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Feature 26 - Gate Shaft
r N O N N N CYD LU CD A ANSI D 8 7 SHASHAFT CURRENT y REV P(1(1F A(`('FCC rr 2 A1n7r-c. II DRAIN HOLES DRAIN HOLES UH-1HEATED I (NTUNNEL 3" THK SHOTCRETE TUNNEL E ROOM �' AND MESH (AS REQ'D) VOID BACKFILL CCNNEL (`I IDITV nnrr r \ _ (I I P) 11 TOP OF ROCK FLOW SHAFT SIDE GUIDE TRACK (109-26-012) n n LADDER (FOREGROUND) .O f I CI SECTION C-C SCALE A B (NOTE 4) (NOTE 4) 11'—O" I IA SHAFT REFER TO DWG 109-90-004 AND 005 FOR GENERAL NOTES AND ADDITIONAL INFORMATION GATE CHAMBER ROCK SUPPORT (CLASS II SHOWN, CLASS I SIMILAR) SECTION B-B (NOTE 6) SCALE A w INTAKE STRUCTURE FEATURE 25 GATE CHAMBER HYDRAULIC LINER OCKBOLTS fYP) SHEAR KEY, TYP Oh„x9//2 „) 1. DRAIN HOLES AND ROCK BOLTS INSTALLED WITH ROCK SUPPORT. REFER TO DWG 109-90-004. 2. BUBBLER AND RESERVOIR LEVEL MONITORING SYSTEMS SHOWN ON DWG 109-26-061. 3. SEAL FACE IS AT TWP1. 4. SHAFT DIAMETER TO BE 11'-0"(MIN) INCLUDING ANY LINING; 11'-6" (MIN) TO ROCK (CLASS I OR II) SUPPORT. 5. ROCK SUPPORT DETAILS SHOWN ARE ESTIMATED. ACTUAL ROCK SUPPORT TO BE DETERMINED IN THE FIELD. REFER TO DWG 109-90-005 FOR DETAILS. NEAT LINE EXCAVATION FOR GATE SHAFT TO BE 11'-6" TO ROCK (MIN) WITH 11'-O" (MIN) CLEAR OPENING AS SHOWN. 6. REFER TO DWG'S 109-90-004 AND 005 FOR GENERAL NOTES AND ADDITIONAL INFORMATION. 7. GROUTING OF THE ROCK TO CONTROL WATER IN THE GATE SHAFT ABOVE EL 329.0, TO BE AS DIRECTED BY THE RPR. 8. EXTEND GATE CHAMBER HYDRAULIC LINER AND CLASS II ROCK SUPPORT AS DIRECTED BY THE RPR. E 9. CONSOLIDATION GROUT GATE CHAMBER DRAINS FOR ALL AREAS TO p RECEIVE CONCRETE LINER AFTER EXCAVATION IS COMPLETE AND BEFORE CONCRETE LINER INSTALLATION. EL 308.0 SECTION A -A 109-26-001 LOWER GATE SHAFT SCALE A A DESIGN ENGINEER DATE ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND D.M. SUTHERLAND 03-23-12 LANDSCAPEIS 'AS 08.48') MAY NOTHEEATERNGDENGINNEERBY RSHALLANY PAFFIXX ON IS TA (ALASKA SPROFESSIONALL DESIGN CHECKED BY DATE TINGAUNDERCHITECTS THE DRECTONTOFIOR LCENSED" ENGINEER. ER.TATUTE TOESON,UTHESTEMETHEIR "ALTERED SEAL, THE NOTATION BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN S.W. PERKINS 03-23-12 THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. Q DRAWN BY M.L. RICHARDSON DATE CREATED 03-23-12 HATCH ASSOCIATES CONSULTANTS, IIVC 0 HATCHINC.DRAWING CHECKED BY DATE NIo S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE o � S.W. PERKINS 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA 0 C� o PROJECT ENGINEER DATE o ",; 04-20-12 q ISSUED FOR BID MLR SWP PRR PoRcT RODRIGUE 03 a E-12 o ¢ MANAGER BLUE LAKE EXPANSION PROJECT Lli � ,z„ DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFTING PRIME PRo S.M. HART COORD COORD ENGR 03-23-12 ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL I - 6 5 4 3 2 0 8 16 FEET SCALE A GATE SHAFT GATE CHAMBER GENERAL ARRANGEMENT SECTIONS DRAWING NUMBER 109-26-002 PROJECT No. A H332360 GDREV 1 SAVED: O4-20-2012 8:29am Bykarc48563 C r Il Q 0 M W N O N O N O LU W C) J W Q N O CV O CV O L.LJ CD J d ANSI D E �1 ❑C C Q E.3 UNLINED WATER PASSAGE TUNNEL 10' WIDE x 12' HIGH U NOTES: 11 #5@12 #6@12 IF & #6@12 OF #6@6 IF & #8@6 OF 7 5@1 IN v #s@i2 IF 6 I 5 TRANSITION TRANSITION SHAFT 3" (TYP) 3" (TYP) 3'-0" t 5'-601 3'-1Off 4'-001 A A � 0 1 � o I TWP2 ADo rl I I •• ••••••• �� - • • • • • •• 7ROWS .45@ 12 DIAGx3'@CORNERS S S5) 2 OF (7) 2 ROWS OF ADD'L BARS #5@12 IF & OF ADD'L BARS 4'-0" U 3" (TYP) 5@12 • V_ v _v_ WS (TYP) #6@12 IF 4 I 3 TUNNEL FLOW WATER PASSAGE 10' WIDE x 12' HIGH Y SHOTCRETE o O O OI co 00 W N I I— N O O " CL (TYP) #5@ 12 v i 3" SHOTCRETE #6@12 IF & #6@12 OF #6@12 OF #6@12 OF NOTE: REINFORCEMENT TYPICAL BOTH SIDES SECTIONAL PLAN B—B 109-26-004 CROWN OF TUNNEL SCALE A #s@s IF #sus of 75 1. REFER TO DWG 109-26-004 FOR NOTES. C� 0I� N cZD r 0 N � i N O N � CDw o z O w J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - /n\ Ac nnn'i mAric- /Tvn nn-ri i c-inrc-\ #5@12 IF & OF ADD'L BARS NOTE: REINFORCEMENT TYPICAL BOTH SIDES 04-20-12 A ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 8@6 OF SECTIONAL PLAN C—C 109-26-004 INVERT OF TUNNEL SCALE A DESIGN ENGINEER DATE D.M. SUTHERLAND 03-23-12 DESIGN CHECKED BY DATE S.W. PERKINS 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE S.W. PERKINS 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 OCOORDG COORD 00R CD ENGR ENGR S.M. HART 03-23-12 5 1 4 #6@6 IF & #8@6 OF U #6@12 IF #6@12 OF #6@6 IF & #8@6 OF 1 INTAKE STRUCTURE V FEATURE 25 z w O U w � U ry U A 109-26-004 INTAKE STRUCTURE Q FEATURE 25 z III - ry o � U W � 2,-3„ I A 109-26-004 TWP 1 J I L C C If 0 4 8 FEET SCALE A a 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 GATE SHAFT THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. 0 HATCH TN HATCH ASSOCIATES CONSULTANTS, INC. GATE CHAMBER CONCRETE AND REINFORCING CITY AND BOROUGH OF SITKA, ALASKA SECTIONAL PLANS DRAWING NUMBER PROJECT No. A BLUE LAKE EXPANSION PROJECT 109-26-005 H332360 CURRENT 3 1 2 1 1 SAVED: 04-20-2012 8:31 am By karc48563 7 C� 5 3 2 E #5@ 12 VARIES a CJ I 0 #7@6 (TYP) C TUNNEL o. 00 L #5@ 12 EW o'G J VARIES 10 —0 TO 7 —0 I #5@ 12 #5@6 4" CL (TYP) F#9@6 L #5@6 (TYP) 3" CL-] #7@6 12'-2" 12'-8" SECTION E-E 109-26-004 GATE CHAMBER SECTION SCALE A (NOTE 1 & 2) NOTES: 1. CLASS II SUPPORT SHOWN, CLASS I SIMILAR. A 2. PROVIDE 3" COVER TO ROCK, 2" COVER TO SHOTCRETE OR CONCRETE, AND 4" COVER TO WATER PASSAGES FOR GATE CHAMBER. GATE SHAFT COVER TO BE 3". c 3. REFER TO DWG 109-26-061 FOR RESERVOIR LEVEL SENSING AND N'o AIR BUBBLER EMBEDDED PIPING DETAILS. cl co N o S 9" PVC WATER STOP AT ALL CONSTRUCTION 4. INSTALL CONTINUOU .. o Q JOINTS IN THE GATE CHAMBER. � z CDw J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL EMBEDDED PIPING (NOTE 3) #6@12 #6@12 2" CL EMBEDDED PIPING LOCATION VARIES (NOTE 3) CD I VARIES 0 Irl SHEAR KEY, TYP (3Y "x9y2") CJ #6@6 WS (NOTE 4) (TYP) (TYP) — REFER TO SECTIONAL PLAN B-B ON DWG 109-26-005 FOR CONTINUATION � OF SHAFT REINF. TO EL. 329.0 (TYP) #5@12 IFS SECTION H-H 109-26-004 GATE CHAMBER SECTION (NOTE 3) SCALE A 0 I 