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Feature 45 - Powerhouse - file 2 of 3
ANSI D 8 I 7 I 6 I 5 TOP OF WALL E EL 16.00 0 c N. POWERHOUSE 8'-1Y4" 21'-51/2" WALL POWERHOUSE WIDTH VARIES; 5-4" TO 22'-6" WALL #4 TIES @4'-0" EW • • 1,-6„ w o DRILL AND GROUT #9 m DWLS @5'-0" MAX w (EPDXY COATED) 410 CL TOP OF SLAB EL -2.00 • 4 5'-0" 2,-0„ TOP OF WALL EL 16.00 4"C L w N C� 00 BOTT OF WALL VARIES T.O. ROCK LEDGE EL 10.00 • • EL 10.0 DRILL AND GROUT FACE OF #8 DWLS @4'-0" ROCK o (MAX) C-C (EPDXY COATED) (NOTE 2) EL 6.0 DRILL AND GROUT #8 BENT 7,7,0" - DWLS @5'-0" (MAX) C-C_0(EPDXY COATED) SECTION C—C 109-45-043 SCALE A 3'-0" 11-3" 9" POWERHOUSE FN D WALL #8 BENT BAR SETS U @ 12 All 1Y16"O HOLE FOR Y4" O BOLT EL 10.7 C47.25 (TYP) -� 13/4" -GA (TYP) L3xM 6" 1 8" GA (TYP) 1Y2" STL GRATING TYP 3 SIDES 3/16 3 2 1 (3) Y2"DIAx6"LG NOTES: NELSON STUDS, Y2" 2'-0" C-C 1. RETAINING WALL, CONCRETE SLAB, AND CONCRETE CURB (EQUALLY FACE OF SHALL BE CONCRETE MIX "B". CENTERED RETAINING WALL ON W6) (T.O. WALL EL 16.00) 2. PROVIDE EPDXY COATED ROCK BOLTS FOR AFTER BAY ROCK TIMBER STOP LOG SUPPORT IN ADDITION TO THE SPECIFIED ROCK DOWELS AS DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE. 3. EXCAVATION TOLERANCE SHALL BE-0"/+6" FROM NEAT LINES. E W6x 16 4. REFER TO DWGS 109-90-013 AND 109-90-014 FOR TRAFFIC RAIL DETAILS. WEIR T.O.EL 5. RAIL DIRECTION CHANGES MAY BE ACCOMPLISHED UTILIZING 10.70 SHOP CURVING OF THE HSS "BOX BEAMS" OR THE FLARE DETAIL 4 SPLICE ASSEMBLY DETAILS AS SHOWN ON DWG. 109-90-013. 109-45-043 SCALE C 6. REFER TO DWG 109-01-01 1 FOR CIVIL/STRUCTURAL GENERAL NOTES. 6/„ 6„ HSS 6x6x3/6 (FOR CONN. INFO REFER TO NOTE 4) W6x25 N 1 " DIA ASTM F1554 HEADED BOLTS W/HEAVY HEX NUT AND WASHER (TYP) 10 1316" C° BASE PL REFER = L5x5x%$ D TO (DETAIL BP1) RAILING ANGLE 0-3 EL 27.0 (6)#6 CONT. • • • R72'-0" • 00 z o • • EL 26.0 a_ cy 121:� FACE OF U- o ROCK 4"x6" TIMBER STOPLOGS o w o _ ANCHOR PL (PLASTIC SHEETING NOT z w 1 I (DETAIL0 REFER TBP2 ) SHOWN) o a a, `-' �zo Qo� W6 x o 0 10 1,-p„ REMOVABLE BULKHEAD w 0 0 (MIN) (2) #6 EPDXY COATED REFER TO DETAIL 1 U BARS AT POST DWG. 109-45-043 LOCATIONS (2'-0" FROM 4T N __ t I ___ A L2Y2x2Y2xY4" (AB-1) TYP (2Y4"LG TYP) 20$ 9" 9„ 2„ �- WALKWAY � ANCHOR PL EA. SIDE SPOT 17 OF PL) BOLTING c EPDXY COATED #8 ROCK BOLTS 10'-0" LG REFER TO DETAIL Al DWG 109-90-005 (NOTE 2) aIM%\N126 N Ln `�' o OF RAILING 1 B 5116V ANCHORAGE -N c° ' " CHAMFER END » SCREEN, SPACED AT 10-05A 5A CIA 2" 10" 2" C-C EACH WAY IF I 2 10 2 AT BASE PL t 1'-2„ 5-0" EACH WAY (TYP) DETAIL 2 109-45-043 I I I I I I SECTION F—F 109-45-043 SCALE D SCALE B BOTT OF SLAB EL 14.70 W6x25 1 2 TYP • EL -4.00 (AB-1) OF RAILING (4) Y4" DIA x 10" EMBEDMENT 4"x6" TIMBER ANCHORAGE 7" BASE PL 1Y4"x10"x1'-2" 1Y6" DIA HOLE FOR " 6 PL Y2 x12 x1 -0 PL %$x10x1'-2" 3" CL W/ 2Y2" PROJ. SS HAS ASTM STOPLOGS N " O1 " DIA. 5 DIA ANCHOR HOLE ANCHOR TUD (TYP) F593 (316) THREADED ROD (NOTE 2 DWG ANCHOR STUD (TYP.) - (Fu=85 ksl) AND (Fy=45ksl) 109-45-043) W/NUT AND WASHER FOR HILTI HIT -RE 500-SD EPDXY ADHESIVE W6x16 (GALV) `° W6x16 0 —0 m SLEEVED WEEPS W/SILT ANCHORING SYSTEM (TYP) _ (GALV) m I WIER SECTION D—D 109-45-043 BASELINE 4"x6" TIMBERS SCALE B DESIGN EL 14.70 WATER LEVEL W6 EL 14.3 1'-6" 3'-0" 1'-6" 3'-0" L 5 T.O. WEIR EL 10.70 EL 9.70 u u A (MIN) $;ALL � S�EL 7.70 NWR 4x4-D4xD4, TYFACES (3' CL) �o #6 DWLCa?60 o L I W/STD HOOK N � O 6, SECTION E-E 109-45-043 75 z SCALE A o w J JI ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 04-20-12 VAN ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS 6 aka 1 -2 EL 10.70 5B 5B TYP In 1/4 3/16 DETAIL BP1 DETAIL BP2 3/16 SCALE C SCALE C CD III TIMBER STOPLOGS 9" ly2» 0 1 2 FEET SCALE D 1Y" O HOLE SECTION 5B-5B 0 1 2 FEET 9TYP (TYP) SCALE C SECTION 5A-5A 0 2 4 FEET DETAIL 5 SCALE B STOPLOG GUIDE (8 REQ'D) 0 4 8 FEET SCALE D SCALE A s "=1'-0„ DESIGN ENGINEER J.R. MONIN DATE 03-23-1 2 ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS A DESIGN CHECKED BY DATE 03-23-12 ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN D.M. SUTHERLAND THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. POWERHOUSE DRAWN BY M.L. RICHARDSON DATE CREATED 03-23-12 HATCH ASSOCIA TES CONSULTANTS, INC. � HATCH � AFTER BAY DRAWING CHECKED BY M.D. ISHMAN DATE 03-23-12 POOL CONCRETE SLAB AND TRAINING WALLS DISCIPLINE LEAD ENGINEER S.W. PERKINS DATE 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA SECTIONS AND DETAILS PROJECT ENGINEER DATE MLR SWP PRR P.R. RODRIGUE 03-23-12 BLUE LAKE EXPANSION PROJECT DRAWING NUMBER 109-45-044 PROJECT No. /A\ CURRENT PROJECT MANAGER DATE °CORD CRRD EN�R S.M HART 03-23-12 332360 5 4 1 3 1 2 1 1 SAVED: 04-20-2012 12:20pm By rich220533 8 7 6 NT N 1 r*C 2 3 r+B 4 5 16'-0" 16'-0" 16'-0" 16'-0" 1'-5" F7 EC° - - - -- - -- - - -- - - - - -- - -- - - BLDG ROOF BEAM EDGE OF ROOF (NOTE 2, TYP) NOTE 6, TYP OWNER FURNISHED ICONN (CONTRACT No.7) TYP D D 109-45-046 (NOTE 7) IL t I cn� I I I F 1 Ln F 109-45-048 ICI N ' DETAIL 4 6" HOLLOW CORE PLANK T.0 ROOF 109-45-046 EL 48.25 EDGE OF ROOF EDGE OF ROOF 1 7" 1 NOTE 6, TYP NOTE 7 A W10x45 - (t W10x45 W10x45 W10x45 A W12x35 - W12x35 W12x35 W12x35 �� 0 0 B - -�- - - - - '- - NOTE 7 L+C B 109-45-046 16'-0" 9'-10" 16'-0" 9'-9" ROOF PLAN EL 48.25 T.O. STEEL EL 47.74 SCALE A 1 2 3 4 5 0 r*C NOTE 1 r+B OWNER FURNISHED CONN I I BLDG COL I 1 (NOTER�) T No.7) TYP 1 (NOTE 2, TYP) q - - -- -- - -�- - BLDG FLR BEAM 1 (NOTE 2, TYP) NOTE 8 DN rnE OF FLOOR 5 HN. rL. STAIRWAY No.2 I 1 EL 39.00 <� T.O. LANDING cn FIN. FL. EL 39.00 D 00 D 109-45-046 EL 39.00 E co E 109-45-048 t I I 10Y" FLR. SYSTEM t III (8 HOLLOW CORE PLANK B EDGE OF FLOOR " I I W/ 2y2 CONC. TOPPING) NOTE 7 LAVATORY 7, - NOTE 7 DETAIL 5 (BELOW) I o 109-45-046 W10x45 ( W10x45 W10x45 A r 6y4" A - W14x68 W14x68 W14x68 W14x68 1 7fo I- - 6'-2" EDGE OF FLOOR W1Ox45 NEL39.00 16'-0" C° 9'-10" I 16'-O" 9'-9" 8'-6" MTL. STUD WALL (DWG. L+C L+B 109-45-053) AND MTL. 109-45-046 FRAME ROOF (109-45-051) STAIRWAY No.1 PLAN EL 39.00 AT LAVATORY T.O. STEEL EL 38.11 109-45-200 SCALE A ►1 c;;� 00IL6 N r � 0 N Ln o a, N p � r ow o z o w J J ARCHITECTURAL 04-20-12 ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 6 4 1'-5" V+ 2 3 9'-1Opp 1 16'-0" I I 6'-2" 6" HOLLOW I rCORE PLANK 2 4 9,-9 3,-7„ W12x35 (TYP.) 10Y " FLR. SYSTEM (8" HOLLOW CORE PLANK W/ V2" CONC. TOPPING) (NOTE 9) DETAIL 6 DETAIL 7 109-45-0501 109-45-051 BEAM (NOTE 2) N / W14x68 (TYP.) PRECAST CONIC PANEL (NOTE 2) \\"/ 1 _ _ / O x / x �c I o o 0---- -- �-_ L T. EL .00 DETAIL 3 1 EL 28.00 109-45-047 T.O. CONIC FL __ � _ _____ _____ _____ EL 27.00 I LJ -T L LJ LJ LJ� LJ LJ X-BRACING 16'-0" DETAIL T.O. STEEL 109-45-047 EL 47.74 I 1 BEAM NOTE ) 0 T.O.STEEL 1 II EL 38.11 PRECAST CONIC PANEL (NOTE 2) 10Y " FLR. SYSTEM (8" HOLLOW CORE PLANK W/ V2" CONIC TOPPING) (NOTE 9) T.O. CONIC PIER AND PERIMETER CURB EL 28.00 DESIGN ENGINEER DATE K.P. DARBY 03-23-12 DESIGN CHECKED BY DATE D.M. SUTHERLAND 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE M.D. ISHMAN 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR PROJECT MANAGER DATE S.M HART 03-23-12 °CORD �RRo EN�R 5 1 4 L------L DET I L 2 109-4 -047 SECTION A -A SCALE A 20'-6" 6" HOLLOW CORE SECTION B-B SCALE A T.O. CONIC (ROOF) EL 48.25 OFFICE/COMMON RM FL EL 39.00 CONTROL RM FL EL 27.00 109-45-053 L E NOTES: 1. BAY RESERVED FOR BRACING, OWNER FURNISHED (CONTRACT NO.7). 2. OWNER FURNISHED STEEL BUILDING C BEAMS, COLUMNS AND PRECAST CONIC PANEL. COLUMN AND BEAM SIZES AS REQ'D BY DESIGN (CONTRACT NO. 7). 3. FOR ARCHITECTURAL DETAILS, REFER TO DWG 109-45-051 AND 109-45-053. 4. FOR LEGEND AND ABBREVIATIONS, REFER TO DWG 109-01-010. 5. FOR CIVIL/STRUCTURAL GENERAL NOTES, REFER TO DWG 109-01-011. FOR CIVIL/STRUCTURAL MISCELLANEOUS DETAILS, REFER TO DWG 109-90-001, 109-90-002, AND 109-90-003. 6. MAINTAIN 1" CLEARANCE AROUND ALL COLUMNS, BEAMS, PLATES, AND BRACING. 7. REFER TO DWG 109-45-047 FOR B TYPICAL BEAM TO COLUMN CONNECTIONS. 8. REFER TO DWG 109-45-202 FOR STAIRWAY No.2 CONNECTION DETAIL AT FLOOR EL 39.00. 9. BUILDING FRAMEWORK AND HOLLOW CORE PLANK ERECTION PHASING MUST BE COORDINATED, PRIOR TO COMMENCING WITH CONSTRUCTION. 0 8 16 FEET SCALE A ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN POWERHOUSE THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCH = HATCH ASSOCIATES CONSULTANTS, INC. INTERIOR STRUCTURAL STEEL FRAME PLAN EL 48.25 AND EL 39.00 CITY AND BOROUGH OF SITKA, ALASKA SECTIONS AND DETAILS A BLUE LAKE EXPANSION PROJECT DRAWING NUMBER PROJECT No. 109-45-045 H332360 3 1 2 1 1 SAVED: 04-20-2012 8:31 am By suth64534 ►� r 00 LP LCD O CV CV CV O L.LJ CD J d L 8 N CONIC PANEL WIDE FLANGE BEAM (NO WELDED (NOTE 7 #4 BENT BE (2 PER PLA TYP BOTH E (NOTE 12) D 6" /8" HOLLOW CORE PLANK (TYP) C A N � N -c'p r1„ N � r O 0 N � o N p � 12 o 75 o w J nU- 7 EDGE 7T (TYP) (NOTE 12) TYPICAL PLAN AT BEAM TO PLANK CONNECTION W14 AND W12 OPPOSITE SIDE SIMILAR (T.O.S. EL 47.74 AND EL 38.11) SCALE A CUT HOLLOW CORE PLANKS AROUND COLUMNS (TYP) W10 (NOTE 2) NOTE 9, TYP FIN. FL EL 39.00 x x x x x x x x F,, i� W14 Y4" DIA. A325--" \—BOLTED DOUBLE BOLTS ON GA. L3Y2x3Yx14, TYP OF ANGLE, AT BEAM CONN. TYP EA. LEG Y2" GAP TYP TYPICAL BEAM TO COLUMN FLANGE CONNECTION (NOTE 12) W14 SHOWN, W12 SIMILAR SCALE A 1Y2" COPE TOP AND BOTT (W14 ONLY) WELDED WIRE REINFORCEMENT 44 - W4xW4, TYP x x x x x x DIA. A325 BOLTS ON GA. OF ANGLE, TYP EA. LEG 5 4 CUT HOLLOW CORE PLANKS AROUND COLUMNS (TYP) W10 (NOTE 2) NOTE 9, TYP FIN. FL EL 39.00 X X X X X X I10 000 W10 I EL 48.25 w14 00000000000 )ollm E y I �Fl I W12 l/2" GAP TYP BOLTED DOUBLE L3Y x3Y X%4, TYP AT BEAM CONN. TYPICAL BEAM TO COLUMN WEB CONNECTION (NOTE 12) W14 SHOWN, W12 SIMILAR SCALE A NOTE 13 NOTE 2, TYP CONIC PANEL, SEE NOTE 3 A OWNER FURNISHED I BEAM OWNER FURNISHED CONN. (CONTRACT No.7) WELDED WIRE REINF. 