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HomeMy WebLinkAboutFeature 45 - Powerhouse - file 1 of 3AN ANSI D $ E X .1 A rl a, o �3: Ln -c� u-i n, O O oLO ticn N � ow L¢ z o w J ARCHITECTURAL I CIVIL v \ \ LIFT STATION 0 0 DIESEL GENERATOR PENSTOCK DRAIN (NOTE 3) CONIC SLAB �t REMOVABLE STOP - LOGS WITH GUIDES f I I \ - x SITE PLAN SCALE A ELECTRICAL I MECHANICAL I GEOTECHNICAL 11 03-23-12 A ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS 6 5 I 4 I 3 I 2 I 1 NOTES: 1. NEW PENSTOCK CONNECTS TO EXISTING PENSTOCK AT THE 120 , TUNNEL PORTAL (STA 4+12). \ / \ EXIST TIMBER 2. REFER TO DRAWING 109-45-006 FOR POWERHOUSE CRIB WALL EXCAVATION PLAN. (NOTE 7)' 3. 24" DIA DRAIN SYSTEM DETAILS ARE SHOWN ON DRAWING 109-32-001. 100------- TIE IN STA 4+12 N 4. PARKING AREA TO BE SLOPED TO DRAIN AWAY FROM i EXIST PORTAL (NOTE 1) STA 4+32 POWERHOUSE. SLOPE TO BE Y4" PER FOOT FOR 24 FT � o i BLK 5 —i-' n , , NEW ( (TYPICAL). HOUSEGRADING PLAN 2.REFER TO 109-45-009 FOR PEN� STOCK cj POWER -; ---------- _ o .- i5. TRANSFORMER PAD DETAILS ARE SHOWN ON DRAWING `,y --- ---- - _ - - - - 109-45-041. ' - 0 6. RAW WATER PUMP DECK DETAILS ARE SHOWN ON DRAWING / 109-45-093. - MUNICIPAL RAW WATER TAPcn EXIST / / / / � Z�� I �7. EXISTING TIMBER CRIB WALL EXCAVATION DETAILS ARE SHOWN PARKING I IrlvIrlTr� J ON DRAWING 109-31-002. DESIGN ENGINEER DATE K.C. MOEN 03-23-12 DESIGN CHECKED BY DATE DRAWN BY DATE CREATED R.A. JOHNSON 03-23-12 AWING CHECKED BY DATE K.C. MOEN 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 TJ SP JR PROJECT MANAGER DATE S.M. HART 03-23-12 D CO ID R PRIME COORD PROJ LNGR 5 1 4 0 30 60 FEET SCALE A 1 "=30' 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 DRAWING NUMBER BLUE LAKE EXPANSION PROJECT 109-45-001 3 1 2 POWERHOUSE SITE PLAN PROJECT No. A` H332360 G REV 1 SAVED: 03-27-2012 5:50pm Byjohn64914 L 10 A Q m CV O N ti Cl i O L.LJ CD O J /� Al NSI D W 7 1.1 5 1 4 I 3 0a E 11 C M. r1 ¢C-D cn 0 AIM CV p r p p N Ln 6, N p O LJ..I o z O w i J SURGE CONTROL VALVE AND MH HEAT TRACE WT N ELECTRIC JUNCTION PW __ WT —� --p�YT ���IITT �� B W — F W B� W B W �P _ LBW BW FW FWP � �� w — / BW FW FliiN,�. B�FW VFW r- -1C - — A�l�— �— 1pfT� -_ 1W--`L U o i r— x x . 3 co) �' NEW 20" HDPE a SDR 17 INDUSTRIAL WATER SUPPLY J' wr y 3 o x of Q I � DRAIN � �3 NEW 24" D.I.P. cf)x �0 ° a �� CLASS 250 WATER `y 3 TRANSMISSION LINE I I � LL °' NEW 6" HDPE SDR 11 POTABLE I WATER MIAN � 3 - o x 'OOP i a � � F� y ,y o �I x x x c 0&S � o NEW 2" HDPE s' 3 SDR 17 SEWER F a FORCE MAIN s � D c 3 LL a 3 N Md CONNECT TO EXIST 3 SEWER FORCE MAIN _ S W — � S PW _ CONNECT TO EXIST ,- r------------ WT ARCHITECTURAL I CIVIL I ELECTRICAL POTABLE WATER MAIN, REFER TO CARSON DORN REF DRAWINGS CONNECT TO EXIST (SEE NOTE 2) N 1908930.46 E 2374544.53 TIE-IN #1 N 1908905.257 E 2374544.816 CONNECTION TO WATER SUPPLY WT (DESIGN & CONSTRUCTED BY OTHERS, SEE NOTE 2) SEE DRAWINGS 109-45-004 AND 109-45-005 FOR PHASED CONSTRUCTION EXISTING WATER TRANSMISSION LINE LOCATION WT WT WT - BLIND FLANGE AND THRUST BLOCK S4,43< cRFFk R046 F� FW — F W BBF� F\,i BW _ FW B—� W BW - �W BW FW BW FW BW �W BW W 3 — F /' - - -- ❑ T 3 LL I PROPOSED PRV PROPOSED — PENSTOCK X7 TB CONNECT TO PIPE,y N 1909056.745 uc M C �► E 2374993.182 OT BRA REF R0gO SITE PLAN °�F `� Row tl 0 30 60 90 120 150 I� SCALE: AS SHOWN DESIGN ENGINEER DATE D.J. HERTRICH 03-23-12 DESIGN CHECKED BY DATE 7� R. TRUDGEON 04-20-12 DRAWN BY DATE CREATED D.J. HERTRICH 03-23-12 DRAWING CHECKED BY DATE S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE P.R. RODRIGUE 03-23-12 PROJECT ENGINEER DATE 04-20-12 A ISSUE FOR BID MLR SWP PRR P.R. RODRIGUE 03 n E-12 PROJECT MANAGER PROJ DATE REV DESCRIPTION OF ISSUES & REVISIONS DCOORD PRIME ENGR S.M. HART 03-23-12 COORD COORD ENGR MECHANICAL GEOTECHNICAL 6 1 5 14 1 o M o 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 NOTES: 1. SEE DRAWINGS 109-90-20 AND 109-20-21 FOR WATER TRANSMISSION MAIN PLAN AND PROFILE (SEE 109-90-023 FOR OTHER PROFILES). 2. CONNECTIONS TO EXIST WATER TRANSMISSION SHOWN IN DESIGN OF CITY & BOROUGH OF SITKA UV DISINFECTION FACILITY, PHASE I, DRAWING 396688 C-7, BY CH2MHILL. E 3. SEE DRAWINGS 109-90-024 THROUGH 109-90-027 FOR STANDARD DETAILS. LEGEND: EXISTING RW RW RW MUNICIPAL RAW WATER NSRAA & OTHER BULK BW BW BW (RAW) WATER MAINS WT WATER TRANSMISSION MAIN D WT WT FW FIRE WATER FW FW Pw POTABLE WATER Pw Pw SEWER s s s OVERHEAD POWER UNDERGROUND POWER OVERHEAD PHONE UNDERGROUND PHONE FENCE/GATE PROPOSED S SANITARY SEWER FORCE MAIN S WATER TRANSMISSION MAIN WT WT PW POTABLE WATER MAIN PW MUNICIPAL RAW WATER MAIN RW RW EMERGENCY MUNICIPAL RAW WATER EW INDUSTRIAL RAW WATER (TO N S RAA) IW IW UNDERGROUND POWER IW16111111 »CfalKI y091 WO ® WATER MANHOLE �H HYDRANT D�4 PRESSURE RELEASE VALVE I*I ICI BUTTERFLY VALVE aQ BALL VALVE '—' BLIND FLANGE O ELECTRIC UTILITY POLE TELEPHONE POLE POWERHOUSE AREA NEW SITE UTILITIES PLAN DRAWING NUMBER 109-45-003 PROJECT No. A H332360 Fy 1 SAVED: 04-27-2012 9:34am By hert65687 Cf' r� Q C m N O N ti N O L.LJ CD J d Q C m N O N ti N O L.LJ CD J d 0 LEGEND -\--H09-15 DRILL HOLE/ D EXIST FILTER PLANT 20,9 ROCK ELEV ROCK OUTCROP (ABANDONED) EXIST FILTER PFMU E V _ _ TP-05 PLANT POWERHOUS ' _virP _ _ i - - - = _C` - � \\ 11�0.21 i� I I TP-06 TEST PIT/ `r 102.7 ROCK ELEV � \\\\ TIMBRT CRIB � lw T �s� CC WALL EXCAVATION - _�- IW CUS _ � �\\\ Q � � � F WATER SUPPLY DWG 104 8 109-31-003 \ UTILITY TRENCH o X DWG 109-45-003 0 TP-14 119.03 S S SANITARY SEWER FORCE MAIN x WT WT WATER TRANSMISSION MAIN TIMBER CRIB PW PW POTABLE WATER MAIN WALL REMOVAL IW IW MUNICIPAL RAW WATER MAIN \' EW EW EMERGENCY MUNICIPAL RAW WATER ` IW IW INDUSTRIAL RAW WATER (TO NSRAA) N X 2SCD uC uC UNDERGROUND POWER P 0 1 � � e x EXIST X \09 I _ _ � � SWITCHYARD I � p - _ -_ - `� " TP-12 EMERGENCY WATER P 15 T61.72 i1 x 26.8 DWG 109-31-005 x POTABLE WATER SUPPLY / , , cp p : UTILITY TRENCH \ TP-13 a_ DWG 09-45-003 48.15 X L TP-16 TP-1 1 / 44.28 62. SEWER LINE TRENCH UNDERGROUND POWER I DWG 109-45-003 iw DWG 10-45-003 A _ TP-17 10576 N � REFER TO ENLARGED PLAN DWG 109-45-007 - Md w EXISTING RETAINING WALL w � TP-01 _ EXIST 30" / D 20.9 50.03 I„ A W Q W 0 C� o W cS3 E c � a C cn I �' o _ _ L,) -� W O W a > w o U U J_ O � c . i JE i CD W O CZ o w c m a c N Y Q W QQ Q W w J X W M cd �m �_�� w CDM tz M m m m N cn U N CD M C.O coO M O O CO M M M N M S M d Z S _ U _ a - O� U O W/ O = CE O QOJ U O w d O n c W n E Q d i - cX U U O X Ci Cr C/) C/ W N W w wQ - U i..� w w L.L Li Li Li Li Li W w w w w w w 7�M ��M xXx XxXx 0 CID CV o� r I co N C=) r o 0 N Lf ) GV O � r ow o z o w J J ARCHITECTURAL 6'44a << CRFFk �' nA - ti Y Fku.." 109-45-008 ACCESS ROAD TO POWERHOUSE PLAN SCALE 1 "=40' 0 10 20 FEET SCALE 1 "=10' 0 40 80 FEET SCALE 1 =40 04-20-12 A ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 6 G 109-45-008 ROAD BARRIERS 5 Ti I SP DRAFTING I PRIME DESIGN ENGINEER K.C. MOEN 03-23-12 DATE DESIGN CHECKED BY DATE DRAWN BY T.A. JOHNSON DATE 03-23-12 CREATED K.C. DRAWING CHECKED BY MOEN 03 DATE 23-12 DISCIPLINE LEAD ENGINEER S.W. PERKINS 03-23-12 DATE PROJECT ENGINEER P.R. RODRIGUE 03-23-12 DATE JR PROJECT MANAGER � M HART 03-23-12 DATE PRoP Nl(PROD 4 ENLARGED PLAN SCALE 1 "=10' 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 HATCHASSOCIATES CONSULTANTS, INC CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 NOTES 1. SEE DRAWING 109-31-005 FOR DETAILS OF EXCAVATION AT ANCHOR BLOCKS. 2. ACCESS TO WATER TREATMENT PLANT NEEDS TO BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. EXCAVATION WORKPOINT COORDINATES NUMBER NORTHING EASTING EXCWP 5 1908870.53 2374870.98 EXCWP 6 1908855.79 2374891.36 EXCWP 7 1908805.82 2374943.04 EXCWP 8 1908809.73 2374949.87 EXCWP 9 1908800.22 2374938.01 EXCWP 10 1908843.78 2374982.92 EXCWP 11 1908831.77 2374970.32 EXCWP 12 1908876.37 2374981.83 EXCWP 13 1908785.08 2374963.42 EXCWP 14 1908776.01 2374935.27 POWERHOUSE AREA EXCAVATION PLAN DRAWING NUMBER 109-45-006 PROJECT No. A\ H332360 CUREVNT SAVED:04-20-2012 10:23am ByJOHN64914 E 0 C 0 E I_1 75 N O O -p T� CV O T O o CV V O N O 0 v o , ., ; 75 o z O w J J is EXISTING RETAINING WALL DWG 109-32-005 6., 1H:1OV 1.5H:1V EXCWP #4- AL 109-45-008 ARCHITECTURAL EXCWP # 1 NOTE FOR BIDDERS: 1. DO NOT BID EXCAVATION FOR EXTENSION OF THE WALL THAT LIES AGAINST THE EXISTING WALL. WITHIN THIS CLOUDED AREA A REVISED DESIGN WILL BE PROVIDED BY ADDENDUM OR BY NEGOTIATION WITH THE SELECTED CONTRACTOR. NOTE THAT THE REVISED DESIGN WILL ADDRESS HOW TO COFFERDAM AGAINST EXISTING POWERHOUSE DISCHARGE FLOW WITHOUT HAVING TO SHUT DOWN THE EXISTING POWERHOUSE FOR CONSTRUCTION OF THE TIE WALL SYSTEM. PARKING 117 5' DWG 109-45-015 NOTE 1 1.5H:1V 5.00 1.5H:1 V BENCH (EL VARIES) �1H:1OV B 760, 109-45-008 10. 