04-20-12 q ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 TUNNEL (TYP) #5@ 12 #7@6 4" CL Cj 10- (TYP) # 10@6 #7@6 3„ CL-](TYP) 12'-2" 12'-8" 2" CL 0" �o #7@6 SECTION F-F 109-26-004 GATE CHAMBER SECTION SCALE A (NOTE 1 & 2) DESIGN ENGINEER DATE D.M. SUTHERLAND 03-23-12 DESIGN CHECKED BY DATE S.W. PERKINS 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE S.W. PERKINS 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 PR ME EN�R 5 14 EMBEDDED PIPING LOCATION VARIES (NOTE 3) 1'-1" L c SHEAR KEY, TYP — WS (NOTE 4) (TYP) c GATE CHAMBER SUPPORT REQUIREMENTS BEST ESTIMATE SUPPORT CLASS LENGTH 1 0 11 77 III* 0 TOTAL 77 * PROVIDE MATERIAL FOR 10 FT OF CLASS 3 SUPPORT - REFER TO DWG. 109-26-007 GATE CHAMBER SUPPORT ESTIMATE IS INCLUDED IN TOTALS SHOWN ON DWG 109-90-004 13'-0" 0 OD SHAFT (TYP) 12'-8" SECTION G-G 109-26-004 GATE CHAMBER SECTION SCALE A (NOTE 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. 0 HATCH HATCH ASSOCIA TES CONSULTANTS, INC. CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 2 EL 329.0 EMBEDDED PIPING LOCATION VARIES (NOTE 3) (5)#8 EQ. SP ADD'L REBAR --AR KEY, TYP „x9y „) NS (NOTE 4) (TYP) 0 4 8 FE SCALE A 8 GATE SHAFT GATE CHAMBER CONCRETE AND REINFORCING SECTIONS DRAWING NUMBER 109-26-006 PROJECT No. A H332360 �UREV 1 SAVED: 04-20-2012 8:32am By karc48563 L C ►l Q m m 00 N O CV O CV O L.LJ CD J d L 0 C M. I1 c cn � 00 CV O r O O CV co i N O � CV O o w o z O w -i J n= ANSI D I I f3 SECTION A -A GATE SHAFT (LOOKING DOWNSTREAM) SCALE A ARCHITECTURAL I CIVIL I ELECTRICAL I MECHANICAL 7 1y" 4 (2) PL y4x2 /2x9 " DIA STAINLESS STEEL DUNTERSUNK BOLT, NUT WASHER (TYP) DETAIL 1 LADDER SPLICE NTS SECTIONAL PLAN B-B SCALE B SHAFT 5 CE OF SHAFT !x2Y2x3/g SS (TYP) L♦A LADDER (109-90-003) WWI W 4 LADDER 1 1y,g" PL3/x4x6 DETAIL 4 PROVIDE OVERSIZE HOLE FOR ABL1 (TYP) ABL1, TYP (NOTE 4) 3 1" GROUT (MIN) N VARIES Ee L2Y2x2Y2x3/g SS (TYP) PL $x4x6 J]jo FACE OF SHAFT DETAIL LS-1 SECTION A -A LADDER SUPPORT (NOTE 8) SCALE C I 2 I 1 NOTES: 1. REFER TO DWG 109-01-011 FOR CIVIL/STRUCTURAL GENERAL NOTES. 2. REFER TO DWG 109-26-012 FOR GATE SHAFT GENERAL ARRANGEMENT. 3. (ABL1) %" DIA X 1'-6" EMBEDMENT W/ 7" (MIN) PROJ. HILTI SS HAS ASTM F593 (316) THREADED ROD (FU=85 KSI) AND (FY=45 KSI) FOR HILTI HIT —RE 500 SD EPDXY ADHESIVE ANCHORING SYSTEM (TYP). REFER TO DWG 109-26-015. 1Y16" DIA HOLE FOR 4. ALL BOLTS AND ANCHOR BOLTS SHALL BE GRADE 304 STAINLESS STEEL. ALL %" DIA SS 316 BOLT, COMPONENTS OF THE LADDER SYSTEM BELOW ELEVATION 428.00 SHALL BE NUT AND WASHER STAINLESS STEEL, UON. (TYP) LONG SLOT HOLE 5. PROVIDE STAINLESS STEEL RAIL —BASED FALL PROTECTION SYSTEM, HONEYWELL FOR 5/8" DIA SS 316 SAF—T—CLIMB, FOR THE LADDER. NO SUBSTITUTIONS PERMITTED. BOLT, NUT AND WASHER (TYP) 6. INSTALL RUNG CLAMP ASSEMBLY EVERY 6 FEET MAX, OR AS PER MANUFACTURER'S INSTRUCTIONS. 2 REQUIRED BELOW EL. 320.0 LEVEL. BOTTOM OF RAIL TO BE AT EL. 306.0 7. INSTALL RAIL —TO —RAIL CONNECTION AS PER MANUFACTURER'S INSTRUCTIONS. 8. USE DRILLING TEMPLATE OR OTHER SUITABLE MEANS TO LOCATE ANCHOR HOLES nnrnrn ni inin r+A LADDER 11" 11" r*A ABL1 1" GROUT (MIN) (NOTE 4) VARIES ABL1, TYP (NOTE 4) 4" LONG SLOT HOLE _ FLOW FACE OF SHAFT 1Y,,6" DIA HOLE FOR ° FOR 5/" DIA SS 316 BOLT, NUT AND 5/ DIA SS 316 - WASHER (TYP) BOLT, NUT AND ® ,, L2Yx2Yx3/8 SS (TYP) WASHER (TYP) ®I I I °' `fl I ° , � PL3/8x4x6 li PL3/x6x2'-0 3/4" ® it ® CENTERED ON SHORTEST L2Y2x2Y2x3/g SS (TYP) I I I ANGLE I - ° L+A PROVIDE OVERSIZE HOLE FOR ABL1 (TYP) 1y6" DIA HOLE FOR 5/" DIA SS LADDER 3 PL/gx4x6 316 BOLT, NUT AND WASHER (TYP) (109-90-003) FACE OF SHAFT PLAN SECTION A -A DETAIL LS-2 LADDER SUPPORT (NOTE 8) SCALE C DETAIL 2 EMBEDDED STAINLESS STEEL LADDER RUNG NTS SECTIONAL PLAN C-C SCALE B DESIGN ENGINEER DATE D.M. SUTHERLAND 03-23-12 DESIGN CHECKED BY DATE S.W. PERKINS 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE 04-20-12 A ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS MLR SWP PRR P.R. RODRIGUE PROJECT MANAGER DRAFTING PRIME PROD S.M. HART OORD OORD ENGR 03 03-23-12 DATE GEOTECHNICAL - 6 1 5 1 4 I CAP SCREW W/ WASHER CONNECTIN STRF l A :�� IIm C SECTION .. RAIL ALIGNMENT GUIDE (NOTE 7) A ELEVATION DETAIL 3 RAIL ALIGNMENT GUIDE SCALE D 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 CD r/1LL rrRU I Cl� I IUIN PLAN RAI L FALL PROTECTION RAIL SECTION A -A DETAIL 4 FALL PROTECTION CLAMP ASSEMBLY SCALE D 0 3" 6" SCALE D 6"=1'-0" 0 1 2 FEET SCALE C 1 -1 0 4 8 FEET SCALE B 8 0 8 16 FEET SCALE A Y"=1'-0„ a GATE SHAFT GATE CHAMBER ACCESS LADDER PLAN AND SECTIONS DRAWING NUMBER PROJECT NO. A 109-26-008 H332360 CURES SAVED: 04-20-2012 8:34am By karc48563 L C C If I1 A ANSI _� 8 RRENT 7 5 4 REV Y E CI!! TO 0 N C. ' , O ' N o � T ow o z O w J J 0 C M. ' 5 " 7 —6/� PLAN SCALE A SCALE A I♦B (-,P'ellnlr_ PerP' A NOTES: 1. GATE GUIDES AND ANCHOR BOLTS TO BE FABRICATED AND SUPPLIED UNDER CONTRACT 3. INSTALLATION TO BE UNDER CONTRACT 9. ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL 0 I 04-20-12 A ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 SCALE A DESIGN ENGINEER DATE D.M. SUTHERLAND 03-23-12 DESIGN CHECKED BY DATE S.W. PERKINS 03-23-12 DRAWN BY DATE CREATED M RIICHARDSON 03 G CHECKED BY DATE DRAWINS.W. PERKINS 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 ENGR u 9.0 (REFER TO 09-26-008 FOR )RM INFORMATION) IAL DN 31 2 GATE HOUSE FLR SIDE GUIDE TRACK 71 A nO „ (109-26-01 �) ---, SECTION B-B LOOKING UPSTREAM 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 0 2 4 FEET SCALE A Yz„=�,_o„ GATE SHAFT GATE GUIDES GENERAL ARRANGEMENT DRAWING NUMBER BLUE LAKE EXPANSION PROJECT 109-26-012 3 1 2 PROJECT No. 14cuRE H332360 V SAVED: 04-20-2012 9:59am By rich220533 L C Cf' ►0 n ANSI D CURRENT REV II 0 T F C AB BI A N � N � N � o N � i N N � CV 6D � o c" T CDw 75 o z o w —i J n= EL 329.0 SECTION A' -A' 109-26-012 (DETAIL VIEW OF SECTION A -A) SCALE B ARCHITECTURAL I CIVIL I ELECTRICAL I MECHANICAL I GEOTECHNICAL I,1 Ir) F 109-26-014 I• 109-26-014 _I AB - EL 329.0 C=- SECTION B'-B' 109-26-012 (DETAIL VIEW OF SECTION B-B) SCALE B DESIGN ENGINEER DATE D.M. SUTHERLAND 03-23-12 DESIGN CHECKED BY DATE 7� S.W. PERKINS 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE 03-23-12 A ISSUED FOR BID MLR SWP PRR P.R. RODRIGUE PROJECT MANAGER DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFTING PRIME ENGRPROJ S.M. HART COORD CRIME ENGR 03 n E-12 03-23-12 - 6 5 4 109-26-014 NOTES: 1. REFER TO DWG 109-26-015 FOR ANCHOR BOLT SCHEDULE. 