44 - W4xW4, TYP FIN. FL EL 39.00 i WP STIFF. PIL Y4" (SP-1) 1y" TYP (NOTE 10) STIFF. PL Y4" PL Y2" (NOTE 10)� DETAIL 1 109-45-045 SCALE B COL 3/16 3/16 TYP W10 4 I 1/ GUSSET PIL Y" 1 /4 TYP STIFF PLATE DETAIL (SP-1) SCALE B STIFF. F FOR BASE PL A ANCHOR BOLT E CONTINUOUS REFER TO SECT SDI EDGE W14 Ell -El, DWG FORM, SIZE 109-45-046 PER SDI REQUIREMENTS, SEE NOTE 11 \"--- BEAM (NOTE 3) I TYPICAL BEAM TO GIRDER CONNECTION (NOTE 12) W14 SHOWN, W12 SIMILAR SCALE A 04-20-12 ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 6 DESIGN ENGINEER DATE K.P. DARBY 03-23-12 DESIGN CHECKED BY DATE D.M. SUTHERLAND 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE M.D. ISHMAN 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE [PROJECT.R. RODRIGUE 03-23-12 MLR SWP PRR MANAGER DATE S.M HART 03-23-12 ooD COORD ERCcR u DETAIL 3 109-45-045 SCALE B 1 2 I 1 NOTES: 1. REFER TO DWG 109-45-045 FOR ADDITIONAL INFORMATION. 2. MAINTAIN 1" GAP AS RECOMMENDED BY STEEL BUILDING SUPPLIER. USE BACKER ROD AND SEALANT BETWEEN PERIMETER OF SLAB AND WALL PANELS. 3. OWNER FURNISHED STEEL BUILDING BEAMS, COLUMNS AND PRECAST CONIC PANEL. COLUMN AND BEAM SIZES AS REQ'D BY DESIGN (CONTRACT NO. 7). 4. FOR ARCHITECTURAL DETAILS, REFER TO DWG 109-45-051 AND 109-45-053. 5. FOR LEGEND AND ABBREVIATIONS, REFER TO DWG 109-01-010. 6. FOR CIVIL/STRUCTURAL GENERAL NOTES, REFER TO DWG 109-01 -011. FOR CIVIL/STRUCTURAL MISCELLANEOUS DETAILS, REFER TO DWG 109-90-001, 109-90-002, AND 109-90-003. 7. FIELD WELD CONIC STUDS AND REBAR TO BEAM W/ MIN. 3" CL BETWEEN REBAR AND STUD. 8. FIELD CUT HOLLOW CORE SLAB TO ACCOMMODATE REBAR. 9. USE POLYURETHANE SPRAY FOAM INSULATION AROUND COLUMNS, PLATES, AND BRACING. 10. COLUMN GUSSET PLATES ARE TO BE OFFSET, TO ACCOMMODATE ALIGNMENT OF ROD CROSS -BRACING CONNECTION. 11. NOTCH EDGE FORM AT REINFORCING AND STUD AS REQUIRED. 12. REFER TO DWGS 109-45-046 AND 109-45-048 FOR ADDITIONAL FRAMING INFORMATION. 13. CONCRETE SHALL BE MIX C, U.O.N. 1 3/4" DIA. ROD CROSS -BRACING w/ #4 CLEVISES AND UNC CLASS 213 TURNBUCKLE (TYP) PL Y" (NOTE 10) W10 STIFF. PL Y4" (SP-1) CUT HOLLOW CORE PLANKS AROUND COLUMNS (NOTE 2) J 10 Y2" FLR SYSTEM (8" HOLLOW CORE PLANK W/2 Y2" CONC. TOPPING) EL 39.00 0 0 0 0/l/ �so 0 0 0 CD i W14 i J WP CV �. STIFF. PL Y4 (SP-1) LPL Y2" (NOTE 10) DETAIL 2 109-45-045 SCALE B ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCH HATCH ASSOCIATES CONSULTANTS, INC. CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 2 NOTE 9, TYP 0 1 2 FEET SCALE A 0 1 2 FEET SCALE B 1"=1'-0" POWERHOUSE INTERIOR STRUCTURAL STEEL FRAME SECTIONS AND DETAILS SHEET 2 DRAWING NUMBER PROJECT No. A 10 9 - 45 - 0 47 H332360 CURRENT SAVED: 04-20-2012 12:21 pm By rich220533 L C ►W ANSI D E C C C NOTE 3 NOTE 2, TYP CONTINUOUS SDI EDGE FORM, SIZE PER SDI REQUIREMENTS, (NOTE 7) All 1 OWNER FURNISHED BEAM t REBAR 2'-0" I #4 BENT BAR, STAGGER BETWEEN WELDED STUDS (TYP) (NOTE 8) CAST IN PLACE CONIC, NOTCH PLANK FOR REBAR PLACEMENT (TYP) EL 48.25 f x4" WELDED STUD @ 2'-0" III 12Y2Y20/C, TYP II MIN. 8" BEARING STRIP BEARING, BY HOLLOW CORE TYP SLAB SUPPLIER HOLLOW CORE PLANK DETAIL 1 109-45-046 HOLLOW CORE SLAB TO BEAM CONNECTION AT EL 48.25 SCALE A 1 OWNER FURNISHED STUD WALL BEAM I NOTE 2, TYP REBAR\, x 2'-0" #4 BENT BAR, STAGGER BETWEEN WELDED STUDS (TYP) (NOTE 8) VIIiELIDED WIRE REINFORCEMENT NOTE 4x4 - W4xW4 3 FIN. FL EL 39.00 r—X X X X X X X X X x II 5/ "x4" WELDED STUD @ 2'-0" 0/C, TYP CONTINUOUS SDI EDGE FORM, SIZE � N �/8" BEARING STRIP PER SDI BEARING, BY HOLLOW CORE REQUIREMENTS, TYPSLAB SUPPLIER (NOTE 7) I CAST IN PLACE CONIC, NOTCH PLANK FOR REBAR PLACEMENT (TYP) 2Y2" C0NC. TOPPING Y Z O a- 00 J ow _Elf 00 F/ FDN. WALL v DETAIL 2 109-45-046 HOLLOW CORE SLAB TO BEAM CONNECTION AT EL 39.00 SCALE A NOTES: 1. REFER TO DWG 109-45-045 FOR ADDITIONAL INFORMATION. 2. MAINTAIN 1" GAP AS RECOMMENDED BY STEEL BUILDING SUPPLIER. USE BACKER ROD AND SEALANT BETWEEN PERIMETER OF SLAB AND WALL PANELS. 3. OWNER FURNISHED STEEL BUILDING BEAMS, COLUMNS AND PRECAST CONIC PANEL. COLUMN AND BEAM SIZES AS REQ'D BY DESIGN (CONTRACT NO. 7). A 4. FOR ARCHITECTURAL DETAILS, REFER TO DWG 109-45-051 AND 109-45-053. 5. FOR LEGEND AND ABBREVIATIONS, REFER TO DWG 109-01-010. 75 m 6. FOR CIVIL/STRUCTURAL GENERAL NOTES, REFER TO DWG 109-01-01 1. FOR CIVIL/STRUCTURAL NIo MISCELLANEOUS DETAILS, REFER TO DWG 109-90-001, 109-90-002, AND 109-90-003. o,n �� 0 7. NOTCH EDGE FORM AT REINFORCING AND WELDED STUD AS REQUIRED. REFER TO THE SDI o uj POUR STOP SELECTION TABLE OF THE STEEL DECK INSTITUTE (SDI) FOR REQUIREMENTS. o z o w J J �� ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 3,-7„ 2,-0„ #4 BENT BAR, STAGGER BETWEEN WELDED STUDS (TYP) (NOTE 8) CAST IN PLACE CONIC, NOTCH PLANK FOR REBAR PLACEMENT (TYP) EL 48.25 2/2" CONIC HOLLOW CORE PLANK CONT'D NOTES: TYP POUR STOP WELD 1-12 )/8" BEARING STRIP BY HOLLOW CORE SLAB SUPPLIER HOLLOW CORE PLANK 7" W12 REBAR [CONTINUOUS SDI EDGE FORM, SIZE PER SDI REQUIREMENTS, SEE NOTE 7 1__ /%"x4" WELDED II 2" STUD © 2'-0" II MI 0/C, TYP BEARING, TYP W12 SECTION F— F 109—45-045 SCALE A 4 31 -7„ 6y4„ W14 2,-0" _ I NOTE 3 TYP REBAR WELD CONTINUOUS EDGE FORM, PER REQUIREME SEE NO] #4 BENT BAR, STAGGER CAST IN PLACE CONC, BETWEEN WELDED REBAR NOTCH PLANK FOR STUDS (TYP) (NOTE 8) I REBAR PLACEMENT (TYP) WELDED WIRE REINFORCEMENT 4x4 - W4xW4 FIN FLR NOTE EL 39.00 X X— X X X X X TYP REBAR II WELD II , CONTINUOUS SDI %22x4" WELDED EDGE FORM, SIZE STUD @ 2'-0" PER SDI 0/C, TYP 2„ REQUIREMENTS, SEE NOTE 7 %" BEARING STRIP MIN. BY HOLLOW CORE BEARING, SLAB SUPPLIER TYP W14 SECTION E-E 109-45-045 SCALE A 8. REFER TO DWG. 109-45-047 FOR TYP PLAN AT BEAM TO PLANK CONNECTION 9. CONCRETE SHALL BE MIX C, U.O.N. 04-20-12 VAN ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 CONTINUOUS EDGE FORM, PEP REQUIREME SEE NO' F/ FDN. WAL P.G. DREYER 03-23-12 DESIGN CHECKED BY DATE D.M. SUTHERLAND 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE M.D. ISHMAN 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR PROJECT MANAGER DATE S.M HART 03-23-12 DCOORIDO CpOR0 EN°R 5 14 NOTE 2, TYP I�Tl 1 D WAI I A OWNER FURNISHED TDCAAA 2,-0" REBAR CONTINUOUS SDI EDGE FORM, SIZE BEAM PER SDI REQUIREMENTS, SEE NOTE 7 I n TYP POUR STOP WELD 1-12 LOCATION OF FOAM DAM PLUG BY HOLLOW CORE SUPPLIER (TYP) G WHERE N CORES S DETAIL 3 109-45-046 HOLLOW CORE SLAB TO BEAM CONNECTION AT EL 48.25 SCALE A A OWNER FURNISHED PPAAA I nPATIONI ANIn TVE)�:_ OF PLUG WHERE :D WITHIN CORES RUCTIONS 2" MI . EARING, TYP 7" EL 48.25 B 2'-0" REBAR CONTINUOUS SDI �T EDGE FORM, SIZE PER SDI BEAM REQUIREMENTS, SEE NOTE 7 FIN. FL EL 39.00 X X X X X X X x jxxl i� 2' MIN. BEARING, l )N OF FOAM DAM T`(p 3Y HOLLOW CORE ER (TYP) 6Y " 4 61 9-45-046 �TION AT EL 39.00 ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. HATCHHATCH ASSOCIATES CONSULTANTS, INC. CITY AND BOROUGH OF SITKA, ALASKA TYP REBAR WELD TYP REBAR WELD 0 1 2 FEET SCALE A POWERHOUSE INTERIOR STRUCTURAL STEEL FRAME DETAILS DRAWING NUMBER BLUE LAKE EXPANSION PROJECT 109-45-048 3 1 2 PROJECT No. A\ H332360 CURRENT 1 SAVED: 04-19-2012 3:30pm By suth64534 r C IN C A /AN CURRENT REV ANSI D NOTES: CEILING GRID TO BE ATTACHED TO WALL ANGLE ON TWO ADJACENT WALLS. E C L A 75 n= NIA r � o Ln N Ln � 6D N � �T ow L Z Lu O w GRID AT UNATTACHED WALL POP RIVET OR APPR ATTACHMENT ME --TER WALL (TYP) DETAIL 2 SUSPENDED CEILING CONNECTIONS NO SCALE 0 1 2 FEET SCALE A -0" ARCHITECTURAL I CIVIL I ELECTRICAL I MECHANICAL I GEOTECHNICAL I — 1 cn orer w f NO COORDINATE ANCHOR AND FASTENER LOCATIONS TO AVOID HOLLOW VOID IN SLAB >o in CD N Q I cV W W PROVIDE ADEQUATE CLEARANCE FOR MECH EQUIP AT CLG PLENUM ABV EL 27.00, SEE NOTE 13 DETAIL 3 109-45-013 SUSPENDED CEILING CONNECTION TO CONCRETE SLAB SCALE A 2. WALL WITH UNATTACHED CEILING GRID TO HAVE %4" CLEARANCE BETWEEN RUNNER END AND PARTITION. 3. SUSPENDED CEILING TO BE INSTALLED TO CEILINGS AND INTERIOR SYSTEMS CONSTRUCTION ASSOCIATION (CISCA) RECOMMENDATIONS FOR AREAS SUBJECT TO SEVERE SEISMIC ACTIVITY. CEILINGS SHALL BE HORIZONTAL TO A TOLERANCE OF y" IN 10'-0" MEASURED EACH WAY. 5. CEILING GRID TO REMAIN A CONTINUOUS PATTERN THROUGHOUT. 6. HORIZONTAL CEILING SUPPORT SHALL BE PROVIDED BY FOUR WIRES MIN. NO. 12 U.S. GAGE WIRE SPLAYED IN FOUR DIRECTIONS, 90° APART AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS TEE AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. THESE LATERAL SUPPORTS SHALL BE PLACED 12'-0" O/C IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 6'-0" FROM EACH WALL. 7. VERTICAL CEILING SUPPORT SHALL BE NO. 12 U.S. GAGE WIRE TO SUPPORT A MAXIMUM OF 16 SQUARE FEET OF CEILING AND SADDLE —TIED AROUND THE MAIN RUNNER. DISCONTINUOUS ENDS OF CROSS —RUNNERS AND MAIN RUNNERS TO BE VERTICALLY SUPPORTED WITHIN 8" OF CEILING DISCONTINUITIES, INCLUDING WALLS. CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED TRIM RINGS FOR PARTITIONS. 9. CHANGES TO CEILING PLANE MUST HAVE POSITIVE BRACING. 10. CABLE TRAYS AND ELECTRICAL CONDUITS MUST BE INDEPENDENTLY SUPPORTED AND BRACED. 11. ENDS OF MAIN CEILING GRID BEAMS AND CROSS TEES MUST BE TIED TOGETHER TO PREVENT THEIR SPREADING. 12. FOR STRUCTURAL DETAILS, REFER TO DWG 109-45-045, 046, 047, AND 048. 13. FOR MECHANICAL DESIGN, REFER TO DWG 109-45-083 AND 084. 