0 1H:1OV 5.00 7 10.0 I BENCH (EL VARIES) 3.2' X 12.0 5.00 BENCH 1 H:10V - 1.5H:1V I H.4V L4.0 _4 10.0 �j X 109-45-008 CIVIL I ELECTRICAL 109-45-008 X0.5 F-1 H:1 OV / o X F1.0 ��- / / 6.1' 1 H:1 OV cA/ X 10.0 X 10.0 'OJ A 1 H:10V X 26.0 r•? 1.5H:1 V X 6.0 IcA X10.0 / xy-O EXCWP #3 X14.0 X14.0 co I 1H:10Vr Q� X 10.0 �1> X2.0 X2•0 X-11.0 LB / -11.Ox / 0 14.7' 1.3 (TYP) I o - _ - 1 H:4V 1 H:4\1 1 :4V / 1 H :4V �, CD/" -a o c: 1-11 z C I Ln _� 1 z �I w �I X 1H:1OV 1 H:1 OV 6.0 cn 16.0' (TYP) 5-C (TyP) X -6.0 -7.0 -7.0 _ X -� o X -6.0 -6.0 `J - --- 6.0' - 8.0' (Ty (NP) (NP) DT 5 X -4.0 ILL DT 4 32.0' 32.0' 18.0' (NP) C AFTER BAY 0 10 20 FEET SCALE 1"=1o' MECHANICAL I GEOTECHNICAL -6.0 8.0' X DT 3 8.2' RAW WATER SUPPLY PUMP AREA 10.7' 1 H:10V CL UNITS X 10.0 1 I I X 7.0 I 1 3.0' 6.8' x 10.0 1 H :10V 13.5' 1H:1OV X 0.5 1H:1OV 5.0' D D 20.0 ilatilvA ACCESS (NOTE X 26.0 1 H:1 OV EXCWP #2 ENLARGED PLAN DWG 109-45-006 SCALE: 1 "=10' 04-20-12 q ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 X 10.0 .M X 26.0 DESIGN ENGINEER DATE K.C. MOEN 03-23-12 DESIGN CHECKED BY DATE DRAWN BY DATE CREATED T.A. JOHNSON 03-23-12 IDRDATE K.C. G CHECKED BY MOEN03 23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 Ti SP JR PROJECT MANAGER DATE S.M. HART 03-23-12 -DRAFTING COORD PRIME COORD PRO ' ENGR 5 1 4 i PENSTOCK EXCAVATION DWG 109-3 -005 I 1 H: 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 HA TCH ASSOCIA TES CONSULTANTS, INC. CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 NOTES 1. SEE DRAWING 109-31-005 FOR PENSTOCK EXCAVATION AND DRAWING 109-31-015 FOR PENSTOCK COORDINATES (FABRICATION TABLE). 2. REFER TO DRAWINGS 109-45-063, 109-45-074 AND 109-45-075 FOR FLOOR DRAINS AND WATER LINE ROUTINGS REQUIRING LOCAL ROCK EXCAVATION TO ACCOMMODATE INSTALLATION IN ACCESS BAY. EXCAVATION WORKPOINT COORDINATES NUMBER NORTHING EASTING EXCWP 1 1908892.22 2374867.55 EXCWP 2 1908902.72 2374987.59 EXCWP 3 1908966.71 2374978.98 EXCWP 4 1908956.47 2374861.93 DRAWING NUMBER 109-45-007 POWERHOUSE EXCAVATION ENLARGED PLAN PROJECT No. A\ H332360 CURRENT 1 SAVED: 04-20-2012 10:21 am By JOHN6491 z E 0 C Ic n Q CD N O N O N O N O W CD E 11 I« O m = 1-0 M O N QCD O cm co c0 M CV Cm = C? m cam c S a> ! S c � � c U � U Z U QT � �� U QJ U O p, CV d In dX O Q I- m F-- C c/) LL w=- cL- U w J LU w w X X X n ,z3-cm N T 16' N c:) r on N L� M c N c � T o w o z O w J ri ARCHITECTURAL CIVIL I ELECTRICAL POWERHOUSE DRAINAGE DWG 109-90-001 X RIPRAP SLOPE VARIES 1.5H:1 V MAX EL 27.0 Rpq �OGF � CONIC SLAB EXPOSED ROCKS —` FINAL SURFACE IN----,,, THIS AREA -- ACCESS RAMP DWG 109-45-043 4 3 CULVERT OUTLET � oo IE 24.5 (NOTE 2) \ F T � \ Rego �p EXISTING 18 CMP 27.2 cS BRI GE CULVERT t n��Oc� Epp CULVERT INLET IE 25.0 \ (NOTE 2) �I \ \ Epp POWERHOUSE \ ACCESS ROAD yicy isT \ DWG 109-45-010 7 PLAN SCALE 1 "=40' DESIGN ENGINEER DATE ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND K.C. MOEN 03-23-12 LANDSCAPE ARCHITECTS REGISTRATION ACT" (ALASKA STATUTE 'AS 08.48') MAY NOT BE ALTERED BY OTHER ANY PERSON, UNLESS HE IS 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 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. DRAWN BY DATE CREATED T.A. JOHNSON 03— I HATCH DRAWING CHECKED BY DATETE HATCH ASSOCIATES CONSULTANTS, INC. K.C. MOEN 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA PROJECT ENGINEER DATE 04-20-12 A ISSUED FOR BID Ti SP JR P*R. RODRIGUE 03 D E-12 MANAGER BLUE LAKE EXPANSION PROJECT DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFTING PRIME PROJ S.M. HART 03-23-12 COORD COORD ENGR MECHANICAL GEOTECHNICAL 6 1 5 1 4 1 3 1 2 NOTES 1. ACCESS TO WTP SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. 2. SEE 109-90-028 FOR DRAINAGE DETAILS. 3. GRADE POWERHOUSE PARKING AREA TO DRAIN TOWARDS SAWMILL CREEK. 4. CULVERT TO DISCHARGE DIRECTLY ONTO ROCK ACCESS RAMP. 1 r-^ r-\ 1 r% DITCH ------ CULVERT — — SUBSURFACE PENSTOCK DRAIN SYSTEM 0 40 80 FEET SCALE DRAWING NUMBER 109-45-009 POWERHOUSE GRADING PLAN PROJECT No. A\ H332360 GDREVNT 1 SAVED:O4-23-2012 12:14pm Byjohn64914 E 7 C 0 AN ANSI D 8 RENT EV �, c T c� �'p�n 0� 00 N 1909199.71 E 2374857.3\4 E S61 ° 32' 49.12"E I 10.66' 261. p 07 O cn m M C) N co CJ cm m co coCV m c = m m cm c S a> ! S U � U U 'QJ U O In d / CV `J d O) �J dX O U w = cL- U w LL , w w X X X A )S\ � \'l . �E L=49.531 \ � �0 18.9196 0 \ o R=150.000 S42° 37' 38.66"E 29.27'\� L=9.938 3.7962 R=150.000 B � \ \> 77,\ 9 -ANOR �� BLOCK #5 0 30 60 FEET N CD T IC HORIZ SCALE `-,' 0 1 "=3u o n N o 0 30 60 FEET T VERT SCALE o z 1 "=30' ~ w ARCHITECTURAL CIVIL ELECTRICAL S89° 10' 13.361 T-,84.15' N 1909016.31 E 2375050.54 ��- S2° 14 55.44"E _300i2' L=15.526 -=0.5216 R=1705.307 A L=73.152 =29.6592 R=141.315 FILTER PLANT Co ACCESS ROAD R=49.999 POWERHOUSE ACCESS ROAD L=39.375 L=55.0252 R\\000 E 2375000.52�\ � �o� \ PLAN SCALE 1 "=30' 0 5 10 FEET SCALE 1 "=5' 0 10 20 FEET SCALE MECHANICAL GEOTECHNICAL L— I VV./TV =85.2952 R=67.670 04-20-12 VAISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 150 100 50 50 0 14 N 0 0 0 nn nn ORIGINAL GROUND — 0') BEDROCK w I ACCESS ROAD 0 0 +00 +00 7 1 nn L I V %J l/ I V %i I I I I + a; ►1r) c r a_ = _7-c A +- 12.45% 0 N + 0 0 I I I I I I 1 +00 2+00 FILTER PLANT ACCESS ROAD PROFILE SCALE 1 "=30' 1 +00 2+00 0+00 ORIGINAL GROUND / BEDROCK — o N i TP-06 0 + Lc) +N 102.7 0 0 o N O N I CD+ O I (0 (.0 J a J N N (n W (n W I J J (n W (n W •997 -0.95% ACCESS ROAD 0.00% 0 0 c- +00 1 +00 POWERHOUSE ACCESS ROAD PROFILE SCALE 1 "=30' 1 �1 1.5 10� cn w 5.0' a BENCH I CONCRETE BARRIER (NOTE 3) 0 2.0 1 5I0' o N VARIES 10 I 2' MIN 1 r 1 10 - ANCHOR PIN 6" MINIMUM _ BASE COURSE D-1 SECTION A -A 10-SCALE: 1 ' =10' DESIGN ENGINEER DATE I-.C. MOEN 03-23-12 DESIGN CHECKED BY DATE DRAWN BY DATE CREATED T-.A. JOHNSON 03-23-12 ATE 14.0 DRAWING CHECKED BY MOEN03 D23-12 DISCIPLINE LEAD ENGINEER DATE E.X PERKINS 03-23-12 PROJECT ENGINEER DATE R.R. RODRIGUE 03-2-3-12 Ti SP JR PROJECT MANAGER DATE �.M. HART 03-�3-12 °Io RIo� �obRo ER°R 5 14 Iuu 1uu 50 50 �- 0 2+00 0 3+00 NOTES 150 1. SEE DRAWING 109-31-005 FOR EXCAVATION AT ANCHOR BLOCKS. 2. ACCESS TO WATER TREATMENT PLANT NEEDS TO BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. 3. PROVIDE (2) 1 " DIA X 30" GALVANIZED ANCHOR 100 PINS FOR EACH BARRIER PER AKDOT SPECIFICATION REF. G-46.10 "F" SHAPE BARRIER. 50 1 +00 2+00 WATER TREATMENT PLANT ACCESS ROAD PROFILE SCALE 1 "=30' ORIGINAL GROUND � ORIGINAL � DITCH GROUND 15.0' SEE 109-90-028 6'X2'X2' PRECAST CONCRETE BLOCKS 2% 3- 1 1' D1-BEDDING 4 BELOW PRECAST EXCESS BLOCKS EXCAVATION NATIVE DISPOSAL ORIGINAL BACKFILL GROUND 2.0' MATERIAL SECTION B-B SCALE: 1'=10' 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. Ar HATCH HATCH ASSOCIATES CONSULTANTS, INC. CITY AND BOROUGH OF SITKA, ALASKA POWERHOUSE ACCESS ROADS PROFILES AND ROAD GEOMETRY DRAWING NUMBER PROJECT No. A BLUE LAKE EXPANSION PROJECT 109-45-010 EV H332360 CURRENT 3 2 1 SAVED:04-23-2012 12:10pm Byjohn64914 2+6 00 50 n ANSI D CURRENT REV fm 0 C A A �cm o ch a N O 0 N � m 6, N O CYD r ow o z o w i J ARCHITECTURAL PENSTOCK DRAIN (109-32-001) CONC S AF \REMOVABLE STOP (109 LOGS WITH GUIDES (109-45-043) RAW WATER INTAKE CHANNEL W/REMOVABLE HSS STOP LOGS / (109-45-043) PLAN SCALE A 03-23-12 VAN ISSUE FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 6 (2) STATION SERVICE & RAW WATER TRANSFORMERS (109-45-041) RAW WATER SUPPLY PUMPS ON DECK EL 24.00 (109-45-093) DESIGN ENGINEER DATE 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 °EoERD COORR EN°R 5 4 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. -FArHATCH, HATCH ASSOCIATES CONSULTANTS, INC. CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 NOTES: 1. EXCAVATION DETAILS ARE SHOWN ON DRAWING 109-45-006. 2. PARKING AREA TO BE SLOPED TO DRAIN AWAY FROM POWERHOUSE. SLOPE TO BE Y4" PER FOOT FOR 24 FT (TYPICAL). FINAL GRADING AND PAVING DETAILS ARE SHOWN ON DRAWING 109-45-009. 