2. WELD AFTER FIELD LEVELING OF SILL BEAM AND ALIGNMENT OF SIDE GUIDES. 3. OWNER FURNISHED GATE GUIDES AND ANCHOR BOLTS (CONTRACT 3) TO BE INSTALLED UNDER CONTRACT 9. INSTALLATION TOLERANCES: 1. LINTEL AND SIDE SEALING SURFACES TO BE TRUE WITHIN (NO OFFSETS OR GAPS AT THE JOINTS) f)/64 INCH IN 6 FT 2. STRAIGHT EDGE CHECK OF SILL SEALING SURFACE tJ/64 INCH IN 6 FT 3. STRAIGHT EDGE CHECK OF WHEEL TRACK ±)/64 INCH IN 6 FT 4. DISTANCE BETWEEN WHEEL TRACK ±,Y16 INCH 5. DISTANCE FROM SILL TO LINTEL SEAL PATH ±Y8 INCH 6. WHEEL CONTACT FACE TO SEALING FACE ±)/32 INCH 7. WHEEL CONTACT FACE TO SIDE ROLLER TRACK CENTERLINE tY6 INCH. 8. VERTICALITY OF SIDE GUIDES fX6" SIDE GUIDE TRACK DETAIL 109-26-012 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. RA HATCH HATCH ASSOCIATES CONSULTANTS, INC CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 0 1 2 FEET SCALE B 0 8 16 FEET SCALE A s DRAWING NUMBER 109-26-013 GATE SHAFT GATE GUIDES SECTIONS SHEET 1 PROJECT No. A\ H332360 UREVNT 1 SAVED: 03-22-20124:22pm Byboss50439 A C Lol 9 A Q 0 N O CV O CV O L.LJ CD J d m N O N O N O L.LJ J d AANSI C' CURRENT REV O N wl r 0 A 0 0 N O N N I io Ln �I 0 N N n BLDG GATE I SLR I 1 ----- I ROOF AND HATCH I I CONC. OPN'G I I (NOTE 10) I 1 I 1 I F----- J I I I I z a, I I a_ I I I I o SLR I d� 11'-6" OPN'G I I I I I I I I I I I I I L _ J I I I I I I I I I I I I I I I SLOPE I ------------ L I L---------I NOTES: 1. ALL WORK TO BE PERFORMED AS PART OF CONTRACT NO. 9 GENERAL CONSTRUCTION, UON. REFER TO DWG 109-90-004 FOR ROCK SUPPORT DETAILS. 2. REFER TO DWG 109-26-001, NOTE 4 FOR GATE HOUSE CONCRETE MIX INFORMATION. 3. ALL GATE GUIDES, SEAL PLATES AND LADDER ALL THREAD BOLTS INSTALLED BELOW ELEVATION 428.00 ARE TO BE STAINLESS STEEL (SS) UON. 4. UNIFORM LIVE LOADS TO BE APPLIED TO DESIGN OF THE FOLLOWING: A. FLOORS - 300 psf C. GRATING - 100 psf B. HATCH PLATE - 100 psf D. ROOF - 100 psf E. ROOF ACCESS HATCH - 35 psf (SNOW LOAD) A 5. REFER TO DWG 109-01-011 FOR CIVIL/STRUCTURAL GENERAL NOTES. BLDG 6. REFER TO DWG'S 109-90-001, 109-90-002 AND 109-90-003 FOR CIVIL/STRUCTURAL MISCELLANEOUS D ETAI LS. 7. REFER TO DWG 109-26-032 FOR REMOVABLE HATCH FRAMING AND PLATE COVER INFORMATION AT EL. 444.33. ROOF ACCESS HATCH FOR (11'-6"x9'-6" OPN'G) (NOTE 9) DRIP EDGE H.P. ROOF B.O. ROOF EL 456.58 EL 455.33 3„ 1'-0" 20'-0" 22'-3" ROOF PLAN SCALE A 22'-0" PLATFORM AND STAIRWAY 10'-0" 12'-0" (NOTE 11) SHAFT BLDG SHAFT 1'-0" BLDG o GATE LI FT 11-011 1'-0» 1 -4Y2 A 0) ACCESS HATCH I UH-1 FRAMING (NOTE 7) 1 L LIFTS I - - I I I I I I I r IIII I I I I I I I I I I I I I I _ I I I I I I I I -� I I II UH-2 I I 2Y4" 7'- 103/4„ 22'-0» FLOOR PLAN EL 444.33 SCALE A - GATE LIFT ACCESS HATCH (NOTE 7) - GATE HOIST ASSEMBLY FLOW A BLDG T.O. FLOOR EL 444.33 ACCESS HATCH FRAMING (NOTE 8) n o t N N T.O. FLOOR EL 428.0 FOR ACCESS LADDER INFORMATION REFER TO SECTION A -A ON DWG 109-26-002 03-23-12 A ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL -1 6 20'-0" 1.�902A R FLOOR PLAN EL 428.0 SCALE A 3'-4" 5'-6" DEBRIS BOOM ANCHOR (NOTE 13) - UTILITY TRENCH (NOTE 13) FLOW A BLDG/SHAFT LOUVER (LV-1 GH) T.O. GRATING EL 432.67 PLATFORM AND STAIRWAY (NOTE 12) CONIC SLAB EL 432.5 D.M. SUTHERLAND 03-23-12 DESIGN CHECKED BY DATE S.W. PERKINS 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE S.W. PERKINS 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 PR° ENGR 5 1 4 NOTES (CONT'D): 8. REFER TO DWG 109-26-034 FOR REMOVABLE HATCH FRAMING AND GRATED COVER INFORMATION AT EL. 428.0. 9. REFER TO DWG'S 109-26-038, 109-26-039 AND 109-26-040 FOR ROOF ACCESS HATCH AND ROOFING SYSTEM INFORMATION. 10. REFER TO DWG 109-26-023 FOR ROOF AND FLOOR (EL. 444.33) CONCRETE INFORMATION. 11. REFER TO DWG 109-26-030 FOR STAIRWAY AND PLATFORM (EL. 444.33 TO EL. 432.33) INFORMATION. 12. REFER TO DWG 109-26-029 FOR STAIRWAY AND PLATFORM (EL. 432.67 TO EL. 428.0) INFORMATION. 13. REFER TO DWG 109-26-024 FOR UTILITY TRENCH AND DEBRIS BOOM ANCHOR INFORMATION. SECURITY DOOR 3'-0" x 7'-0" II HEATED I I ROOM I I I II HATCH OPN'G 11 11 7'-1OY4„x9,-6„ - [STAIRWAY AND PLATFORM NOT SHOWN] (NOTE 1 1) APPROX. ROCK EL 430.Of EL 426.0 I SHOTCRETE COLLAR, IF REQUIRED (NOTE 1) UNHEATED ROOM 2'- 0/16 HANDRAIL SHAFT BLDG UH-1 GATE LIFT 1'-4/" 2 GATE HOIST / GATE I N MAINTENANCE • ` POSITION 4�1 SEAL FACE �- 713l6» GRATING 11'-O" DIA SECTION A -A AT CL BLDG 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. RAHATCH HATCH ASSOCIATES CONSULTANTS, INC. CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 1IIna mxBit]0 L.P. ROOF EL 456.33 B.O. ROOF EL 455.33 3" OVER HANG fnTi7a FOR LOUVER (LV-1 GH) INFORMATION 1 REFER TO DWG 109-26-022 °I 'I �I FLOOR/CJ EL 428.0 CONC. (TYP) EAST AND NORTH SIDE 0 4 8 FEET SCALE A 4 GATE SHAFT GATE HOUSE GENERAL ARRANGEMENT PLANS AND SECTION DRAWING NUMBER 109-26-021 PROJECT No. A\ H332360 °REVNT 1 SAVED: O3-22-2012 4:24pm Byboss5O439 A C A LO m 00 CV O N O N O L.LJ J d AANSI D CURRENT REV /V 1'-0" 0 �cm L� N N N r O 0 N co `V N N CT)� o cY T ow 75 o z o w J J n r 0 c A o t N N m J p 22'-3" B4-1 109-26-025 DETAIL 3A _ DETAIL 6 - - - - ---- I ~ SLOPE I � I DETAIL 5 DETAIL 3A 1'-0" --� - — — — — — I -------- I I J I I I o I I I ROOF PLAN SCALE A (4)#6 BARS (ROOF B H.P. ROOF (TYP) 2„ CL SLAB REINF) EL.456.58 •• fU � !� c", 2" CL #5@ 12 U BARS T.O. WALL • • (TYP©OPN'G) EL.455.33 •• f _:::::�:�� #5©12 EF. EW (TYP WALL REINF.) 