANDSCAPE DRAWINGS ARE BASED ON THE SITE PLANS PREPARED BY TGBA ARCHITECTS. NOTIFY OF ANY FIELD CHANGES THAT IMPACT PLANTING IAYOUT. 4. THE IRRIGATION SYSTEM FOR THE MEDICAL ARTS PAVILION SITE WILL BE A FULLY AUTOMATIC, UNDERGROUND SYSTEM, UTILIZING NEW TECHNOLOGY COMMON IN CURRENT PRACTICE TO MAXIMIZE WATER CONSERVATION ON SITE. RAIN BIRD, HUNTER, OR TORO ARE RECOMMENDED MANUFACTURERS FOR STANDARD EQUIPMENT. THE NEW IRRIGATION SYSTEM COMPONENTS SHALL MATCH THOSE CURRENTLY IN USE ON CAMPUS AND APPROVED BY THE FACILITIES GROUNDS MlANAGER PRIOR TO INSTALLATION. SLEEVING UNDER PAVED AREAS TO CONNECT LANDSCAPE ISLANDS WILL BE NECESSARY. CONNECTIONS TO EXISTING SYSTEMS WILL LIKELY BE NECESSARY BUT THE EXTENT OF SUCH WORK IS UNKNOWN AT THIS TIME. PRIOR TO CONSTRUCTION, IT IS RECOMMENDED THAT A SKILLED IRRBGATION CONTRACTOR THOROUGHLY EXAMINE THE EXISTING SYSTEM; PROVIDE THE NECESSARY CUTTING ,4ND CAPPING IN ALL ARE4S IMPACTED BY CONSTRUCTION; AND MAINTAIN FULL FUNCTIONALfIY OF THE EXISTING SYSTE�1 ON CAMPUS GROUNDS WITHOUT INTERRUPTION, TO THE GREATEST EXTENT POSSIBLE. AS—BUILT DRAWINGS OF SUCH WORK SHOULD BE PROVIDED AS A RECORD AND POINT OF REFERENCE FOR FURTHER IRRIGATION WORK ON SITE. SEE CIVIL FOR LOCATBON OF NEW IRRIGATION METER AND BACKFLOW PREVENTION DEVICE. �TAKE ALL CONIFER TREES OVER 10' IN HT. REES HIGH ENOUGH TO ALLOW POSITIVE E AWAY FROM ROOTBALL. i TREE USING K' GUYING PROTECT TREE 2'° DIA. "BVC" LODGEPOLE PINE TREE STAKES WITH 6" CONICAL POINT 12" DIAM. NO MULCH RING 2° SPECIFIED MULCH REMOVE BURLAP AND/OR WIRE BASKETS. FROM THE TOP 1/3 OF ROOT BALL. BACKFILL PIT WITH 50% TOPSOIL AND 50% NATIVE SOIL. ADD SPECIFIED AMMENDMENTS AND FERTILIZER TO MIX. � NOT TO SCALE SE� CROWN AT NURSERY HEIGHT BARK MULCH PER SPECS BACKFILL TO CONSIST OF TOPSOIL PER SPECS. ADD FERTILIZER PER SPECS. SCARIFY SURFACE ON PLANTING HOLE SCARIFY ROOTBALL ON CONTAINER MATERIAL REMOVE TOP 1/3 OF BURLAP ON B&B MATERIAL. 5 CURB OR HEADER "DEEPROOT" ROOT ;RIER UB-18-2 TALL 1 /2" BELOW rWALK / CURB EDGE 'SOIL NOTE: SPACWG FOR GROUNDCOVER TO BE TRIANGULAR PER DISTANCE SHOWN ON PLANT SCHEDULE. GROUNDCOVER SPACING NOT TO SCALE � ;,, 2 .':. t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com �an dscap eArchitecture 600 North 85th Street , Suite 102 Seattle, WA 98103-3826 Telephone 206 782 3650 Facsimile 206 782 3675 SfATE OF WASHINGTON REGISTERED DSCAP HITECT IAARK H. BRUMBAUG CERi1FICATE N0. 