0 20 40 FEET SCALE A 1 "=20' POWERHOUSE AREA GENERAL ARRANGEMENT PLAN DRAWING NUMBER 109-45-01 1 PROJECT No. A\ H332360 2 REVNT SAVED: 03-23-2012 1:30pm Bysuth64534 r C X A N N O N M N M O LU C) J 1.1 5 4 V+ 2 1 1 NOTES: 8 I 7 IN 1 2 T.O. CONIC (ROOF) EL 48.25 I F I APPROX. MAIN CRANE HOOK TRAVEL LIMIT SAFETY GATE LADDER UP TO WEATHER STATION PLATFORM I I N 0 i B D LADDER DOWN I w TO EL. 39.00 ;, o 7EDGE OF ROOF FACE OF COL. „ 1,_6„ I g I HANDRAIL (EXTEND HANDRAIL LADDER ANCHORS THROUGH 6" HOLLOW CORE PLANK) TYP. P LAN OFFICE/COMMON AREA ROOF EL 48.25 SCALE A 1 2 3 NOTE 1 16,_9�4„ 34,_93/4„ 0 14'-0" WIND WALL 109-45-053 W1 WT1 A FC FC FC FCL Li FC FC FC IFC==- DT co of I 0 109-45-053 � o 00 DT 109- 45- 053 Q T W5 LKI COMMON AREA �I O SENIOR LK EL 39.00 OPERATOR'S OFFICE EL 39.00 CD NOTE 7 z B � WALL 1'-0" I1 c� 00 N 0 N � o a, N p � r CDw o z o w J J ARCHITECTURAL 11'-4" WIND J DT 22'-11" 6'-43 � /4 DOOR DT DT 4 'll` • � � ,Illlllllllliii' LADDER USOUND PROOFING I TO EL 48.25 STAIRWAY No.1 109-45-200 WIND 9'-8" w2 4 ODUOtltllltlgMtl- tltlUUUUU GING DWG STICKS 109-45-053 T WIND SHELVI G PLAN OFFICE/COMMON AREA EL 39.00 SCALE A Al WALL T STAIRWAY No.2 109-45-202 LANDING AND ACCESS AT COMMON AREA EL 39.00 20'-6" 33'-0" I I MAX. HOOK T.O. CRANE RAIL o > T.O. CRANE RAIL EL. DETAIL 5 - 6" HOLLOW CORE PLANK 109-45-051 8" HOLLOW CORE PLANK W/&2" CONC. HEATING AND VENTILATION TOPPING EQUIPMENT LOCATED ABOVE D16 o 00 SUSPENDED CEILING // OFFICE/COMMON DWG 109-45-084 (NOTE 3) / RM FL EL 39.00 0 o o DETAIL 3 z 109-45-051 D11 / T.O. CONIC PIER AND \ / 0 0 PERIMETER CURB / EL 28.00 / CONTROL RM / FL EL 27.00 DETAIL 6 109-45-053 17'-6" HAND RAILING SHOP AREA PIPE TRENCH (BEYOND) I PENSTOCK_ EL. 10.11 B.O. CONIC EL 6.00 L - I DETAIL 3 109-45-051 DETAIL 4 109-45-051 UNITS T.O. CONIC (ROOF) EL 48.25 OFFICE/COMMON RM FL EL 39.00 I FACE MOUNTED HAND RAILING CONTROL RM FL EL 27.00 I COLUMN (BEYOND) TURBINE FL EL 13.00 ' . ' ' . ' ' CEILING OF B.O. CONIC DRAFT TUBE MEZZANINE FL EL 2.00 � EL 2.00 LAVATORY I EL 27.00 (BELOW) DRAFT TUBE T.O. CONIC O DRAFT TUBE 4 EL -8.00 FACE MOUNTED L-►A1 HAND RAILING 1 B.O. CONIC DRAFT TUBE EL -11.00 04-20-12 ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 6 DESIGN ENGINEER DATE 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 °CORD COORD EN�R 5 1 4 SECTION Al -Al OFFICE/COMMON/CONTROL AREA 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 1. BAY RESERVED FOR BRACING. 2. ARCHITECTURAL DETAILS ARE SHOWN ON DRAWING 109-45-051 THRU 109-45-053. 3. COORDINATE WITH MECHANICAL CONTRACTOR REGARDING HEATING AND VENTILATION EQUIPMENT TO BE LOCATED ABOVE SUSPENDED E CEILING. 4. REFER TO DWG'S 109-45-081 THRU 109-45-084 FOR HEATING AND VENTILATION EQUIPMENT AND DUCT WORK. 5. BUILDING SUPERSTRUCTURE STEEL (EXCLUDING INTERIOR STL. WALLS) WALL PANELS AND ROOF ARE OWNER FURNISHED. 6. DIMENSIONS LOCATING INTERIOR WALLS, COLUMNS, BEAMS, WINDOWS AND DOORS ARE MEASURED TO CENTERLINES, AS SHOWN. 7. FOR CIVIL/STRUCTURAL GENERAL NOTES, REFER TO DWG 109-01-01 1. FOR CIVIL/STRUCTURAL MISCELLANEOUS DETAILS REFER TO DWGS 109-90-001, 002 AND 003. 0 8 16 FEET SCALE A POWERHOUSE GENERAL ARRANGEMENT PLAN EL 48.25, EL 39.00 AND SECTION DRAWING NUMBER PROJECT No. A 10 9 - 45 - 013 H332360 SAVED: 04-20-2012 8:37am By suth64534 C Cf' rk 11 L 8 I 7 I 6 I 5 I 4 I 3 138'-6" N - 7 SPA@ 16' =1 12' O" TYP. DOOR CANOPY FDN. TYP. DOOR CANOPY FDN. DETAIL 1 (109-90-008) DETAIL 1 (109-90-008) 1 2 3 4 5 6 7 8 DOOR NOTE 2 8'_O„ NOTE 2 53,_O„ WALL r+ C � DOOR T.O. PERIMETER IL WIND ® DETAIL4,5 DETAIL 5 1 3;;� SLEEVE DETAIL 2 ® D2 CURB DETAIL 1 4'-0" 109 45-052 109-45-053 NOTE 7 2 o SLEEVE 109-45-053 EL 28.00 109-45-053 W1 D3 WT1 1'-0" A- - - ® ® - - - - - - ® ® , CT SK ® ® ® ® FC FC FC ir LK LK LK 777 17'-21/4" � WALL 9'-4�" � WALL 25'-Oy4" T EYE WASH STATION 0 0 0 0 L 0 T STATION SERVICE 480 VOLT CT q WALL I D 1125 VOLT DC BATTERY DISTRIBUTION MCC SWITCHGEAR � I REDUNDANT CHARGERSFRONT RANGE DETAIL 9 D8 DOOR 00 REDUNDANT INVERTERS BANK 0 109-45-052 D9 WT1 B„� LAI4� SYSTEM DISPLAY AND �� WALL CONTROL PANEL STAIRWAY No.3 - - C CONTROL PANEL 0 COMMUNICATION T6 o UP 109-45-203 FRONT CT (WIT: GEAR 109-45-053 CONTROL RM FL �, D11 N DETAIL 2,3 INSTRUMENT EL 27.00 O �� » STAIRWAY No.2 N 109-45-052 3109-45-053 RACK o DETAI 10 3 -10 x9 -9 CONIC STAIR - - 109-45-052 OPNG TO TURBINE FLOOR 109 45 202 WT1 PH NES D DETAIL 3 SRMDA INSTRUMENT 10-� WALL MEDIUM VOLTAGE SWITCHGEAR RACK MEZZANINE FL 109-45-053 EFRIG BREAK RM FL D DETAIL 1 CONTROL DESK - WT WC I 6'-2" EL 27.00 DETAIL 15JMENT 109-45-05 109 45-053 VATORY >1 DETAIL 13 EL 27.00 1'-0" '-7" DOOR DT 109-45-052 1 9-45-052 DETAIL 1,12 WT D � ® T4 MEZZANINE i D� W6 w� W8 109-45-052 JFD S I CONTROL PANEL I I I WALL - WALL B 0 - o 3'-8" 13,_ 1 " ® 8'-0" wg I� EL 27.00 , FACE MOUNTED EMERGENCY �' WIND (� WIND WI WIND 8'- HAND RAILING EXIT ONLY D5 WALL WALL TYP. DOOR FDN. < < < (109-45-022) UNITS - EL 21.00 8,-0» C C - ®® L- STAIRWAY No.1- - - - - - ® 109-45-200 TURBINE FL /3 EL 13.00 Ile o o GENERATOR EXHAUST D � i II � � � II DUCT, 8 Hx5 W (TYP) \I� / APPROX. � MAIN CRANE HOOK TRAVEL LIMIT B NTE2 2 I 1 23'-8" r►A 9 12'-0" ROLL UP DOOR 6'-6" DETAIL 67 DETAIL 8 109-45-052 109-45-052 - - - cl FT I D1 WATER METER AND RPZ I FD o I LANDING I EL 27.00 Oro STAIRWAY No.4 109-45-204 FID LANDING ® ACCESS BAY 1'-O" EL 21.00 EL 27.00 0 UNITS I l T.O. PERIMETER 22'-6" CURB (ACCESS BAY) EL 28.00 FD FACE MOUNTED (109-45-026) _ HAND RAILING ■ (TYP.)CIo CD N 3' MANDOOR I o D o D4 i C� L il- 109-45-019 I ® ® ® ® ® ® ® ® ® 0 ® ® ® ® ® ® ® ® D- - - - - - - - - - - - - - - - - NOTE 2 8 Hx5 W LOUVER, OTABALE ' ' 2'-6" ® UMP WATER PUMPS e 16'-0" ROLL UP DOOR 6'-6" UNIT 5 TYP (3) LOCATIONS UNIT 4 UNIT 3 ANEL 1 L 27.00 � » , 24 -9 (109-45-021) 32 -0 32 -0„ - 49 -9 NOTES: C DECK FOR RAW WATER fl 4A 109-45-018 SUPPLY PUMPS u 109-45-016 1. UNIFORM LIVE LOADS TO BE APPLIED TO DESIGN OF THE FOLLOWING: 4. STEEL COLUMNS, BASE PLATES AND ANCHOR BOLTS ALONG BLDG. PERIMETER (109-45-093) TO BE OWNER FURNISHED (CONTRACT No.7). TURBINE/SHOP FLOOR AT EL 13.00 - 1,000 psf i --�F-cl--- ACCESS BAY AT EL 27.00 - 1,000 psf; MAX. AXLE LOAD = 23,000Ibs. 5. DIMENSIONS LOCATING INTERIOR WALLS, COLUMNS, BEAMS, WINDOWS AND PLAN WITH MIN. AXLE SPACING OF 4'-0" DOORS ARE MEASURED TO CENTERLINES, AS SHOWN. EL 27.0 MEZZANINE FLOOR AT EL 27.00 - 300 psf SCALE A FLOOR AT EL 39.00 - 150 psf OR 1000 lb CONCENTRATED LOAD A WHICHEVER IS GREATER L C Cf' 0 8 16 FEET SCALE A is =1'-D„ A INTERIOR ROOF AT EL 48.25 - 100 psf p ALL GRATING AT EL. 13.00 - uon 300 psfA TRENCH GRATING AT EL. 13.00 - 1,000 psf 2. BAY RESERVED FOR BRACING. 3. TURBINE -GENERATOR EQUIPMENT BASED ON GILKES DRAWING 20679 SHT 2 OF 2; REV 9; DATED 08-09-201 1 DESIGN ENGINEER DATE P.G. DREYER 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. POWERHOUSE GENERAL ARRANGEMENT PLAN EL 27.00 DESIGN CHECKED BY DATE D.M. SUTHERLAND 03-23-12 DRAWN BY DATE CREATED N 03-23-12 HATCH ASSOCIATES CONSULTANTS, INC. 0 HATCH A7M.L. DRAWING CHECKED BY DATE CHECKED BY M.D. ISHMAN 03-23-12 DISIPLINE LEADDATE ScW. PERKINSR 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 DRAWING NUMBER 109 - 45 - 014 PROJECT No. A DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFTING COORD PRIME COORD PROD ENGR PROJECT MANAGER DATE S.M HART 03-23-12 H332360 ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 6 5 1 4 3 2 1 L 0 C ANSI D 8 I 7 I 6 I 5 138'-6" OVERALL NL 1 17'-6" 24'-9" 32'-0)$ .1 l UNIT 5 3 4 GENERATOR STRAINER R9GULATOR STATION I I SHOP AREA(�,P) EL 13.00 1 HPU HPU CONTROL UNIT 5 PANEL UNIT 5 1 8'-0" COLUMNS P I 109-45 020gr I I r LL EL 21.00 UNIT I STAIRWAY No.1 ' d - 1�9_4I5_200 - .� ,�, G NE IGI NERATOR PIT EL 10.44 6'-8Y4» Ty TURBINE FL EL 13.00 F GENERATOR LINE CUBICLE UNIT 5 ACCESS SHAFT TO DRAINAGE SUMP (NOTE 3) 18' -Oy4„ 4'-0" (TYP) DRAFT TUBE 5 NOTES: L►c 109-45-018 1. TURBINE -GENERATOR EQUIPMENT BASED ON GILKES DRAWING 20679 SHT 2 OF 2; REV 9; DATED 08/09/2011. A 2. GENERATOR EXHAUST HOOD NOT SHOWN. REFER TO DWG 109-45-014. 3. REFER TO DWGS. 109-45-032. 109-45-033 AND 109-45-208 FOR DRAINAGE SUMP AND OIL SEPARATOR PIT MISCELLANEOUS DETAIL INFORMATION. co cn 001No 4. REFER TO DWG. 109-45-208 FOR PIPE TRENCH DETAIL INFORMATION. 