2" CL 2„ CL A DETAIL 1 SCALE B ARCHITECTURAL I CIVIL I ELECTRICAL (ARCHITECTURAL I CIVIL I ELECTRICAL I MECHANICAL�GEOTECHNICAL BEAM (BELOW) DETAIL 6 (2) LAYERS (2)#6 J HORIZ. BARS (TYP. ALL AROUND OPN'G) BOTT OF BEAM EL.454.33 • 2" CL J U N ROOF SLAB: #6@ 12" T&B, EW W/ CORNER BARS (2" CL TOP AND BOTT) DETAIL 2 SCALE B 311 A 109-26-025 o N N BEAM POC nCO cV O J I QCD CV LJr.J rn p o A m 00 CV (D O J c1 Q CN CT p C) m 22'-0" BLDG 11'-0" DETAIL 15 109-26-026 DETAIL 8 B +-1 DETAIL 9 109-26-026 109-26-025 109-26-026 I I I I DOORWAY GATE LIFT 8„ KET (NOTE 3) co � I 7 N I 1,_1y„ f I I I I 7'-10%4" OPNG I ci I I I I � ¢ _o z BLDG IZ +o I I I I DETAIL 13 109-26-026 DETAIL 12 ►� N __F 109-26-026 _L_F _LLF J a N l o o I I BEAM (BELOW) I I OPN'G I I I I I I I I I L- - - - I - - - - - - - I I - - - - - - - I I I I - - - - - - - - I I - DETAIL 8 B 109-26-026 5,_2„ 6' -2" NOTES: 1. REFER TO DWG 109-01-011 FOR CIVIL/STRUCTURAL GENERAL NOTES. 2. CONTRACTOR TO PROVIDE SIGNED SEALED POST SHORING CALCULATIONS AND DRAWINGS FOR ENGINEERS REVIEW, PRIOR TO COMMENCING WITH CONSTRUCTION. 3. REFER TO DWG 109-26-032 FOR BEAM POCKET INFORMATION. - 3" SCH 40 PIPE SLEEVE (GALV.) - 2" SCH 40 PIPE SLEEVE (GALV.) NOTE: BEAM IS TO BE (2)#6 BARS POURED MONOLITHIC WITH WALL AND ROOF SLAB (BEYOND) ROOF SLAB. T.O. FLOOR EL.444.33 �' 2'-0" (2)#6 BENT N BARS (TYP) A 109-26-025 T.O. ROOF EL.VARIES f 77 o (3)#8 BENT � - --- --- --- --- -- BARS (TYP) N 00 J ' #4 TIES©12 (3)#8 BARS `0 N I� 3'-6" V`J • #5@ 12 EW, EF (TYP WALL REINF.) • • 2" CL 2" CL 6" DETAIL 6 1'-0" (TYP. BEAM TO WALL POUR) SCALE B FLOOR PLAN FLOOR SLAB: EL.444.33 #6©12" T&B, EW SCALE A (2" CL TOP AND BOTT) 1`0 %AJ 1'-6" DESIGNATED BEAM 2" CL o LO SECTION AT OPN'G (TYP) 'n m Jro 2'-0"(TYP) `'_ Il a ROOF SLAB REINF 1'-O" ROOF SLAB REINF O O L~ „ J J O �_ o m v 3 CL Q 1'-3"HP #6@12 U BARS "' T.O. ROOF 2 CL BAR (TYP) U U o = TO 1 -0 LP T.O. ROOF N N J EL.VARIES ELMARIES �r4 U N N f o t • (6)#6 CONT. B.O. ROOF Q T.O. WALL B.O. OF ROOFBARS EQ SP (ADDL • EL.455.33 • • EL.455.33 • • EL.455.33 REINF. IN ROOF • no • • _ - SLAB 1'-6" SECTION #6C�?12 T&B. 0"(TYP) 2" CL (2)#6 CONT TYP) 2" CL #6@ 12 �&B. EW EW (TYP) C° 0" (TYP) N N #4 TIE@ 12 � 2" CL 2'-0" #6@ 12 T&B. (TYP)EW (TYP ROOF TT #4 TIES©12 2" CL 2" CL SLAB REINF) 6@ 12 BENT BAR (TYP) 2" CL (3)#8 BARS #5C�12 U BARS (TYPE„ CL 2" CL 1'-0" N r C L DETAIL 5 3" SCALE B DETAIL 3 (AS SHOWN) (0" DETAIL 3A AND 313) DETAIL 4 0 2 4 FEET 0 4 8 FEET SCALE B DETAIL 3A (AS NOTED) SCALE B SCALE A DETAIL 3B (AS NOTED) 3/4"=1'-O" 3g"=1'-0" SCALE B A DESIGN ENGINEER DATE ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND C D.M. SUTHERLAND 03-23-12 LANDSCAPE E DIRECTIOINTROF OR IISTA (ALASKA DSPROFESSION0L ENGINEER.NOTHBE E ATERINGD NGINEERRSHALLPAFFX TOUTHESITEMETIHEIR GATE SHAFT DESIGN CHECKED BY DATE S.W. PERKINS 03-23-12 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 GATE HOUSE CONCRETE AND REINFORCING ROOF PLAN, EL 444.33 PLAN AND DETAILS DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 '" ®r HATCH HATCH ASSOCIATES CONSULTANTS, INC. DRAWING CHECKED BY DATE S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA A I PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 03-23-12 A ISSUED FOR BID MLR SWP PRR BLUE LAKE EXPANSION PROJECT DRAWING NUMBER 109-26-023 PROJECT No. A DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFTING COORD ENGR PROJECT MANAGER DATE S.M. HART 03-23-12 H332360 CURRENT 6 1 5 F 4 1 3 1 2 1 1 SAVED: 03-22-2012 4:25pm Byboss50439 m 00 CV O N O N O L.LJ J d r N N O N N CV CYD LU O J n ANSI D CURRENT REV II DOORWAY (BEYOND) 1'-0" WALL REINFORCING IS REQ'D AROUND ALL N WALL OPN'GS (TYP) N SEE NOTE 2 T.O. FIN. FLR./RPFL PL T.O. FIN. FLR./RPFL PL EL 444.33 EL 444.33 0 (2)#5 BARS (CONT. 1 (.° WALL REINF. OR ADD'L BARS AS/NOTE 2) TYP J U N #5@12 U BARS • • (T&B OF WALL) TYP #5@12 EW,EF (TYP) D 2" CL 2„ CL DETAIL 7 109-26-023 SCALE A #6@ 12 T&B, 6 BAR EW (TYP) 2" CL (3)#5 BARS 0" T.O. FIN. FLR. /f § EL 444.33 Ai f 0 ^I o� 1 #5 TIES@12 N � I U � 3" C N I �-2" CL _ 1,_2„ _ REFER TO DETAIL7 (2) LAYERS 12 FOR ADD'L (3)#10 BARS REINF. INFORMATION DETAIL 10109-26-023 SCALE A SLAB REINF.: #6@12 T&B, EW (TYP) (2)#6 BENT BARS PLACED BTWN POCKETS (TYP) B 2" CL 2" CL (TYP ALL T.O. FIN FLR/RPFL PL SIDES OF POCKET EL 444.33 ) 0 1 (3)#5 BARS 2" CL #4 TIES@9 1 N (3)48 BARS 2" CL 2" CL f V-6" 3" (TYP) 1'-0" WALL #6@12 BENT BARS (TYP) • #6@12' T&B, EW • • • • • • • J 0" (TYP) • 6" (TYP) 2'-0" • (TYP) 2" CL f 0" TYP - #5@ 12 EW, EF (TYP WALL REINF.) 2" CL DETAIL 8 109-26-023 (TYP FLR. SLAB TO WALL POUR) SCALE A SLAB REINF 1'-2" SLAB REINF 2" CL (3)#5 BARS T.O. FIN. FLR. EL 444.33 0 �I 2" CL (2) LAYERS 0 #6 BAR (3)#10 BARS, #5 TIES@12 2" CL rnT 2"CIL II II f _ I I _ DETAIL 11 109-26-023 SCALE A SLAB REINF.: #6@12 T&B, EW (TYP) 2" CL - T.O. FIN. FLR./RPFL PL. 3" CL i J U f 1 2" CL #4 TIES@9 N U (3)#5 BARS (3)#8 BARS `V 2" CL 2" CL V-6" DETAIL 13 109-26-023 SCALE A NOTE: BEAM IS TO BE POURED MONOLITHIC WITH FLOOR SLAB. ,rlw►.=.ram. J U T.O.FIN. FLR/RPFL PL. _ EL. 444.33 0 2" CL J U N A N a oSGPLINEPERKINSLEADR `�) co N o ui cm 75 O w DETAIL 12 109-26-023 SCALE A DESIGN ENGINEER DATE D.M. SUTHERLAND 03-23-12 DESIGN CHECKED BY DATE S.W. PERKINS 03-23-12 7� DRAWN BY DATE CREATED M.L. RICHARDSONO3-23-12 DRAWING CHECKED BY DATE 03 A DATE DISC,j PERKINS 03 n E-12 Ao PROJECT ENGINEER PoRcT RODRIGUE 03 n E-12 03-23-12 q ISSUED FOR BID MLR SWP PRR MANAGER PRJEDATE S.M. HART 03-23-12 REV DESCRIPTION OF ISSUES & REVISIONS DRAFTING GO PRIME COORD PRo ENGR J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 6 1 5 1 4 SENT TYP) i EW EF qLL REINF) BENT TYP) 2" CL i� NOTES: 1. REFER TO DWG 109-01-01 1 FOR CIVIL/STRUCTURAL GENERAL NOTES. 2. REFER TO DWG 109-90-001 FOR CIVIL/STRUCTURAL MISCELLANEOUS REINFORCEMENT AT PENETRATION DETAILS 3. REFER TO DWG 109-26-032 FOR REMOVABLE FLOOR E HATCH AT EL. 444.33. 4. STUD ANCHOR SHALL BE NELSON STUDS, MODEL 3SL OR APPROVED EQUAL. 