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HomeMy WebLinkAbout05D1860LEGEND BUDDING 17 -YD BOEING COMMERCIAL AIRPLANE GROUP VICINITY/SITE PLAN COLD 013113 mom 03—H 013,0l0Y401 33-0 m Ni f 10 i 107 16TH M,iMIE Sw. 15TH SIRFET Sw. SIIBSfA7gN PARK 17-230 7—?•34 HFUPAD EI A 7— i1010WIH 17-01 IEtD K TEORR ,7— L PROJECT LOCATIONS - a-05 17-70 —y 17-29� 17-14 17-07 17-04 �p , — 17-33 17-00 17-10 _3 LjLr—u FWD i 7 ,4 17 3 'a3 17-45 EEI 17-31 O l C3 17 , 17-0! 17-V PRNME 11EN1DS CL_ CRY OF AUMM CORNER BENCHMARK 31—C 36 31 SYM REVISION BY APPROVED DATE SYM A I SITE PREMISES ISOLATION— RELEASE FOR PERMIT 130103.01 FEU CBS 03.19.03 B SITE PREMISES ISOLATION— 2ND PERMIT RELEASE 130103.01 FEU 04.01.03 B SITE PREMISES ISOLATION— 3RD PERMIT RELEASE 130103.011 FEU 04.08.03 --A174 1 zr, -7 700 15TH S 0 S.W. AUBURN, WAS \G 0\ 98002 PORTIONS OF SECTION 24 AND 25, TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, KING COUNTY, WASHINGTON BUILDING PERMIT PARCEL NUMBER 24-21 -04-9069 CODE SUMMARY LAND USE CODE M-2 HEAVY INDUSTRIAL BUILDING CODE 1997 UNIFORM BUILDING CODE OCCUPANCY GROUPS F1, B AND A3 SITE AREA 380 ACRES HORIZONTAL DATUM: REFERRED TO NAD 1983/1991. CITY OF AUBURN GPS REFERENCE SURVEY POINT: #142, WITH COORDINATES, N102,339.634, E1,293,964.338, IDENTIFIED AS CITY OF AUBURN BENCHMARK 31—C. VERTICAL DATUM: REFERRED TO NAVD 1988. ELEVATIONS SHOWN ON THE DRAWINGS ARE BASED ON NGVD 1929. CONVERSION TO NAVD 1988 IS +3.52 FEET. BENCHMARKS ARE CITY OF AUBURN REFERENCE SURVEY BENCHMARK 33—R, ELEVATION 89.50 FEET AND BENCHMARK 03—H, ELEVATION 89.95 FEET. SEQUENCE OF WORK: THIS CONSTRUCTION SEQUENCE IS PROVIDED FOR INFORMATION ONLY. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR PHASING THE CONSTRUCTION IN ACCORDANCE WIT44 THE CONTRACT DOCUMENTS. 1. INSTALL NEW REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER ASSEMBLIES ON EXISTING BOEING CITY WATER MAINS DOWNSTREAM OF CITY OF AUBURN WATER METERS AT 1ST AVE & PACIFIC AVE AND ALONG PERIMETER ROAD. 2. INSTALL A NEW CITY WATER CONNECTION TO THE CITY OF AUBURN MAIN ALONG PERIMETER ROAD TO INCLUDE A NEW METER AND A NEW REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER ASSEMBLY. 3. INSTALL A NEW FIRE WATER CONNECTION TO THE CITY OF AUBURN WATER MAIN ALONG PERIMETER ROAD TO INCLUDE A NEW DOUBLE CHECK DETECTOR BACKFLOW ASSEMBLY. 4. WORK SHALL BE COORDINATED WITH THE EFFORT TO DISPOSE OF BUILDING 17-01 TO THE YMCA (BOEING JOB 130103.01) TO PREVENT ANY FIRE OR CITY WATER SERVICE OUTAGES AT THE BOEING SITE. BOEING CONTACT: BRIAN WINSLOW FACILITIES SERVICES P. 0. BOX 3707, MS 5R-15 SEATTLE, WA 98124-2207 TELEPHONE: 253-931-3420 INDEX OF DRAWINGS INCLUDED IN SET • DRAWING N0. SHEET N0. DRAWING TITLE DATE GENERAL 01 17—YD—GO GO COVER SHEEP &DRAWING INDEX C 04.08.03 01 17—YD—G1 G1 DRAWING INDEX &NOTES B 04.01.03 0 17—YD—C9C C9C AUBURN SITE CITY WATER