0 N � oJ, N o 5. REFER TO DWGS 109-45-063, 109-45-074 AND 109-45-082 FOR C w MECHANICAL INFORMATION. o z w o J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 0 32'-0$$ 3 F*B 5 6 7 8 UNIT 4 UNIT 3 DETAIL 4 7'�' C STRAINER STATION 10945-053 WALL 3'x3' W / UP UP HEATER s s SHOWER/ � WASHROOM PIPE TRENCH 1 - /1 AIR FD EL 13.00 CO RESS� COMPRESSOR RY (NOTE 4) o 3'-0" ST IRWAY No.3 LANDING / / T4 BAN / AB Q- EL 17.67 109-45-053 / / 109 45-203 PIPE TRENCH/ PIPE TRENCH o TURBINE FL (NOTE 4)/ / NOTE 4) EL 13.00 HPU i / 10��45-053 HPU CONTROL UNIT 4 / / HP CONTROL HPU>>/ / / PANEL UNIT 4 / , PA EL UNIT 3 NIT 3 � STU WALL / 1 / 2 SIDES CpL IN T INL Al V VE LVE UNIT NIT 4 UNIT 3 TURBINE FL EL 13.00 VALVE PIT VALVE PIT VALVE PIT EL 5.94 109�45-020 , EL 5.94 , EL 5.94 Jr I- •,'J - - BIRIE- GENERATQR NEUTRAL UNIT 4 GENERATQR NEUTRAL NIT 3 I GENERATOR NEUTRAL CUBIC E UN T 5 frff= CUBICLE UN T 4 �,`f CUBICLE UNIT 3 f I � I TOR 8000 VENT G NE TOR 8" 0 VENT 1 - GE RA OR - - 5 w/COVER vI�I w/COVER UNI � I I � IG NERATOR PIT _ IG NERATOR PIT _ EL 10.44 EL 10.44 r r3-0 4, _0„ r r GENERATOR r it GENR T0� r �i r� �r LINE CUBICLE i� �r I LINE �UBICLETi, � r � UNIT 4 � r � UNIT 3 TURBINE -GENERATOR PIT T.O. .O. TURBINE -GENERATOR PIT CURB EL 13.50 ( TYP ) r r�i �� �GRATING (109-45-210) r/ it �c. GOy i it �k, i r GROUNDING REACTOR �\ GROUNDING REACTOR TURBINE FL CUBICLE UNIT 4 i i EL 13.00 i CUBICLE UNIT 5 � II, E URBINE-GENE TOR TURBINE -GENERATOR TURBINE -GENERATOR CONTROL PANEL UNIT 3 CONTROL PANEL UNIT 5 CONTROL PANEL UNIT 4 DRAINAGE SUMP (BELOW) 32'-0" DRAFT TUBE 4 ACCESS SHAFT TO OIL SEPARATOR PIT OIL SEPARATOR PIT (BELOW) (NOTE 3) 32'-0" DRAFT TUBE 3 2'-6" L♦B PLAN 109-45-017 EL 13.00 SCALE A DESIGN ENGINEER DATE 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 04-20-12 A ISSUED FOR BID MLR SWP PRR P.R. RODRIGUE 03-23-12 PROJECT MANAGER DATE DATE REV DESCRIPTION OF ISSUES & REVISIONS DCOORDG �OaRo PRIME ENGRPROJ S. HART Co.. ENGR 03-23-12 6 5 4 56'-5Y4" TO PH CORNER ABOVE 2 21'-0" rA -STAIRWAY No.4 109-45-204 -UNITS 0 i LANDING EL 21.00 L� GROUNDING REACTOR CUBICLE UNIT 3 RAW WATER MCC 2,-6„ OUTLINE OF POWERHOUSEI (ABOVE) L♦A 109-45-016 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 D J 109-45-019 SCALE 0 8 16 FEET POWERHOUSE GENERAL ARRANGEMENT PLAN EL 13.00 DRAWING NUMBER BLUE LAKE EXPANSION PROJECT 109-45-015 3 1 2 PROJECT No. 4u, H332360 EV 1 SAVED: 04-20-2012 8:33am By suth64534 A C 10 If n N N O N N O LU W C) J W N CV O N N O L.LJ J d 0- LP N O N Co CV O L.LJ J d Q m N CV O N N O L.LJ J d ti LP N O N Co CV O L.LJ J d N N CV O N N O L.LJ J d ON I 0 N N O L.LJ J d Q 00 O N N O L.LJ J d 8 N 1 0-5" 7 1.1 5 7 SPA©16'=112'-O" 138'-6" 4 1 3 1 2 23'-8" 1'-5" L 1'-0" T.O. CONIC PIER AND PERIMETER CURB EL 28.00 D 0 DB A I CUT-OUT EL 27.00 B C t 2,_6» a-- - T.O. CONIC PERIMETER CURB EL 28.00 C t .1 FOR LOCATION OF ALL DOORS r+ G r* J REFER TO DWG'S 107-45-001, 107-45-002 AND 2 107-45-003 3 4 12'-23/4" 3'-4y2" ETAIL 6 DNOTE 4 (TYP) 109-45-038 T.O. CONIC PIER AND co CUT-OUT PERIMETER CURB EL 27.00 EL 28.00 0 Fi I T 0_ T� L L 0, i- - - T� 1'-6" TYP I I I 0 CONTROL RM FL - BREAK RM FL EL 27.00 `V L EL 27.00 I I r+H 5 5,_9/4„ 4'-4y2» DETAIL 7 109-45-038 6 7 8 12'-0" CUT-OUT T.O. CONIC PIER AND PERIMETER CURB I I CUT-OUT EL 27.00 EL 28.00 EL 27.00 0 a 0 0 0 0 T-T-7 T_ I" T I T LOW VOLT. SWGR o , - I OPN'G (NOTE 5) I >`' SLAB OPNGS, TYP (NOTE 5) 1'-6" o "014J r_ 9,_9„ I _ I I MEZZANINE FLP' 3'-0" _T __L4140 EL 27.00 TYP ® ® ® ® ® ® ® SLOPE _ E L I J J LL __1 DETAIL 4 D OPN'G (NOTE 5)-� F - - T-45-038Lli O LF_ 7, _E� L L 774 1 iT 71 1 DElAIL 2 DElAIL 2 DETAIL 2 DETAIL 3 \ 10945-038 1 9�45-038 109 45-038 109-45-�381 SECTION E-E L� G 1 Q9-45-0 3 109-45-046 / O (TYP 4 PLACES) L 109-45-034 I � I � L 109 5-032 - DETAIL 5 9 6'-6" 1'-(1" SLOPE SLOPE 19 -6 » > \ 29 -6 31 -0 I / 30 -0 6'-7 SLOB- 109-45- 38 rm NOTES L+ J 109-45-034 1. FOR LEGEND AND ABBREVIATIONS REFER TO DWG 109-01-010. 2. 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. 3. DESIGN LIVE LOADS ARE AS FOLLOWS: TURBINE/SHOP FLOOR AT EL 13.00 - 1,000 psf ACCESS BAY AT EL 27.00 - 1,000 psf; MAX. AXLE LOAD = 23,000LBS WITH 4'-0" MIN AXLE SPACING MEZZANINE FLOOR AT EL 27.00 - 300 psf FLOOR AT EL 39.00 - 150 psf OR 1000 lb CONCENTRATED LOAD A WHICHEVER IS GREATER INTERIOR ROOF AT EL 48.25 - 100 psf ALL GRATING AT EL 13.00 UON - 300 psf TRENCH GRATING AT EL 13.00 - 1,000 psf �,I� 4. STEEL COLUMNS, BASE PLATES AND ANCHOR BOLTS ALONG BLDG. PERIMETER TO BE OWNER o Ln FURNISHED (CONTRACT No.7). REFER TO DWG 109-45-038 FOR ADDITIONAL INFORMATION. N p � r o w 5. FOR SLAB OPNG. LOCATION AND SIZE REFER TO DWG 109-45-027 AND 109-45-028. o z w o J J r ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL I GEOTECHNICAL - T.O. CONC H 109-45-033 EL 28.00 6. WATERSTOP SHALL BE CONTINUOUS AT CONSTRUCTION JOINTS BELOW EL 27.00 7. EL 27.00 CONC BEAM AND COLUMN LAYOUT PER DWGS. 109-45-027 AND 109-45-028. -- 8. COORDINATE PLACEMENT OF EMBEDDED ITEMS FROM CONTRACT 7 AND ANY OTHER EQUIPMENT CONTRACTS WITH CONSTRUCTION CONTRACT 9 (ANCHOR BOLTS, EQUIPMENT FRAMING, ETC.). 9. COORDINATE WITH BUILDING SUPPLIER DRAWINGS (CONTRACT 7) PRECAST WALL PANEL ROUGH OPENINGS WITH FOUNDATION CUT OUTS SHOWN ON THE DRAWINGS. PLAN (109-45-027 & 028) 10. ALL MANDATORY CONSTRUCTION JOINTS (CJ) ARE SHOWN ON CONCRETE AND REINFORCING EL 27.00 DRAWINGS. ALL OTHER CJ ARE FOR CONTRACTORS MEANS AND METHODS AND SHALL BE SCALE A SUBMITTED TO RPR FOR APPROVAL PRIOR TO CONSTRUCTION. 04-20-12 VAN ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS 6 DESIGN ENGINEER DATE 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 °CORD CRRD EN�R 5 1 4 EL 27.00 Mwill11 > IliIl 11m�1: *:IF[, re, �mwm I roffil � I I L I A Ira 64, 1 ACCESS BAY 109-45 031 EL 27.00 NOM LLJ a_ 0 01 22'-6" ACCESS BAY i- - - I LiJ 0 _J V) SLOB_ ® SLOPE 109-45-032 O J 04 V, CUT-OUT EL 16'-0" 6'-6" RAW WATER SUPPLY SYSTEM PUMP DECK (109-45-093) 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 T.O. CONIC PIER AND PERIMETER CURB EL 28.00 0 CV I`1 109-45-031 J T.O. CONIC PIER AND PERIMETER CURB EL 28.00 o CV 1'-0" 0 C'4 CUT-OUT EL 27.667 CD I �I T.O. CONIC PIER AND PERIMETER CURB EL 28.00 0 8 16 FEET SCALE A POWERHOUSE CONCRETE AND REINFORCING PLAN EL 27.00 DRAWING NUMBER BLUE LAKE EXPANSION PROJECT 109-45-026 3 1 2 PROJECT No. A H332360 REV 1 SAVED: 04-20-2012 8:54am By karc48563 L E C ►l E.3 7 5 4 3 2 a 00 N O Ln V m O oo N O Lo LL w x 75 LL¢ � r � Tlti CV N 0 0 CV Ln o a, CV p ,'I- C:) o z O w J n = L 0 C M. ANSI D n4N EL. 28.00 EL. 27.00 rLMI14 (109-45-02b) EL 27.00 WALL SCALE A n=AI1 1 DETAIL BM 1 NOTES: '-.III IIIL n 1. FOR LEGEND AND ABBREVIATIONS REFER TO DWG 109-01-010. A 2. FOR ADDITIONAL NOTES REFER TO DWG 109-45-026. 3. SLAB REINF.: #4@8 T&B EW UON. FOR REINF POSITIONING AT BEAMS, REFER TO DWG 109-45-039 DETAILS. 4. FOR WALL REINF., REFER TO DWG 109-45-040. 5. CONC. FOR SLAB, BEAMS, WALLS AND CURB SHALL BE MIX C PER SPEC. SECT. 03300, UON ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - ULIHIL L 109-45-038 uAr bAKJ � I Y F-) 04-20-12 VAN ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS 6 DESIGN ENGINEER DATE 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 DRAFTING COORD COORD OOR ENGRPROJ ENGR 5 1 4 I 8'-6" SCALE A SC;ALL A 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 Tm HATCH ASSOCIATES CONSULTANTS, INC. CONCRETE AND REINFORCING DETAIL PLAN EL 27.00 CITY AND BOROUGH OF SITKA, ALASKA SHEET 1 DRAWING NUMBER PROJECT No. A BLUE LAKE EXPANSION PROJECT 109-45-027 H332360 CURRRENT 3 1 2 1 1 SAVED: 04-20-2012 11:55am By rich220533 L C C0 If 11 8 I 7 5 4 3 2 L 0 C M. I1 75 r � rlco CV N r � 0 CV "71 o CV p ,'I - CD w o z o Lu i J ANSI D N ARCHITECTURAL 6 NOTE 7 (TYP) 110„ 4,_5y2„ 1,_O„ 5,_O„ 1,_0„ �BI BEAM I BEAM — T T T T.O. CONC. PIER AND 7 PERIMETER CURB EL 28.00 8'-0" BEAM 1 (2)#4@8, T&B 8 5'-0" 1'-0'I' 5'-0" 1'-0'I' 6'-1" 2'-6" N. BEAM BEAM WALL IN 11 Oil mrm FAA 0) 4y6„ I I NOTE 6 (TYP) I I I I I I I r l I 4"x8" OPENING MEZZANINE I I NOTE 6 (TYP.) FLOOR I 1'-10" 1'-6" 1 9'-8" I I N I EL 27irl.00 I 1 NOTE 6 I I NOTE 3 I I I NOTE 3 � I 3 -5 2 TYP I I I � CL I I m o l_ I I I 3'-0" SPA. I I o I I I 2 I I I I I I J V w l Li �j I I o (TYP.) I I I � a I I o f N I DETAIL BM I _ I (NOTE 6) o I I I I I I I I I � �I I 109-45-039 �------ �------- � �- -- --------� �------ _j ¢ �I BEAM 12"x16' BEAM 12"x16" 6 BEAM 12"x16" BEAM 12%16" in I 1 -- I I x ,� I i �� ME OLT G R I OP G ( 6) I I -2'-g„- I - ---- -- I �-- F -------o � � CO -1 �--------- I BEAM 24"x48" I I I o (NOTE 3) CV�_r N 0 I I REIN . FPR TENETRATION REF R TO DETAIL DWG 109- 0-001 (TYP.) — I I 1 3'-0" LOW IVOLT SWGR OPE ING NOTE 6) 16'-7" #6 U-BARS@12 Cal REF DETAIL 12 _j (109-45-040) �' 48 Q FOR WALL REINF. m T&B #9 U-BAR TYP 71- 4 Y2 „ I I 3'-01x2'-0" OPENING FOR MED. 21-0"x2'-0" o I BM CONC. COLUMN VOLT SWGR. TYP.(NOTE 6) CONC. COLUMN 5'-5y" 2 I I We 31'-0" H il COLUMN 30'-0" PLAN (109-45-026) EL 27.00 SCALE A 71 1 I I I 3'-0" 2'-6" CORBEL WALL #6 T&B NOTE 4 �o (3)#9 U-BARS @2'-0" o ACCESS BAY EL 27.00 \\---(20)#9 U-BARS @2'-0" 9 1'-5" (2)U-BAR DWLS 4 LOCATIONS ALONG CL9) `.J NOTE 4 (109-45-026) SECTION Al -Al DETAIL 4 SCALE A 109-45-038 DESIGN ENGINEER DATE ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND P.G. DREYER 03-23-12 (ALASKA GI CTCERCTEDRREGISTRATION SESESPFEIENNERNOTEFLTERNNEERRALPFFTUTESTETHAIGUNDH DESIGN CHECKED BY DATE DIRECTION OF DROSSONALL THE GINSHLAXXOHEMEIR "ALTERED D.M. SUTHERLAND 03-23-12 SEAL, THE NOTATION 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. DRAWN BY M.L. C N DATE CREATED 03-23-12 HATCH TM HATCH ASSOCIA TES CONSULTANTS, INC. 0 CH DRAWING CHECKEDED BY BY DATE M.D. ISHMAN 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA PROJECT ENGINEER DATE 04-20-12/A\ ISSUED FOR BID MLR SWP PRR P.R. RODRIGUE PROJECT MANAGER 03-23-12 DATE BLUE LAKE EXPANSION PROJECT DATE REV DESCRIPTION OF ISSUES & REVISIONS DRa ING PRIME PRO S.M. HART ;.OGRD COORD ENGR 03-23-12 CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 6 1 5 1 4 1 3 1 2 NOTES: 1. FOR LEGEND AND ABBREVIATIONS REFER TO DWG 109-01-010. 