Unit Bearings Federal Columbia River Power System Columbia River, Oregon and Washington John Day Lock And
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 VOLUME 1 - McNARY LOCK AND DAM VOLUME 6 - DWORSHAK DAM AND RESERVOIR P FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS VOLUME 2 - ICE HARBOR LOCK AND DAM VOLUME 7 - THE DALLES LOCK AND DAM US Army Corps FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS ® T O of Engineers W A S ACCESS TO NORTH SIDE VOLUME 3 - LOWER MONUMENTAL LOCK AND DAM VOLUME 8 - JOHN DAY LOCK AND DAM H IN OF NAVIGATION LOCK. H G FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS W T Y O 1 N 4 S T A T VOLUME 4 - LITTLE GOOSE LOCK AND DAM VOLUME 9 - CHIEF JOSEPH DAM E W A S H I N G T O N NAVIGATION LOCK FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS DATE N US Army Corps ® VOLUME 5 - LOWER GRANITE LOCK AND DAM of Engineers FEDERAL COLUMBIA RIVER POWER SYSTEM MAIN UNIT BEARINGS WALLA WALLA DISTRICT JOHN DAY DAM ROAD SPILLWAY ) S. & JOHN DAY DAM P. S. ( M .R R 9 0 + 9 . 3 N B. N JOHN DAY LOCK AND DAM O T . CO T POWERHOUSE G STATE BOUNDARY TA KI . IC CO KL N N MA ER I SH H W LO S F L COLUMBIA RIVER, OREGON AND WASHINGTON A W R E IV R IA B M LU O FEDERAL COLUMBIA RIVER POWER SYSTEM C DESCRIPTION K MAIN UNIT BEARINGS E LAN AM D MARK AY N D JOH .R. ACCESS TO SOUTH END .P.R U OF SPILLWAY HAS TIGHT TURNS AND STEEP GRADES. N J INTERSTATE 10 0 10 20 30 40 50 INTERSTATE O 5 84 MILES G E O R E G O N R LONGVIEW PROJECT 9 ISSUE DATE: DECEMBER 2020 SOLICITATION NO.: W912EF21B0003 CONTRACT NO.: 0 DRAWING NUMBER: 1 LOCATION IT O WASHINGTON EX H 97 FILENAME: JDP-5.001_G-001-V8X.dgn N UMB A OL I RIV DESIGNED BY: D.SALGADO DRAWN BY: J.ROSENTHAL CHECKED BY: R SOLLARS SUBMITTED BY: STEVEN R. MILES, P.E. SIZE: ANSI X PROJECT C ER SITE MAP BONNEVILLE LOCK AND DAM VANCOUVER THE DALLES LOCK AND DAM LOCATION NOT TO SCALE G 14 HOOD RIVER INTERSTATE 84 THE DALLES PORTLAND JOHN DAY R LOCK AND DAM E V I F 197 R 201 N 3RD AVE INTERSTATE 26 5 PORTLAND, OREGON WALLA DISTRICT E T OREGON 97 WALLA WALLA, WASHINGTON T U.S. ARMY CORPS OF ENGINEERS HYDROELECTRIC DESIGN CENTER U.S. ARMY CORPS OF ENGINEERS E M A SALEM L L E I W D N VICINITY MAP LOCATION MAP N NOT TO SCALE NOT TO SCALE This project was designed by the Hydroelectric Design Center of the U.S. Army Corps of Engineers.The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152. C APPROVED BY: APPROVED BY: W912EF21B0003 JOHN DAY LOCK AND DAM SOLICITATION NO.: STEVEN R. MILES, P.E. DWAYNE WESTON, P.E. DIRECTOR, CHIEF OF ENGINEERING & CONST DIV. SATOC TURBINE AND GENERATOR BEARINGS HYDROELECTRIC DESIGN CENTER WALLA WALLA DISTRICT COLUMBIA RIVER, OREGON AND WASHINGTON PROJECT LOCATION AND VICINTY MAP SUBMITTED BY: SUBMITTED BY: B CONTRACT NO.: XXXXXXXX XXXX JAMES D. CALNON, P.E. CHIEF OF MARCUS PALMER, P.E. MECHANICAL/STRUCTURAL BRANCH CHIEF OF DESIGN BRANCH ISSUE DATE: DECEMBER 2020 HYDROELECTRIC DESIGN CENTER WALLA WALLA DISTRICT SUBMITTED BY: SHEET ID KEVIN RENSHAW, P.E. CHIEF OF MECHANICAL VOLUME 8 A VOLUME 8 DESIGN SECTION WALLA WALLA DISTRICT G-001 M G C A D K H N P B E F L J SHEET 1 NO. FILE NAME 2 3 4 INDEX TODRAWINGS 5 GENERAL 6 TITLE 7 8 9 10 DRAWING NUMBER 11 12 13 INDEX TOREFERENCEDRAWINGS 14 REFERENCE 15 TITLE 16 17 18 19 AS-BUILT REQ'D 20 DESIGNED BY: ISSUE DATE: VOLUME 8 LITTLE GOOSE LOCK AND DAM U.S. ARMY CORPS OF ENGINEERS of Engineers US ArmyCorps G-002 D.SALGADO DECEMBER 2020 COLUMBIA RIVER, OREGON AND WASHINGTON WALLA WALLA DISTRICT SHEET ID DRAWN BY: SOLICITATION NO.: SATOC TURBINE AND GENERATOR BEARINGS 