2" CL NOTE: TYP WALL REINF. AT 2" CL ALL BEAMS POCKETED INTO WALL ®I 6" (TYP BEAM POCKET) a BEAM (ABOVE) ---'! (4)#5 ADD'L BARS (LIMITATION OF ADD'L #5 BARS 3" BELOW BEAM TO EL 428.0) DETAIL 9 109-26-023 (TYP BEAM TO WALL POUR) SCALE A N OTE 3 (3)#5 BARS - #5 TIES@12 2" CL F-3 (2) LAYERS (3)#10 BARS DETAIL 14 109-26-023 SCALE A • #5@ 12 EF, EW (TYP WALL REINF.) w #4 TIES@12 (TYP) I• •I SECTION 9A-9A 1'-0" WALL __ SCH 40 PIPE SLEEVE 1 " TYP (GALV) SEE DWG FOR ALL SLEEVES 109-26-023 FOR PIPE #6@12 BENT SLEEVE SIZE AND TEL 444.33 .O. FIN. FLR./RPFL PL BARS (TYP) LOCATION CD • I•� �� STUD I f #6@12' • •I 2-%" DIA.x4" T&B, EW I NELSON STUDS (TYP/SLEEVE) BENT BARS ARE (NOTE 4) TO BE PLACED BETWEEN SLEEVES #5@12 EW, EF (TYP WALL REINF) 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 DETAIL 15109-26-023 (TYP FLR. SLAB AT PIPE SLEEVE) SCALE A 0 2 4 FEET SCALE A GATE SHAFT GATE HOUSE CONCRETE AND REINFORCING DETAILS DRAWING NUMBER BLUE LAKE EXPANSION PROJECT 109-26-026 3 1 2 PROJECT No. A H332360 ,�,REVNT SAVED: 03-22-2012 4:27pm Byboss50439 C Lel 19 A AANSI D CURRENT REV /V E 0 c M. A N � N N r O 0 N co N Ni CV 6) � o M T CDw 75 o z o w J n= 171 d747 () �7I A70 0 ARCHITECTURAL EL 415 PLAN SCALE A 10 I A RETAINI )WG 1O� SEE RETAINING WALL HANDRAIL PLAN moo``' 00 i 03-23-12 A ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 6 5 c c D.M. SUTHERLAND 03-23-12 DESIGN CHECKED BY DATE S.W. PERKINS 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 MLR SWP PRR PROJECT ENGINEER DATE P.R. RODRIGUE 03-23-12 PROJECT MANAGER DATE S.M. HART 03-23-12 COORD DCOORD PRIME COORD ENGR ENGR 4 A m RETAINING WALL HANDRAIL PLAN SCALE C 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. RA HATCH HATCH ASSOCIATES CONSULTANTS, INC CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 2 EL 430.0 EL 425.0 EL 420.0 EL 415.0 EL 410.0 NOTES: 1. REFER TO DWG 109-01-011 FOR CIVIL/STRUCTURAL NOTES. 2. REFER TO DWG 109-26-028 FOR RETAINING WALL CONCRETE AND REINFORCING. 3. REFER TO DWG'S 109-26-023 THRU 026 FOR GATE HOUSE CONCRETE AND REINFORCING. 4. EJ - INDICATES EXPANSION JOINT AT FACE OF GATE HOUSE REFER TO DWG 109-26-028. 5. REFER TO DWG 109-26-029 FOR HANDRAIL DETAILS. 6. GATE HOUSE PARKING AREA CRANE RATING BASIS: A. THE GATE HOUSE PARKING LOT IS RATED FOR AN ALLOWABLE GROUND PRESSURE OF 4,000 PSF. THIS INCLUDES A MINIMUM FACTOR OF SAFETY OF 2.5 WITH RESPECT TO THE ULTIMATE GROUND PRESSURE OF 10,000 PSF. B. THE ALLOWABLE GROUND PRESSURE IS BASED ON A CIRCULAR OUTRIGGER PAD HAVING A DIAMETER OF 2 FEET AND BEARING ON A NEAR HORIZONTAL GROUND SURFACE. A C. TIMBER MATS WILL BE REQUIRED TO INCREASE THE EFFECTIVE BEARING AREA BENEATH THE OUTRIGGER D PADS IF THE CRANE LOADS ON THE OUTRIGGER PADS EXCEED 4,000 PSF. D. THE WELL -GRADED GRANULAR FILL (BEDDING MATERIAL C-1) USED TO FILL BEHIND THE RETAINING WALL AND CONSTRUCT THE GATE HOUSE PARKING LOT MUST BE PLACED IN THIN HORIZONTAL LIFTS AND COMPACTED THOROUGHLY TO AT LEAST 95% OF THE AASHTO T180 (MODIFIED PROCTOR) MAXIMUM DRY DENSITY. E. 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)". F. SEE SPECIFICATION SECTION 02310 "FILL PLACEMENT AND GRADING" FOR ADDITIONAL DETAILS. 7. BACKFILL MATERIAL USED TO FILL BEHIND THE RETAINING WALL AND CONSTRUCT THE GATE HOUSE PARKING AREA SHALL BE BEDDING MATERIAL C-1. BEDDING MATERIAL D-1 IS AN APPROVED ALTERNATE BACKFILL MATERIAL. REFER TO NOTE 6, "D,E AND F" FOR BACKFILL COMPACTION REQUIREMENT. 0 4 8 FEET SCALE C 4 EL 405.0 0 8 16 FEET SCALE B 0 8 16 FEET EL 400.0 SCALE A s"=1'-0„ GATE SHAFT RETAINING WALL GENERAL ARRANGEMENT PLANS AND SECTIONS DRAWING NUMBER 109-26-027 PROJECT No. A\ H332360 REV SAVED: 03-22-2012 4:27pm Byboss50439 Lel L A E�3 7 6 5 4 3 2 "\ ANSI D A RRENT REV N L 0 C 0 0 I1 Q� cn= �I� N N r � O N � i N O CV c 12 CDw o z CDw J J ARCHITECTURAL #6 (TYP. FACE OF _ GATE HOUSE EJ (NOTE 2) GATE HOUSE B t FACE OF 7 GATE HOUSE (4) #6©24 DWLS (TYP) (4)#6 EQ.SP. TOP 5'-0" 7'-0" #6©16" OF — E D� 1' o» CIVIL I ELECTRICAL I MECHANICAL I GEOTECHNICAL I - PLAN RETAINING WALL SCALE A 2'-p„ DRILL AND GROUT #6@24 DWLS 04-20-12 A ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 #6 CORNER n A Mc- Tin EL 432.0 #10 2'-0" 3" CL 3" CL Typ TYP EL 432.5 I• •I 2" DIA SLEEVED WEEPS W/ SILT 2,-6" SCREEN, SPACED @ 4'-0$$ O/C 00 ^I #10@9 (2)#6 • EL 421.0f (NOTE 5) 60 #10@9 24 #6@18 42 36 (AS SHOWN) SCALE A SECTION D—D EL 432.0 (AS NOTED) SCALE A 2,-0„ 3" CL 3" CL TYP TYP F'I AK 0 r� #10 o"(TYP) 2" DIA SLEEVED WEEPS W/ SILT SCREEN, SPACED © 4'-0" O/C =6—O #10©9 i� (6)#6 00 Z • • — o"(TYP) 0 o w 10I —_ w 1 FOUNDATION DRILL AND GROUT BENCH #6®24 DWLS EPDXY COATED BARS (DOWELS ONLY) SECTION C—C SCALE A DESIGN ENGINEER DATE D.M. SUTHERLAND 03-23-12 DESIGN CHECKED BY DATE S.W. PERKINS 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE S.W. PERKINS 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 ENGR ENGC 5 F4 EJ (NOTE 2) I I #10@9 IF 1 #6@18 OF I I I — — — — — — — — #6 EL 421.0 (NOTE 5) IJ #10@9 EL 418.Of (NOTE 5) DRILL AND GROUT — #6@24 DWLS EPDXY COATED BARS (DOWELS ONLY) 2'-0" #6@18 42 36 # 10@9 60 36 (2)#6 V-6" V-13" #6 BENT BAR@18 (TYP.) EL 418.0f (NOTE 5) 3" CL TYP. EL VARIES (NOTE 5) o0 w I in _ :2 w (3)#6'S T&B CONT. 3" CL TYP EL 432.5 NOTES: 1. REFER TO DWG 109-01-01 1 FOR CIVIL/STRUCTURAL NOTES. 2. EJ — INDICATES EXPANSION JOINT AT FACE OF GATE HOUSE REFER TO DETAIL ON DWG 109-90-001. 3. CJ — INDICATES CONSTRUCTION JOINT REFER TO DETAIL ON DWG 109-90-001. E 4. REFER TO DWG 109-26-027 FOR RETAINING WALL GENERAL ARRANGEMENT. 5. EXCAVATE TO SOUND ROCK AS DIRECTED BY THE RESIDENT PROJECT REPRESENTATIVE. #10®9 IF 2'_011 #6@18 OF EL 432.5 I I III* •I #6 0 o w I m �w w (2) #6 DIAGONALS (EA. p BAR PLACED/FACE OF WALL) #6 2" DIA SLEEVED WEEPS W/ SILT SCREEN, SPACED @ 4'-0" O/C REFER TO SECTION C—C • • III _r 00 Z 10'-0" SECTION B—B SCALE A 2,-0„ 3TYPL 3" CL (TYP) if •1 EL 432.0 w cv 0 (TYP) #6 U—BAR EL 430.0f ' IA SLEEVED WEEPS W/ SILT INFILL CONIC • EL 428.0f SCREEN, SPACED 0 0 (NOTE 5) @ 2'-0" O/C I m N w DRILL AND GROUT 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 THEI SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION 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 #6©18" DWLS SECTION E—E SCALE A 0 4 8 FEET SCALE A s R IN GATE SHAFT RETAINING WALL CONCRETE AND REINFORCING PLAN AND SECTIONS DRAWING NUMBER PROJECT No. A 109-26-028 H332360 CURE N 2 1 1 SAVED: 04-20-2012 8:36am By karc48563 C0 If .0 ANSI D A CURRENT REV A 0 c A N � N N r 0 N C-0 CV N N 6) 0 CIDr ow 75 o z O w J J Q SHAFT 0 I O GATE SHAF HANDRAIL AND TOE PL Y" EXP. JT. 0 I 1 1'—O" 0 1'-0" 2'-6" A*-, HANDRAIL ONLY 1'-0" C1Ox15.3 �� 00 r� L4x4 O x N U o C1Ox15.3 I�i c° EXTERIOR DOORWAY 8" 1'-0" 1'-0» 1'-0» 7„ y2„ 4'-3" 5'-6" PLAN A SECTION A —A nivvi ivi� uv�i env i � STAIRWAY DETAIL 109-26-021 EL. 428.0 TO EL.432.67 SCALE B ARCHITECTURAL I CIVIL I ELECTRICAL I MECHANICAL I GEOTECHNICAL EXTERIOR WALL SEE ANCHOR BOLT DETAIL FOR WALL CONNECTION CONCRETE PAD T.O. GRATING EL 432.67 C10 1 " DIA HOLE ANCHOR BOL (AB 1) %4" DIA x 6" E W/ 2%4" PROJ. SS I- F593 (304/316) THREADED ROD (Fu=85ksi) AND (Fy=45ksi) ANCHOR BOLT DETAIL FOR HILTI HIT —RE 500 EPDXY ADHESIVE ANCHORING SYSTEM SCALE A (TYP) y" THII 7. 