14. PROVIDE NEOPRENE RUBBER SHEET BETWEEN THE FRAMING AND THE BUILDING STRUCTURE AT ACOUSTIC CONNECTIONS BETWEEN THE MEZZANINES AND THE TURBINE FLOOR OPEN AREA. DETAIL 6109-45-045 LAVATORY ROOF CONNECTION TO LOADBEARING ACOUSTIC PARTITION SCALE A 109-45-0530 PLYWOOD, PAINTED 2x10 METAL JOISTS @ 16" O/C W/ R-25 BATT INSUL %" GYPSUM WALLBOARD BACKING ROD AND ACOUSTIC SEALANT RUBBER BASE TRIM BACKING ROD AND ACOUSTIC SEALANT ACOUSTIC WALL TO CONTINUE TO UNDERSIDE OF HOLLOW CORE SLAB NOTE 12, TYP PACK BEAM W/ BATT INSUL, BEAM SIZE SEE NOTE 12 NOTE 14, TYP DETAIL 4109-45-013 ACOUSTIC WALL TO CONCRETE SLAB CONNECTION SCALE A 109-45-053 DESIGN ENGINEER DATE A.Z. FRENCH 03-23-12 ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION 'ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA_ NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. ANOT DESIGN CHECKED BY DATE D. SUTHERLAND 03-23-1 2 DRAWN BY DATE CREATED A.Z. FRENCH 03-23-12A HATCH ASSOCIATES CONSULTANTS, INC. 0 14ATC14 DRAWING CHECKED BY DATE D. SUTHERLAND 03-23-12 A DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA _ 1 1 1 PROJECT ENGINEER DATE P.R. RODRIGUE 03 03-26-12 VAN ISSUED FOR BID MLR SWP PRR BLUE LAKE EXPANSION PROJECT PROJECT MANAGERD2E-12 S M. HART 03-23-12 DATE REV DESCRIPTION OF ISSUES &REVISIONS 'RAFTING COORD PRIME cooRD PRo ENCR 6 5 4 1 3 1 2 109-4o-uo.) Y4" PLYWOOD, PAINTED 200 METAL JOISTS © 16" O/C W/ R-25 BATT INSUL BACKING ROD AND ACOUSTIC SEALANT %" GYPSUM WALLBOARD DETAIL 7109-45-045 LAVATORY ROOF AND WALL CONNECTION SCALE A E FBI C BACKER ROD AND SEALANT AT B SLAB BLDG PERIMETER, TYP NOTE 14, TYP MAINTAIN 1" CLEARANCE AROUND BEAM NOTE 12, TYP ACOUSTIC WALL TO CONTINUE TO UNDERSIDE OF CONIC SLAB BACKING ROD AND ACOUSTIC SEALANT, TYP DETAIL 5109-45-013 ACOUSTIC CONNECTION AT WRAPPED BEAM AT EXTERIOR WALL SCALE A POWERHOUSE ARCHITECTURAL ROOF AND SUSPENDED CEILINGS DRAWING NUMBER 109-45-051 PROJECT No. A\ H332360 cURRVNT 1 SAVED: 03-26-2012 1:49pm Byfren65809 A NOTES: E C C A r� c o= N CV NLn 0 o n N � � T ow I__ z o w J I �CE: WINDOW SCHEDULE WINDOW NUMBER WIDTH HEIGHT TYPE SILL HEIGHT (3) MANUF. MODEL MATERIAL FIRE RATING NOTES W1 4'-8" 3'-8" FIXED 30.33 WAUSAU 4250 SERIES ALUMINUM NONE W2 4'-8" 3'-8" FIXED 42.33 WAUSAU 4250 SERIES ALUMINUM NONE W3 4'-8" 3'-8" FIXED 42.33 WAUSAU 4250 SERIES ALUMINUM NONE W4 4'-8" 3'-8" FIXED 30.33 WAUSAU 4250 SERIES ALUMINUM NONE W5 4'-8" 3'-8" FIXED 42.33 WAUSAU 4250 SERIES ALUMINUM NONE W6 4'-8" 3'-8" FIXED 30.33 WAUSAU 2700-HSD ALUMINUM 1-HOUR ACOUSTIC WINDOW W7 4'-8" 3'-8" FIXED 30.33 WAUSAU 2700-HSD ALUMINUM 1-HOUR ACOUSTIC WINDOW W8 4'-8" 3'-8" FIXED 30.33 WAUSAU 2700-HSD ALUMINUM 1-HOUR ACOUSTIC WINDOW W9 4'-8" 3'-8" FIXED 30.33 WAUSAU 2700-HSD ALUMINUM 1-HOUR ACOUSTIC WINDOW W10 4'-8" 3'-8" FIXED 42.33 WAUSAU 2700-HSD ALUMINUM 1-HOUR ACOUSTIC WINDOW W11 4'-8" 3'-8" FIXED 42.33 WAUSAU 2700-HSD ALUMINUM 1-HOUR ACOUSTIC WINDOW DOOR SCHEDULE DOOR DOOR 1 FRAME FIRE WIDTH HEIGHT STYLE TYPE MANUF. MODEL HARDWARE NOTES NUMBER MATERIAL RATING D1 12'-0" 16-0" A ROLL -UP RAYNOR DURACOIL GALV. STEEL NONE 12'-0"x16'-0" OPENING STANDARD D2 4'-0" 7'-0" B EXTERIOR CECO IMPERIAL STEEL DEADBOLT NONE FIRE EXIT HARDWARE D3 3'-0" 7'-0" B EXTERIOR CECO IMPERIAL STEEL DEADBOLT NONE D4 3'-0" 7'-0" B EXTERIOR CECO IMPERIAL STEEL DEADBOLT NONE FIRE EXIT HARDWARE D5 3'-0" 7'-0" B EXTERIOR CECO IMPERIAL STEEL DEADBOLT NONE D6 16'-0" 16'-0" A ROLL -UP RAYNOR TIL ANDA STANDARD GALV. STEEL NONE 16'-0"x16'-0" OPENING D7 3'-0" 7'-0" D SGL HINGED CECO SOUND -TECH STEEL LATCHSET 1-HOUR MIN STC=43, W/ (1) 9"x9" VISION XPRESS PANEL PER ELEV BELOW D8 3'-0" 7'-0" D SGL HINGED CECO IMPERIAL STEEL LATCHSET NONE W/ (1) 9"x9" VISION PANEL PER ELEV BELOW D9 3'-0" 7'-0" C SGL HINGED CECO IMPERIAL STEEL LATCHSET NONE STC 50 D10 10'-0" 7'-0" F TRIPLE SLIDER CECO IMPERIAL STEEL LATCHSET NONE 9'-9"x7'-0" OPENING D11 6'-0" 7'-0" E DBL HINGED CECO SOUND -TECH STEEL LATCHSET 1-HOUR MIN STC=40, W/ (2) 9"x9" VISION XPRESS PANEL PER ELEV BELOW D12 2'-6" 7'-0" C SGL HINGED CECO REGENT STEEL LATCHSET NONE HONEYCOMB CORE, STC 32 D13 3'-0" 7'-0" C SGL HINGED CECO REGENT STEEL LATCHSET NONE HONEYCOMB CORE, STC 32 D14 3'-0" 7'-0" D SGL HINGED CECO SOUND -TECH STEEL LATCHSET 1-HOUR MIN STC=43, W/ (1) 9"x9" VISION XPRESS PANELS PER ELEV BELOW D15 3'-0" 7'-0" D SGL HINGED CECO IMPERIAL STEEL LATCHSET NONE W/ (1) 9"x9" VISION PANEL PER ELEV BELOW D16 3'-0" 7'-0" D SGL HINGED CECO SOUND -TECH STEEL LATCHSET 1-HOUR MIN STC=43, W/ (1) 9"x9" VISION XPRESS PANEL PER ELEV BELOW D17 3'-0" 7'-0" C SGL HINGED CECO IMPERIAL STEEL LATCHSET NONE D20 3'-0" 7'-0" B EXTERIOR CECO ARMOR SHIELD STEEL SECURITY NONE GATE HOUSE BULLET RESISTANT DEADBOLT SECURITY DOOR D21 3'-0" 7'-0" B EXTERIOR CECO ARMOR SHIELD STEEL SECURITY NONE GATE HOUSE BULLET RESISTANT DEADBOLT SECURITY DOOR NOTE: PERSONNEL DOOR THICKNESS = 1-3/4" ARCHITECTURAL VARIES O I CD A EXT ROLL -UP VARIES 3�'-0" 0 0 I I i_ B C EXT FLUSH INT FLUSH 6'-0" � � 0 I EQ. I EQ. E 0 I INT DBL HINGED FLUSH W/ VISION PANEL DOOR ELEVATIONS (INDICATING DOOR STYLE) NO SCALE CIVIL I ELECTRICAL MECHANICAL GEOTECHNICAL 3'-0" EQ. EQ. o 1*1 0 I r- D INT FLUSH W/ VISION PANEL lop -of) 3'-4" E 0 I INT DBL HINGED FLUSH W/ VISION PANEL DOOR ELEVATIONS (INDICATING DOOR STYLE) NO SCALE CIVIL I ELECTRICAL MECHANICAL GEOTECHNICAL 3'-0" EQ. EQ. o 1*1 0 I r- D INT FLUSH W/ VISION PANEL lop -of) 3'-4" 3'-4" 3'-4" F INT TRIPLE SLIDER FLUSH EXT SA LOUVER, SEE NOTE 6 BIRD SCREEN ALUMINUM EXTRUDED SILL MEMBER L1Yx1Y2xY8x4" LG. ALUMINUM CLIP ANGLES W/ SELF DRILLING SCREWS (2 PER CLIP) AS AVAILABLE FROM MFR Y4" CONCRETE SCREW, 2-1/2" MIN. EMBED (2 PER CLIP) SHIM AS REQ'D INTEGRAL FLANGE DETAIL 1 NOTE: DUCT CONN NOT SHOWN. SEE TYPICAL LOUVER SILL DETAIL MECH DETAILS. (HEAD AND JAMB SIMILAR) NO SCALE 3" MAX G = ANCHOR LOCATIONS SINGLE SECTION LOUVER INSTALLATION DETAIL NO SCALE 3' MAX WAY 9 0" AAAV CD 4 (TYP) i i 1. EXTERIOR BUILDING WALL PANELS ARE OWNER FURNISHED. REFER TO REFERENCE DRAWINGS 107-45-001 THROUGH 107-45-012. 2. FOR HARDWARE MANUFACTURERS AND INFORMATION, REFERENCE SPECIFICATIONS SECTION 08710. 3. FOR WINDOW AND LOUVER SILL HEIGHTS, REFER TO REFERENCE DRAWINGS 107-45-011 AND 107-45-012 AND COORDINATE WITH ACTUAL PANEL OPENINGS. 4. SEAL AROUND ELECTRICAL BOXES AND ALL OTHER PENETRATIONS IN EXTERIOR CONC PANELS. EXT. WT 1 SEALANT AND BACKER 109-45-053 ROD CONTINUOUS AROUND PERIMETER, SOLID WD TRIM NOTE 4 T 7A--SHIM AS REQ'D DETAIL 2 109-45-014 TYPICAL WINDOW HEAD AND JAMB DETAIL SCALE A EXT. SEALANT AND BACKER ROD CONTINUOUS AROUND PERIMETER, NOTE 4 SHIM AS REQ'D SOLID WD TRIM WT 1 109-45-053 DETAIL 3 109-45-014 TYPICAL WINDOW SILL DETAIL SCALE A EXT. / SEALANT AND WT1 BACKER ROD 109-45-053 CONTINUOUS SOLID WD TRIM AROUND PERIMETER, NOTE 4 A SHIM AS REQ'D AL AL AL AL = ANCHOR LOCATIONS wT6 MULTIPLE SECTION LOUVER INSTALLATION DETAIL 109-45-053 NO SCALE E — - l___ SOLID WOOD TRIM TRACK SETS TRIPLE SLIDER DOOR A �—TAPERED DOOR THRESHOLD DETAIL 14 109-45-014 0 TRIPLE SLIDER DOOR HEAD AND SILL DETAIL SCALE A WT6 109-45-053 L:J�SOLID WOOD TRIM inTRIPLE SLIDER DOOR D ETAI L 15 109-45-014 TRIPLE SLIDER DOOR JAMB DETAIL SCALE A 04-20-12 nA ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 A.Z. FRENCH 03-23-12 DESIGN CHECKED BY DATE D. SUTHERLAND 03-23-12 DRAWN BY DATE CREATED A.Z. FRENCH 03-23-12 DRAWING CHECKED BY DATE D. SUTHERLAND 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR PROJECT MANAGER DATE S.M. HART 03-23-12 DCOORIDO CooRo ENGR 5 1 4 DETAIL 4 109-45-014 TYPICAL PERSONNEL DOOR HEAD AND JAMB DETAIL SCALE A EXT. INT EL 27.00 5-053 DETAIL 5 109-45-014 TYPICAL PERSONNEL DOOR SILL DETAIL SCALE A 5. PROVIDE ACOUSTIC SEALANT AT ALL PENETRATIONS IN ACOUSTIC WALLS PER SUPPLIER'S RECOMMENDATIONS. 6. FOR SPECIFIC LOUVER INFORMATION, REFER TO DWG 109-45-081 AND SPECIFICATION SECTION 01580. 7. DOOR AND WINDOW FRAMES IN WALL TYPE 1 (WT1) SHALL BE ALIGNED WITH THE INSIDE E FACE OF THE CONCRETE PANEL. WOOD TRIM TO CONCEAL THE JOINT ON THE INTERIOR AS SHOWN. EXIT INSTALL OWNER SUPPLIED ROLL -UP DOOR SAFETY EDGE AND BOTTOM SEAL DETAIL 6 109-45-014 TYPICAL ROLL -UP DOOR SILL DETAIL SCALE A EX I LINTEL SEAL INSTALL OWNEF SUPPLIED LINTEL INSTALL OWNEF SUPPLIED ROLL-UF DOOR AND HOOD D ETAI L 7 109-45-014 TYPICAL ROLL -UP DOOR HEAD DETAIL SCALE A EXT I INSTALL OWNER SUPPLIED STRUT INSTALL OWNER SUPPLIED ROLL -UP DOOR AND HOOD DETAIL 8 109-45-014 TYPICAL ROLL -UP DOOR JAMB DETAIL SCALE A 109-45-053 HOLLOW METAL DOOR FRAME DETAIL 9 109-45-014 TYPICAL INTERIOR DOOR HEAD AND JAMB D ETAI L SCALE A ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCH HATCH ASSOCIATES CONSULTANTS, INC. CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 EL 27.00 109-45-053 SOLID WD TRIM SHIM AS REQ'D NOTE 5 D ETAI L 10 109-45-014 TYPICAL INTERIOR DOOR HEAD AND JAMB DETAIL AT ACOUSTIC WALL SCALE A 109-45-053 SOLID WD TRIM SHIM AS REQ'D NOTE 5 D ETAI L 11 109-45-014 TYPICAL INTERIOR WINDOW HEAD AND JAMB DETAIL AT ACOUSTIC WALL SCALE A NOTE 5 SOLID WD TRIM SHIM AS REQ'D 109-45-053 DETAIL 12 109-45-014 TYPICAL INTERIOR WINDOW SILL DETAIL AT ACOUSTIC WALL SCALE A 'WT4 109-45-053 NOTE 5 HOLLOW METAL DOOR FRAME DETAIL 13 109-45-014 TYPICAL INTERIOR LAVATORY DOOR HEAD AND JAMB D ETAI L SCALE A 0 1 2 FEET SCALE A 1 "=1'-01, POWERHOUSE ARCHITECTURAL WINDOWS AND DOORS DRAWING NUMBER 109-45-052 PROJECT No. A\ H332360 GUREV 1 SAVED: 04-19-2012 2:07pm By rich220533 C IN C A IM E SHOWER COMPARTMENT — EXHAUST DUCT 36"x48" MIRROR SOAP DISPENSER ::X PAPER TOWEL DISPENSER TRASH RECEPTACLE 00 N O cl\J ClI RETURN GRILLE W/ TRANSFER SILENCER, D CENTER GRILLE BETWEEN WALL STUDS C A 0� 00� o N C'7 NIA o ,n N T Cr) �T o ULi o z o w J I Ei NORTH SHOWER COMPARTMENT OWNER SUPPLIED AND INSTALLED WASHER AND DRYER 13'-43„ EAST 10 IJA�) L CABINET INTERIOR ELEVATIONS 109-45-015 WASHROOM AT EL. 13.00 SCALE C 18"x36" FRP PANEL, TYP MIRROR SOAP DISPENSER PAPER TOWEL O DISPENSER /O RECETRASH PTACLE L D12 EAST N O a_ o N ~ SOUTH INTERIOR ELEVATIONS 109-45-014 LAVATORY AT EL 27.00 0,rAI P_ r EXT. I NT. OWNER SUPPLIED PRECAST CONC PANEL MAINTAIN 1" GAP, SEE NOTE 7 3 %" STL STUDS AT 16" O/C W/ R-13 BATT INSUL HIGH —IMPACT GYPSUM WALLBOARD 109-45-013 WALL TYPE 1 (WT 1 ) 109-45-014 EXTERIOR WALL AT OFFICE, COMMON AREA, CONTROL RM, AND BREAK RM SCALE A 3 5/$" STL STUDS AT 16" O/C 5/8" HIGH —IMPACT GYPSUM WALLBOARD 109-45-013 WALL TYPE 3 (WT3) 109-45-014 TYPICAL INTERIOR PARTITION SCALE A ARCHITECTURAL 1 CIVIL I ELECTRICAL 1-_2-- 7" EXT. I NT. WALL 16" 0/CS