2. FOR ADDITIONAL NOTES REFER TO DWG 109-45-026. 3. SLAB REINF.: #4@8 T&B EW UON. FOR REINF POSITIONING AT BEAMS, REFER TO DWG 109-45-039 DETAILS. E 4. NORTH/SOUTH SLAB REINF. CONTINUES TO SOUTH EXTERIOR WALL OUTSIDE EDGE. 5. U BARS TYP. NORTH AND SOUTH END OF NORTH/SOUTH SLAB REINF. 6. COORDINATE OPENING SIZE AND LOCATION WITH SWITCHGEAR VENDOR CERTIFIED DRAWINGS ON MEDIUM AND LOW VOLTAGE EQUIPMENT PRIOR TO CONSTRUCTION. NOTIFY RPR ANY POSSIBLE INTERFERENCE WITH FLOOR BEAMS. 7. FOR WALL REINF., REFER TO DWG 109-45-040. 8. CONC. FOR SLAB, BEAMS, WALLS AND CURB SHALL BE MIX C PER SPEC. SECT. 03300, UON. 0 4 8 FEET SCALE A a POWERHOUSE CONCRETE AND REINFORCING DETAIL PLAN EL 27.00 SHEET 2 DRAWING NUMBER PROJECT No. A 109-45-028 H332360 G"RE CURRENT SAVED: 04-20-2012 11:56am By rich220533 C C If w 8 7 6 5 4 3 2 1 NT NOTES: 138'-6" OVERALL 1. FOR LEGEND AND ABBREVIATIONS REFER TO DWG NG 1 17'-6" 21'-0" 109-01-010. 24'-9" 32'-0" 32'-0" 2. FOR ADDITIONAL NOTES REFER TO DWG 109-45-026. U 3. TURBINE/GENERATOR ARRANGEMENT BASED ON GILKES UNIT 5 UNIT 4 UNIT 3 DRAWING 141485 REV.3 DATED 3_10_11. VERIFY WITH E APPROVED SHOP DWGS. E 1 2 3 4 H T 6 7 $ DETAIL o40 2 9 109-45-033 4. WALL REINFORCEMENT REFER TO DWG 109-45-040. 1'-5" r*G r♦l _ i2'-6" r* V i2�� DETAI o40 0 EXCWP #3 I 5. TOP REINFORCEMENT SHOWN AT UNIT 4 TURBINE PIT EXCWP 4 I DETAIL 9 I I 1 I � I #9@112 HORIZ. IE.F. � I I � � I TYPICAL OTHER UNITS. BOTTOM REINFORCEMENT # _ _ , „ N , SHOWN AT UNIT 5 TURBINE PIT TYPICAL OTHER UNITS. 4 -0" 109 45 040 (1 1)#10 GROUTED DWLS@4 -0 SPA 163-0" (5�#10 GROUTED DWLS@4 -0 SPA 16'-6" , 5)#1 GROUTED DWLS@4 -0 SPA / r T 109-45-036 / 6. FOR GENERATOR PIT CURB AND BEAM POCKETS REFER • • • • • • • • • • • • • / - -- TO DWG 109-45-210. A • • • • • • • • • • • • • r / 7. FOR EQUIPMENT HOUSE KEEPING PAD LOCATIONS, C° 10@12 BOTT W L BARS / O TURBINE FL I I / / 10@12 I • • _ REFER TO DWGS 109-45-074 AND 109-45-078. i� TO MATCH WALL C LUMN REINF. TYP / I / BOTT m 11 FOR SCHEDULE AND STD. DETAIL, REFER TO DWG 10@ 12 II EL 13.00 I I I / w BOTT I / r �0�� / 3'_0% N o 109-90-008. / I G 1 ©12 /t I / 8. CONC. FOR WALLS SHALL BE MIX C PER SPEC. SECT / I # I @) / rn 1 0 I �I I VTTT / I PIPE SLAB o I SHOP AREA TYP I �� �' PIPE TRENCH PENSTOCK °' / B3PER SPEC SECT 03300. AT CONC� ENCASING SHALL BE MIX 2'-6" I EL 13.00 PIPE ��' r / _ TRENCH I /� r / I (NOTE 12) ACCESS I PENSTOCK SHALL BE MIX C. �I I G I \ / o) #6 U BARS (NOT 12)I \ / G� I HATCH I / a \ p I TRENCH Q. ��' 110@12 10@12 I CJ D - (NOTE 12) oQ�' Q o� BOTT �`SJ, - BOTT O 9. PROVIDE REINF AT PRIMARY CONIC OPNG PER REINF r J �J� ,j, a 4- �/ r / AT PENETRATIONS DETAILS, DWG 109-90-001, TYP I'ZImo, I �p O� FQ �� I �� ALL DRAFT TUBES. o i 6'-83/4" TYP / S SA MARK I RA-8 G oo DETAIL 14 1 U109-45-036 I / ANCH R REFER f0 �9 10. SLAB REINF #8@12 T&B, EW U.O.N. I • - • J DWG 109-90-009 • � 109-45-035 _ _ 6 U BARS I ,�, _ I • • N COL'S �� 17 11. EXCAVATION WORK POINT COORDINATES SHOWN ON - - - - - - - - 3 - COL'S DWG 109-45-007. I / B A NOTE 9 G I ♦ci A 12. REFER TO DWG 109-45-015 FOR PIPE TRENCH • I 'rJ • • °� 1 9-45 031 LOCATION. P , • r / I • � �o , R / R • J OO o I I / �. O 6@8 Q � 13. REFER TO DWG 109-45-015 FOR FLOOR EL. 13.00 Q J [if- CD _ h�°c i �S / GENERAL ARRANGEMENT. I cn I I �, I 1 45-034LLJ o Q m F 9Q \ / I \ \ / F �, CN �i 14. REFER TO DWG 109-45-037 FOR Ll o J I U-)/ �I �9 • M 1'09-45-035 I- I • I I- 9> • / r < TURBINE/GENERATOR PIT. 1 z � I I - �JRBINE PIT I �o°' I (2)#8@6" I II TURBINE PIT J _ m N - - UNIT 5 ,% - ��' - - o a 15. LIMITS OF INTERNAL BEAM SHOWN, REFER TO DWG - _ i� - _ DIAGONAL@E��. - UNIT 3 \ I 0 @ URBIN PIT RN -ER \ - - o 109-45-039 DETAIL 13. 0 ILB o I I I U 4 O I I ,, I O U AR B 109-45-031 0 � 0 16. 8 SPLAYED U-BARS (TOP), STRAIGHT BARS BOTT. F AND HOOPS AROUND PENSTOCK) (BOTT.) I I I � I I I � I I I I � � o I )= 9 E Q. SPA. TIE BAR J -- - - --�-------- -- -- ----- - �p 1 --- --- -�- --- - --- - �1* -- -�_ _ -- - U-BARS AND STRAIGHT BARS MAX. SPLAYED SPA. _ 0 15-1/2", MIN. SPLAYED SPA. = 3". Ld - - 0 #8@ 12 I OI # @ 12 - ©1 -O U BARS - N CD- �0� so O N 109-45-0 5 O O z • • 8 L BAR FS, EL 10.06 I EL 10.06 EL 10.06 w , -OF - - _ @ BARS o M cn i a CDa I I I -I--- -- -�-1 T.O. CURB � m Q EL 13.50 (TYP ON I NOTE 15 ADD'L O I\ I �Q\ ADd'L #612 I r7 ao O I �P�D�D� �Qi O \PLO lb 2'- 6 © 1 4 - 0 N @ 12 I �P�\ h NOTE 115 I ��� 00 �� ��,J� J Q3 ,`�C, #8 L BAR Q3 / C I #8 L BAR TYP I �/ G� I TURBINE FLI N�O I� o I 2 8@6" ALL U BAR U BAR • C 109-45-032 B --- + -- EL 13.00 0 -- - UNITS (T4) _ -- I - -t -- -- - DRAINAGE 1 109 P 035 OIL SEPARAT�R N L AR TIV BARD LS o (-,I iMP (BELOW) I PIT (BELO DWLS i • • f D - •- - • • - - • • - • • - - • • - - • -• - - • • - - • • •- - - T.O. DROP INLET (TYP 10 PLACES) DRAFT TUBE 5 #8 U BAR CL #8 L BAR - ^ EXCWP #1 EL 12.67 DRAFT TUBE 4 #8 U BAR DRAFT TUBE 3 5'-0" 5'-0" 8'-6" EXCWP #2 (NOTE 11) TYP. PERIMETER TRENCH DRAIN, ACCESS SHAFT (PROVIDE STD. REINF. AT PENETRATION); REFER TO DWGS GRATING SUPPORT LEDGE DETAIL (NOTE 2) (TYP) 109-45-095 AND 7'-6" 34'-11" 6"Wx2"MIN DEEP, TYP 4H 109-45-033 DETAIL 11 096 REFER TO DWG. 109-45-063 V 109-45-034 32'_O" 109-45-040 SUPPLY RSYS RAW EM WATER #6 DWLS @ #6 DWLS @ 2'-0" VERT. SPA FOR TRENCH LOCATION AND DWG. 109-45-039 DETAIL 15 2 -0 VERT. SPA FOR REINFORCEMENT J 109-45-034 PLAN 56'-5%" TO POWERHOUSE CORNER ABOVE PLACEMENT AT TRENCH. EL 13.00 18'-01/4" 32'-0" SCALE A A DESIGN ENGINEER DATE ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND AP.G. OBEYER 03-2 ACTINLANDSG UNDERCTHE CDIREC IONTOF OR STA L ENSEDAPE ARHITETS REGISRATION AC" (ALASKASPROFESSIONAL ENGIN ER.TATUTE 'AS 08.48') MAYNOTHE ALTERING ENGINEERR T BE ALTERED BY OTHERSHALL AFFIX lANY 0 TOUTHESTEMETHEIR IS DESIGN CHECKED BY DATEE SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN D.M. SUTHERLAND 03-23-12 THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 75 DRAWN BY DATE CREATED Q M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE HATCHTmHATCH ASSOCIA TES CONSULTANTS, INC. NI� M.D. ISHMAN 03-23-12 0 f DISCIPLINE LEAD ENGINEER DATE CV Ln AS.W. PERKINS 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA N o PROJECT ENGINEER DATE o w o 04-20-12 ISSUED FOR BID MLR SWP PRR PoRcT RODRIGUE 03 n E-12 MANAGER BLUE LAKE EXPANSION PROJECT ow DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFTING PRIME PROD COORD COORD ENGR S.M. HART 03-23-12 n J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 6 5 4 3 2 rk UTLINE OF OWERHOUSE \BOVE) 0 8 16 FEET SCALE A A POWERHOUSE CONCRETE AND REINFORCING PLAN EL 13.00 DRAWING NUMBER PROJECT No. A 109-45-029 H332360 G REVNT 1 SAVED: 04-20-2012 11:57am By rich220533 Q CV O CV O CV O L.LJ CD J d ANSI D 8 I 7 I 6 I 5 I 4 I 3 I 2 I 1 L 11 C CONIC PANEL FACADE T.O. CONIC PIER PERIMETER CURB EL 28.00 T.O. CONIC FL EL 27.00 T.O. CONIC TURBINE FL EL 13.00 EL 10.00 MATCH WA REINF. SCALE A 120'-6" 6" WS, TYP 1 2 3 4 5 SELF LEVELING GROUT, TYP. FOR SECONDARY CONC. REFER (NOTE 5 DWG. 109-45-035) TO DWG. 109-45-035, TYP. EL 13.00 • , GENERATOR PIT (TYP) EL. 10.06 EL 10.00 • EL 10.06 EL 10.44 EL 10.06 EL 10.44 • • • TURBINE PIT • • • • EL 6.97 TYP a� • DT CEILING EL VARIES 12'-0" DT FL EL VARIES • 6" WS, TYP. NOTES: DRAFT TUBE 5 1. FOR LEGEND AND ABBREVIATIONS REFER TO DWG 109-01-010. 