7 03-23-12 q ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS -1 1 6 1'-0" " DIA HOLE FOR AB1 HOR BOLT -4x4 0 y„ 2 3" Y 6" BASE PLATE DETAIL (BP1) SCALE C Y2" EXP. JT. f 2" CL 1'-0" - DETAIL 1 SCALE D D.M. SUTHERLAND 03-23-12 DESIGN CHECKED BY DATE S.W. PERKINS 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED BY DATE S.W. PERKINS 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 GOORD PRIME COORD PROD ENGR 5 1 4 r♦ 1 A L-► 1 A ELEVATION T.O. GRT'G @ DOORWAY EL 432.67 REFER TO DETAIL 7 ON DWG 109-26-026 FOR ADD'L REINFORCING INFORMATION "P) NOTES: 1. REFER TO DWG 109-01-011 FOR CIVIL/STRUCTURAL GENERAL NOTES. 2. REFER TO DWG 109-90-002 FOR CIVIL/STRUCTURAL MISCELLANEOUS STAIR AND HANDRAIL DETAILS. T.O. RETAINING WALL EL 432.5 0 ABA �4" DIA x 7" EMBEDMENT " PROJ. SS HAS ASTM 304/316) THREADED ROD �ru=ooksi) AND (Fy=45ksi) FOR HILTI HIT —RE 500 EPDXY ADHESIVE ANCHORING SYSTEM (TYP) SECTION 1 A-1 A HANDRAIL DETAIL (AT RETAINING WALL) SCALE C 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. RAHATCHHATCH ASSOCIATES CONSULTANTS, INC. CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 1 2 109-26-027 x10"x0'-10" 0 2 4 FEET SCALE D 4 0 6" 1 FOOT SCALE C 0 2 4 FEET SCALE B 2 "=1'-0„ 0 1 2 FEET SCALE A 1 "=1'-0" GATE SHAFT GATE HOUSE STAIRWAY EL. 428.0 TO EL. 432.67 AND RETAINING WALL HANDRAIL DETAILS DRAWING NUMBER 109-26-029 PROJECT No. A\ H332360 RRE REV 1 SAVED: 03-22-2012 4:28pm Byboss50439 A L A AANSI D 8 7 CURRENT REV 22,-0" r 0 C M. A �cm c N IC:� N CID 0 N co i N N N CT)� o cY T C:)w 75 o z o w J J 70 A WP — t II 413 HR AND TOE PL 1 '-0" T.O. LANDING EL 444.33 ARCHITECTURAL I CIVIL 1'-0" 6" 3'-4" CONC. OPN'G T.0 FLOOR EL. 444.33 z LO I x �� N ELECTRICAL I MECHANICAL HR (ONL ix -I -I.5 444.33 WP 00 tK x 6,1600 '-- HR AND TOE PL 1y" GRATING GEOTECHNICAL I - GATE HOUSE HR (ONLY) Ivlu 1 uxz-z) 20 TREADS © 10" = 16'-8" 23'-75/„ PLAN 1'-0" 03-23-12 A ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 6» 2,-6» Q rn A EL. 432.33 `0 J N Q0 3" * ASTERISK INDICATES L3x3x /4 TO BE INSTALLED 4y2" BELOW EL.444.33 1'-0" 6" CONC. WAL B.O. CONC. DOOR OPN'G 444.33 T.O. CONC. DOOR OPN'G D.M. SUTHERLAND 03-23-12 DESIGN CHECKED BY DATE S.W. PERKINS 03-23-12 DRAWN BY DATE CREATED M.L. RIICHARDSON 03 2E-12 CHECKEDDRAWING D S.W. PERKINS 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 °000Ro` COORR EN°R 5 4 Y4" DIA x 8" EMBEDM %4" PROJ. SS HAS AST (304/316) THREADED = 85 ksi) AND (Fy 7OR HILTI HIT —RE 500 ( ADHESIVE ANCHORING :M (TYP) ELEVATION B-B (SCALE B) 3'-0" =S FOR ;HOR YP) CP1 DETAIL SCALE C PL y2"x7' 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. —0 CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 12 NOTES: 1. REFER TO DWG 109-01-011 FOR CIVIL/STRUCTURAL GENERAL NOTES. 2. REFER TO DWG 109-90-002 FOR CIVIL/STRUCTURAL MISCELLANEOUS STAIR AND HANDRAIL DETAILS. T_0_ GRATING YP(*) .ES FOR �aHOR YP) I') (*) ASTERISKS INDICATES CP2 DETAIL TYPICAL WELD AT BOTH SCALE C ENDS OF WT 0 6" 1 FOOT SCALE C 3"=1'-09' 0 2 4 FEET SCALE B %"=1'-0„ 4 0 2 4 FEET SCALE A 2 "=1'-0,> GATE SHAFT GATE HOUSE STAIRWAY EL. 444.33 TO EL. 432.33 DETAILS DRAWING NUMBER PROJECT No. A� 109-26-030 H332360 CURRENT REV SAVED: 03-22-2012 4:28pm Byboss50439 r C A L A r N N O N N N CYD LU CD AANSI D CURRENT REV q ' /V r w W O z U O 0 �I U) J O m ry c O U z a m a A J J Q 2 (/) o m 0f O w 1__J X W 10'-0" SHAFT I 3 EQ. SP. @ 2,_0„ = 6,_0„ 1,_0„ 10_2„ 1 1 1,_ 1y„ I- I I I I - - - - - - - - - - - - - - - - ----� DETAIL 1 _ 109-26-033 _ ' I 1 % "(TYP) (NOTE 5) - 0 �I cn w J O it i t 2 CD z w J CD N J Q LL U � Ld m � I �= I I Q� ow ��7_ CV 04 X X 00 00 N ri Q Q a_ n I I I CI 10 CCU MOORE II ILI II II II I C"i X 00 II II � II II IF __1 FjjF_I hi. PARTIAL PLAN 109-26-021 EL. 444.33 SCALE A 75 r� N � SIN N CID r 0 N � i N N N 6� � o 00 T CDw 75 o z CD J J ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 03-23-12 A ISSUED FOR BID DATE REV DESCRIPTION OF ISSUES & REVISIONS 6 GATE LI FT PLATE STOP: BAR y4 % 1 "x 1 Y4" - GATE LIFT CD _ I LO m 1 " DIA. LIFTING HOLE (TYP TOP FLG) D.M. SUTHERLAND 03-23-12 DESIGN CHECKED BY DATE S.W. PERKINS 03-23-12 DRAWN BY DATE CREATED M.L. RIICHDARDSON 03 DRAWING3-Y D2E-12 S.W. PERKINS 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 I S.M. HART 03-23-12 °EoERD COORR EN°R 5 1 4 PLATE STOP: - BAR y4%1 "x13/4" %6" RPFL PL. L3x2xY4 LLH 3/16 3/ 1 BAR 2x3/8 SQ WELD TO HANDLE 8 14 BAR 5/6" 1_3x2x/4 LLH SECTION A -A SCALE B 5/, G?Dm DI U L3x2xY4 LLH y4" (TYP) SECTION B-B SCALE B 1 A*-1 HANDLE 8"x1" SLOT 3" 3" 1 A*-J ELEVATION NOTES: 1. REFER TO DWG 109-01-011 FOR CIVIL/STRUCTURAL GENERAL NOTES. T.O. FLR EL. 444.33 2. REFER TO DWG 109-90-003 FOR PLATE AND GRATING SUPPORT LEDGE DETAIL. 3. UNIFORM DESIGN LIVE LOAD APPLIED TO THE HATCH AND GATE ACCESS PLATES IS 100 PSF. E 4. (ABI) %" DIA x 6" EMBEDMENT W/ 2" PROJ. SS HAS ASTM F593 (304/316) THREADED ROD (Fu=85 ksl) AND (Fy=45ksl) FOR HILTI HIT -RE 500 EPDXY ADHESIVE ANCHORING SYSTEM (TYP). 