W/5/BATT INSULD STUDS TO BE ATTACHED W/ STRAP TIES AS REQUIRED FOR RIGIDITY PACK COLUMN W/ BATT INSUL, COLUMN SIZE SEE NOTE 7. RESILIENT CHANNEL BTWN STRUCTURAL MEMBERS AND GYPSUM WALLBOARD ON EXTERIOR (TURBINE FLOOR SIDE) HIGH —IMPACT GYPSUM WALLBOARD, (1) LAYER ON EXTERIOR, (2) LAYERS ON INTERIOR 2Y » s 4%4» 109-45-013 WALL TYPE 2 (WT2) 109-45-014 TYPICAL INTERIOR ACOUSTIC PARTITION SCALE A EXT. I NT. MOLD AND MILDEW RESISTANT GYPSUM — WALLBOARD ON INTERIOR FACE (LAVATORY SIDE) 3 %" STL STUDS AT 16" O/C HIGH —IMPACT GYPSUM WALLBOARD FRP PANEL, HEIGHT SHOWN ON INTERIOR ELEVATIONS 109-45-014 WALL TYPE 4 (WT4) 109-45-015 WEST EXT. I NT. PLASTIC LAMINATE PARTITION FRP PANEL 4" RUBBER BASE 491111: 2'-11" O a_ I CD I 2'-11" 2'-11" o n I � JANITOR SIN (1) LAYER %$" MOLD AND MILDEW RESISTANT GYPSUM WALLBOARD ON EXTERIOR (LAVATORY SIDE), (2) LAYERS 5/8" HIGH —IMPACT GYPSUM WALLBOARD ON INTERIOR (CONTROL ROOM SIDE) RESILIENT CHANNEL BTWN STRUCTURAL MEMBERS AND GYPSUM WALLBOARD ON EXTERIOR (2) ROWS 3 %" STL STUDS AT 16" 0/C, W/ BATT INSUL, STUDS TO BE ATTACHED W/ STRAP TIES AS REQUIRED FOR RIGIDITY WALL TYPE 5 (WT5) 109-45-014 INTERIOR ACOUSTIC PARTITION AT LAVATORY SCALE A 6" STL STUDS AT 16" O/C HIGH —IMPACT GYPSUM WALLBOARD WALL TYPE 6 (WT6) 109-45-014 INTERIOR PARTITION AT SCADA ROOM SLIDER DOOR SCALE A INTERIOR ACOUSTIC PARTITION AT LAVATORY AND WASHROOM — SCALE A 04-20-12[/A\ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS MECHANICAL GEOTECHNICAL -1 6 5 A RETURN GRILLE W/ TRANSFER SILENCER, CENTER GRILLE BETWEEN WALL STUDS 2'-11„ 3'-2 Q O D13 WEST RIGID PAPER —BACKED METAL CORNER BEAD AT INSIDE AND OUTSIDE GYPSUM WALLBOARD CORNERS DETAIL 1 109-45-014 GYPSUM WALLBOARD CORNER AT COLUMN A-1 SCALE B NER SUPPLIED ECAST CONC PANEL TE 10 TE 2 DETAIL 2109-45-014 GYPSUM WALLBOARD CORNER CONNECTION AT CONCRETE SCALE B CONC SUBSTRUCTURE NOTE 2 NOTE 10 DETAIL 4109-45-015 GYPSUM WALLBOARD CORNER AT WASHROOM EL 13.00 SCALE B DESIGN ENGINEER DATE A.Z. FRENCH 03-23-12 DESIGN CHECKED BY DATE D. SUTHERLAND 03-23-12 DRAWN BY DATE CREATED A.Z. FRENCH 03-23-12 DRAWING CHECKED BY DATE D. SUTHERLAND 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE MLR SWP PRR P.R. RODRIGUE 03-23-12 PROJECT MANAGER DATE DCOORIDO CORD EN S.M. HART 03-23-12 4 CD I � NOTES: 1. ALL GYPSUM WALLBOARD JOINTS SHALL BE TAPED AND SMOOTH WALL FINISHED. 2. PROVIDE ACOUSTIC SEALANT AT ALL JOINTS AND PENETRATIONS IN ACOUSTIC WALLS PER SUPPLIER'S RECOMMENDATIONS (WT2 AND WT4). 3. ACOUSTIC SEALANT AND RUBBER BACKING ROD SHALL BE APPLIED AT JOINTS IN ALL HOLLOW CORE SLAB JOINTS. 4. INTERIOR WALLS ALONG COLUMN LINE B AND ADJACENT TO COLUMN LINE 4 SHALL HAVE A SOUND TRANSFER COEFFICIENT (STC) RATING OF 55 OR HIGHER. 5. INTERIOR LAVATORY PARTITION AND CEILING ASSEMBLIES SHALL HAVE A SOUND TRANSFER COEFFICIENT (STC) RATING OF 40 OR HIGHER. 6. CEILING ASSEMBLY AT EL 48.25 SHALL HAVE A CEILING ATTENUATION CLASS (CAC) RATING OF 55 OR HIGHER. 7. FOR STRUCTURAL MEZZANINE DETAILS, REFER TO DWG 109-45-045, 046, 047, AND 048. FOR FOUNDATION ANCHOR BOLT DETAIL, REFER TO DWG 109-45-038 AND CONTRACT NO. 7 APPROVED PRE—ENGINEERED BUILDING SHOP DRAWINGS. 8. FOR MECHANICAL DESIGN, REFER TO DWG 109-45-081, 082, 083, AND 084. 9. REFER TO CONTRACT NO. 7 FOR PANEL DIMENSION, PANEL OVERHANG, AND PANEL CONN DETAILS. SEE APPROVED CONTRACT NO. 7 PRE—ENGINEERED BUILDING SHOP DRAWINGS. 10. PROVIDE NEOPRENE RUBBER SHEET BETWEEN THE FRAMING AND THE BUILDING STRUCTURE AT ACOUSTIC CONNECTIONS BETWEEN THE MEZZANINES AND THE TURBINE FLOOR OPEN AREA. ROOM FINISH SCHEDULE ROOM CEILING FLOOR FINISH BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL WAINSCOT NOTES NAME FINISH TURBINE FL / SEALED CONC NONE CONC CONC CONIC CONC NONE UNFINISHED SHOP AREA CONC GYPSUM GYPSUM UNFINISHED FRP ON SOUTH AND WASHROOM SEALED CONC FRP PANEL CONC CONC FRP PANEL WALLBOARD WALLBOARD CONC WEST WALLS ONLY ACCESS UNFINISHED SEALED CONC NONE CONC CONC CONC CONC NONE BAY / MEZZ CONC GYPSUM GYPSUM GYPSUM GYPSUM SUSPENDED LAVATORY SEALED CONC FRP PANEL FRP PANEL WALLBOARD WALLBOARD WALLBOARD WALLBOARD CEILING CONTROL GYPSUM GYPSUM GYPSUM GYPSUM SUSPENDED SEALED CONIC RUBBER BASE NONE RM WALLBOARD WALLBOARD WALLBOARD WALLBOARD CEILING GYPSUM GYPSUM GYPSUM GYPSUM SUSPENDED BREAK RM SEALED CONIC RUBBER BASE NONE WALLBOARD WALLBOARD WALLBOARD WALLBOARD CEILING SENIOR GYPSUM GYPSUM GYPSUM GYPSUM SUSPENDED SEALED CONIC RUBBER BASE NONE OPERATOR WALLBOARD WALLBOARD WALLBOARD WALLBOARD CEILING COMMON GYPSUM GYPSUM GYPSUM GYPSUM SUSPENDED SEALED CONC RUBBER BASE NONE AREA WALLBOARD WALLBOARD WALLBOARD WALLBOARD CEILING NOTE 2 p 2 3 %" STUD TO TERMINATE TO ALLOW WALL TO JOG WT1 AT COLUMN CD I In n� I g O WT2 I DETAIL 3109-45-014 GYPSUM WALLBOARD CORNER AT COLUMN B-1 SCALE B A O TE 9 BBER BASE TRIM DETAIL 2 I BACKER ROD AND SEALANT 107-45-006 (REFERENCE DWG.) FOR STRUCTURAL DETAILS, REFER TO 109-45-045 THROUGH 109-45-048 DETAIL 6109-45-013 GYPSUM WALLBOARD BASE ON CONCRETE CURB SCALE B ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR Q III I. ICI II KNIFE PLATE, CROSS BRACE, AND EDGE OF CONC SLAB INFILL PER CONTRACT No.7 SHOP DRAWINGS RIGID PAPER —BACKED METAL CORNER BEAD AT INSIDE AND OUTSIDE GYPSUM WALLBOARD CORNERS 7� DETAIL 5109-45-014 GYPSUM WALLBOARD CORNER AT COLUMN A-2 SCALE B 0 4 8 FEET SCALE C 8 0 2 4 FEET SCALE B 0 1 2 FEET SCALE A 1„=1,_p„ SEAL, THE NOTATION ALTERED BY , SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION Ilv POWERHOUSE THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCH HATCH ASSOCIATES CONSULTANTS, INC.ARCHITECTURAL INTERIOR ELEVATIONS, INTERIOR DETAILS CITY AND BOROUGH OF SITKA, ALASKA AND ROOM FINISH SCHEDULE DRAWING NUMBER PROJECT No. A BLUE LAKE EXPANSION PROJECT 109-45-053 H332360 EV !C�URRENTR 3 1 2 1 1 SAVED: 04-19-2012 2:08pm By rich220533 II C IN A 1NS1 D CURRENT REV E C C L: A cm ti O -g � NIA CV Lo O 0 N Lf7 N O M r o w Lu z O w J JI ARCHITECTURAL CIVIL LIGHT FIXTURE ABOVE STAIR LANDING, SEE DWG 109-45-131 PARTIAL CEILING PLAN ABOVE FLOOR EL 13.00 5 1 CEILING PLAN ABOVE FLOOR EL 27.00 LIGHT FIXTURE ABOVE STAIR LANDING, SEE DWG 109-45-131 I T I 03-26-12 VANISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS ELECTRICAL MECHANICAL GEOTECHNICAL 6 B T 2 T 4 5 BREAK ROOM CONTROL ROOM EL 27.00 EL 27.00 CEILING HT = EL 36.12 CEILING HT = EL 36.12 MATERIAL: ACOUSTIC PANEL MATERIAL: ACOUSTIC PANEL e e e e e e e e a EL 27.00 1����1 :I::::::: :::::::: ■■■■■■■. ■■■■■■■. I .T. ,.. I■■-■I�■�■-■■■■■■!-■ �TMATERIAL /1 GYPSUM MEZZANINE CEILING PLAN (NOTE 3) ABOVE FLOOR EL 27.00 • 11 • 11 11 11 rii���i iG �� J w■ � i �� �i■■■■■■■I ■■■LJ■■■■■■■■■■■,■i ........ ........ ............... ........ ........ ........ ....... r 0 ON ■■■■■■■■�■■■■■■■■■■■■■■■ ON iliiiiii■ iiiiiiii■ iiiiii011 ■ ■ iiiliiii■11111 iiiiiiii■■iiiiiiii■iiiiiii,■■ .MEZZANINE CEILING PLAN (NOTE 3) ABOVE FLOOR EL 39.00 DESIGN ENGINEER DATE A.Z. FRENCH 03-23-12 ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE TING UNDERCT EECTS DIRECTIONTOFION ACT" (ALASKA OR IS A LCENSEDSTATUTE 'AS 08.48') MAY PROFESSIONALL ENGINEER. NGTHEEA ALTERING BY NGINNEERRANY PERSON, SHALL AFFIX TOUTHESS HTEMEIS THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. DESIGN CHECKED BY DATE D. SUTHERLAND 03-23-12 DRAWN BY DATE CREATED A.Z. FRENCH 03-23-12 '" 0 HATCH HATCH ASSOCIATES CONSULTANTS, INC. DRAWING CHECKED BY DATE D. SUTHERLAND 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR BLUE LAKE EX PAN S I O N PROJECT PROJECT MANAGER DATE S.M. HART 03-23-12 `,A RIDG COORD LNGR 5 1 4 3 2 NOTES: 1. FOR WIRING SWITCHING, AND ADDITIONAL LIGHTING INFORMATION, REFER TO DWG. 109-45-131 THROUGH 109-45-134. 2. FOR ADDITIONAL HEATING AND VENTILATION INFORMATION, REFER TO DWG. 109-45-082 THROUGH 109-45-084. 3. FOR TYPICAL SUSPENDED CEILING GRID, REFER TO DWG 109-45-051. 4. FOR ELECTRICAL SYMBOL LEGEND, REFER TO DWG. 109-45-130. 5. FOR MECHANICAL SYMBOL LEGEND, REFER TO DWG. 109-45-083. 0 8 16 FEET SCALE y"-,'—D s POWERHOUSE ARCHITECTURAL REFLECTED CEILING PLANS DRAWING NUMBER 109-45-054 PROJECT No. A\ H332360 CURRENT 1 EV SAVED: 03-26-2012 2:07pm By fren65809 E I C A N N N O N CD O LIJ CD O N N N O N CD O LIJ CD O E C C ANSI D NB N 0 UNITS g IPERIMETER TRENCH HP EL 12.83 (TYP) A c cn N CD CV co r � o n N � � T ow o z o w J EL m ARCHITECTURAL SANITARY LIFT STATION REFER TO DRAWING 109-45-068 i w r u r\ i PUMP DISCHARGE LINES (2) 2" PSAN SUMP W/SINGLE CHAMBER OIL SPILL DRAIN SHUT OFF (REFER OIL SEPARAIUR PIT (BELOW) 413 109-45-065 04-20-12 VA ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 6 5 PLAN EL 13.00/27.00 SCALE A D.A. MARTIN 03-23-12 DESIGN CHECKED BY DATE P.R. RODRIGUE 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE D.A. MARTIN 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR PROJECT MANAGER DATE S.M. HART 03-23-12 DRAFTING O COOR C ENGR U TRANSFORMER CONTAINMENT VAULT (REFER TO DWG 109-45-041) NOTES: 1. REFER TO GENERAL ARRANGEMENT DRAWING 109-45-015 FOR ADDITIONAL INFORMATION. 2. DRAWING SHOWS EQUIPMENT LOCATION AND PIPE ROUTING. REFER TO SCHEMATIC DRAWINGS 109-45-061 AND 109-45-062 E FOR ADDITIONAL INFORMATION. 