2. FOR ADDITIONAL NOTES REFER TO DWG 109-45-026. A 3. ROCK ANCHORS NOT SHOWN, REFER TO DRAWING 109-45-034 SECTION V-V, SECTION K-K AND TO DRAWING 109-45-037 4. FOR GRATING SUPPORT EMBEDMENTS REFER TO DWGS. 109-45-210 THRU 214 cn T-c� � 5. HANDRAIL NOT SHOWN REFER TO DWG. 109-45-210. Nlcm f o o T 6. CONC. IN WALLS ABOVE EL. 13.00 SHALL BE MIX C, CONC. BELOW EL. 13.00 SHALL BE MIX B, UON ON THESE DRAWINGS. ow o z w O J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - EL 2.00, TYP 01 • DT CEILING EL VARIES 12'-0" DT FL EL VARIES EL. 10.06 I 6 7 8 EL. 10.06 • EL 10.06 • • I DT CEILING EL VARIES 12'-0" DT FL EL VARIES DRAFT TUBE 4 � DRAFT TUBE 3 SECTION B-B 109-45-029 (SEE SECTION A -A FOR REINF. CALL OUTS) �(AIF A DESIGN ENGINEER DATE 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 04-20-12 VAN ISSUED FOR BID MLR SWP PRR P.R. RODRIGUE 03-23-12 PROJECT MANAGER DATE DATE REV DESCRIPTION OF ISSUES & REVISIONS DCOORD PRIME PRO COORD ENGR S.M. HART 03-23-12 COORD 6 1 5 14 EL 10.44 • /• • r 4 1 B.O. CONIC EL VARIES rl,os 71 F a==L =0 EL 7.00 EL -3.00 EL 13.00 EL 10.00 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 BLUE LAKE EXPANSION PROJECT 3 1 2 ;URB m 0 2 4 FEET SCALE B " 0 8 16 FEET SCALE A is"=1'-0„ POWERHOUSE CONCRETE AND REINFORCING SECTIONS SHEET 1 DRAWING NUMBER 109-45-031 PROJECT No. A� H332360 G REVNT 1 SAVED: 04-20-2012 11:59am By rich220533 L C C ►� 0 CV CV O CV O CV O L.LJ CD J d N O N CV O N O N O L.LJ J d ANSI D 8 T.O. CONC PIER AND PERIMETER CURB EL 28.00 T.O. PARKING LOT L T.O. GRADE T.O. ROCK VARIES 6" WS 7� TU, RNING PT � PENSTOCK EL 10.11 I_ III B.O. CONC EL 6.00 WS TO PENSTOCK ANCHOR BLOCK 0 T.O. CONC PI PERIMETER Cl EL 28.00 C T.O. ROCK V T.O. CONC 6 TURBINE FL 0 EL 13.00 B.O. CONC EL 10.00 w 7 CONTROL RM FL EL 27.00 WALL, SLAB AND ' 1 1'-10%6" BEAM REINF. NOT THRUST RING 5'-%4" SHOWN OD x 4'-7 Y/4" ID x 3/4" TH K 14'-4%" I TURBINE FLOOR EL 13.00 3 B.O. CON( EL 2.00 CONC. MIX C PENSTOCK ENCASEMENT - UNITS 8'-75Y„ $ 5 TURNING PT 4 0 I 4'-10" I 1'-11%" 1'-1y" FOR SECONDARY CONC. REFER TO GILKES APPROVED 4'-0" 12'-0" FOUNDATION DETAIL DRAWINGS WWF 44 - W26xW26 ' » ' 13 -6�2 6 -5)/2#8@ 12 3'-3Y8" 6'-6Y/4" _CD2'-5Y/» • II o s • I 1 EL 10.4 • IEL 10.06 VALVE PIT EL 6.97 • EL 5.94 • • - - •• CJ 6" W/WS � �' 9,-6„ RA-8 TYP. #10 18'-6„ SECTION V-V 109-45-029 (POWERHOUSE DISTORTED) ALONG PENSTOCK, UNIT AND DRAFT TUBE SCALE A SECTION J-J 109-45-026, 029, 030 SCALE A C 0 CV -p rlv CV Co r � o CV Cn o a, CV C ,'I- r ow o z CDw J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - CONC. MIX B T.O. CONC EL 28.00 3 TYP. WALL REINF. 4'-6" 2'-6" NOT SHOWN FOR CLARITY BEAM EL 27.00 TURBINE FL EL 13.00 (6)#4©8x9'-O" LG EF CENTER ABOUT BEAM H.P. CEILING 10 ADD'L #10©8(OUTSIDE FACE) () EL 8.40 10ADD'L 8@12 INSIDE FACE COORDINATE REBAR PLACEMENT AND OVERALL QUANTITY WITH DWG 109-45-40 2 1 1 NOTES: 1. FOR LEGEND AND ABBREVIATIONS REFER TO DWG 109-01-010. 2. FOR ADDITIONAL NOTES REFER TO DWG 109-45-026. 4. CONC. IN WALLS ABOVE 13.00 SHALL BE MIX C, CONC. BELOW EL. 13.00 SHALL BE MIX B, U.O.N. ON THESE DRAWINGS. T.O. CONICLEGEND EL 28.00 PRIMARY CONCRETE OPNC AT WEST SECONDARY CONCRETE WALL ONLY � (CONC. MIX C SPEC. SECTION 03300 UON) 1'-0"TYP. TURBINE FL EL 13.00 -VA-- I = # 10 NORTH/SOUTH AND EAST/WEST T.O. CONC SECTION L-L 109-45-026 REINF., TYP. DRAFT 8EL 008E (WEST WALL SHOWN, EAST WALL SIMILAR) SCALE A • • 8 B.O. CONC 23'-0" • • • EL -6.00 CL OF TURBINE THRUST RING 5'-Y/4" OD x • 4'-7 Y/4" ID x Y/4" TH K PENSTOCK ACCESS HATCH TURBINE FLOOR 3'-11y4" WALL REINF. NOT EL 13.00 SHOWN REFER TO 04-20-12 VAN ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 T.O. CONC EL 28.00 .0. PARKING LOT FOR WALL REINF. REFER TO DWG 109-45-040 WALL TYPE 4 0. GRADE 0. ROCK VARIES MATCH FOUNDATION WALL REINF. TURBINE FL EL 13.00 H.P. CEILING EL 8.40 T.O. CONC DRAFT TUBE EL -1.80 B.O. CONC EL -6.00 DESIGN ENGINEER DATE 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 DRAFTING COORD PRIME COORD PROS ENGR 5 4 CONC. MIX B VALVE PIT EL 5.94 B.O. CONC EL 2.00 SECONDARY CONC REINF, REFER TO DETAIL 14, 109-45-035 I \ #10 RA-8 NORTH/SOUTH AND EAST/WEST REINF., TYP. DRAFT TUBE #3 4'-3%" s DWG. 109-45-040 i II I PENSTOCK EL 10.11 III B.O. CONC I •1 EL 6.00 1 WS TO PENSTOCK 3 ANCHOR BLOCK CJ W/WS VARIES (REF. DWG 109-31-021) CONC. MIX C AT PENSTOCK ENCASEMENT SECTION K-K 109-45-029 SCALE A EL 13.00 1 • ___�___ EL 10.06 ---- ---- ---------- --------- (16)#8 U BARS • EL 6.97 ` RADIALLY SPACED • • • EL 5.94 • • ----------- - EL 2.00 - - - - --- ---- ---- --- - 5'-8Y/" DIA r- 7'-6" DIA SECTION R-R 109-45-029 PRIMARY CONC REINF. 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 HATCHTm HATCH ASSOCIATES CONSULTANTS, INC. CITY AND BOROUGH OF SITKA, ALASKA 0 4 8 FEET SCALE B a 0 8 16 FEET SCALE A POWERHOUSE CONCRETE AND REINFORCING SECTIONS SHEET 4 DRAWING NUMBER BLUE LAKE EXPANSION PROJECT 109-45-034 3 1 2 PROJECT No. A� H332360 CURRENT 1 SAVED: 04-20-2012 12:04pm By rich220533 A C C w 0 N N O N O N O L.LJ J d ANSI D E�3 7 5 2 I 1 L 0 MAIN FLOOF' r�ri�ir ,.Aru C SECTION S—S 109-45-029 SCALE A 15-11y" PENSTOCK EL 10.11 FYP. (P. E LOCATION) 0 I BAR N 2' _011 (5)#1 1 EL 1 INS: (5) # 11 TO I LAYER OF WA <0 G� 2,_6» 4 J������ 5 2,_6„ 6 Q J J Q raJ C MAIN FLOOR REINF. AT 45° SPLICE 6" WS COLUMN/WALL REINF. I EL 13.00 CONC. MIX B T1 B B.O. CONC. EL 10.00 n 75 QD N -p TIC N CID r � 0 N "71 o a, CV p ,'1-r ow o 75 O w J r= 6" WS, TYP. EL 6.00 SECTION T1-T1 4 5 SCALE A I CONC. MIX C UNIT #5 MAIN FLOOR REINF. AT 45° PENSTOCK 2'-6» I SPLICE 6" WS COLUMN/WALL REINF. U-BARS TO MATCH WALL REINF. j COLUMN/WALL REINF. #6@9 U-BARS �� • • \ �� CONC. MIX B #9©9 HOOPS r rvaiwn I B.O. CONC. --�- 10.11 I j EL 10.00 #8@12 RADIAL TYP. • #8 U-BARS @12 #8 U-BARS @12 • EL 6.00 Lai 15-11y" NOTES: 1. FOR LEGEND AND ABBREVIATIONS REFER TO DWG 109-01-010. 2. FOR ADDITIONAL NOTES REFER TO DWG 109-45-026. 3. CONCRETE AROUND PENSTOCK SHALL BE MIX C PER SPEC. SECT 03300. CONC. IN WALLS ABOVE EL. 13.00 SHALL BE MIX C, CONC. BELOW EL. 13.00 SHALL BE MIX B, U.O.N. DK 6 7 CONC. MIX C » UNIT #4 PENSTOCK 2,_6„ I I I #6©9 I COLUMN/WALL REINF. U-BARS TO MATCH WALL REINF. COLUMN/WALL REINF. I --- I --------- ------- #6©9 U-BARS EL 13.00 _____________ ___ _ • - - - __� T1 PE STOCK -- - - - - - - - - - - - - - - - -- - -�--E 10.11- ------------- • I � #9@9 HOOPS-1 • #8 U-BARS @12 #8 U-BARS @12 CONC. MIX C 15-11y" 1111A111A o CONC. MIX C 15-1 lY2 #6©9 CORNER BAR N r- #6©9 2'-0" #6©9 04-20-12 VAN ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL -1 6 SECTION T-T 109-45-029 SCALE A DESIGN ENGINEER DATE 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 MLR SWP PRR P.R. RODRIGUE 03-23-12 PROJECT MANAGER DATE COORD CD ENGR DCOORDG OOR ENGR S.M. HART 03-23-12 5 1 4 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. RAHATCH HA TCH ASSOCIA TES CONSULTANTS, INC. CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 B.O. CONC. i EL 10.00 / #8@12 RADIAL TYP. • 0 #6@9 CORNER BAR N 2,-0" 0 2 4 FEET SCALE A 2 POWERHOUSE CONCRETE AND REINFORCING SECTIONS SHEET 6 DRAWING NUMBER 109-45-036 PROJECT H332360 CURRENT REV 1 SAVED: 04-20-2012 12:06pm By rich220533 A C If n ANSI D 8 7 I 6 EPDXY GROUT Q L D o f o Q0 00 C M. Q Q� co Lp 00 N CID r � 0 N Ln N p � r ow o z O w J J ARCHITECTURAL CIVIL r= RA-8 (TYP. 4 PLACES) REFER TO DWG 109-90-009 FOR DETAIL PLAN (109-45-029) TURBINE/GENERATOR AND VALVE PIT (NOTE 1) SCALE A 04-20-12 VAN ISSUED FOR BID DATE REV I DESCRIPTION OF ISSUES & REVISIONS ELECTRICAL MECHANICAL GEOTECHNICAL 6 a_ DETAIL 4 �" 7' 2y2" TYP. SECONDARY CONCRETE AT TURBINE CASE SCALE A #8 U BAR (TYP) SECTION 1 A-1 A DETAIL 1 POCKET DETAIL VALVE PIT SCALE B MANUFACT. ANCHOR BLOCK 2A L 21MEIIII 1,-0-0"►{ � N I� CD #8 U BAR (TYP) zy PLAN 00104101:11lll[e: EPDXY GROUT EL 10.44 1. COORDINATE LOCATION AND DIMENSIONS OF POCKET DETAILS WITH VENDOR CERTIFIED DRAWINGS. 2. FOR LEGEND AND ABBREVIATIONS REFER TO DWG 109-01-010. 3. FOR ADDITIONAL NOTES REFER TO DWG 109-45-026. 4. FOR CURB, GRATING EMBEDMENT AND BEAM POCKETS REFER TO DWG 109-45-210 THROUGH 214. 5. REFER TO DWG 109-45-35 FOR SECONDARY CONCRETE AROUND DRAFT TUBE ELBOW. 6. USE THE FOLLOWING MATERIALS AS SPECIFIED - PRIMARY CONC. AS NOTED - SECONDARY CONC. AS NOTED - EPDXY GROUT (SPECIFICATION 02431) - SELF LEVELING, NON -SHRINK CEMENTITIOUS GROUT (SPECIFICATION 02431) 'IT i rnr�in PRIMARY CONCRETE SECONDARY CONCRETE (CONC. MIX C SPEC. SECTION 03300 UON) EPDXY GROUT (NOTE 6) SELF LEVELING GROUT (NOTE 6) MANUFACT. ANCHOR BLOCK 3A 0 I � #8 U BAR (TYP) 7" 2, Y2" EPDXY GROUT --- PLAN 3A z n SECTION 2A-2A SECTION 2A-2A 0 2 4 FEET OVER OIL PIT AND DRAINAGE SUMP AWAY FROM OIL PIT AND DRAINAGE SUMP SECTION 3A-3A SCALE B DETAIL 2 D ETAI L 3 0 4 8 FEET POCKET DETAIL GENERATOR PIT POCKET DETAIL TURBINE PIT (2 PLACES) SCALE A SCALE B GENERATOR PIT (2 PLACES) SCALE A DESIGN P.G. ENGINEER DREYER 03-23-12 DATE ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND (ALASKA H CTERCTEDRREGISTRATION SESESFFEIAENGINEERNOTEFLTERBGEERRPPFFTUTESTETHAING UNDER DIRECTION OF DROSSONLL .HAING ENGINEER SHALL IXOHITEM THEIR SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN DESIGN CHECKED BY DATE 03-23-12 D.M. SUTHERLAND THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. POWERHOUSE CONCRETE AND REINFORCING TURBINE/GENERATOR PIT DRAWN BY DATE CREATED M.L. C_N 03-2 0 HATCHTm ASSOCIATES TES CONSULTANTS, INC. CHDRAWING CHECKEDEDUYBY DATEEHATCH M.D. ISHMAN 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA PROJECT P.R. ENGINEER RODRIGUE 03-23-12 DATE MLR SWP PRR BLUE LAKE EXPANSION PROJECT DRAWING NUMBER -- PROJECT No. A DRAFTING PRIME PROJ PROJECT MANAGER DATE G COORD ENGRS.M. HART 03-23-12 H332360 RECOORDV 5 1 4 1 3 1 2 1 1 SAVED: 04-20-2012 8:56am By karc48563 A C C If 11 ANSI D E�3 7 5 4 L 0 c M. n CV -p TIC CV C J r � o CV Ln o rn CV p ,'1-r CDw o z o LJ J n = CURB BEYOND T.O. CONIC PIER EL 28.00 2" FROM OUTSIDE OF TIE • TO OUTSIDE OF HOOK Li w CD J n C N ci< x 2,-6» — (3) #4 U-BARS EQ SPA (6" MAX) BEAM TIES � I I 1 (6) ,BEAM CORNER LAP BAR /EL27.00 • 2" CL (TYP) DETAIL 1 109-45-026, 109-45-027 SCALE A /in I I nnn 2B o t I N (2:�„r BEAM TIES I EL 27.00 1 DETAIL 4 109-45-026, 109-45-028 SCALE A 3'-0" 4'-6" DETAIL 5 109-45-026, 109-45-028 SCALE A ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL (R1�11 Ffl CPA 2B J � Q0 SECTIONAL PLAN 2A-2A (5)#4 U-BARS EQ SPA (6" MAX) I- .I -------- --- -- -� r- I I I I I I I I I I I I 2A L - - - - - - J BEAM CORNER LAP BAR ADD'L #4 TIE SETS ©8" ALT. W/OTHER #4©8" 0 ^I 0 I EL. 13.00 BEAM TIES I I -------------------- W N W ci cn W � N W � W a- U) U) w w 2" CL (TYP) BEAM TIE I 0 I II II00 w 1Y" CL (TYP) O I N SECTION 2B-2B DETAIL 2 109-45-026, 109-45-027 (3'-0"x2'-0" COLUMN, TYPICAL THREE LOCATIONS) SCALE A EL 28.00 EL 27.00 �I I 2A 0 0 I I 3B 0 t I N 0 N 3 (6)#11 EQ. SPA. �Q "' ci I `� w I I I I I I I " (18)#11 2'-0-� SECTIONAL PLAN 3A-3A (3)#4 U-BARS EQ SPA (6" MAX) 3A 6A WALL REINF. SECTION 6A-6A NOT SHOWN DETAIL 6 109-45-026 COLUMN ANCHOR BOLT (NOTE 3) SCALE A DESIGN ENGINEER DATE 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 04-20-12 VAN ISSUED FOR BID MLR SWP PRR P.R. RODRIGUE 03-23-12 PROJECT MANAGER DATE DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFTING PRIME PROG S.M. HART 03-23-12 OORD OORD ENGR 6 5 4 BEAN 3B Q0 - TIE SET U-BAR NOTES: 1. FOR LEGEND AND ABBREVIATIONS REFER TO DWG 109-01-010. 2. FOR ADDITIONAL NOTES REFER TO DWG 109-45-026. 3. OWNER FURNISHED COLUMN, BASE PLATE, ANCHOR BOLTS, NUTS AND WASHERS. COORDINATE INSTALLATION WITH OWNER. LOCATE AND INSTALL USING OWNER FURNISHED TEMPLATE AND PER E CONTRACT 7 APPROVED SHOP DRAWINGS. 4. CONC MIX C FOR SLABS, BEAMS AND WALLS BETWEEN EL. 28 AND EL. 13. CONC. MIX B FOR COLUMNS I BEAM TIES BEAM TIES , nre„ rnn nrlkIr JCIa I IVIV JD—JC7 DETAIL 3 109-45-026, 109-45-028 (2'-0"x2'-0" COLUMN) SCALE A EL 28.00 An 4Y 2 1Le�o I I nnnc� 2,-4„ 1,-Oy11 0 2 4 FEET DETAIL 7 109-45-026 SCALE A SCALE A 4 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 2 EL. 27.00 POWERHOUSE CONCRETE AND REINFORCING DETAILS DRAWING NUMBER 109-45-038 ON )E REINF. PROJECT No. A� H332360 CURRENT 1 SAVED: 04-20-2012 12:10pm By rich220533 C C� If n ANSI D 8 I 7 1.1 5 4 1 3 L 11 c I1 7�; r� f N ai 16' CV C J r � 0 N Ln o a, C? o ow z o w i J B (6) #11 N-S BEAM #4@8 T&B, EW REINFORCEMENT EL 27.00 00 2" CL • SH �• Q a- V) L,J •------ • L,J Cn zzttz L,i #11 CORNER In LAP BARS 1" CL (6) #11 #6@8 TIE 2'-0" DETAIL BM 1 109-45-027 SCALE A #4@8 T&B, EW (TYP) BEAM 6" 6" (3) #9 3/4" CL (TYP) EL 27.00 0 1Y2" CL 3/4" CL (TYP) N • #6@4 TIE OVER A 4'-0" DISTANCE FROM EACH SUPPORT FACE AND (3) #9 #6@8 ELSEWHERE (NOTE 3) DETAIL BM4 109-45-027 AND 109-45-028 (TYPICAL T—BEAM) SCALE A (^I Art r1 rl A lr CEILING AT OIL PIT AND DRAINAGE SUMP SCALE A 0 5'- 1 0J2" _I #6 #g #9 #6 • • .• #4@8 T&B, EW (TYP) EL 27.00 #6 N 1y" CL #4@4 TIE OVER A 3'-6" DISTANCE (4) #9 FROM EACH SUPPORT FACE AND 2'-0" #4@8 ELSEWHERE (NOTE 3) DETAIL BM2 109-45-027 (BEAM AT STAIR OPENING) SCALE A DETAIL BM5 109-45-027 SCALE A 13.00 I. PIT 10.06 #4@18 OUTSIDE FACE 7.00 04-20-12 ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 6 #4@8 T&B, EW (1 (8) #6@4 TIES EACH SUPPORT AND #4@6 ELSE (3) # 10 ' DISTANCE E (NOTE 3) B OPENING DETAIL BM3 109-45-028 SCALE A :R TO ,IL BM1 4'-6" #4@8 T&B, EW (TYP) #4@8 T&B, EW (3) #9 EL 27.00 00 . . . • • • S H 00 #6 . . o 0 1)/2„ CL N N i (3) #10 #4@4 TIE OVER A 3'-6" DISTANCE FROM EACH SUPPORT FACE AND #4@8 TIE ELSEWHERE (NOTE 3) DETAIL BM6 109-45-027 SCALE A CD °� � I U J I Q N � HILK DETAIL 14 109-45-029 COLUMN Al (Dl SIMILAR) SCALE A DESIGN ENGINEER DATE 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 °CORD CRRD EN�R 5 4 TURBINE FL EL 13.00 NOTES: 1. FOR LEGEND AND ABBREVIATIONS REFER TO DWG 109-01-010. 2. FOR ADDITIONAL NOTES REFER TO DWG 109-45-026. 3. ALL BEAMS: FIRST TIE SHALL BE LOCATED NOT MORE THAN 2" FROM FACE OF SUPPORTING MEMBER. E 4. CONC. MIX C FOR SLABS, BEAMS AND WALLS BETWEEN EL. 28 AND EL. 13. CONIC MIX B BELOW 13.00 5. NORTH SOUTH BEAMS AND SLAB (DESIGNED AS T-BEAM) SHALL BE PLACED MONOLITHICALLY. REFER TO DETAIL BM3 FOR TIE SIZE AND SPA. 2" i 12 CL ni #6@4 TIE OVER A 4'-0" DISTANCE FROM EACH SUPPORT FACE AND (3) #9 #6@8 ELSEWHERE (NOTE 3) 1'-0" DETAIL BM7 109-45-028 SCALE A I LI\IIVILI LI\ I "LI VVI I L./I\r, , I\LI LI\ I V DWG. 109-45-063 FOR LOCATION DETAIL 15 109-45-040 FLOOR TRENCH DRAIN 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 #4@8 T&B, E1 EL 27.00 00 Q0 _N V I r7 Q N W L ij (6) #11 2,-0" DETAIL BM8 109-45-028 SCALE A 0 2 4 FEET SCALE A a POWERHOUSE CONCRETE AND REINFORCING BEAM DETAILS DRAWING NUMBER 109-45-039 PROJECT No. AN H332360 G" REv° 1 SAVED: 04-30-2012 2:15pm By rich220533 C C 11 ANSI D r-1 7 5 4 2 2,_6„ TIES BELOW EL 27.00 1 INSIDE FACE OUTSIDE FACE CURB REINF E EL 27.00 (TYP) Q n a_ cn 0 L,J EL 28.00 EL 27 00 2,-6„ OUTSIDE FACE 0 Q I a_U DETAIL 8 109-45-029 D COLUMN B1 SCALE A c 2,-6„ T.O. CONIC F PERIMETER ( EL 28.00 Li w 00 co TURBINE FL EL 13.00 A INSIDE FACE F. N 3 2 (6) 11 EQ ,SPA I�IIi� YI► w 11� CURB REINF I CURB REINF (TYP) (TYP) #6 VERT, OUTSIDE FACE TYP • CDm I C)f A (6)#11 EQ SPA #4 TIES @ INSIDE FACE ANCHOR BOLT 3'-0" LOCATIONS DETAIL 9 109-45-029 COLUMN A2 AND A3 SCALE A TYPICAL FOUNDATION WALL AT COLUMN ANCHOR BOLT LOCATIONS (109-45-026) SCALE A NOTES: 1. FOR LEGEND AND ABBREVIATIONS REFER TO DWG 109-01-010. 2. FOR ADDITIONAL NOTES REFER TO DWG 109-45-026. A 3. CONTINUOUS WS ALL AROUND AT POWERHOUSE CJ BELOW EL 27.00 (TYP). 4. CONC. MIX C FOR SLABS, BEAMS AND WALLS BETWEEN EL 28.00 AND EL 13.00. N = NIA 5. REFER TO DETAIL 15 ON DWG. 109-45-039 FOR PERIMETER TRENCH DRAIN AND DWG. 0 0 109-45-063 FOR TRENCH DRAIN LOCATION. N Ln O 6, N O � r ow o z CDw J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - T.O. CONIC P PERIMETER C EL 28.00 TURBINE FL EL 13.00 2,-6„ SCALE A • 7 6 5 4 2y2 1' C L 1Y' CL (5)#1 1 EQ SPA 3'-0" (2) ROWS OF (5)# 1 1 EQ SPA CURB REINFI (TYP) INSIDE FACE DETAIL 10109-45-029 COLUMN A4,A5,A6,A7 SCALE A 2 U BARS LAB REINF. OT SHOWN ,0. CONIC FL _ 27.00 �6 OTE 5 (109-45-026) 04-20-12 VAN ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 CID OUTSIDE FACE T.O. CONIC F EL 28.00 TURBINE FL EL 13.00 8 2 1 (6)#11 EQ SPA • • r®0 • • N • I (6)#11 #4 TIES @ EQ SPA ANCHOR BOLT LOCATIONS 3'-0" DETAIL 11 109-45-029 COLUMN C1,D2—D8 SCALE A 2'-6" SCALE A DESIGN ENGINEER DATE 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 °CORD CRRD EN�R 5 1 4 0 2' - 671 #6 U BAR INSIDE FACE (3)#11 EQ SPA, (3)#9 EQ SPA (FS) 2,-6" DETAIL 12109-45-029 SCALE A 2'-6" BAR T.O. CONIC F PERIMETER C EL 28.00 OTE 5 1Me, TURBINE FL EL 13.00 �R Nlcln� FACE (3)#11 EQ SPA (3)#9 EQ SPA (FS) I N • • #6@8 SIDE FACE CORNER #8@8 VERT L BARS (TYP) #6@8 HORIZ OUTSIDE FACE D TYPICAL FND WALL CORNER REINFORCING SCALE A TIE 5 TYPICAL FOUNDATION WALL (109-45-026) AT COLUMN ANCHOR BOLT LOCATIONS (109-45-026) 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, 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. HATCHASSOCIATES TES CONSULTANTS, INC. 0 HATCH CITY AND BOROUGH OF SITKA, ALASKA 0 2 4 FEET SCALE A 2 POWERHOUSE CONCRETE AND REINFORCING WALL DETAILS DRAWING NUMBER BLUE LAKE EXPANSION PROJECT 109-45-040 3 1 2 PROJECT No. A� H332360 KCUREVNT 1 SAVED: 04-20-2012 12:14pm By rich220533 C� I1 ANSI D A W 1.1 5 4 V+ 2 I 1 E 0 c N. I1 73 N -p Nlc r p O N Ln O 6, N p � r p LL o z O w J r= OIL SPILL DRAIN SHUT (REFER TO SPECIFICATIC SECTION 15400) (TYP) FOUNDATION EL. 27.50 zoI n11 l nl 1 f] (NOTE #6 U BARSj. SCALE A FILTER MATERIAL (NOTE 8) • EL 27.00 CJ W/6" W.S., TYP ®P �� �� "N�°g� �� � � oo°Os0 oho o°°so0 L.P. EL. 25.00 0 o°'°s.00 0 o°0 70 • qbcg $ Q�j� j� j� 0 0 0 00 -� 0 0�000570 o -%v7o 0 00 0 0 700�00 idJc ioTQ' idJQ" oQ ZdJQ6 R�O oQ idJQ"� ooQ� oQ o 70100 Q0500�6,�g06,g�0�6g0 �0�6�0 0 �0 6 0�6 o. 6 0 6 0o O `$C�.)Q"o `$(.7Q''0 `$C�.)Q"o `$(.7Q''0 `oa''o 7�0 o; 5 0 '�`�, o 0 p`bpo o o o h o �o b • • • I —I • DRAIN INV. 6» EL 22.00 B.O. CONIC EL 21.50 SLEEVE 6" 0 DRAIN LINE INTO CONC. WALL OF SUMP. SEAL WATER TIGHT AROUND SLEEVED DRAIN LINE (TYP.) (NOTE 7) - _F a • c• 19'-6" 4 SETS OF #6 U-BARS (TYP.) • 3" CL (TYP.) ­ip,­OIL SPILL DRAIN SHUT OFF •-.•- L�! •! • • 0 M 3" CL. (TYP.) #6 U—BARS®12 (TYP.) H.P. EL. 25.18 ---\ EL 27.00 oQcQ bQ Q 4Q 0 0 60 o tlo 0 25o o ao o N Rw,CP W,CP w,CP • I I I goba o¢, O `�CTQ, til b' a �'lo b a J- J U N # BEDDING MATERIAL, C-1 \__ #6 DOWE (NOTE 6) 3-#6 BENT BARS, EF (TYP.) PENSTOCK ANCHOR BLOCKS REFER TO 109-31-020 T.O. ANCHOR BLOCK THRU 109-31-028 EL 20.35 SECTION A —A SCALE B 5 T.O. WALL EL 27.50 EL 27.00f n U #6 L-BAR@12 (TYP.) DESIGN ENGINEER DATE P.G. DREYER 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 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 D.M. SUTHERLAND 03-23-12 7� DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 0 HATCH ASSOCIA TES CONSULTANTS, INC. HATCH DRAWING CHECKED BY DATE M.D. ISHMAN 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 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 PROS ENGR ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 6 5 4 3 1 2 NOTES: 1. FOR LEGEND AND ABBREVIATIONS REFER TO DWG 109-01-010. 