5. PROVIDE FILLER PIECE (BAR 5/6"x3/4"x3" LG.) WELD TO LEDGE ANGLE. ALIGN BAR WITH CENTERLINE OF W8 (TYP 4 PLACES). T.O. FLR SEAL WELD EL. 444.33 TYP HANDLE /1/2" DIA BAR W8 AND BAR y„ y» 2 8 "I SECTION C-C SCALE B T.O. STL EL. 444.33 3"x1" SLOT 5/6" RPFL PL (TYP) 1"x8" SLOT t it BAR 4x 1 /4xO' -10 (SLOTTED) HANDLE BAR 4x1 /2xO'-9 (RECESSED WITH HOLES FOR POSITION) 4F:1 HANDLE SECTION 1 A-1 A BAR 5/6»x3/4" (TYP) T.O. FLR EL. 444.33 6" RPFL PL. (TYP) 9/16" RPFL PL (TYP) mC �Le RECESSED HANDLE DETAIL SCALE C 0 6" 1 FOOT 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 THEI SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION THE REVISION AREA. NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. HATCHHA TCH ASSOCIA TES CONSULTANTS, INC CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 SCALE C 0 3" 6" SCALE B 6"=1'-0" 0 1 2 FEET SCALE A A R GATE SHAFT N GATE HOUSE REMOVABLE FLOOR HATCH AT EL. 444.33 COVER PLATE AND FRAMING PLAN DRAWING NUMBER PROJECT No. A 109-26-032 H332360 G REVNT 2 1 1 SAVED:03-22-2012 4:29pm Byboss50439 r o') N N O N N N c+m 0 0 LU 0 LAI ANSI D (-1 7 5 4 3 2 AInTCC. L 0 C 11 cn � �I� N CID r O O N co i N O � N O ow o z O w J n LO ry .-. ��. .. .. nr\In%lAr]I r IIAAInMAll ('`nnVrT 1-m/m\ PARTIAL FLOOR PLAN 109-26-021 EL 428.0 SCALE A DESIGN ENGINEER DATE D.M. SUTHERLAND 03-23-12 DESIGN CHECKED BY DATE S.W. PERKINS 03-23-12 DRAWN BY DATE CREATED M.L. RICHARDSON 03-23-12 DRAWING CHECKED JLY DATE S.W. PERKINS 03-23-12 DISCIPLINE LEAD ENGINEER DATE S.W. PERKINS 03-23-12 PROJECT ENGINEER DATE P.R. RODRIGUE 03 04-20-12 A ISSUED FOR BID MLR SWP PRR DATE S.M. HART 03-23-12 DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFTI RAF INRIME COORDNG PRIME PROJ ENGR ENGR ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 6 1 5 14 PANEL 1 DETAIL SCALE A 00 1" 2,-1 1y4„ PANEL 2 DETAIL SCALE A T n i i n g� I z z 0 a LJj m CD z c� c� 0 0 1. REFER TO DWG 109-01-01 1 FOR CIVIL/STRUCTURAL GENERAL NOTES. 2. REFER TO DWG'S 109-90-001, 109-90-002 AND 109-90-003 FOR CIVIL/STRUCTURAL MISCELLANEOUS DETAILS 3. REFER TO SECTION A -A ON DWG 109-26-002 FOR ACCESS LADDER INFORMATION. 4. UNIFORM DESIGN LIVE LOAD APPLIED TO THE GRATED FLOOR AREA IS 100 PSF. 5. PROVIDE FILLER PIECE (BAR )/4"x1 $"x3"LG.) WELD TO LEDGE ANGLE. ALIGN BAR WITH CENTERLINE OF W8 (TYP 6 PLACES) 6. REFER TO DWG 109-26-015 FOR DOGGING BEAM INFORMATION. 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 DETAIL 1 TYP 4 PLACES SCALE B 0 301 600 SCALE B 6"=1'-09' 0 1 2 FEET SCALE A GATE SHAFT GATE HOUSE REMOVABLE SHAFT HATCH AT EL. 428.0 PLAN AND PANEL DETAILS DRAWING NUMBER 109-26-034 PROJECT No. 4cuR H332360 ES 1 SAVED: 04-20-2012 9:39am By suth64534 A C C0 If 11 r 0 m N O N N CV CYD LU O J r 0 m N O N N N CYD LU CD m N O N N N CYD LU CD m N O N N CV CYD LU O J m CV O N O N O L.LJ J d ti cn (7) N O N O N O L.LJ J d r N cn N O N N N c+m 0 0 LU 0 Q N V CV O N O N O L.LJ J d NOTES: AANSI D CURRENT REV /V r a c (3) LEVEL PROBE CABLES C C (4) 4 3/"O SS AIR LINES IIII IIII rA III1 B B L+ A �' Ir T.O. FLOOR EL 428.0 T.O. GRATING EL 432.67 PIPE (TYP) SS U-E PLAN EL 428.0 SCALE A DETAIL 1A V4 S S L2x2X/4 SS L2x2XY4 %" 0 SS AIF LINE (TYP) RENCH ORTABLE CORD =CTOR, THOMAS & BETTS S 2900 STAINLESS STEEL STAINLESS STEEL CAP, WEDGE )UCTS 6005.S ;AL EL 425.00 25.00, 415.00 qND BELOW „+ ••• L w JJ rlrL rvR TO GATE SHAFT WALL PRESSURE TRANSDUCERS ELEVATION A —A (TYP) SCALE B DETAIL 1 TYPICAL PIPE GUIDE SUPPORT SCALE C A m a oc-� c,j N o o ui cm Lu O w SCALE 1 : 1 DESIGN ENGINEER DATE D.M. SUTHERLAND 03-23-12 DESIGN CHECKED BY DATE S.W. PERKINS 03-23-12 7� DRAWN BY DATE CREATED M.L. RICHARDSONO3-23-12 DRAWING CHECKED BY DATE 03 nE-12 AS.W.PERKINS ENGINEER PERKINS 03 n E-12 APROJECT ENGINEER PoRcT RODRIGUE 03 n E-12 03-23-12 q ISSUED FOR BID MLR SWP PRR MANAGER PRJEDATE S.M. HART 03-23-12 REV DESCRIPTION OF ISSUES & REVISIONS ORACO0 D R PRIME COORD PRoR ENGR J J n ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 6 5 4 FLOOR EL 428.0 SECTION B—B SCALE B CATE SUPPORTS 10 FT I CENTER (TYPICAL) RUCK PRESSURE RANSDUCER (TYP) "0 SS PIPE FOR RESSURE TRANSDUCERS (TYP) -.HOR (TYP) x 3/4" HEX HEAD DUCING BUSHING 0 SS BALL VALVE '-335A) 1 " UNION FLOW METER 0-21.5 SCFM DWYER IF2707 1 "0 SS BALL VALVE (V-334A) EL 432.00 DOWN FROM AIR COMPRESSOR AC-1GH 1. ROUTE SENSING LINES TO PROVIDE MINIMUM 2% SLOPE DOWN TOWARDS INLET. ROUTE LINES TO AVOID TRAPS. 2. COORDINATE INSTALLATION OF EMBEDDED PIPING WITH REINFORCEMENT PLACEMENT TO AVOID INTERFERENCES. 3. CLAMP VERTICAL PIPING EVERY 10 FEET. PER DETAIL 1. 4. ARRANGE SUPPORTS TO MAINTAIN MINIMUM 5" CLEAR FROM GATE SHAFT WALL TO ALLOW FOR AREAS OF THE SHAFT WHICH MAY BE SHOTCRETE LINED. 10 m_ AM., IxJaZI Elm s-]��flrkmw0mIxa 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 HATCH ASSOCIATES CONSULTANTS, INC CITY AND BOROUGH OF SITKA, ALASKA BLUE LAKE EXPANSION PROJECT 3 2 TO LEVEL MONITORING PANEL 2" 0 CONDUIT 3/4" O FROM AC-1 GH BLOWDOWN (ENDS IN TRENCH) PRESSURE GAUGE (0-100 PSIG) (TYP) FLOOR EL 428.00 SECTION C-C LOWER GATE SHAFT SCALE B SS DIVIDER 0 6" 1 FOOT SCALE C 0 1 2 FEET SCALE B 0 4 8 FEET SCALE A s GATE SHAFT RESERVOIR LEVEL MONITORING SYSTEM AT GATE HOUSE SECTIONS AND DETAILS DRAWING NUMBER PROJECT No. A 109-26-062 H332360 CDREENT SAVED: 03-22-2012 4:33pm Byboss50439 r E A 7 A ANSI D 8 7 6 5 4 3 2 1 CURRENT _ _ ATE SELECT NATIVE HOUSE MATERIAL 12" / - Y WARNING TAPE 24" ` BOTTOM OF LIGHT FIXTURE 36' ` LF1 AT EL.441.00 D1 GRAVEL BEDDING / PARKING AREA 5'-0" 10'-0" 5'-0" COMMUNICATIONS � ® N POWER E 9 COMMUNICATIONS POWER e 6" / INSTALL 1-2" PWR CONDUIT FOR CABLE DAMLP-P1 TO PNL 'DAMLP' ' LF1 FROM PNLBRD 'GHSSP1' & 1-2" COMM. CONDUIT FOR NETWORK LF1 LPA-3 K' MIN 12' CABLE TO CAMERA FROM COMMUNICATION INSTRUMENT PANEL CONDUITS TO BE SCHEDULE 80 PVC, LPA-3 DETAIL 1 BELOW GRADE FROM GATE HOUSE TO DAM AS PER DETAIL 2 OR 4 C❑NDUITS TRENCH DETAIL / CONDUITS CAN BE SURFACE MTD CONCRETE PIER AS PER DETAIL 3 1'-0" - NOTE: CONTRACTOR TO FIELD RUN TO SUIT BEST ROUTING SEE DETAIL 3 OR 4 CONTRACTOR MAY BURY THE / (APPROX. 250' FROM GATE HOUSE TO DAM) Coll ` - ` CO C❑NDUIT IN A CONCRETE PIER WITH REBAR I I CONNECT 2x2" CONDUITS TO LADDER - _LPA-4 STRUCTURAL STEEL FROM EL. 462.00 � LF2 LF1 DOWELS INT❑ THE ROCK TO SUIT SITE C❑NDITI❑NS DOWN TO PARAPET WALL SLUICE GATE /-'� - - - LPA-3 LPA-3 CONTROL PANEL �—, ONE 2" CONDUIT UP TO _ SELECT NATIVE FT.O. ABUTMENT C01 � MATERIAL I ' PARAPET W - _ _ COMM. / ISTR. PNL LPA-4 I STAGING AREA OUTLINE —`% EL 439.0 - `D EL.462.00 CAP ONE 2" CONDUIT AT .