3. COORDINATE PIPE ROUTING WITH BUILDING O FEATURES AND OTHER TRADES TO AVOID INTERFERENCES. .,� 6" O DRYER VENT _ (SEE NOTE 4) T.O. DRAIN EL 12.98 � I SAN ITARY 10'-10" CLEAN —OUT FD-3 o I r I 'D-4 HUB I, DRAIN I I I o r FD-3 IFFI r I CD I I I of o -�1 I ACCESS BAY �I FLOOR EL 27.00 I FD-4 j I FD-3 LP OF DRAIN I EL 26.83 (TYP) J ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCH HATCH ASSOCIATES CONSULTANTS, INC CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 4. ROUTE AND INSTALL DRYER VENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. DUCTING SHALL BE RIGID METAL AND VENT SHALL BE BOX HOOD TYPE. MAKE OFFSETS WITH 45 DEGREE BENDS AS MUCH AS POSSIBLE TO REDUCE PRESSURE DROP. C LEGEND C.O. CLEAN OUT C GENERAL FLOOR DRAIN (FD) ® MEDIUM DUTY FLOOR DRAIN (FD-2) FE-11 EXTRA —HEAVY FLOOR DRAIN (FD-3) ® PERIMTER TRENCH DROP INLET (FD-4) C SUMP VENT WITH SLOTTED AND SOILD COVERS (SV) EMBEDDED AND BURIED PIPE ABOVEGROUND PIPING FLEX —RING JOINT PIPE COUPLING OIL SPILL DRAIN SHUT—OFF HP HIGH POINT D J 109-45-066 0 8 16 FEET SCALE is"=1'-0„ POWERHOUSE STATION AND SANITARY DRAINAGE SYSTEM PLAN EL 13.00/27.00 DRAWING NUMBER 109-45-063 PROJECT No. FV�. H332360 CUR 1 SAVED: 04-19-2012 2:35pm By rich220533 C A m N CV O N CD O LIJ CD O W CV N O CV O i V O W CD J W ANSI D 8 7 6 A CURRENT REV O O O I I I I��II II 3" O VENT THRU WALL (NOTE 4) II II T.O. CONC (ROOF) 1 Y4"O VENT D EL 48.25 LADDER TO I I FROM BREAD' 4" 0 VENT FROM EL 48.25 I I R00 II LIFT STATION NOT SHOWN II 0 SENIOR OPERATOR'S COMMON AREA I I T.O. CONC FL EL 39.00 OFFICE (BEYOND) (BEYOND) t FF FROM BREAK I I CONTROL RM INTERIOR STAIRCASE ROOM DRAINS II (BEYOND) TOWER NOT SHOWN II T.O. CONC �i EE 3"O PDRI II 6'EL 28.00 0 I I I 6" 0 VENT T.O. CONC FL BREAK RM 4" 0 PDR EL 27.00 (BEYOND) I II 40 c ►w 0 r= cD �QCD � N CD 0 o N V co') � �i T CDw z o w __j J o__= TURBINE FL EL 13.00 B.O. CONC EL 10.00 (NOTE 2) DRAFT TUBE 5 NOTES: 1. REFER TO DRAWINGS 109-45-061 THRU 109-45-065 FOR ADDITIONAL INFORMATION. 2. REFER TO DRAWING 109-45-063 FOR NOTES AND LEGEND. 3. REFER TO DWG. 109-45-019 FOR CIVIL/STRUCTURAL THROUGH BUILDING 4. REFER TO DWG. 109-45-062 FOR ADDITIONAL VENT INFORMATION ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 'I II UNITS, RAILINGS NOT SHOWN (TYP) II SUMP ACCESS I COVER AND SHAFT -- I--�--� � �__ CLEAN-O T -f I -- I I I — TO SAN ITARY I LIFT STATIONIL 8" 0 SUMP VENT 3„0 DR c�— I-- I EL 7.0 r It I DT CEILINd EL VARIES 6'I0 PR FROM S RA/INER HUB DRAIN I \ I I PUMP SUMP I/ (PUMPS NOT SHOWN) I EL 0.0 TYP EL--.O DT FL EL VARIES I B.O. CONC EL -6.00 5 T N uu nu TIF-- 4 01 3 0 -i I O SAN 3"I op SAN WASHROOM EOM LAVATOR (BEYOND) PIT ACCESS E FOR PIT TY) I o COVER AND SHAFT = FROM WASHROOM I �I PI�—EU R E 13.50 TYP) Ic.All i i 8" 0 SUMP VENT I I I L DR FROM UNIT 3 I B.O. CONC EL 7.0 IF VALVE PIT I EL 7.00 DT CEILIN EL VARIES 4" 0 DR --o—� (NOTE 2) II 4" 0 DR FROM \ Ii UNIT 5 VALVE PIT III 4" 0 DR FROM I EL 0.0 P III UNIT 4 VALVE PIT � \ DT FL E VARIES EL —3.0 B.O. CONC EL VARIES B.O. CONC EL —6.00 / SLOPE Y8"PER I E W. —8 00 (BEYOND) INVEL-4.25 FT(�P) OIL L� J SEPARATOR PIT B.O. CONC (BEYOND) -4 I NV EL —4.09 _ J EL —1 1.00 DRAFT TUBE 4 DRAFT TUBE 3 SECTION D—D 109-45-063 AND 109-45-064 LONGITUDINAL POWERHOUSE �C:ALE A 04-20-12 VAN ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 DESIGN ENGINEER DATE D.A. MARTIN 03-23-12 DESIGN CHECKED BY DATE P.R. RODRIGUE 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE D.A. MARTIN 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR PROJECT MANAGER DATE S.M. HART 03-23-12 DIOR�ER°CORD O R 5 1 4 2 B.O. CONC ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. HATCH HATCH ASSOCIATES CONSULTANTS, INC. -0 CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 T.O. CRANE RAIL T.O. CONC. PIER AND PERIMETER CURB EL 28.00 B.O. CONC EL 26.00 0 8 16 FEET SCALE A POWERHOUSE STATION AND SANITARY DRAINAGE SYSTEMS LONGITUDINAL SECTION DRAWING NUMBER 109-45-066 PROJECT No. A\ H332360 GURERIEN 1 SAVED: 04-19-2012 3:17pm By rich220533 E C F r ►_a Q ti N CV O N N O L.LJ J d W CV CV N O CV O i V O W CD J W r co 0 N O N N CV CYD LU O J r co 0 N O N N CV CYD LU O J Q 00 O N O N O L.LJ J d L 11 c 11 Co LO o -o TIC N ti r � 0 N Ln o a, N p -:r r CDw o z o w J J m O UNITS o -- D L m W ARCHITECTURAL I CIVIL ELECTRICAL I MECHANICAL 7 UNIT 5 T fJI/11VV I II L I VI\ TAILWATER LEVEL SENSOR (TYP 3 PLACES) GEOTECHNICAL UNIT 4 STRAINER STATION (REFER TO DW . 1-45-078)1 DETAIL 1 `T w 131r%114V r lr L 4" 0 DRAINAGE SUMP DISCHARGE PIPE 3" O DRAINAGE SUMP DISCHARGE PIPE 04-20-12 VAN ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS 6 5 5 u PLAN EL 13.00 SCALE A 4" 0 STAND PIPE DESIGN ENGINEER DATE D.A. MARTIN 03-23-12 DESIGN CHECKED BY DATE P.R. RODRIGUE 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE D.A. MARTIN 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR PROJECT MANAGER DATE S.M. HART 03-23-12 °CORD CRRD EN�R 2 0 V VV/11 Er\ rUlVlr uEur\ I 2 I NOTES: 1. REFER TO GENERAL ARRANGEMENT DRAWING 109-45-015 FOR ADDITIONAL INFORMATION. 2. DRAWING SHOWS GENERAL EQUIPMENT OLOCATIONS AND PIPING ROUTING. NOT ALL 9 PIPE SIZES ARE SHOWN. REFER TO 3/4" 0 CA UP DRAWINGS 109-45-071, 109-45-072 AND E TO ACCESS BAY 109-45-073 FOR ADDITIONAL INFORMATION. 6" 0 DRYER VENT (UP PENSTOCK 1%2" SW-2 P TO/AC CE BAY 11L01uW UN _ TO/ACCESS BAY 0 4" 0 CW EL 25.5f5 bl ROUTE AUTOMATIC BLOWDOWN TO HUB DRAIN -UNITS OUTLINE OF POWERHOUSE (ABOVE) T %4" O CA UP TO RAW WATER PUMP DECK 3. PIPE ROUTING SHOWN IS SCHEMATICALLY. COORDINATE ROUTING WITH CABLE TRAYS AND UNIT HEATERS AS WELL AS OTHER TRADES TO MINIMIZE INTERFERENCES. — ROUTE PIPING AS HIGH AS POSSIBLE (MIN. 8' ABOVE FLOOR). — WHERE 8' CANNOT BE MAINTAINED, ROUTE PIPES VERTICALLY ALONG WALL AS HIGH AS POSSIBLE. 4. MINIMUM COMPRESSOR CLEARANCES — FRONT: 42" — BACK: 6" — SIDES: 18" 5. FOR TYPICAL PIPE SUPPORT AT BEAM, REFER TO DWG 109-90-012. C 6. FURNISHED UNDER CONTRACT No.1, INSTALLED UNDER CONTRACT No.9. LEGEND FUTURE CONNECTION IFRL FILTER/REGULATOR/LUBRICATOR (COMPRESSED AIR) HS HOSE STATION (1Y" WASHDOWN HOSE AND %4" HOSE BIBB) 0E HOSE BIBB WITH DETATCHABLE BACKFLOW PREVENTER (WATTS EA) FH FIRE HOSE (CW) • PLUMBING EQUIPMENT CONNECTION C (INCLUDING SHUT—OFF VALVE) TM THERMOSTATIC MIXING VALVE PIPING BELOW 27.0 FLOOR PIPING ABOVE 27.0' FLOOR D .t 109-45-076 0 8 1 � FEET SCALE A is"=l'-0„ ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN POWERHOUSE THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCH = HATCH ASSOCIATES CONSULTANTS, INC. SERVICE/POTABLE WATER AND COMPRESSED AIR PLAN EL 13.00 CITY AND BOROUGH OF SITKA, ALASKA DRAWING NUMBER PROJECT No. A BLUE LAKE EXPANSION PROJECT 109-45-074 H332360 1!!c�,RRENT 3 1 2 1 1 SAVED: 04-20-2012 10:53am By rich220533 11 NOTES N 1. REFER TO GENERAL ARRANGEMENT DRAWING 109-45-014 AND SCHEMATIC DRAWING 109-45-073 FOR ADDITIONAL INFORMATION. 2. MAINTAIN THE FOLLOWING CLEARANCES E O 2 O O O O O O 10 N C O m A UNITS D t c � N ti r � 0 N Ln o M N p � r ow o z CDw J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 04-20-12 VAN ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS 6 1y4"0 HW 2"0 SLEEVE -- r )/2„ 0 CW CONTINUED DWG 109-45-074 MEZZANINE FL EL 27.00 ,Y2" O HW DOWN FROM EL 19.0 y2„ O HW 3" O CA TO INTAKE SCREEN AIR BACKWASH (109-45-093) PLAN EL 27.0 SCALE A DESIGN ENGINEER DATE D.A. MARTIN 03-23-12 DESIGN CHECKED BY DATE P.R. RODRIGUE 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE D.A. MARTIN 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 PROJECT ENGINEER DATE MLR SWP PRR P.R. RODRIGUE 03-23-12 PROJECT MANAGER DATE )RAFTING COORD ENCR S.M. HART 03-23-12 u 6 %" o CA 4" CW FROM AROUND BACKFLOW PREVENTER ASSEMBLY: MUNICIPAL O - 18" MINIMUM BETWEEN BOTTOM OF THE E WATER SUPPLY RELIEF VALVE AND THE FLOOR (EL 22.0 f) - 12" MINIMUM CLEAR ABOVE REFER TO DWG - 30" MINIMUM CLEAR IN FRONT 109-45-003 I - 8" MINIMUM CLEAR TO BACK \ - 30" MINIMUM/60" MAXIMUM FROM FLOOR TO CENTERLINE RPZ-1 (NOTE 2) CON745-074 D DWG 1 � I 8" PVC DRAIN II AND �AP VALVE I ACCESS BAY EL 27.00 REFER TO DWG 109-45-093 LEGEND REFER TO DRAWING 109-45-074 D J 109-45-076 C 10 11 Y 1 0 8 16 FEET SCALE A is =1'—O„ ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND A LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. POWERHOUSE SERVICE/POTABLE WATER AND COMPRESSED AIR 0 HATCH = HATCH ASSOCIATES CONSULTANTS, INC. PLAN EL 27.00 CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT DRAWING NUMBER 109-45-075 PROJECT No. A H332360 CURRENT 3 1 2 1 1 SAVED: 04-20-2012 9:44am By rich220533 2 INT 0 (D 0 0 0 (D E F11_11 T.O. CRANE RAIL I T.O. CONIC (ROOF) D EL 48.25 LADDER TO I I II EL 48.25 NOT SHOWN 0 T.O. CONIC FL SENIOR OPERATOR'S III I COMMON AREA EL 39.00 OFFICE (BEYOND) (BEYOND) I I I I INTERIOR STAIRCASE TOWER NOT SHOWN BREAK RM // (BEYOND) T.O. CONIC EL 28.00 ° %2 F] T.O. CONIC FL � "O HW I II I CONTROL RM I EL 27.00 Y2" O CW (BEYOND) 1CA_ _ 2" o SW �2" 0 SW NOTE 2( P) 3/4" 0 HW 114"O SW-2 �1Y2"� SW-2 1y2" O CA 2„0 SW,4» S 4 1y2" O CA 1� "� CA R 1y2„ 0 CW F /4 SW-2 o R �44"O C IN 11 F c A TURBINE FL EL 13.00 CV p N � rlco N ti r p p N Ln p p N p -:r r p w o z O w J J ARCHITECTURAL L C.O. 4" 0 STAND PIPE FOR I / TAILWATER LEVEL SENS (FOREGROUND) (TYP 3 PLACES) ' L TRE_NCH (TYF?�=/ � J DRAFT TUBE 5 CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 3/4" 0 HW WH-2 if if -'X PIPING IN 1 LAVATO RY NOT SHOWN 11/4" 0 CW all I. -owl REGULATOR - G N RAT R �S •--s STATION STRJINES 1 0 SW , f It ; - - TRAI N ER SW TO UNIT 5 (NOTE 3) I STATION 4 "0 SW F UNITS, RAILINGS, PENSTOCK \ PENSTOCKS NOT SHOWN L--J / -- - DRAFT TUBE 4 DRAFT TUBE 3 SECTION D—D 109-45-074 AND 109-45-075 LONGITUDINAL POWERHOUSE SCALE A DESIGN ENGINEER DATE D.A. MARTIN 03-23-12 DESIGN CHECKED BY DATE P.R. RODRIGUE 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE D.A. MARTIN 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 04-20-12/A\ ISSUED FOR BID MLR SWP PRR PROJECT MANAGER DATE S.M. HART 03-23-12 DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFTING COORD CRIME PRIME ENGRPROJ ENGR 6 1 5 14 3/4" O HW HOSE BIBB ED PIPING IN WASHROOM NOT SHOWN Q 1y2" 0 CA 3" O SW-2 RCV-1 LAVATORY, SHOWER AND LAUNDRY ROOM (BEYOND) 3" O CA TO RAW WATER PUMP DECK — SW TO UNIT 3 (NOTE 3) 4 "0 SW FROM PENS r K 3 0 I*] OVERHEAD DOOR (BEYOND) F R H F 3/4"OCA L S H 1y " O CW 1y " O SW -2 ACCESS BAY FL EL 27.00 3/4" O CW HOSE BIBB INTERIOR STAIRCASE TOWER NOT SHOWN 3/4" O CW TO RAW IRII WATER PUMP DECK 3/4" O CA TO RAW WATER PUMP DECK T.O. CONC. PIER AND PERIMETER CURB EL 28.00 B.O. CONIC EL 26.00 NOTES: 1. NOT ALL VALVES OR LINE SIZES SHOWN. REFER TO DRAWINGS 109-45-071, 109-45-072 AND 109-45-073 FOR ADDITIONAL INFORMATION. 