201 N 3RD AVE J.ROSENTHAL W912EF21B0003 WALLA WALLA, WASHINGTON CHECKED BY: CONTRACT NO.: R SOLLARS SUBMITTED BY: DRAWING NUMBER: U.S. ARMY CORPS OF ENGINEERS STEVEN R. MILES, P.E. ® INDEX TO DRAWINGS HYDROELECTRIC DESIGN CENTER SIZE: FILENAME: PORTLAND, OREGON ANSI D JDP-5.001_G-002-V8X.dgn MARK DESCRIPTION DATE M G C A D K H N P B E F L J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DESIGNED BY: ISSUE DATE: VOLUME 8 JOHN DAY LOCK AND DAM U.S. ARMY CORPS OF ENGINEERS of Engineers US ArmyCorps DECEMBER 2020 R-001 SNAKE RIVER, OREGON, WASHINGTON AND IDAHO WALLA WALLA DISTRICT SHEET ID DRAWN BY: SOLICITATION NO.: NWW SATOC TURBINE AND GENERATOR BEARINGS 201 N 3RD AVE W912EF21B0003 WALLA WALLA, WASHINGTON CHECKED BY: CONTRACT NO.: 50" X 9" SEGMENTED UPPER GUIDE BEARING CW SUBMITTED BY: DRAWING NUMBER: U.S. ARMY CORPS OF ENGINEERS 15992-1A ® HYDROELECTRIC DESIGN CENTER SIZE: FILENAME: PORTLAND, OREGON ANSI D JDP-5.001_R-001-V8X.dgn MARK DESCRIPTION DATE M G C A D K H N P B E F L J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DESIGNED BY: ISSUE DATE: VOLUME 8 JOHN DAY LOCK AND DAM U.S. ARMY CORPS OF ENGINEERS of Engineers US ArmyCorps R-002 DECEMBER 2020 SNAKE RIVER, OREGON, WASHINGTON AND IDAHO WALLA WALLA DISTRICT SHEET ID DRAWN BY: SOLICITATION NO.: NWW SATOC TURBINE AND GENERATOR BEARINGS 201 N 3RD AVE W912EF21B0003 WALLA WALLA, WASHINGTON CHECKED BY: CONTRACT NO.: 64" X 9" SEGMENTED LOWER GUIDE SUBMITTED BY: DRAWING NUMBER: U.S. ARMY CORPS OF ENGINEERS JDP-05-0481/3.1 ® BEARING CW HYDROELECTRIC DESIGN CENTER SIZE: FILENAME: PORTLAND, OREGON ANSI D JDP-5.001_R-002-V8X.dgn MARK DESCRIPTION DATE M G C A D K H N P B E F L J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DESIGNED BY: ISSUE DATE: VOLUME 8 JOHN DAY LOCK AND DAM U.S. ARMY CORPS OF ENGINEERS of Engineers US ArmyCorps R-003 DECEMBER 2020 SNAKE RIVER, OREGON, WASHINGTON AND IDAHO WALLA WALLA DISTRICT SHEET ID DRAWN BY: SOLICITATION NO.: NWW SATOC TURBINE AND GENERATOR BEARINGS 201 N 3RD AVE W912EF21B0003 WALLA WALLA, WASHINGTON CHECKED BY: CONTRACT NO.: STATIONARY SEGMENTS 48" X 122" SUBMITTED BY: DRAWING NUMBER: U.S. ARMY CORPS OF ENGINEERS 745E439 ® HYDROELECTRIC DESIGN CENTER SIZE: FILENAME: PORTLAND, OREGON ANSI D JDP-5.001_R-003-V8X.dgn MARK DESCRIPTION DATE M G C A D K H N P B E F L J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DESIGNED BY: ISSUE DATE: VOLUME 8 JOHN DAY LOCK AND DAM U.S. ARMY CORPS OF ENGINEERS of Engineers US ArmyCorps R-004 DECEMBER 2020 SNAKE RIVER, OREGON, WASHINGTON AND IDAHO WALLA WALLA DISTRICT SHEET ID DRAWN BY: SOLICITATION NO.: NWW SATOC TURBINE AND GENERATOR BEARINGS 201 N 3RD AVE W912EF21B0003 WALLA WALLA, WASHINGTON CHECKED BY: CONTRACT NO.: 122" GE THRUST SHOE SUBMITTED BY: DRAWING NUMBER: U.S. ARMY CORPS OF ENGINEERS 473152 ® JOHN DAY DAM UNIT #5 HYDROELECTRIC DESIGN CENTER SIZE: FILENAME: PORTLAND, OREGON ANSI D JDP-5.001_R-004-V8X.dgn MARK DESCRIPTION DATE M G C A D K H N P B E F L J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DESIGNED BY: ISSUE DATE: VOLUME 8 JOHN DAY LOCK AND DAM U.S. ARMY CORPS OF ENGINEERS of Engineers US ArmyCorps R-005 DECEMBER 2020 SNAKE RIVER, OREGON, WASHINGTON AND IDAHO WALLA WALLA DISTRICT SHEET ID DRAWN BY: SOLICITATION NO.: NWW SATOC TURBINE AND GENERATOR BEARINGS 201 N 3RD AVE W912EF21B0003 WALLA WALLA, WASHINGTON CHECKED BY: CONTRACT NO.: MAIN GUIDE BEARING SUBMITTED BY: DRAWING NUMBER: U.S. ARMY CORPS OF ENGINEERS 43850 ® HYDROELECTRIC DESIGN CENTER SIZE: FILENAME: PORTLAND, OREGON ANSI D JDP-5.001_R-005-V8X.dgn MARK DESCRIPTION DATE.