458 Island Hospital Medical Arts Pavilion 1020 26th St. Anacortes, WA 98221 LANDSCAPE SCHEDULE & DETAILS JANUARY 14, 2011 ISSUANCE No. Description Date 1 SCNEMATIC�ESIGNSET 07.08.1� 2 PERMITISSUANCE+700%DESIGNOEVEIOPMENT 09.15.10 3 PERMITRESOdMITTAU90kCONSTRl1CTION�OGl1MENT5 1�21.10 4 ISSUEDF02COMRACTORPRICMG 10.YZ10 7 DOHREVIEWSUBMITTAL 11.03.70 9 ISSUEDFORBI�S+100%CONSTRUCTIONOOCUMENTS 1124.10 72 100%CONSTRUCTION�OCSCANFORMEOTHRURFI033 01.14.17 PROJECT INFORMATION PROJECT NUMBER: 201D-11 PROJECT MANGER: KL DRAWN BY: SVH SHEET NO L 1.02 w c� ¢ � � 0 J m ��o �o o� _ o' ON PLAN 1-1/2" MINUS WASHED ROCK SIZE AS NOTED / �, � � O �� o OO000 � 0 d- 000O�o c � �C� C MAINTAIN A CLEAN, STRAIGHT EDGE BEfWEEN ROCK AND PLANTING I—I I I—I I I—I I I—I I —���—���—���—�I�— BSURFACE DRAINAGE, SEE CIVIL —� � � ��„ — —I I I �00\ � �—, I — _��� II�-- COMPACTED SUBBASE CONCRETE CURB ASPHALT PAVWG __ _ REMOVE ADDITIONAL ASPHALT AS REQUIRED TO INSTALL IRRIGATION HEADS ADJACENT TO CURB AS SPECIFIED ESTABLISH CROWN AS INDICATED SOD OR MULCH PER PLAN 5% SOD-0" , . __ �—� MULCH-�,. IMPORT TOPSOIL AS SPECIFIED REMOVE CRUSHED TOP COURSE AS INDICATED. SCARIFY EXISTING SUBGRADE TO DEPTH OF 6" AND BACKFILL WITH IMPORT TOPSOIL PER SPECfFICATIONS CRUSHED TOP COURSE CLEAN WASF RIPAf CLEAN WASHED RIVER RC CURB CUT, ASPHALT PARKIf SWALE 2" DEPTH C COMPACTE.. ,,,,..,,,.,,..� SiATE OF 6YASHINGTON REGI5TEEREID osc�a H�cr MARK H. BRUMBAUG CERTI�ICAiE N0. 456 0 N V m � a N C � d � � � � � J O J 'o U 0 0 0 � 0 a J � 0 0 N O O N N 61 C 3 � 0 � � � . . � NOT TO SCALE , � � �. � . _, : E , . �. ,� `__; <�' `-__ �,, � l..__. �..r�' �> �, ��1ik � (..._! , , ; ,; %��, .1`-� � t.: � , ,/.,, / }, ;;;, �� -� „ r; ,_ � . �:- li �� � �� �, � , ., , , , - `_> � �,<� � � t ' ,v �j � ,� �•.� Y � ��/ /: y ip / ,.(�il j�7 . ` % �.'.\4) v J �, _=� TOPSOIL, SEE SPECIFICATIONS � TOPSOIL, SEE SPECIFICATIONS --J SLOPES NOT TO EXCEED A 3:1 S„ SUBSURFACE DRAINAGE, SEE J CIVIL 36" WIDTH CRUSHED ROCK 1 MAINTENANCE STRIP L1.03 COMPACTED SUBGRADE, SLOPED TO DRAIN NOTE: SECTION IS FOR REFERENCE ONLY. SEE ARCH/STRUGTURAL/CIVIL FOR DETAILS � � ' � ' ' � _ _ . ,. . . � .��" > . _� `J NOT TO SCALE d l SECTION - SOUTH SIDE OF BUIL �r NOT TO SCALE INSTALL BENCH WITH LEVEL DING � EVERGREEN HEDGE ?" HT. RAILING, SEE ARCHITECTURA SEGMENTAL RETAINING WALL BY OTHERS -EVERGREEN SCREENING SHRUBS � GRANITE BOULDERS 0 MITIGATE SLOPE L1.03 EVERGREEN SHRUB �,. � MASSING EDGE OF BUILDING INSTALL BENCH WITH LEVEL SEAT & BACK. REINFORCED CONCRETE SIDEWALK REINFORCED CONCRETE SIDEWALK � � ' � � ' � `� NOT TO SCALE i � � i BACKFILL OR SUBGRADE COMPACTED TO 95� NOTE: PLACE EXPANSION JOINTS 10' APART y � FLUSH CONCRETE CURB EDGING REBAR, JOUS ,�� NOT TO SCALE BOLT TO CONCRETE WITH STAINLESS STEEL HARDWARE 4" MiN. FROM EDGE TO BOLT HOLE � �"" �HAMFER GRADE �l RAIN GARDEN ��� �� ;, ��„����}3 �/' t 425.778.1530 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarch itects. com Lan dscop eArchitecture 