2. LINES SHOWN VERTICAL FOR CLARITY. REFER TO NOTE 3, DRAWING 109-45-074 FOR ADDITIONAL INFORMATION ON PIPE ROUTING. 3. FURNISHED UNDER CONTRACT No.1, INSTALLED UNDER CONTRACT No.9. LEGEND REFER TO DRAWING 109-45-074 0 8 16 FEET SCALE A is"=1'-0„ L C Cf' ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND A LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN POWERHOUSE THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCH HATCH ASSOCIATES CONSULTANTS, INC. SERVICE POTABLE WATER AND COMPRESSED AIR LONGITUDINAL SECTION CITY AND BOROUGH OF SITKA, ALASKA /A\ BLUE LAKE EXPANSION PROJECT DRAWING NUMBER PROJECT No. 1 09 — 45 — 07 6 H332360 CURRRENT 3 1 2 1 1 SAVED: 04-20-2012 11:22am By rich220533 V+ 0a L 11 c IN PENSTOCK POWERHOUSE WALL i — — — — — — — — — — / / ' �V V-111W V-106W-118W V-119W V-116W V-117W' __ V-107W GENERATOR V-120W STRAINERS (NOTE 3) 0 0 0 0 / 0 0 0 o / o 0 o O � 0 0 A / / 000 � V-103W 000 r/l A / /V-1 13W STR-2 V-1 15W STR-1 W ;I /-- --� STATION R P LAN EL 13.0 PIPE TRENCH SCALE A TO UNIT 4 EL. FURNISHED UNDE INSTALLED UNDER 75 ¢" CV N � N ti r p o N Ln o p N p � r p LL o z o w J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 04-20-12 VAN ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS 6 DESIGN ENGINEER DATE D.A. MARTIN 03-23-12 DESIGN CHECKED BY DATE P.R. RODRIGUE 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE D.A. MARTIN 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR PROJECT MANAGER DATE S.M. HART 03-23-12 °CORD CRRD EN�R 5 4 NOTES: 1. REFER TO DRAWINGS 109-45-015 AND 109-45-071 FOR ADDITIONAL INFORMATION. ALSO, REFER TO REFERENCE DOCUMENTS (GILKES DRAWINGS) FOR GENERATOR STRAINERS. 2. REFER TO SPECIFICATION 15300 FOR PIPING MATERIALS. 3. GENERATOR STRAINERS PROVIDED UNDER CONTRACT No.1. ALL PIPING, E VALVES AND INSTALLATION ARE IN CONTRACT No.9. 4. REFER TO DRAWING 109-45-074 FOR ADDITIONAL INFORMATION AT FLOOR PLAN EL 13.0. LEGEND: PS — PRESSURE SWITCH STIR — STRAINER BWS — BACKWASH PIPING 0 2 � FEET SCALE A 4 "=l'-0„ ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN POWERHOUSE THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCH = HATCH ASSOCIATES CONSULTANTS, INC. STRAINER STATIONS PLAN AND SECTION CITY AND BOROUGH OF SITKA, ALASKA DRAWING NUMBER PROJECT No. A BLUE LAKE EXPANSION PROJECT 109-45-078 H332360 [clRREk EV 3 1 2 1 1 SAVED: 04-20-2012 9:22am By rich220533 C Cf' I� L 0 C ►1 N � T� T 16' CV ti r p p N Ln p p N p CD O L.LI 75 o z O w J J NOTES: 1. UNLESS OTHERWISE NOTED, ALL TUBING, PIPING AND VALVES SHOWN ON THIS DRAWING SHALL BE FURNISHED UNDER CONTRACT No.1 AND INSTALLED UNDER CONTRACT No.9. 3" AUTOMATIC DRAIN VALVE IS BY OWNER AND INSTALLED BY CONTRACTOR. PIPING AS SHOWN IS PRELIMINARY. REFER TO REFERENCE DOCUMENTS (GILKES DRAWINGS). 2. THIS DRAWING SHOWS GENERAL ROUTING OF PIPING. REFER TO REFERENCE DOCUMENTS (GILKES DRAWINGS) FOR ADDITIONAL INFORMATION. 3. MAX SUPPORT SPACING: 5-0". ARCHITECTURAL I CIVIL I ELECTRICAL I MECHANICAL I GEOTECHNICAL I - 5 0 FLYWHEEL GENERATOR SERVICE WATER (SW) GUIDE/THRUST GUIDE BEARING EXCITER BRAKE BEARING DRAIN (DR) O - 0 1/2" O D SS TUBING SUPPORTS WATERTIGHT L TYP (NOTE 3) CLOSURE PLATE t! 2"OD SS TO GENERATOR BRAKES YYI I Fl I Ur UIT L)R/-\r I I UDL SUPPORT TYP (NOTE 2) 3 TURBINE 2 0:L1aaI1110.1mto] 10 (2) y2"OD SS 11H -TO BYPASS VALVE — ACTUATOR (2) 3/4"OD SS TO 0 I TURBINE 0 oSERVOMOTOR 0 0 0 4" 0 DRAIN FROM 0 SPIRAL CASE 0 0 2"0 MANUAL DRAIN (V-124W) HUB DRAIN 3" 0 AUTOMATIC BALL VALVE (BY OWNER) TERMINATE DRAIN LINE F WITH TOP OF DRAFT TUE SECTION A -A SCALE A SECTION B-B SCALE A 1 rnrAln 101 BALL VALVE DRAFT TUBE 3" AUTOMATIC BALL VALVE ELBOW 1 1 (BY OWNER) E UNIT � EL 15.143 (5) y" OD SS (2) Y4" OD SS -DM HPU 3" O DRAIN TO DRAFT TUBE DESIGN ENGINEER DATE C.W. MAY 03-23-12 ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. DESIGN CHECKED BY DATE J.R. MONIN 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 HATCH ASSOCIA TES CONSULTANTS, INC. 0 HATCH DRAWING CHECKED BY DATE C.W. MAY 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 04-20-12/A\ ISSUED FOR BID MLR SWP PRR BLUE LAKE EXPANSION PROJECT PROJECT MANAGER DATE S.M. HART 03-23-12 DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFTING COORD PRIME COORD PROJ ENGR ENGR 6 5 4 3 2 SPIRAL CASE (2) )/" OD SS FROM HPU 3 EL -2.00 DRAFT TUBE I VALVE PIT 40 V-124W OIL Y SCHEMATIC SPIRAL CASE DRAIN NOT TO SCALE 0 4 8 FEET SCALE A POWERHOUSE SPIRAL CASE DRAIN AND HPU PIPING PLAN, SECTIONS AND DETAILS - TYPICAL DRAWING NUMBER 109-45-079 PROJECT No. Kc, � H332360 NT 1 SAVED: 04-20-2012 11:27am By rich220533 C Cf' ►� N CV O N N O L.LJ J d r-1 7 E O O O UNIT 5 I I I I 11 m O OITS .1 m A �J UH-4 (BOT EL 22.0f) I FE-1 SHOP AR A EL 13.00 I I I EL 21.00 .`" I UH-5 — (BOT EL 2,0.25 — I I I II I TURBINE FL EL 13.00 II UH-6 (BOT EL 2) 25) FE— DRAFT TUBE 5 N � � N N 00 O 0 N 0 6) N C � T ow o z CDw J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL — 6 I 5 O O UNIT 4 P NSTOCK / I UH-3 U (BOT L 22 ® I TURBINE FL EL 13.00 HPU I UNIT 4 L 4 I 0 ««« I IN U NERATOR — I UklT 4 / II RBINE FL L 13.00 UH-7 (BOT EL 21 �0) r DRAFT TUBE 4 04-20-12 VAN ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS 6 0 3 O O F1 l� UNI 3 PENSTOCK / 6" O DUCT UP 3' 3' HEATER F-2 UP H 2 F.D. SHOWER i 1I I WASIjR0 M EL 22:'0 ) -------�-1� EL 13.00 Y LANDINGI 'F T UH EL 17.67 I (BO E 1.0 JbN /,\E:cAt] �cc / W Sir I I 0 ® i I TG-6 i (D-11 UNIT UH-9 (BOT E L 22.0f;l I I «««« ««« T ME t UH-8 (BOT EL DRAFT TUBE 3 PLAN EL 13.00 SCALE A DESIGN ENGINEER DATE D.A. MARTIN 03-23-12 DESIGN CHECKED BY DATE E.J. DAW 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE D.A. MARTIN 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 PROJECT ENGINEER DATE MLR SWP PRR P.R. RODRIGUE 03-23-12 PROJECT MANAGER DATE DRAFTING COORD EN�R S.M. HART 03-23-12 u 2 NOTES: 1. REFER TO GENERAL ARRANGEMENT DRAWING 109-45-015 FOR ADDITIONAL INFORMATION. LEGEND REFER TO DRAWING 109-45-081 6"0 DRYER � PENSTOCK VENT (UP) / LANDING TEL 21.00 ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. HATCH HATCH ASSOCIATES CONSULTANTS, INC. -0 CITY AND BOROUGH OF SITKA, ALASKA OUTLINE OF I POWERHOUSEI 0 8 16 FEET SCALE A is"=l'-0„ POWERHOUSE HEATING AND VENTILATION PLAN EL 13.00 DRAWING NUMBER BLUE LAKE EXPANSION PROJECT 109-45-082 3 1 2 PROJECT No. A\ H332360 Kc-uR7- 1 EV SAVED: 04-20-2012 9:26am By rich220533 L C C« rk ►� 7A ANSI D 8 7 6 5 4 CURRENT REV N E O T O O O (D O I REFER TO DETAIL A R-1 r A I ON DWG.109-45-084 (TYPICAL) T.O. PERIMETER CURB MANUAL PULL I I I I — DFr)l IKInAKIT FI ?R nn 7 � LV-8 I LV-15 RANGE EXHAUST DUCT (7 0 C 0 0 0 Q LV-14 - AHU-1 - UNITS LV-1A LV-1 B LV-5 Qcm N � coM N co r O 0 N L.C3 o ' CV 67 � T ow L¢ z o w J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - V/ \I 11 I L I V V I\ I I V L PANEL (TYP OF 3) 04-20-12 ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS 6 - - 0 0 �- 0 0 FE-4 EYE' WASH REDUNDANT STATION CHARGERS a�\ EL 27.0 SCALE A UH-12 (BOT EL 35.0±) 120 VOLT DC BATTERY BANK DECK FOR RAW WATER SUPPLY PUMPS BY OTHERS DESIGN ENGINEER DATE D.A. MARTIN 03-23-12 DESIGN CHECKED BY DATE E.J. DAW 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE D.A. MARTIN 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR PROJECT MANAGER DATE S.M. HART 03-23-12 DCO RAFOR PRIME COORD PROJ ENGR 5 4 3 I 2 I 1 NOTES: 1. REFER TO GENERAL ARRANGEMENT DRAWING 109-45-014 AND SCHEMATIC DRAWING 109-45-081 FOR ADDITIONAL INFORMATION. 2. REFER TO DRAWING 109-45-081 FOR DAMPER CONTROLS. O O LEGEND REFER TO DRAWING 109-45-081 I F E-4 I i / LJ I � ' I ITT -I - UH-11 0 (BOT EL 35.0±),, D-2A \ ACCESS BAY EL 27.00 I � UNITS '\ I/ D-2B UH-10 (BOT EL 35.0±) ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. HATCH HATCH ASSOCIATES CONSULTANTS, INC. -R CITY AND BOROUGH OF SITKA, ALASKA LV-2A LV-2B .&1\5. 0 FE T.O. PERIMETER I CURB E C If r 0 8 16 FEET SCALE A A POWERHOUSE HEATING AND VENTILATION PLAN EL 27.00 BLUE LAKE EXPANSION PROJECT DRAWING NUMBER 109-45-083 3 1 2 PROJECT No. A H332360 GDR 1 SAVED: 04-20-2012_8:29am By suth64534 Q 00 W N O N O N O LU W C) O J W ANSI D 8 I 7 I 6 I 5 I 4 3 2 I 1 L D 00 C Q N � 0� Nlco r O o N Ln CV C ,'I- C:) o w o z o w J J KUUUH UF'ENINU INTERIOR ELEVATION OPENING 8c HSS 7'-11%4" (TYP) HSS 6"x4"x1/4" (GALV) NOTE 3 PERIMETER FLANGE 3 3 " LOUVER l6 716 LOUVER Qw wZ Q ci I y4" CONCRETE SCREW (SELF DRILLING SCREW ON LOUVER) LOUVER FACE TC—u4b SHIM AS REV 3„ \—�GALV. PL 1 /4", - SECTION C-C SCALE B ARCHITECTURAL I CIVIL I ELECTRICAL I MECHANICAL I GEOTECHNICAL SEAL WELD SCALE A 1 8" 1" 1" 1" 2/4" DETAIL 1 SCALE C BRANAM 1/4-20 UNC FULL THREAD ARC STUD (1%4" LG) GALV. PL y4" y4" SET SCREW (TYP) QUAIL 1 SCALE C DESIGN ENGINEER DATE S.W. PERKINS O4-19-12 DESIGN CHECKED BY DATE D.A. MARTIN 04-19 -12 DRAWN BY DATE CREATED M.D. ISHMAN 04-19-12 DRAWING CHECKED BY DATE D.A. MARTIN 04-19 -12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 04-19-12 PROJECT ENGINEER DATE P.R. RODRIGUE 04-19-12 04-20-12ISSUED /A\ FOR BID MDI SWP PRR PROJECT MANAGER DATE S.M. HART 04-19 —12 DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFTINCOORD wRN PRIMERIME PROJ ENGRRM — 6 5 4 -1 B) (-2B) I I i I •-• m m N � O � J I J o I � � F- Q N I O I I w > = o0 OJ O I 00 00 NOTES: 1. REFER TO DRAWING 109-45-081 FOR ADDITIONAL LOUVER INFORMATION. 2. FILL VOID WITH FOAM INSULATION ALL AROUND LOUVER FRAME. 