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HomeMy WebLinkAboutP_Plan Set_170403_v1O n w Q 0 F- CD J W I L I O N W Q g J W J Q z a w a O cD 0 0 i a w I x w w Q I z i z w W U z Q z w w Cn i Cn ry w Cla w i Q w Of w z J w cD 0 Of M O V) U w D O BOEING COMMERCIAL AIRPLANES LEGEND: ILI M10 1AW111WIA 'IVA one 0 1111.110 1 Boom 01VI M 'V'ITA, 4 I 67M &M 61010, AIR LINE REPAIR LEGAL DESCRIPTION BOEING COMMERCIAL AIRPLANE PARCEL 1-80 CITY OF RENTON, KING COUNTY, WASHINGTON fhe following described tract of land is the resultant consolidation of Record Title vested in the Boeing Company, a Delaware Corporation and 'uget Sound Power & Light Company, a Massachusetts Corporation, covered n the Pioneer National Title Insurance Company, Limited Liability Reports Number A-253802, A-253803, A-253804, Unit 13, dated January 11, through January 21, 1980. THAT PORTION OF GOVERNMENT LOTS 1 AND 3 IN SECTION 7; AND OF 'JOVERNMENT LOTS 1, 2 AND 3 AND THE NORTHWEST QUARTER OF THE SOUTHWEST )UARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLAMETTE v1ERIDAN, IN THE CITY OF RENTON, KING COUNTY, WASHINGTON; AND OF C.H. \DSIT'S LAKE WASHINGTON PLAT AS RECORDED IN VOLUME 8 OF PLATS, PAGE 79, RECORDS OF KING COUNTY, WASHINGTON; AND OF BLOCK C, THIRD SUPPLEMENTAL MAP OF LAKE WASHINGTON SHORE LANDS, AS RECORDED UNDER <ING COUNTY AUDITOR'S FILE NUMBER 5927582; AND OF CERTAIN SHORE LANDS JF LAKE WASHINGTON SHOWN ON SHEETS 3 AND 4 OF THE MAP PREPARED BY UDO JESSE UNDER KING COUNTY SUPERIOR COURT CAUSE NUMBER 156371; AND OF ✓ACATED LAKE WASHINGTON BOULEVARD (FORMERLY PARK STREET); AND OF THE \BANDONED BURLINGTON NORTHERN INC. RAILWAY (FORMERLY NORTHERN PACIFIC RAILWAY) RIGHT— OF—WAY. PARCEL II -80 CITY OF RENTON. KING COUNTY. WASHINGTON The following described tract of land shows record Title vested in The Boeing Company, a Delaware Corporation, covered in the Pioneer National Title Insurance Company, Limited Liability Report A-253196, dated January 21, 1980. ALL BEARINGS ARE REFERENCED TO THE GRID MERIDAN OF THE WASHINGTON COOORDINATE SYSTEM, NORTH ZONE. THAT PORTION OF GOVERNMENT LOTS 1, 2 AND 3 AND THE SOUTHEAST QUARTER 0 THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. PARCEL III -80 CITY OF RENTON, KING COUNTY, WASHINGTON The following described tract of land shows record Title vested in The Boeing Company, a Delaware Corporation, covered in the Pioneer National Title Insurance Company, Limited Liability Report A-253195, dated January 21, 1980. ALL BEARINGS ARE REFERENCED TO THE GRID MERIDAN OF THE WASHINGTON COOORDINATE