PLAN B 04.01.03 01 17—YD—0518-16 C518-18 BACKFLOW PREVENTER SECTIONS AND DETAILS C 04.08.03 0 17—YD—0518—iC C518-1C NEW CITY WATER LINE —SECTIONS DETAILS B 04.08.03 • 17—YD—M505-16 M505-18 STANDARD DETAILS— VALVES, HYDRANTS & MISC. F 04.01.03 • 17—YD—M505-1C M505-1C STANDARD DETAILS —THRUST BLOCKS D 02.18.13 REVISION BY APPROVED DATE �F A:s r b C¢ �P• f ABBREVIATIONS A — AIR AGW — MONITOR WELL IDENTIFIER CB — CATCH BASIN CHW — CHILLED WATER CHWR — CHILLED WATER RETURN CHWS — CHILLED WATER SUPPLY CO — CLEANOUT COMM — COMMUNICATION COND — CONDENSATION CW — CITY WATER EMH — ELECTRICAL MANHOLE F — FIRE G — GAS (BOEING 35 PSI) HPGW — HIGH PRESSURE GAS (PSE) HPS — HIGH PRESSURE STEAM IRR — IRRIGATION IW — INDUSTRIAL WASTE LPC — LOW PRESSURE CONDENSATE LPS — LOW PRESSURE STEAM MH — MANHOLE RR — RAILROAD STORM AND SANITARY -_w FLOW ARROW ❑ CATCH BASIN 0 DOWNSPOUT Q CLEANOUT Q STORM DRAIN MANHOLE 0s SANITARY SEWER MANHOLE POWER AND COMMUNICATIONS E — GUY ANCHOR PH HAND HOLD E0 ELECTRICAL MANHOLE OJ JUNCTION BOX 0 TELEPHONE MANHOLE ® TELEPHONE RISER -o- UTILITY POLE 0 UTILITY BOX LIGHTS UTILITY POLE W/LUMINARE STOPLIGHT S — SIGN SAN — SANITARY SDMH — STORM DRAIN MANHOLE SSMH — SANITARY SEWER MANHOLE STM — STEAM STS — STORM SYSTEM T — TANK TAU — PRODUCT STORAGE TANK 7LMH — TELEPHONE MANHOLE ? — UNIDENTIFIED VT — UTILITY BOX V — VALVE VLT — VAULT WM — WATER METER WMH — WATER MANHOLE X FENCE — — PROPERTY LINE RAILROAD FIRE AND WATER >% POST INDICATOR VALVE FIRE HYDRANT 114 IRRIGATION VALVE ❑ WATER METER oa VALVE MISCELLANEOUS 0 BUSH 0 BRUSH A CONTROL POINT u FLANGE ;iP GAS POST HANDICAP PARKING O MANHOLE AGw MONITOR WELL 0 MONUMENT PEDESTRIAN SIGNAL o POST TRR SWITCH os. SIGN b SIGN OTANK U* RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: IA I L: TITLE/POSITION: CONFRIMED BY CITY: DATE: PROJECT REF: WTR03-0045 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. •, GP 9/iy�a3e o APPROVED BY: n�%Q�S DATE APPROVED: —» _d 3 CITY OF AUBURN APPROVAL ACCEPTABILITY DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN F. URBEN DATE 02.28.03 SUBTITLE COVER SHEET CURRENT REVISION SYMBOL C DATE 04.08.03THIS i CHECKED SHEET GO ENGINEER F. URBEN 02.28.03 TITLE BUILDING 17 - Y D ARCHITECTURAL MAC AUBURN APPROVED BY DEPT. DATE G A CHECKED JOB NO. 130103.01 COMP NO. CBS ovED 03.03.03 DWG No. 17—YD—GO APPROVED os ,rg ► s TE D iV, S S SOGAT ON BOEING CIVIL GENERAL NOTES: CITY OF AUBURN GENERAL NOTES CITY OF AUBURN GENERAL NOTES (THESE NOTES ONLY APPLY TO UTILITIES OR SERVICES OWNED OR MAINTAINED BY THE CITY OF AUBURN. ) 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. SYM REVISION BY APPROVED DATE SYM A SITE PREMISES ISOLATION - RELEASE FOR PERMIT 130103.01 FEU CBS 03.19.03 B SITE PREMISES ISOLATION - 2ND PERMIT RELEASE 130103.01 FEU 04.01.03 REVISION GENERAL CIVIL NOTES: 1. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE WSDOT/APWA STANDARD AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE REQUIRED TO PERFORM THE WORK. 3. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. REPAIR OF ANY DAMAGE TO EXISTING UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ALL FIELD UTILITY LOCATION SERVICES AND VERIFY ALL UTILITY LOCATIONS WITH THE PROPER BOEING FACILITIES PERSONNEL PRIOR TO THE START OF EXCAVATION WORK. 5. THE CONTRACTOR SHALL COORDINATE WITH STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE PROTECTION, PLUMBING AND OTHER DISCIPLINES FOR UTILITY CONSTRUCTION REQUIREMENTS. 6. ALL WORK SHALL CONFORM TO "BLANKET CONSTRUCTION SPECIFICATIONS" FOR AUBURN AND FREDERICKSON SITES, MARCH 25, 1999, ISSUED BY BOEING COMMERCIAL AIRPLANE GROUP FACILITIES ASSET MANAGEMENT, AUBURN, WASHINGTON. EXCAVATION: 7. PRIOR TO ANY BACKFILLING OF NEW PIPE, IT SHALL BE INSPECTED BY A BOEING REPRESENTATIVE TO INSURE THAT PIPE RESTRAINT CONFORMS TO THE PROJECT STANDARDS AND SPECIFICATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE BOEING REPRESENTATIVE 24 HRS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AS -BUILT INFORMATION IN THE FORM OF RED -MARKED DRAWINGS TO THE ENGINEER. 8. ASPHALT AND CONCRETE STREET PAVING TO BE REMOVED SHALL BE SAW CUT TO A MIN. DEPTH OF TWO INCHES. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAW CUT TO A MIN, DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 9. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IF CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED DURING THE WORK. 10. EXCAVATIONS ARE TO HAVE SLOPED SIDES TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND WASHINGTON STATE REGULATIONS (WISHA). PROVIDE SHORING AND BRACING WHERE SLOPING IS NOT POSSIBLE BECAUSE OF SPACE RESTRICTIONS, INSTABILITY OF MATERIAL EXCAVATED, OR TRENCH DEPTH IS GREATER THAN 4'-0". 11. THE CONTRACTOR SHALL REPLACE, AT NO EXPENSE TO BOEING, ANY STRUCTURES, PAVEMENT, OR OTHER ITEMS DESIGNATED TO REMAIN THAT ARE DAMAGED DURING REMOVAL OPERATIONS. 12. PERMANENT CONCRETE PAVEMENT PATCH: AFTER THE SUBGRADE HAS BEEN PREPARED, PATCH WITH CLASS A (3/4") AIR -ENTRAINED PORTLAND CEMENT CONCRETE PER NOTES ON CIVIL DETAIL SHEETS, AND WITH DOWELING AND REINFORCEMENT PER CONCRETE TRENCH DETAILS ON CIVIL DETAIL SHEETS. PLACE IN KIND AND TO THE THICKNESS OF THE EXISTING CONCRETE PAVEMENT. ALL JOINTS SHALL BE SEALED WITH A JOINT FILLER PER WSDOT TECHNICAL SPECIFICATION 9-04.2(1). AREAS WHERE AN ASPHALT OVERLAY EXISTS OVER CONCRETE PAVEMENT, AN ASPHALT OVERLAY SHALL BE PLACED OVER THE NEW CONCRETE PAVEMENT PATCH IN KIND AND IN THICKNESS OF THE EXISTING ASPHALT OVERLAY. 