3. THE HSS 6x4 AND THE y4 INCH PLATES SHALL BE GALVANIZED AFTER FABRICATION. - 6" EXTERIOR PRECAST INTERIOR PANEL SEALANT AND BACKER ROD SHIM AS REQ'D SEALANT PERIMETER FLANGE `V �REW u4b LOUVER LOUVER DETAIL 2 N GALV. PL Y4" SHIM AS REQ'D SHIM AS REQ'D - GALV. PL y4" N PERIMETER FLANGE SEALANT `V NONCOMPRESSIBLE DEAD LOAD SHIM -- SEALANT AND BACKER ROD 6" EXTERIOR PRECAST INTERIOR PANEL SECTION A -A SCALE B 7" y y 6" EXTERIOR PRECAST INTERIOR PANEL 6" EXTERIOR PRECAST INTERIOR PANEL SECTION B-B SCALE B C—u4b PL y4" P L y4" 0 3" 6" SCALE C 0 6" 1 FOOT SCALE B 3"=1'-0" DETAI L 3 0 1 2 FEET SCALE C SCALE A ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN POWERHOUSE THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCHTm HATCH ASSOCIATES CONSULTANTS, INC. HEATING AND VENTILATION LV-1 A, LV-1 B, LV-2A, LV-213 LOUVER DETAILS CITY AND BOROUGH OF SITKA, ALASKA DRAWING NUMBER PROJECT No. A BLUE LAKE EXPANSION PROJECT 109-45-085 H332360 21RR k 3 2 1 SAVED: 04-24-2012 3:26pm By rich220533 L C If 11 ANSI D 8 7 V 0 V+ L ILI 11 PLAN SCALE A 1 I1 1 ri rvini r BLDG WALL PANEL T.O. GENERATOR C EXHAUST DUCT EL 39.00 Q ¢� L Lp 00 CV co r � 0 N Ln o a, N p � r CDw o z o w J J ARCHITECTURAL CIVIL L3x3x%2 (T ALL AROU� 8'Hx6'W LOUVER B.O. GENERATOR EXHAUST DUCT EL 31.00 T.O. CONIC EL 28.00 ELECTRICAL MECHANICAL GEOTECHNICAL ELEVATION A -A SCALE A 04-20-12 VAN ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS 6 5 DESIGN ENGINEER DATE T. POE 03-23-12 DESIGN CHECKED BY DATE D.A. MARTIN 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE D.A. MARTIN 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR P.R. RODRIGUE 03-23-12 PROJECT MANAGER DATE RD CRRD EN�R IS.M. HART 03-23-12 2 )/2"DIA BOLTS (NOTE 2) 5'-0%" 8 QUAIL 1 TYPICAL FLANGE CONNECTION SCALE B 2 NOTES: ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCH HATCH ASSOCIATES CONSULTANTS, INC CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 2 TURBINE —GENERATOR EQUIPMENT BASED ON GILKES DRAWING "F 2; REV 7; DATED 05/12/201 1. )NS TO MATCH GENERATOR EXHAUST DUCT FER TO CONTRACT No.1 GENERATOR DRAWINGS. 'RICTED, FULL OPENING DUCT AT CONNECTING DUCT ARRANGEMENT AND DETAILS, AS REQUIRED ,ENERATOR VENDOR DRAWINGS. E FICATION SECTION 15800 AND DRAWING IR DAMPER CONTROLS. FICATION SECTION 15800 FOR DUCTWORK, CTORS, OPENING AND MOUNTING. BUST DUCT TO BE FABRICATED FROM 3/6" ASTM ING. READER BAR WHEN HOISTING. NG 109-45-087 FOR EXHAUST DUCT SUPPORT ESTIMATED WEIGHT: TRANSITION ELBOW = 3800LB HORIZONTAL LENGTH = 3100LB 0 1 2 FEET SCALE B 0 4 8 FEET SCALE A POWERHOUSE HEATING AND VENTILATION GENERATOR EXHAUST DUCT PLAN, ELEVATIONS AND DETAIL DRAWING NUMBER 109-45-086 PROJECT No. A H332360 1 SAVED: 04-20-2012 8:55am By suth64534 C C ►W L 0 c 75 L Lp 00Iti N co O 0 N Ln O O N p O L.LI o z o w J n= SCALE A 0 1 2 FEET SCALE B 0 2 —o" 4 FEET SCALE A 2 "=1'-0„ ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 04-20-12 VAN ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 5 4 DETAIL 2 109-45-088- BASE PL REFER TO DETAIL BP-1 i CN WP i CV 2 I nTrP% �1. A TOTAL OF THREE EXHAUST DUCTS REQUIRED. 1y4" �, 2. REFER TO DRAWINGS 109-45-086 AND 109-45-088 FOR SUPPORT FRAME ADDITIONAL INFORMATION. 3. (AB-1) Y4" DIA X 10" EMBEDMENT W/ 2Y" PROJ. SS HAS ASTM ,y A F593 (316) THREADED ROD (FU=85 KSL) AND (FY=45KSL) \ `SS6, W/NUT AND WASHER FOR HILTI HIT —RE 500—SD EPDXY ADHESIVE E \ j ANCHORING SYSTEM (TYP) 6� PLAN EXHAUST DUCT SUPPORT SCALE A EXHAUST DUCT SUPPORT FRAME L3x3x)/2 (TYP) DUCT SNP) BOLTS \ TYP /16 w 0 o I V) Z � I 00 Q:� Q w J c� 5'-0" CLEAR (INSIDE) 1y4» 0 0 o e _—__ -- o 0 1 4,-23/„ 4 HSS6x6xy8 BASE PL REFER TO DETAIL BP-1 1 " GROUT — TURBINE FL DESIGN ENGINEER DATE T. POE 03-23-12 DESIGN CHECKED BY DATE D.A. MARTIN 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE D.A. MARTIN 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR PROJECT MANAGER DATE S.M. HART 03-23-12 °CORD CRRD EN�R 5 4 HSS6x60/ SUPPORT POST (TYP) (3 REQ'D) BASE PL (TYP) REFER TO DETAIL BP-2 6x6x%8 TOP PL (TYP) - 3/ 6» T.O. GENERATOR EXHAUST DUCT INSIDE EL 39.00 GENERATOR EXHAUST DUCT 8'Hx5'Wx3/6"THK B.O. GENERATOR EXHAUST DUCT INSIDE EL 31.00 Al 1' —4" 1/4 �1..'�SUPPORT HSS6x6xy8 POST T.O. PIT CURB EL 13.50 EL 13.00 AB1, TYP II I (NOTE 3) SECTION C-C SUPPORT AND FRAME SCALE A ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. HATCHHATCH ASSOCIATES CONSULTANTS, INC. EXHAUST DUCT SUPPORT FRAME L3x3x)/2 (TYP) SNP) BOLTS HSS6x6xy8 SUPPORT POST (TYP) BASE PL (TYP) REFER TO DETAIL BP-2 1" GROUT — _ DUCT TYP / 16 w 0 o Z oo af Q w J 6,-0" CLEAR (INSIDE) I O O O O O O ---------------—J-------------- —' MC1 Ox25 3 I 6 — OY II II II II AB 1, TYP (NOTE 3) HSS6x6xy8 SUPPORT POST HSS6x6x R SUPI PL Y CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 2 SECTION A -A SUPPORT AND FRAME SCALE A 1'-0" 3/ 6„ T.O. GENERATOR EXHAUST DUCT INSIDE EL 39.00 GENERATOR EXHAUST DUCT 8'Hx5Wx3/6"THK 48"x72" RECIRCULATION DAMPER B.O. GENERATOR EXHAUST DUCT INSIDE EL 31.00 1 /4 TYP T.O. CONC WALL EL 28.00 611 (4) 1 "DIA HOLES FOR (4) %4" ANCHOR BOLTS (TYP) I 1y2" 9" 1y" DETAIL BP-1 SCALE B 0.1y2„ 9 1)/2„ DETAIL 13P-2 SCALE B 3/16 f?) 1 "DIA HOLES FOR ?) 3/4" ANCHOR BOLTS (TYP) V2 POWERHOUSE HEATING AND VENTILATION GENERATOR EXHAUST DUCT PLANS, SECTIONS AND DETAILS DRAWING NUMBER PROJECT NO. A 109-4J—O8% H332360 JREV SAVED: 04-20-2012 8:54am By suth64534 C i« F- m CV N O N O N O L.LJ J d L 11 c r1 ¢c" o cn a AIM N r � 0 N Ln o rn N p i ow o z o w i J W 0 IN DRAFT TUBE I FOR CONTINUATION OF GUIDE RAIL REFER TO DWG. 109-45-043 CONTINUATION OF PIPING REFER TO DWG 109-45-075 — AIK IJAUK FLUSH VALVE V328A EL 31.0 JUNCTION BOX W/ ALUMINUM COVER - THRUST RING 24" ODx20"ID(NOM)xY4"THK ASTM 572 GR 50 —, ARCHITECTURAL CIVIL ELECTRICAL THRUST RING P0/4" 20" 0 STEEL PIPE ELEVATION MECHANICAL 7 I 6 20" 0 HDPE PIPE (NSRAA) SHOWN 20" 0 PIPE (MUNICIPAL) SIMILAR (NOTE 5) 150# RF WELD NECK FLANGE DETAIL 1 SCALE B GEOTECHNICAL 150# HDPE FLANGE ADAPTER STEEL PIPE EL 25.33 (REFER TO DWG. 109-45-023) THRUST RING SECTION 1 A-1 A 5 I 4 1 3 I NOTES (CONT): CONTINUATION 7. PROVIDE PRESSURE —TREATED 2x6 WOOD FOR MOUNTING OF STAFF OF PIPING GAGE AND NUMERICAL FIGURE PLATES. PROTECT END CUT WOOD REFER TO DWG GRAIN WITH RPR APPROVED WOOD PRESERVATIVE. PROVIDE 109-45-075 STEVENS STYLE "E" STAFF GAUGE. NUMBER ELEVATIONS USING 4" WIDE X 6" TALL NUMERICAL FIGURE PLATES. ANCHOR STAFF GAUGE AND FIGURE PLATES TO PRESSURE TREATED WOOD USING #8 STAINLESS STEEL SCREWS. ANCHOR PRESSURE TREATED WOOD USING HILTI 1 /4"x4Y2" STAINLESS STEEL KW-3 EXPANSION ANCHORS. 8. FOR LAND AND ABBREVIATIONS REFER TO DWG. 109-01-010. 9. FOR CIVIL/STRUCTURAL GENERAL NOTES. REFER TO DWG. 109-45-011. FOR CIVIL/STRUCTURAL MISCELLANEOUS DETAILS REFER TO DWGS 109-90-001, 002 AND 003. 10. REFER TO DWGS 109-45-095 AND 096 FOR CONCRETE AND REINFORCING INFORMATION. 04-20-12 ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS 6 POWERHOUSE T.O. CONIC CURB EL 28.00 T.O. GAGE EL 27.00 DETAIL 3- 109-45-094 L. P. EL 23.75 DETAIL 2 STAFF GAGE NORMAL WATER LEVEL LEVEL SENSOR PORT (LS-1) REFER TO DETAIL ON DWG 109-45-094 M,IN —WATER LEVEL DESIGN ENGINEER DATE D.A. MARTIN 03-23-12 DESIGN CHECKED BY DATE D.M. SUTHERLAND 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE M.D. ISHMAN 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR PROJECT MANAGER DATE S.M HART 03-23-12 °Eo RIOG COORD EN�R 5 4 0a NOTES: 1. REFER TO DRAWING 109-45-091 FOR ADDITIONAL INFORMATION. 2. INSTALL, SHIM AND MOUNT PUMPS PER MANUFACTURER'S REQUIREMENTS. 3. CONFIRM SLEEVE SIZE PER PUMP DRAWINGS. ALLOW MIN 1" CLEAR AROUND SUCTION LINE. 4. CONCRETE SHALL BE MIX B. 5. REFER TO DRAWING 109-45-003 FOR PIPE ROUTING AND DRAWING 109-90-023 FOR ADDITIONAL DETAILS. 6. INSTALL IN ACCORDANCE WITH PUMP MANUFACTURER'S RECOMMENDATIONS. P3—A PUMP 3' AIR RELEASE/VACUUM VALVE 2'— 0 �10"O ST EL PIPE T.O. WALL EL 12.00 LEVEL SENSOR PORT (LS-2) REFER TO DETAIL ON DWG 109-45-094 SECTION A -A SCALE A ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. HATCH HATCH ASSOCIA TES CONSULTANTS, INC. -0 CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 PRESSURE TREATED WOOD (CONTINUOUS) 20" 0 STEEL PIPE f--- 20" 0 PIPE NUMBER EVERY FOOT WITH SINGLE PLATE — (NOTE 5) H.P. EL 24.00 DETAIL 1 IN@ Imm DETAIL 2 N.T.S. 0 1 2 FEET SCALE B 0 4 SCALE A POWERHOUSE RAW WATER SUPPLY SYSTEM PUMP DECK PLAN AND SECTIONS DRAWING NUMBER 109-45-093 FEET PROJECT H332360 G REV° 1 SAVED: 04-20-2012 9:30am By rich220533 L C F rl N 6) N O N h'J CV CYD LU O J Q N N O N N O L.LJ J d ANSI D r-1 7 5 I 4 1 3 I 2 1 1 L C w N � r � rlco CV cn r � 0 N � 4 CV p ow o z O w —i J I N IF A w� 00 N 1Y" GROUT O J `'j 1 " CHAMFER - O �I PLAN Al #3 TIES (TYP) #4 U-BARS (TYP) OWNER FURNISHED (NOTE 4) F-2" CL (TYP.) 3" 6" 6" SECTION Al -Al DETAIL 1 SCALE C 24'-0" #6®12 EW T&B SECTION C—C 109-45-095 SCALE A (3) #3 TIES EQ SP T.O. PUMP DECK EL 27.00 DRILL AND GROUT 3-#4 U-BARS (TYP.) ARCHITECTURAL 1 CIVIL ELECTRICAL MECHANICAL 1 GEOTECHNICAL #6 U BARS #6©12 T&B L D36 ;TI O N -095 IF A IF EL 2 B #6 U EL 0 #6012 U BARS (3)#4 TIES (3)#4 TIES #6@12 U BARS #6@12 U BARS 04-20-12 VAN ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 EL 25.33 #6@ 12 EW T&B SECTION D-D SCALE A SECTION E-E 109-45-095 (3) #6 HOOPS (TYP) • • • DESIGN ENGINEER DATE J.S. WERNER 03-23-12 DESIGN CHECKED BY DATE D.M. SUTHERLAND 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE M.D. ISHMAN 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 MLR SWP PRR PROJECT MANAGER DATE S.M HART 03-23-12 DRJ I,G COORD PRIME COORD PR° ENGR 5 1 4 #6 U BARS EL 27.00 HP EL 24.00 2'—Off HP EL. 2 EL 27.00 • • m = 6" Q SECTION F—F 109-45-095 SCALE A ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCHTm HATCH ASSOCIATES CONSULTANTS, INC CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 IOTES: FOR LEGEND AND ABBREVIATIONS REFER TO DWG 109-01-010. '. FOR CIVIL/STRUCTURAL GENERAL NOTES, REFER TO DWG 109-01-011. FOR CIVIL/STRUCTURAL MISCELLANEOUS DETAILS REFER TO DWGS 109-90-001, 002 AND 003. ASTERISK INDICATES DIMENSIONS THAT AFFECT THE CONFIGURATION OF THE SUPPORTING SIDE WALLS FOR THE RAW WATER INLET SCREEN ASSEMBLY WHICH ARE TO BE COORDINATED WITH THE VENDOR'S CERTIFIED DRAWING, PRIOR TO COMMENCING WITH CONSTRUCTION