SYSTEM, NORTH ZONE. THAT PORTION OF THE NORTHWEST QUARTER AND OF THE NORTHEAST QUATER OF SECTION 8, TOWNSHIP23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON. PARCEL IV -80 CITY OF RENTON, KING COUNTY, WASHINGTON The following described tract of land shows record Title vested in The Boeing Company, a Delaware Corporation, covered in the Pioneer National Title Insurance Company, Limited Liability Report A-253807, dated January 21, 1980. ALL BEARINGS ARE REFERENCED TO THE GRID MERIDAN OF THE WASHINGTON COOORDINATE SYSTEM, NORTH ZONE. THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTIION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON, LYING EASTERLY OF COMMERCIAL WATERWAY DISTRICT NO.2 RIGHT—OF—WAY AND WESTERLY OF LOGAN STREET NORTH AS DEEDE TO THE STATE OF WASHINGTON UNDER AUDITOR'S FILE NUMBER3261297. NOTE: Parcel bearing description is attached to permit package. UNAWN UAILSUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY J.ANDRE 01.18.11 BOEING OWNED PROPERTY SITE 11307504 B 06.07.11 A 737 RATE EXPANSION PROJECTS 11307504 J.ANDRE 01.21.11 THIS DESIGN AND/OR CHECKED AND NEIGHBORHOOD DETAIL MAP SPECIFICATION IS APPROVED SHEET B 737 RATE READINESS & AIR QUALITY PROGR 11307504 J.ANDRE 06.07.11 ® ENGINEER TITLE RENTON SITE ENHANCEMENTS SEPA-1 0 APPROVED BY DEPT. DATE C SITE ENHANCEMENT WLS 3.23.2017 CHECKED D AIR LINE REPARI WS 3.30.2017 APPROVED BOEING SITE J0B No. 1 1307504 COMP No. APPROVED CIVIL MASTER RENTON, INA DWG NO. RTN-RATEEX-SEPA-10 *** DO NOT TYPE HERE *** REPLACE EXISTING LEAKING 4" FLANGED VALVE WITH SPOOL PIECE � I z 0 � I 1 Q 1 (4)4" 0 D IT CONC E Z / U) z LTJ LTJ QUt z w LLJ U) / F- Of LTJ a m w V) LTJ ry w Z J ry m _ O / F- U W D O ry LTJ U) / z Y Q 0 5S z 0 z w ry / z w / Of LTJ 0 Q U U) Of LTJ ry 0 / LTJ U LE __SYM LTJ J A REPAIR LEAKING VALVE U a a 0 z / DUIT� IN HO-L'E .40011-1, TMH CON E T TO EXI T -1 - 4" OMPRESSED IR CAP AB NDONED ON ECT TO EXIST 1 10" IRE, CAP ABAN ONED (3)4" C ENCASED IN CO CRETE 3"C WI H 300 -PAIR 1 TELEP ONE AND 24 FIBER ABLE RUN 3 CONDUITS BETW EN � MH#27 ND DEAD -ENDED 1 CONDU 4"AIR 'VALVE PS I I I I I I I I I WMH 12"0 HDPE CASING W/ (4) 4" INNER CONDUIT C- 111 C-3 RUN CASING AND (4) CONDUITS BETWEEN MH#27 AND MH#28- OUTFALL No. 38-2 78 12"CMP INV 15.66 cB-1 A 4" SCH. 80 PRECOATED TOP 21. 0 INV E 1 WELDED STEEL BOT 19.500 A INV NFL �cMp 10" DUCTILE IRON WITH RESTRAINED JOINTS 4 4" SANIT;Z� 3 E WALL, HDPE, -1 C- 8" CONTAINMENT BR GE S. s SOU- VA P TYP 1 3"C WITH 300 Al \ TELEPHONE AN_ - FIBER CABLE _� a0s � I 1 �I I 1 1 P 8 CONNECT 0 EXIST. 4" , .. CAP ABAN D ED 2 PRD 5- Z I I X X 5Q-02 II W UFr STA N I o RIM 22.79 I fi f I 1 m I � I rn I I I I I I 1 `V US WE POL \\ SCALE: 1 " = 20'-0" I (3) 4"C F R1TELEP 0 E AND FIBER CABLES 6 1 IN 20.]6 20.29 PARTIAL PLAN CONNECT TO EXISTING 3 4" COMPRESSED AIR C-1 C-3 2 C-1 C-3 3 C-1 C-2 \ 15' R (4)4" CONDUIT ENCASED 1 IN CONCRETE W, g \ TMH 28 C-1 C-2 z RIM 24.2 n sw 15 R TERMINATE CONDUITS A IN MANHOLE Sw 1X CONNECT TO EXISTING H INSTA s NEW S MH \ s s WATER 8" FIRE 1 1 "C, lJ Vr #6C LES / 12`CMP No. 735 0 \ DI -1x1 TOP 24.11 BOT 23.01 �T 24.17 IN E 22.47 / IN W 19.57 BO 19.17 k „ 1 P 1 _ � 4»W \\�4ff 8 j111 0 SEE NO SSM n RIM 24.86 1 S \INV W 19.30 FL 17.8 6" 1 1 1 Paved r `g I PPV1 oFH �� 1 NO. 2 SSMH-II OUTFALL No. 38-3 12"CMP INV 17.67 / J\ \ kill CEDAR RIVER BOTTOM C-1 C-3 DATE 1997 MAINTAIN MINIMUM DEPTH \� DREDGE DEPTH OF BURY, TYPICAL �� MINIMUM TRENCH DEPTH TO TOP OF UPPER FIRE PIPE i 3 3 � 4U f » \ -------- 5-------�\-5-_0» -------------------------- f- ---------------- THRUST BLOCK FOR FIRE N50'-0)1 � 50'-0)1 PIPE AND SANITARY SEWER 3 3 FM, 2 PLACES 4 rA 4" COMPRESSED AIR 4 C-1 C&C-2, C-3 C-1 C-3 B PICK-UP POINTS, FOR 12" HDPE 4 PLACES C-1 C-2 CONDUIT CASING. SECTION LK) SCALE: 1 " = 20' C-1 REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE HATTRUP 3.30.17 N50'-0" 22-1/2% TYP 5 C -LC -3 FOR 10" FIRE WATER, 4" AIR AND 4" SANITARY SEWER FM Q�BOE/NG m o� 8"CMP No. 767 \ 8• CB -I -2x1.5 TOP 25.40 INV W 22.45 INV E 23.15 CB -I BOT 22.20 TOP 23.46 INV W 22.21 GENERAL NOTES 1. EXISTING CONDITIONS, INCLUDING THE LOCATION OF EXISTING BURIED UTILITIES, AS SHOWN ON THE PLANS, ARE BASED ON VISUAL OBSERVATIONS AND THE INCORPORATION OF AVAILABLE RECORD DRAWINGS FROM THE BOEING CO. ARCHIVES. NO TONE LOCATION, POTHOLING OR A CURRENT SURVEY OF EXISTING UTILITIES HAS BEEN DONE. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, INCLUDING DEPTH OF BURY, PRIOR TO THE START OF EXCAVATIONS. 2. UNDERGROUND FIRE PIPING SHALL BE INSTALLED BY A WASHINGTON STATE "U" CERTIFIED CONTRACTOR. 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES TO WHICH A CONNECTION IS TO BE MADE AND ALL OTHER UTILITIES WHICH MAY PRESENT A POTENTIAL INTERFERENCE PROBLEM. THIS SHALL BE DONE BY TONING OR POTHOLING OR OTHER ACCEPTABLE METHODS. EXISTING AND NEW UTILITY LOCATIONS AND DEPTHS SHALL BE ACCOMPLISHED PRIOR TO THE START OF CONSTRUCTION BECAUSE SUCH LOCATIONS AND DEPTH MAY IMPACT THE LENGTH OF THE PIPES AND STRONGBACK. CONSTRUCTION NOTES CAP EXISTING PIPING AND CONDUIT FOLLOWING DEMOLITION. CAPPED UTILITIES SHALL NOT INTERFERE WITH BRIDGE LIFT