600 North 85th Street , Suite 102 Seattle, WA 98103-3826 Telephone 206 782 3650 Facsimile 206 782 3675 � NOT TO SCALE FINISH GRADE TOPSOIL PER SPECIFICATIONS � Island Hospi�al MediCal ArtS Pavilion 1020 26th St. Anacortes, WA 98221 DETAILS BOULDERS TO BE PLACED +/— 1/3 HEIGHT INTO GRADE WITH NO ACUTE ANGLES BETWEEN ROCK FACE AND FINISH GRADE �\\//\\//\\�/\\//\\//\\ . - d � V� . a a� . ' a .. � -.d .�... /\/\/\�j\/\/ � d . a a 9 .. � . i\\��\\��\\��\\��\\/ ` � `; ' `: �..I'.�. � ,.: /�������/ � :. ,\,� ,A\V\��-�II lil I I� Ti'i' �� ���� � �- �-_� I�I ,-I!� I�I ����---1�I III� I�I II�i ��II�I iII iII III � I�I=' � � II--1II III �III , I �II III !II III III IIi� I!I II � � I I I- I � I I I I—I I � I_I—I I I I I;, I I I I I 1=I I I I I I-I I I-I I I- ''-i � I �I� I11=111-111 ��i � ��� ii� iii ,�� - 4" COMPACTED DEPTH CLEAN SUBGRADE SAND LEVELING BED. COMPACTED TO 95� NOTES: 1. LANDSCAPE ARCHITECT TO FIELD APPROVE ALL BOULDERS LOCATION JANUARY 14, 2011 �• • , � � NOT TO SCALE ISSUANCE No. Description Date 1 SCIIEMATIC�ESIGN5ET W.Ofi.10 2 PERMIT ISSUANCE t ip0� OESIGN �EVELOPMENT p9.15.10 3 9D`9 CONSTF2lICTION WCUMENTS 142I.10 4 ISSUE�FORWNTAACTORPRICING 1�2].70 7 OOHREVIEWSUBMITTAL 11.03.10 � e ISSUE�FORBI05+100%CANSTRUCTION�OCUMENTS 11.24.10 12 100°hGON57RUCTION�OCSCONFORME�THRURF1033 07.14.11 PROJECTINFORMATION PROJECT NUMBER: 2010-11 PROJECT MANGER: KL DRAWNBY: SVH SHEET NO L1.03 _� � �-- RETAINING WALL & RAILING, SEE -I + i- + + CURB' ,CUT, SEE CIVIL.— � � � � � -I- � 1'3 SB 9' TR — 3 El1P � : ► ., _ __ 5 TR 11 ::�K RIVER ROCK AT OUTFALL,* OVEE2FLOW, AND BOTTOM OF SWALE, SEE LEGEND L1.01. PLANTING AREA TO RECEIVE `18" DEPTH BIOSWALE' SOIL MIX, �S�EE SPECIFICATIONS. LANDSCAPE BOULDERS, � SEE LEGEf�D L1.01 L1.03 '' QTY. (7). 2 HES - '9 IH � �� � ;{ i; ■ r� ■ __.�, ,— ; t tc sraTE oF WASHINGTON REGISTERED D��MARK H. BRUMBAUG CEAIIFlCAlE N0. 458 Island Hospital Medical Arts Pavilion 1020 26th St. Anacortes, WA 98221 � �%j ,.;: t 425.778.153Q 21911 76th Ave W. Ste 210 f 425.774.7803 Edmonds WA 98026 info@tgbarchitects.com www.tgbarchitects.com LandscapeArchitecture 600 North 85th Street , Suite 102 Seattle, WA 98103-3826 Telephone 206 782 3650 Facsimile 206 782 3675 ENLAF�GEMENT PLANS JANUARY 14, 2011 O N V ISSUANCE No. Description Date 1 SCHEMATICDESIGNSET 070fi10 2 PEftMITI55UFNCE+100%OESIGN�EVELOPMENT 09.75.10 3 90%CONSTROCTIONOOCOMENTS 1027-10 4 ISSUEDFORCONTRACTORPRICING 7027.70 "!. DOHREVIEWSU6MITTAL 71A3.10 B ISSUEPFORBIDS«�p0%CONSTRUCTION�OCUMENTS 1724.70 12 100%CONSTRUCTION DOCS GONFOftME� THRU RFI033 07.14./1 PROJECT INFORMATION PROJECT NUMBER: 2010-11 PROJECT MANGER: KL DRAWNBY: SVH SHEET NO + + + + � + � � + � � + �- -I- L1.04