OF THE RAW WATER CONCRETE STRUCTURE. REFER TO CONTRACT 7 BUILDING DRAWINGS FOR OWNER FURNISHED CANOPY COLUMNS, BASE PLATES AND ANCHOR BOLTS. >. CONCRETE SHALL BE MIX B DETAIL 3 SCALE B A C C (4) #4 DWLS B W/STD HOOK (1 PER CORNER) 0 2 4 FEET SCALE C a 0 6" 1 FOOT SCALE B 0 4 8 FEET SCALE A a POWERHOUSE RAW WATER SUPPLY SYSTEM PUMP DECK CONCRETE AND REINFORCING SECTIONS DRAWING NUMBER 109-45-096 PROJECT H332360 CUR 1 SAVED:04-24-2012 11:25am Bysuth64534 11 7 -1 7A ANSI D 8 7 6 1 5 1 4 1 3 1 2 1 1 CURRENT NOTES: REV ONE LINE AND SCHEMATIC DIAGRAM SYMBOLS GROUNDING ONE LINE SCHEMATIC DESCRIPTION SYMBOL DESCRIPTION 1. ALL CONTACTS ARE SHOWN IN THE DE -ENERGIZED (SHELF) POSITION. BISTABLE RELAYS ARE SHOWN IN POWER CIRCUIT --- EMBEDDED GROUND CONDUCTOR THE RESET POSITION. #4/0 AWG, STRANDED BARE COPPER, SOFT DRAWN CONTROL CIRCUIT 2. ALL DIAGRAMS AND PLANS USE EXPOSED GROUND CONDUCTOR ANSI STANDARD SYMBOLS AND - -► OPERATIONAL LINE STRANDED BARE COPPER, SOFT DRAWN ABBREVIATIONS. E --------- --------- EQUIPMENT ENCLOSURE SEE DRAWING FOR CONDUCTOR SIZE E 3. ALL SWITCHES SHALL BE MOUNTED 19mm x 3 METER LONG, COPPER CLAD GROUND ROD +4'-0" ABOVE FINISHED FLOOR, DISCONNECTING SWITCH, GANG OPERATED (SYMBOL SHOWN IN PLAN) TO CENTERLINE OF SWITCH, UNLESS OTHERWISE INDICATED. FUSED DISCONNECT SWITCH �01 GROUND ROD AND INSPECTION GROUND WELL (SYMBOL SHOWN IN PLAN) 4. ALL OUTLETS SHALL BE MOUNTED +12" TO CENTERLINE, ABOVE 5 MTR MOTOR (N0. INDICATES H.P.) COPPER AIR TERMINAL -LIGHTNING PROTECTION FINISHED FLOOR, UNLESS OTHERWISE INDICATED. (SYMBOL SHOWN IN PLAN) --� GENERATOR GROUND RISER BENT TOWARD OBSERVER GEN GEN GROUND RISER BENT AWAY FROM OBSERVER 11 MOTOR OR GENERATOR FIELD • EXOTHERMIC OR COMPRESSION TYPE CONNECTION ■ MECHANICAL TYPE GROUND CONNECTION POWER TRANSFORMER (WINDING CONNECTION, -i 4 0 F DELTA OR WYE AS REQUIRED) _ I _ I _ GROUND PLATE d F OR COMPLETE • • GROUND TAIL, 1.5m LONG D STRANDED BARE COPPER, SOFT DRAWN D POWER CIRCUIT BREAKER - 600 VOLTS OR LESS SEE DRAWING FOR CONDUCTOR SIZE _ (3 POLES OR AS INDICATED, AT -AMPERE TRIP, 800AT 800 AF-AMPERE FRAME) ���� #4/0 AWG GROUND CONNECTION FROM GROUND LOOP TO REINFORCING BAR 20A 20A DISTRIBUTION CIRCUIT BREAKER (3 POLES OR AS P — 2 INDICATED) NUMBER INDICATES CURRENT INTERRUPTING RATING (MCP -MOTOR CIRCUIT PROTECTOR) <( MATING CONTACTS, DISCONNECT, OR DRAWOUT Y Y CURRENT TRANSFORMERS (WYE CONNECTED) OR COMPLETE POTENTIAL TRANSFORMERS (WYE OR DELTA AS -3& REQUIRED) C 0 Y 0 Y C OR COMPLETE 10 -Fli-L-r- HEATER (NUMBER INDICATES KILOWATTS) 10 ^� CONTACTOR WITH BREAKER, REMOTE OPERABLE COMBINATION STARTER WITH CIRCUIT BREAKER COMBINATION STARTER WITH DISCONNECT 'zz>21 I�Cr COMBINATION STARTER WITH FUSED DISCONNECT MAGNETIC OVERLOAD ELEMENT THERMAL OVERLOAD ELEMENT B RESISTOR, POWER B J A/\&- _V\M_ RESISTOR, CONTROL RESISTOR, VARIABLE CAPACITOR, POWER (NO. INDICATES KVAR) 50 50 AND CONTROL FUSE, BASIC FUSE, CURRENT LIMITING H I H I I } I LIGHTNING OR SURGE ARRESTER STARTER OR CONTACTOR OPERATING COIL c1 c1 RELAY COIL OR SOLENOID VALVE A DESIGN ENGINEER DATE A ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND G. HOLDEN 03-23-12 LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS POWERHOUSE DESIGN CHECKED BY DATE ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE A SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN STANDARD ELECTRICAL SYMBOLS J. C03-23-12 OLEMAN THE REVISION AREA NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 4$ SECTIONS 281, 291 & 295. DRAWN BY DATE CREATED J. RAWINGOCH CHECKED BY AN 03 2A E -12 Tu HATCH 0HATCH ASSOCIATES CONSULTANTS INC. o G. HOLDEN 03-23-12 DISCIPLINE LEAD ENGINEER DATE G. HOLDEN 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA o PROJECT ENGINEER DATE T P.R. RODRIGUE 03-23-12 w 03-23-12/A\ ISSUED FOR BID RJC GDH PRR DRAWING NUMBER PROJECT No'BLUE LAKE EXPANSION PROJECT 75 PROJECT MANAGER DATE (� A z DATE REV DESCRIPTION OF ISSUES & REVISIONS oRaFrlNc PRIME PRo� S.M. HART 03-23-12 109-45-1 00 H332360 cuRRENT w COORD COORD ENGR ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL — 6 5 1 4 1 3 1 2 1 1 SAVED: 04-02-2012 12:49pm By cole112872 E 0 SWITCHYARD TO EXISTING CIRCUIT IBREAKER 22 ICT (3) 200:5 FSWITCHYARDNTROL PANEL I ISEL-787 I HV LV I SIDE SIDE I 50 50 50 L.A. (3) I 51 51 51 N I I 0--� 67G 87 49 I B.L. TRANSF. T1 1 10I I I No.1 SIDE Ji 12.47/69kV V63 CT (1) I I 16MVA FA RATED 200/100:5A J 3PH, 60HZ SP o- I CT (3) 800:5 L— T152T1—P 1 /P2 - 6 —1c 350kcmil 15 kV SEL-735PQ RM I I I I � J 1— I I I I 50P 50 51 CT (3) AF 800:5 AF 50N 51 N I CT (1) AFD 600:5 SEL-751A CT (3) 600:5 TRIP J i i FDR No.1 TRIP 52-T1 52 E 0 — — 1200AF ___AT CT (3) 800:5 SEL-735PQ CT (3) RM 600/400/200:5 I 50 51 CT (3) 600/400/200:5 50N 51 N SEL-751A I TRIP 52-1 1200AF 52 E ___AT CT (1) CORE BALANCE 600:5 CT'S (TYP) CT (3) L 600:5 A '�71Iffiff7:r:1 CONTROL RELAY 24 VOLTS PER HERTZ RELAY 25 SYNCHRONOUS CHECK DEVICE 25X SYNC SELECTOR SWITCH M-O-A 27 UNDERVOLTAGE RELAY 32 REVERSE POWER RELAY 40 FIELD RELAY 46 REVERSE PHASE/PHASE BALANCE RELAY 49 MACHINE/TRANSFORMER THERMAL RELAY 50 INSTANTANEOUS OVERCURRENT RELAY 50N INSTANTANEOUS NEUTRAL OVERCURRENT RELAY 50V VOLTAGE RESTRAINT RELAY A 51 AC TIME OVERCURRENT RELAY 51N AC TIME NEUTRAL OVERCURRENT RELAY 50/51 TIME AND INSTANTANEOUS OVERCURRENT RELAY 50/51N TIME AND INSTANTANEOUS NEUTRAL OVERCURRENT RELAY 52 AC CIRCUIT BREAKER 59N NEUTRAL UNDERVOLTAGE RELAY 60 VOLTAGE UNBALANCE RELAY N 63L LIQUID LEVEL RELAY NIo 63SP GAS PRESSURE RELAY 67G AC DIRECTIONAL OVERCURRENT RELAY o � 78 OUT OF STEP PROTECTION 79 AUTOMATIC RECLOSING RELAY 0 0 81 UNDER/OVER FREQUENCY RELAY 1 87 DIFFERENTIAL PROTECTIVE RELAY o z 87N NEUTRAL CURRENT DIFFERENTIAL PROTECTIVE RELAY CD _j J J ARCHITECTURAL CIVIL ELECTRICAL SEL-735PQ 10 CT (3) RM 200:5 CT (3) 50P 50 51 AF 200:5 50N 51N AF AFD SEL-735PQ CT (3) RM 200:5 CT (3) 200:5 F50N SEL-751 A CT (3) SEL-751 A 600:5 �P TRIP A.A. 52-SST1 52-G3 52-RWPT3 1200AF 5 2 E 1200AF 52 DJTR 1200AF 52 EO ___AT ___AT ___AT \IP Y. CT (1) CORE BALANCE CT (3) CT (1) CORE BALANCE 600:5 CT'S (TYP) 600:5 600:5 CT'S (TYP) CT (3) NI CT (3) 600:5 0 600:5 "1 I I I I 1 I I 1 1 1 I I I � U I _ �� 0-Q BCD IQ \ �Q 10 � Cn > CDro U 1 � 0 > cn I c� 1 I Ln Ln— Ln� � I 1 I l TO STATION SERVICE TO RAW WATER PUMPS (RWP) TRANSFORMER SST1 TO GENERATOR G3 TRANSFORMER RWPT3 SEE DWG No. 109-45-107 SEE DWG No. 109-45-102 SEE DWG No. 109-45-111 METERING SYSTEMS AND DEVICES INDEX Hz FREQUENCY METER R ROTOR SYN SYNCHROSCOPE S STATOR E ELECTRIC OPERATED ST SHUNT TRIP CT CURRENT TRANSFORMER VR VOLTAGE REGULATOR PT POTENTIAL TRANSFORMER X TEST SWITCH PMG PERMANENT MAGNET GENERATOR RTD RESISTIVE TEMPERATURE DEVICE V VOLT METER RM REVENUE GRADE MULTIFUNCTION METER SCIP - SAWMILL COVE INDUSTRIAL PARK FVU - FISH VALVE UNIT RWP - RAW WATER PUMPS CBS - CITY & BOROUGH OF SITKA NOTES: 1. ALL CIRCUIT BREAKERS RATED 1200 AMPS, 500 MVA CLASS MINIMUM c/w ARC FLASH SENSORS. 2. ALL CT RATIO'S ARE TENATIVE, SUBJECT TO CONFIRMATION 3. ALL P/T'S ARE 12000:120V DELTA CONNECTED PRI. AND SEC. 4. FOR STANDARD ELECTRICAL SYMBOLS SEE DWG. No.109-45-100 MECHANICAL GEOTECHNICAL - SWITCHGEAR BUS 1 & BUS 2 CUBICLE SEL-587Z 87 BUS 2 CT (3) 600:5 52-G4 1200AF 52 E ___AT \ RIP CT (3) 1 600:5 I cI 0 � � I I � � I I I � I I I 1 � I 1 \O CD ;d- > 1 I TO GENERATOR G4 SEE DWG No. 109-45-102 03-23-12 VANISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS 6 SEL-547 25 0 N73N 0 0 0 E 52 CT (3) BUS TIE CT (3) 600:5 52-GSBIGSB2 600:5 1200AF ___AT SEL-587Z 87 BUS 1 CD4 N N 0 CD o0 o_ N SEL-735PQ CT (3) RM 400:5 F CT (3) 400:5 CT (3) SEL-751A 600:5 TRIP j A. 52-135 52-SMCIP 1200AF io 52 E 1200AF ___AT ___AT RIP CT (3) 1 CT (1) CORE BALANCE 600:5 X 600:5 CT'S (TYP) N I CT (3) OI 600:5 UI I I I I 1 I 1 I 1 I 1 CN I I I I U �\ �o Ln Ln a_ Ln U> 1 U> N T L N T Ln Ln�� 1 I LON')- 1 l l TO SAWMILL COVE TO GENERATOR G5 INDUSTRIAL PARK (SCIP) SEE DWG No. 109-45-102 SEE DWG No. 109-55-002 DESIGN ENGINEER DATE G. HOLDEN 03-23-12 DESIGN CHECKED BY DATE J. COLEMAN 03-23-12 DRAWN BY DATE CREATED J. COLEMAN 03-23-12 DRAWING CHECKED BY DATE G. HOLDEN 03-23-12 DISCIPLINE LEAD ENGINEER DATE G. HOLDEN 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 RJC GH PRR PROJECT MANAGER DATE S.M. HART 03-23-12 °EE R'E NNRD ENER 51 4 GENERATION SWGR BUS 2 2000Ai 12.47/7.2kV SEL-735PQ CT (3) RM 400:5 F CT (3) 400:5 SEL-751A TRIP j 52-T4 ib2�@ 1200AF ___AT CT (1) CORE BALANCE 600:5 CVS (TYP) CT (3) 600:5 11 U O I � U N I Ln Ln rn TO BLUE LAKE SWITCHYARD TRANSFORMER T4 FISH VALVE & DAM FEEDER SEE DWG No.109-46-021 I CT (3) 800:5 T252T2—P1/P2 6 —1c 350kcmil 15 kV SEL-735PQ FWITCHYARD TO EXISTING CIRCUIT IBREAKER 33 ICT (3) 200:5 F- SWITCHYARD CONTROL PANEL I SEL-787 I HV LV I SIDE SIDE I 50 50 50 I L.A. (3) I 5m I I 0--� I I B.L. TRANSF. T2 I 67I I No.2 SIDE 12.47/69kV 63L Cl- (1) 1I 16MVA FA RATED 63 200/100:5A L 4— JI E I 3PH, 60HZ o SP I o- I I I I I I RM 11 �vr 50 51 I CT (3) AF I SEL-735PQ CT (3) RM 111111 200:5 CT (3) 50P 50 51 AF 200:5 50N 51N AF AFD SEL-751A I TRIP j — / 52-SST2 5 2 E 1200AF ___AT CT (1) CORE BALANCE 600:5 CT'S (TYP) CT (3) 600:5 D_ U IQ CV I'- C4 N cn CV U N Ln — TO STATION SERVICE TRANSFORMER SST2 SEE DWG No. 109-45-107 ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. HATCH HA TCH ASSOCIA TES CONSULTANTS, INC. -M CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 800:5 AF 50N 51N I CT (3) 600:5 AFD I I SEL-751A I 1 CT (3) 11 600:5 — TRIPA. _ I � I FDR No.2 I 52-T2 52 _ — - TRIP _ J 1200AF I AT CT (3) I 800:5 SEL-735PQ CT (3) RM 600/400/200:5 P50N 51CT (3) 600/400/200:551N SEL-751A I TRIP_ — — 52-2 52 E 1200AF ___AT CT 11 (1) CORE BALANCE 6005 CT'S (TYP) CT (3) 600:5 POWERHOUSE 69kV - 12.47kV BUS 1 AND BUS 2 ONE LINE DIAGRAM DRAWING NUMBER 109-45-101 J PROJECT No. A\ H332360 REV 1 SAVED: 03-22-2012 12:54pm By cole112872 C 11 n 75 N N O CV CV N M O 0 L1J J d