OPERATION. CONTACT BOEING DISTRIBUTED NETWORK ENGINEER, JOHN MOE (425)234 -8373, ONCE AREA IS EXPOSED. BOEING ENGINEER SHALL SUPERVISE WORK AND MAKE FINAL DETERMINATIONS FOR PENETRATIONS, TERMINATIONS AND TIE-INS. THE INSTALLATION METHOD AND SEQUENCE OF THE PIPING ASSEMBLY IS THE CONTRACTOR'S RESPONSIBILITY. AN OUTLINE OF ONE POSSIBLE METHOD IS NOTED BELOW. CONTRACTOR SHALL DEVELOP HIS PREFER- RED METHOD AND SEQUENCE, COMPLETE WITH DETAILS. 1. ASSEMBLE LENGTHS OF PIPE IN THE STAGING AREA ON THE SHORE AS REQUIRED TO CROSS THE RIVER AND BUNDLE THE PIPES WITH THE STEEL BEAM TO SERVE AS A STRONGBACK FOR THE BUNDLED PIPE. PIPE AND STEEL BEAM ARE TO BE FABRICATED WITH 22.5 DEGREE BENDS AT EACH END TO APPROXIMATELY FOLLOW THE PROFILE OF THE DREDGED CHANNEL. 2. STAND BY WHILE THE PIPE TRENCH IS DREDGED BENEATH THE RIVER BY OTHERS. (THE PIPE TRENCH WILL BE DREDGED BY THE DREDGING CONTRACTOR WORKING FOR THE CORPS OF ENGINEER'S RIVER DREDGING PROJECT.) 3. AS SOON AS THE DREDGING EQUIPMENT IS CLEAR OF THE PIPE TRENCH, LIFT THE BUNDLED PIPE ASSEMBLY WITH TWO CRANES AND WALK ONE CRANE ACROSS THE SOUTH BRIDGE TO SUSPEND THE PIPES OVER THE DREDGED PIPE TRENCH. 4. LOWER THE BUNDLED PIPES INTO THE TRENCH TO THE DESIGNED ELEVATIONS. 5. ANCHOR THE BUNDLED PIPES TO MAINTAIN THE STABILITY OF THE PIPES AND HOLD THEM IN POSITION. 6. THE SILTATION OF THE RIVER WILL INFILL THE PIPE TRENCH SO THAT BACKFILLING OF THE PIPE TRENCH IS NOT REQUIRED. ® PROVIDE VALVE BOX. BOX SHALL BE TWO PIECE CAST IRON AND ADJUST- ABLE FOR VALVE DEPTH OF BURY. VALVE BOX LID SHALL BE CAST IRON WITH "SEWER" OR "AIR", AS NEEDED, CAST IN RAISED LETTERS. OLYMPIC FOUNDRY NO. V132 OR APPROVED EQUAL. CONTRACTOR TO VERIFY MATERIAL OF EXISTING SANITARY SEWER AND TO PROVIDE LIKE MATERIAL TO EXTEND SEWER TO TRANSITION OF HDPE PIPE AT RIVER BANK. © CONTRACTOR SHALL EXTEND ANY EXISTING PIV MONITORING LINES TO NEW P IV. ABBREVIATIONS A C 4" PUMPED SEWER F FM HDPE PIV R SAN SSMH TMH ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UKAWN RHL FSI UAI L 4/6/98 SUBTITLE UTILITIES PLAN AND SECTIONS CHECKED MCE FSI 4/6/ 98 ENGINEER DDM FSI 4/6/98 TITLE SOUTH BRI DG IF PROJECT OVER THE J RIVER MECHANICAL APPROVED BY DEPT. DATE CHECKED MCE FSI 4/6/98 APPROVED APPROVED COMPRESSED AIR CONDUIT FIREWATER FORCE MAIN HIGH DENSITY POLYETHLENE POST INDICATOR VALVE RADIUS SANITARY SEWER FM SANITARY SEWER MANHOLE TELEPHONE MANHOLE FSi consulting engineers Seattle, Washington 0 Solutions & Service N n CURRENT REVISION SYMBOL DATE A 3.30.17 SHEET r7 C-1 00 JOB NO. COMP NO. DWG N0. RENTON RTN-YD-SP-CRB-C1