� EL.428.5 FOR SPARE c° LF1 12' - - LPA-3 LF1 WARNING TAPE 24' LPA-3 36' ------ - / I DAM 2-4" PWR CONDUITS & � - C° , _ D1 GRAVEL BEDDING DAM ACCESS LADDER DAMLP-1 _ _ — — — — LPA SW2 - D ' I T.0 EL.462.00 T.O. ABUTMENT CI EL 428.00 _ TO V 'S #9 CONDUITS — — — `� LPA-3 LPA-7 D TO VLT'S #9 & #4 ' INSTALL VIDEO CAMERA TYPE DAM DISTR. PANEL 'DAMLP' CO2 COMMUNICATIONS O ® POWER AXIS P13-E SERIES OR EQUAL MTD ON ABUTMENT F di 2'-6" 9'� II LPA-8 6" I NETWORK POWERED USING CAT.5E PARAPET WALL ONE 4" CONDUIT UP TO (EL.437.00) 12" ' 2-PAIR SHLD ETHERNET CABLE CONNECT 2x2" CONDUITS DISTR. PNL 'GHSSP1' 1'-1" II II TO BE MTD ON INTERMEDIATE DAM TO SOUTH SIDE OF PARAPET LF3, LPA-7 MIN I I INSTALL 2-4" PWR CONDUITS FROM VLT #9 ACCESS LADDER PLATFORM VIA WALL AT EL. 435.00 USING 1'-2" II II ONE 2" CONDUIT UP TO MTD ABOVE DOOR DETAIL 2 & 2-2" COMM. CONDUITS FROM VLT #4 TO INTERMEDIATE JUNCTION BOX T&B #HS-406 CONDUIT STRAP, LOOKING ACROSS THE DAM II II PANEL 'LPA' FOR FEEDER TO DAM C❑NDUITS TRENCH DETAIL GATE HOUSE SEE TRENCH DETAIL #1 c/w EXPANSION ANCHOR CONDUITS TO BE SCHEDULE 80 PVC, BELOW GRADE (MONITORING FOR DAM FAILURE) CAP ONE 4" CONDUIT AT NOTE: IN THE ROADWAY SHOULDER OUTSIDE OF TRAVELED WAY EL.428.5 FOR SPARE SEE DETAIL 3 OR 4 CONTRACTOR MAY BURY THE (APPROX. 655' FROM VLT'S TO GATE HOUSE) C❑NDUIT IN A CONCRETE PIER WITH REBAR INSTALL ONE PWR CONDUIT WITH CABLE NUMBER 1-2" PWR CONDUIT FOR CABLE DOWELS INT❑ THE ROCK TO SUIT SITE C❑NDITI❑NS 1-2" I T5GHSSP1-P1 AND ONE COMM. CONDUIT WITH DAMLP COMM. PNL DAMLP & FIBER OPTIC CABLE (NUMBER OF FIBERS TO BE CONFIRMED)CONDUIT FOR NETWORK CABLE TO CAMERA MTD ON ACCESS LADDER PLATFORM / 0 8 16 FEET #4 STEEL DEFORMED FLOOR PLAN ALL AROUND AS SHOWN / SCALE A EL 428.00 CENTER TO CENTER SCALE A TOP & SIDES (TYP) •. 6' I 2" PVC C❑NDUIT •� "' ~•�' (C❑MMUNICATI❑NS) • �• ~ a ` ' 6' K / #6 TIES ANCHORED I INT❑ BEDROCK IF REQ'D Tt 2" PVC (C❑NDUIT TYPE 'C' 12" (P❑WER) I / ^ - BOTTOM OF LIGHT CONCRETE (TYP) MIN #4/0 GND C , V FIXTURE AT EL.453.50 6' 6" CABLE C I 5'-0" If10'-0" 5'-0" DETAIL 3 SURFACE MTD C❑NDUITS EMBEDDED IN CONCRETE I SHAFT LEVEL MONITORING PANEL (C❑NDUITS TO BE EMBEDDED IN CONCRETE WHEN I / SEE DWG 109-26-062 �A 2 T❑ 1 SLOPE IS ENCOUNTERED) BLDG I / AC-1GH I � r SURFACE MOUNTED CONCRETE PIER SHALL HAVE MINIMUM DIMENSI❑N OF 24" WIDE BY 12', PIER SHALL HAVE A MINIMUM #6 REBAR DOWEL INT❑ LF3, LPA-7 I I I CO ROCK ON A MAXIMUM SPACING ❑F 4'-0' BETWEEN DOWELS. / MTD ABOVE DOOR SW2 I I I STAGGER DOWELS LEFT AND RIGHT ALONG LENGTH OF PIER, I GATE I I $ UH-1 LPA-7 LF1 I I LF1 LIFT69- I I / LPA-1 I I LPA-1 I I _____ HOIST SW1 C01 2-2" CONDUIT IN I -I -1 CONTROL WARNING TAPE #4 STEEL DEFORMED I / LPA-1 I I I LPA-2 FLOOR STUB -UP PANEL I REINFORCING BAR AT HOIST CONTROL SELECT NATIVE ALL AROUND AS SHOWN GATE HOIST I 0 PANEL & EAST WALL MATERIAL TEMPORARY CONSTRUCTION TRANSFORMER 'T5' _ I I ASSEMBLY I I I I I I == 6" I SIZE BY CONSTRUCTION CONTRACTOR / of I I I I I� LF1 BLDG #4 TIES AT 24" CONTRACTOR TO REPLACED TRANSFORMER WITH A N I I I II II I LPA-1 CENTER ID CENTER ~• `~ 6� 18" I/ I I I I I I I TOP & SIDES (TYP) 25KVA, 12,470:480/277V, 3P, 4W AT THE END OF / I T.O. FLOOR I I I 2" PVC C❑NDUIT IDAM /GATE HOUSE CONSTRUCTION I (C❑MMUNICATI❑NS) • �• b 6' EL 444.33 Q0 #6 TIES ANCHORED / COMMUNICATION L CO1 _ _ _ _ _ INT❑ BEDROCK IF REQ'D B I INSTRUMENT PNL I5E LPA-2 I I I k 2' PVC (CONDUIT B Y�C LF1 I I I TYPE 'C' 12' (POWER) C LPA-1 I LF1 CONCRETE (TYP) 6" MIN 6" #4/0 GND I — LPA-1 -� CABLE I I COMM. VLT #4 3/4" EXPOSED $ NH-2 DETAIL 4 I I I (INSTALLED BY CBS) & CONDUIT L J / BURIED C❑NDUITS EMBEDDED IN CONCRETE 15kV POWER VLT #9 " EXPOSED (C❑NDUITS TO BE EMBEDDED IN CONCRETE WHEN (INSTALLED BY CBS) PNLBD 1 REF. DWG 24VDC BKR PANEL A 2 TO 1 SLOPE IS ENCOUNTERED) / NORTHSTAR POWER ENG. 'GHSSP1' CONDUIT DWG. NAME: PNLBD 'LPA' (BELOW) / BLUE LAKE DAMSITE 7.2/12.5kV TRANSF. 'GHT1' (ABOVE) DISTRIBUTION LINE SHEETS 1 & 2 24VDC BATTERY CHARGER UNDER GROUND POWER/COMM CABLE 24VDC BATTERY BANK / AS PER NORTHSTAR POWER ENG. DRAWING NOTED ABOVEITE PLAN EL 42 .00 22'-0" �' CAL B FLOOR PLAN .33 NOTES: DEVICE MOUNTING HEIGHTS AT EL.428.00 SCALE B 0 32 64 FEET SCALE A 0 $ 16 FEET E SCALE A 1. FOR GATE HOUSE ONE LINE DIAGRAM LIGHT SWITCHES - 6'-6" �2�° _p" Ys =1 -p SEE DWG 109-26-100 - RECEPTACLES - 6'-6" A 2. FOR PANELBOARD 'LPA' SCHEDULE, EMERGENCY LTG & EXIT SIGNS (TOP OF PANEL) - 8'-6" DESIGN ENGINEER DATE ANY ITEM TO WHICH A PROFESSIONAL ENGINEER HAS APPLIED THEIR SEAL UNDER THE "ARCHITECTS, ENGINEERS, LAND SURVEYORS, AND A LIGHTING CONTACTOR 'LC1' & SERVICES 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 DEVICE M 0 U NTI N G HEIGHTS AT EL. 444.33A7 DESIGN CHECKED BY DATE ACTING UNDER THE DIRECTION OF OR IS A LICENSED PROFESSIONAL ENGINEER. THE ALTERING ENGINEER SHALL AFFIX TO THE ITEM THEIR EQUIPMENT LIST SEE DWG. 109-26-103 SEAL, THE NOTATION "ALTERED BY", SIGNATURE, AND THE DATE OF SUCH ALTERATION, WITH A SPECIFIC DESCRIPTION OF THE ALTERATION IN GATE HOUSE J. COLEMAN 03-23-12 THE REVISION AREA NON COMPLIANCE IS A VIOLATION OF ALASKA STATUTE, TITLE 8, CHAPTER 48, SECTIONS 281, 291 & 295. LIGHT SWITCHES - 4'-6" DRAWN BY DATE CREATED RECEPTACLES - 1'-6"7 J. COLEMAN 03-23-12 LIGHTING AND RECEPTACLE SYSTEM CaDRAWING CHECKED BY DATE- 0 HATCH HATCH ASSOCIATES CONSULTANTS, INC. NIo EMERGENCY LTG & EXIT SIGNS (TOP OF PANEL) - 8'- 6 G. HOLDEN 03 23 12 PLAN AND SECTIONS o - PANELBOARDS (TOP OF PANEL) - 6'-0" DISCIPLINE LEAD ENGINEER DATE C"jAG. HOLDEN 03-23-12 CITY AND BOROUGH OF SITKA, ALASKA o PROJECT ENGINEER DATE � T P.R. RODRIGUE 03-23-12 DRAWING NUMBER PROJECT No. w 04-16-12/A\ISSUED FOR BID RJc GDH PRR BLUE LAKE EXPANSION PROJECT 0 � PROJECT MANAGER DATE ((�� //�� A w z DATE REV DESCRIPTION OF ISSUES & REVISIONS DRAFTING PRIME PRo� S•M. HART 03-23-12 0.7—L6— O H332360 CURRENT COORD COORD ENGR ARCHITECTURAL CIVIL ELECTRICAL MECHANICAL GEOTECHNICAL - 6 5 1 4 3 1 2 1 1 SAVED: 04-16-2012 8:36am By cl 12872