13. PERMANENT ASPHALT PAVEMENT PATCH: AFTER THE SUBGRADE HAS BEEN PREPARED ASPHALT CONCRETE PAVEMENT CLASS B SHALL BE PLACED IN KIND AND TO THE THICKNESS OF THE EXISTING ASPHALT PAVEMENT OR TO A MIN. DEPTH OF THREE INCHES, WHICHEVER IS GREATER. THE EDGES OF THE EXISTING ASPHALT PAVEMENTS AND CASTINGS SHALL BE PAINTED WITH HOT ASPHALT CEMENT OR ASPHALT EMULSION IMMEDIATELY BEFORE PLACING THE ASPHALT PATCHING MATERIAL. THE ASPHALT CONCRETE PAVEMENT SHALL THEN BE PLACED, LEVELED AND COMPACTED TO CONFORM TO THE ADJACENT PAVED SURFACE. IMMEDIATELY THEREAFTER ALL JOINTS BETWEEN THE NEW AND ORIGINAL ASPHALT PAVEMENT SHALL BE PAINTED WITH HOT ASPHALT OR ASPHALT EMULSION AND BE COVERED WITH DRY PAVING SAND BEFORE THE ASPHALT SOLIDIFIES. THE MATERIAL FOR TACKING THE BOTTOM AND SIDES OF PATCHES FOR ASPHALTIC CONCRETE SHALL BE AN EMULSIFIED ASPHALT PER SPEC. FOR SEALING THE EDGES AFTER PLACING THE ASPHALTIC CONCRETE PATCH, USE A LIGHT CUTBACK CALLED RC-70, AND SAND THE SURFACE TO PREVENT TRACKING. 14. RESTORE ALL SURFACES (ASPHALT, CONCRETE, GRAVEL, LANDSCAPE) TO MATCH THE ORIGINAL CONDITION OF THE AREA PRIOR TO EXCAVATION. 15. ALL EXCAVATED TRENCH MATERIAL NOT SUITABLE FOR BACKFILL SHALL BE DISPOSED OF AT AN APPROVED BOEING LOCATION. BACKFILL FOR VAULT WALLS AND PIPE TRENCH SHALL COMPLY WITH "BACKFILL" MATERIAL AS SPECIFIED IN SPECIFICATION SECTION 02210 - "EARTHWORK". 16. DEWATERING AND EXCAVATED SOIL MAY BE HAULED AND DISPOSED OF OFF -SITE PER CONTRACT SPECIAL CONDITIONS WITH BOEING APPROVAL. FOR SOIL DISPOSAL APPROVAL AND REQUIREMENTS, CONTACT BOEING SHEA AT 253-931-5967. FOR DEWATERING DISPOSAL APPROVAL AND PERMITS, CONTACT BOEING SHEA AT 253-931-2530. ALL HAULING OF MATERIAL OFF SITE SHALL HAVE A HAULING PERMIT. BY I APPROVED I DATE , 22 STORM WATER MANAGEMENT 17, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PREVENT ANY SILTS, SEDIMENTS, OR OTHER DELETERIOUS MATERIALS FROM ENTERING THE DRAINAGE COURSE AS A RESULT OF THIS PROJECT. MINIMUM STANDARD EROSION CONTROL METHODS REQUIRED FOR THIS PROJECT ARE AS FOLLOWS: (REFERENCE 17-YD-0501) • SILT FENCING IN AREAS WHERE LARGE EXPOSED SOIL SURFACE AREA RUNOFF PRESENTS CONCERNS. • FILTER FABRIC BAG SEDIMENT TRAPS SHALL BE INSTALLED AT ALL CATCH BASINS AND MANHOLES. CONTINUOUS INSPECTION SHALL BE REQUIRED TO ENSURE PROPER FUNCTIONING. • STRAW BALES SHALL BE INSTALLED AROUND INLET GRATES WHEN SILT LADEN RUNOFF CONDITIONS BECOME TOO HEAVY FOR EFFECTIVE USE OF FILTER FABRIC SEDIMENT TRAPS AND SILT FENCING. • COVER WITH PLASTIC ALL PILES OF SOIL REMOVED DURING TRENCHING, PREVENT RUN-OFF OF MATERIALS. • ALL ASPHALT AND CONCRETE SURFACES ASSOCIATED WITH THIS PROJECT SHALL BE CLEANED BY SWEEPING DAILY TO MINIMIZE SILT LADEN STORM WATER RUNOFF POTENTIAL. • EXCAVATED SOIL STOCKPILES ON PAVED SURFACES SHALL BE STORED IN LINED CONTAINMENT AREAS SUCH THAT STORM WATER RUNOFF WITHIN THE CONTAINMENT AREA CAN BE MONITORED PRIOR TO DISCHARGE. ADDITIONALLY, THE SOIL STOCKPILES ARE TO BE FULLY COVERED TO MINIMIZE CONTACT WITH RAINFALL. • DISTURBED AREAS THAT ARE TO BE EXPOSED FOR OVER ONE WEEK SHALL BE STABILIZED AND COVERED WITH STRAW AT A RATE OF 2-3 BALES PER 1000 SQUARE FEET (APPROX. 