2. 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. 3. SLOPE CONCRETE SURFACE TO DRAIN, Y" PER FT. 4. REINF. TYP. ALL (3) FND PEDESTALS. 5. 6" THICK SLAB, WALLS AND SUMP SHALL BE CONC. MIX C, ALL OTHER CONC. SHALL BE MIX B. 6. BACKFILL MATERIAL USED BELOW THE TRANSFORMER FOUNDATION AS SHOWN, SHALL BE BEDDING MATERIAL C-1. BEDDING MATERIAL D-1 IS AN APPROVED ALTERNATE BACKFILL MATERIAL. BACKFILL COMPACTION REQUIREMENTS ARE AS FOLLOWS: A. THE WELL -GRADED GRANULAR FILL (BEDDING MATERIAL C-1) USED TO FILL BELOW THE TRANSFORMER FOUNDATION MUST BE PLACED IN THIN HORIZONTAL LIFTS AND COMPACTED THOROUGHLY TO AT LEAST 95% OF THE AASHTO T180 (MODIFIED PROCTOR) MAXIMUM DRY DENSITY. B. COMPACTION MUST BE CONFIRMED AND DOCUMENTED BY IN -PLACE DENSITY TESTING IN ACCORDANCE WITH AASHTO T310 "IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL -AGGREGATE BY NUCLEAR TEST METHODS (SHALLOW METHOD)". C. SEE SPECIFICATION SECTION 02310 "FILL PLACEMENT AND GRADING" FOR ADDITIONAL DETAILS. 7. REFER TO DWG. 109-45-063 FOR DRAIN PIPE LAYOUT. 8. FILTER MATERIAL SHALL BE USED AS IN FILL MATERIAL WITHIN THE TRANSFORMERS CONTAINMENT AREA. FILTER MATERIAL SHALL NOT BE COMPACTED (PLACE LOOSE), REFER TO SPECIFICATION SECTION 02310.2.01 B.3 FOR FILTER MATERIAL DETAILS. 0 2 4 FEET SCALE B 4 0 4 8 FEET SCALE A POWERHOUSE STATION SERVICE TRANSFORMER FOUNDATIONS PLAN AND SECTION DRAWING NUMBER 109-45-041 PROJECT No. A� H332360 G REVNT 1 SAVED: 04-20-2012 12:17pm By rich220533 L C Cf' ►W ANSI D N NOTES: 1. REFER TO DRAWING 109-01-01 1 FOR GENERAL NOTES. CONCRETE SHALL BE MIX B. E C c C A c;; 3: m N CV r o o ,n N � � T CDULi o z o w J J �CE: I I I I I I I STANDBY DIESEL GENERATOR FOUNDATION LOCATION PLAN SCALE A LIFT STATI O N THRUST BLOCK 2" CLR. (TYP) FIN. GRADE EL 27.00f 04-20-12 VAN ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 6 • #4 BENT BARS @ 12 (TYP) 2—#4 CONT. BARS 15'-10"* PLAN (NOTE 4) SCALE B 15'-10"* #4@12 EW T&B 95% COMPACTED BEDDING MATERIAL C-1 (NOTE 6) SECTION A -A SCALE B S.W. PERKINS 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 co PR�ooRo EN°R 5 4 2" CL. (TYP) 3" CL. (TYP) 2. FILL MATERIAL TO BE BEDDING MATERIAL D-1. 3. REFER TO DRAWING 109-32-001 FOR PDWP COORDINATES. 4. (*) ASTERISK INDICATES DIMENSIONS THAT EFFECT THE INSTALLATION OF THE STANDBY DIESEL GENERATOR , WHICH INCLUDES THE UNIT SIZE, ANCHOR BOLT LOCATION AND HOLE SIZE REQUIREMENTS, ARE TO BE COORDINATED WITH THE *(10) A131 ANCHORS PER MANUFACTURER'S CERTIFIED DRAWING, PRIOR TO COMMENCING WITH MANUFACTURER'S CONSTRUCTION OF THE STANDBY GENERATOR FOUNDATION. RECOMMENDATIONS (TYP) (NOTES 4 AND 5) 5. (AB1) %" DIA x 8' EMBEDMENT W/ 4" PROJ.; SS HAS ASTM F593 (304/316) THREADED ROD (FU=100ksi) AND (Fy=65ksi) FOR HILTI HIT —RE 500 EPDXY ADHESIVE ANCHORING SYSTEM (TYP.) 6. BACKFILL MATERIAL USED BELOW THE GENERATOR FOUNDATION SHALL BE BEDDING MATERIAL C-1. BEDDING MATERIAL D-1 IS AN APPROVED ALTERNATE BACKFILL MATERIAL. A BACKFILL COMPACTION REQUIREMENTS ARE AS FOLLOWS: A. THE WELL —GRADED GRANULAR FILL (BEDDING MATERIAL C-1) USED TO FILL BELOW THE GENERATOR FOUNDATION MUST BE PLACED IN THIN HORIZONTAL LIFTS AND COMPACTED THOROUGHLY TO AT LEAST 95% OF THE AASHTO T180 (MODIFIED PROCTOR) MAXIMUM DRY DENSITY. B. COMPACTION MUST BE CONFIRMED AND DOCUMENTED BY IN —PLACE DENSITY TESTING IN ACCORDANCE WITH AASHTO T310 "IN —PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL —AGGREGATE BY NUCLEAR TEST METHODS (SHALLOW METHOD)". C. SEE SPECIFICATION SECTION 02310 "FILL PLACEMENT AND GRADING" FOR ADDITIONAL DETAILS. 2—#4 CONT. BARS 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 #4@ 12 EW T&B #4 BENT BARS @ 12 (TYP) 95% COMPACTED BEDDING MATERIAL C-1 (NOTE 6) SECTION B-B SCALE B lot 1'-0" 0 2 4 FEET SCALE B y"=,'-o„ 0 5 10 FEET SCALE A POWERHOUSE STANDBY DIESEL GENERATOR FOUNDATION CONCRETE AND REINFORCING PLAN AND SECTION DRAWING NUMBER 109-45-042 PROJECT No. A\ H332360 CURRENT SAVED: 04-19-2012 3:31 pm By suth64534 r ED IN C A ?,I 8 7 6 5 4 NT _ N OTE 3 EL 16.00 I I _ - , T.O. ROCK EXCWP # 1 I - {�' - - - EL 10.0 - - - - -- I p4n�109-45-044 - - + _ C + + 0- -0- -� - 1 "0 LIFTING EYE 4" (TYP) C c�' + -0 ,_BOLT (TYP) - 0" iv i -c�- 5 L-P 1 109 5 044 -0- 10-t- I � -� -�- AY TYP -� -� ►o I _ _ � _ it E 20 (TYP. EA. W ) -� + T.O. ROCK I' + I EL 10.0 I W6 2' _o„ D � DETAIL 4 CONIC SLAB 109-45-044 109-45-044 - B.O. POOL DRILL AND GROUT _ 's #9 DWLS (TYP) RAW WATER SUPPLY PUMPS \ EL -2.0o� ON DECK, REFER TO DWG EXCWP #5 2" 0 SLEEVED EXCWP # 12 _ 109-45-093 O WEEP (TYP) V F 109-45-044 o WIER BASELINE F EXCWP #6 AFTER BAY EL 26.0 cP y o , �0 D E 109-45-044 0 10 (13) POSTS AT 7'-6" 1 A a I MAX SPACING (NOTE 7) -------- ----- - -------------------------------- ---- EL 7.50 \ SOyc R�3'-01, z 0 12" CULVERT cn REMOVABLE STOP /0- T.O. WEIR (/0 LOGS AND FIXED 4 `01 EL 10.70 GUIDES E �q%- S/o U EXCWP #11 \eR�OcF T.O. WEIR c TOE OF WEIR EL 10.70 -EL 9.70 Rpq� � DETAIL 3 � EL 9.70 B.O. CONIC vc� \ CHANNEL Q EL 7.50>> C 110'' T.O. STOP LOGS \ EXCWP #7 EL 14.70 \ EL 9.70 EXCWP #8 APPROX. EXCAVATION LIMIT EL 9.7 B.O. CONIC T.O. CONIC \ \ CHANNEL EL 10.70 ; TYPICAL LADDER EL 7.50 �6 ► (GALV) WITH SS p ANCHOR BOLTS RAW WATER INTAKE CHANNEL W/REMOVABLE HSS STOP LOGS (DETAIL 3) °c T.O. CONIC A EL 16.00 T.O. CONIC EL 9.70 T.O. ROCK v EL 9.70 \ \ B PRECAST CONIC o BLOCK (TYP) s; h T.O. WEIR/B.O. WALL \ ', I i � � EL 10.70 AFTER BAY PLAN SCALE A NOTES: B.O. CHANNEL EL 7.50 1. INSTALL CLASS I ROCK SUPPORT. REFER TO DRAWING 6. REFER TO DWG 109-01-01 1 FOR CIVIL/STRUCTURAL 109-90-004 FOR ADDITIONAL DETAILS. GENERAL NOTES. 2. STOP LOGS SHALL BE 4"x6" (35'x5.5" NOMINAL) NO.2 7. UTILIZE EXCAVATION WORK POINT COORDINATES FOR GUIDE DOUGLAS FIR TIMBER STOPLOGS MANUFACTURED IN RAIL LOCATION REFER TO DWG 109-45-006. ACCORDANCE WITH AWPA UC5A SPECIFICATIONS. FURNISH 8 STOP LOGS 7'-4" LONG, FURNISH 64 STOP LOGS 10'-0" 8. CONCRETE SHALL BE MIX B LONG, 8 STOPLOGS 5'-4" LONG, AND 8 STOP LOGS 3'-1" LONG. CHAMFER ENDS OF STOP LOGS TO FIT INTO THE W6x16 AND AT BASE PLATE WITH A Y2" GAP AT EACH END. A 3. INSTALL 18„ DIA. SUMP TO BEDROCK (-2'-0"). PROVIDE DESIGN ENGINEER DATE J.R. MONIN 03-23-12 REINFORCEMENT AS SPECIFIED IN "REINFORCEMNT AT DESIGN CHECKED BY DATE PENETRATION DETAILS" ON DWG 109-90-001 D.M. SUTHERLAND 03-23-12DRAWN BY DATE CREATED . M.L. RICHARDSON 03-23-12 T 4.ALL STRUCTURAL STEEL SHALL BE GALVANIZED, U.O.N. DRAWING CHECKED BY DATE M.D. ISHMAN 03-23-12 NIcj f o Ln5. DISCIPLINE LEAD ENGINEER DATE N EXCAVATION WORKPOINT COORDINATES SHOWN ON DRAWING S.W. PERKINS 03-23-12 � 0 1 09-45-006. PROJECT ENGINEER DATE 04-20-12 /A\ISSUED FOR BID MLR SWP PRR w P.R. RODRIGUE 03-23-12 PROJECT MANAGER DATE S.M HART 03-23-12 LLJ R- w DATE REV DESCRIPTION OF ISSUES & REVISIONS COORD DCC)OwD PRIME DOORD PRo ENGR J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 6 5 4 3 5-4" W6 3" (TYP) BENT PL 3/s PL Y6x43'-2% (TYP EACH END) SECTION 1 A-1 A 11,.),JThLh/l b DETAIL 1 REMOVABLE BULKHEAD (GALV) (1 REQ'D) SCALE C 12'-0" 2 1 T.O. WALL EL 16.00 STOP LOGS III 10° EL 14.70 II , II II I II II I II I (2) Y2"DlAx6113 I II III #6 DWL NELSON STUDS I II III T.O. WEIR III E I II II EL 10.70 I II , , B.O. WALL EL 9.70 C° `i II I1 .J N III III EL 7.70 Alwirvp W6x16 (GALV) LMBEDDED WWR 4x4-D4xD4, TYP GUIDE POST (2 REQUIRED) ALL FACES (3" CL) i A 0 i� T.O. o 3A CD I 5'-0" T.O. CONICEL 9.70 T.O. RO EL 9.70 1 10't 50 TYP) 1'-0" REMOVABLE BULKHEAD 1) (TYP) SECTION SECTION 3A-3A 5'-0" 3'-1" 1'-6" #5@ 12 U BAR P BOTH ENDS) T.O. CONIC VI_, EL 7.50 T.O. CONIC EL 10.70 CL (TYP) T.O. GRAT'G #5C� 12 EL 10.70 LADDER EF,EW 5@12 CONIC 10.70 BENT BAR Ai 3A T.O. CONIC� EL 7.50 7 � -t 1'-0" 1'-0" T.O. CONICEL 9.70 3,-0" 2,-6" - - - C - 6"(TYP) #6 DWLS Y2" GAP (TYP) 0 1 2 FEET EL 5.50 SCALE D 1/ 0 2 4 FEET -WWR 4x4-D4xD4, TYP _ #6 DWL�60 `� SCALE C ALL FACES (3" CL) W/STD HOOK 0 / 4 8 FEET SCALE B / 1 SECTION A -A 0 8 16 FEET SCALE B 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 A 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 AFTER BAY 0 HATCH = HATCH ASSOCIATES CONSULTANTS, INC. PLAN, SECTIONS AND DETAILS CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT DRAWING NUMBER 109-45-043 PROJECT No. A CURRRENT H332360 3 1 2 1 1 SAVED: 04-20-2012 12:19pm By rich220533