2 INCHES THICK) TO MINIMIZE CONTACT WITH RAINFALL. • ALL ENTRANCES FROM EXPOSED SOIL TO PAVEMENT SHALL BE COVERED WITH GRAVEL OR CRUSHED CONCRETE TO MINIMIZE "DRAG OUT" OF SOIL. 18. CONCRETE CUTTING SLURRY AND CEMENT TRUCKS WASHOUT, ETC. MUST BE COLLECTED IN DRUMS FOR DISPOSAL BY BOEING. 19. STORE CHEMICALS IN COVERED AND CONTAINED FACILITIES. 20. WHEN EMPTYING EXISTING PIPES (WATER, INDUSTRIAL WATER, STORM, ETC.) CONTACT SITE SHEA FOR DISPOSAL APPROVAL PRIOR TO PERFORMING ACTIVITY. SEDIMENT LADEN WATER CANNOT BE PUMPED TO SANITARY/STORM SEWERS WITHOUT BEING TREATED IN ACCORDANCE WITH KING COUNTY REQUIREMENTS. BOEING GENERAL NOTES STORM AND SANITARY SEWER 21. PRIOR TO ANY BACKFILLING OF NEW PIPE, IT SHALL BE INSPECTED BY A BOEING REPRESENTATIVE TO INSURE THAT IT CONFORMS TO THE PROJECT STANDARDS AND SPECIFICATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE BOEING REPRESENTATIVE 24 HRS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AS -BUILT INFORMATION IN THE FORM OF RED -MARKED DRAWINGS TO THE ENGINEER. 22. EXCAVATIONS ARE TO HAVE SLOPED SIDES TO COMPLY WITH LOCAL CODES AND ORDINANCES HAVING JURISDICTION AND WISHA CHAPTER 296-155 WAC. PROVIDE SHORING AND BRACING WHERE SLOPING IS NOT POSSIBLE BECAUSE OF SPACE RESTRICTIONS, STABILITY OF MATERIAL EXCAVATED, OR TRENCH DEPTH IS GREATER THAN 4'-0". 23. ALL DEWATERING AND WASTE SOIL SHALL BE HAULED AND DISPOSED OF OFF -SITE PER CONTRACT SPECIAL CONDITIONS. 24. ALL NEW PIPE AND DRAINAGE STRUCTURES SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE OF WORK. THEY SHALL BE CLEANED BY FLUSHING, RODDING, OR WHATEVER MEANS NECESSARY TO PROVIDE UNOBSTRUCTED DRAINAGE. ALL CATCH BASIN SUMPS, MANHOLES, INLET AND OUTLET STRUCTURES, AND DEBRIS RACKS SHALL BE FREED OF ALL DIRT, ROCK, AND DEBRIS. BOEING GENERAL NOTES FIRE MAINS 25. SEE 17-YD-M505-1 B FOR NOTES ON MATERIALS USED IN FIRE WATER SYSTEMS. 26. FLUSH ALL NEW FIRE MAINS IN ACCORDANCE WITH NFPA 24 AND FACTORY MUTUAL DATA SHEET 3-10. FLUSHING MUST BE WITNESSED BY BY BOEING FIRE DEPARTMENT. PROVIDE A MINIMUM OF 72 HOURS NOTIFICATION TO BOEING FIRE DEPARTMENT TO REVIEW AND APPROVE FLUSHING PLAN. WATERS FROM FLUSHING MUST BE CAPTURED IN A PORTABLE TANK. AFTER SEDIMENTS (IF ANY) HAVE SETTLED, THE WATERS SHALL BE DISCHARGED TO SANITARY SEWER IN ACCORDANCE WITH THE INSTRUCTIONS FROM BOEING SHEA. 27. HYDROSTATIC TEST NEW FIRE MAINS AT 200 PSIG FOR 2 HOURS. TESTS SHALL BE WITNESSED BY BOEING FIRE AND AUBURN FIRE MARSHALL. NOTIFY BOEING FIRE 24 HOURS PRIOR TO TEST. ACCEPTANCE CRITERIA SHALL BE AS DESCRIBED IN NFPA-24 AND FM DATA SHEET 3-10. BOEING BLANKET CONSTRUCTION SPECIFICATIONS: UKAWN UAIL SUBTITLE ACCEPTABILITY F. URBEN 02.28.03 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED ENGINEER TITLE APPROVED BY DEPT. i DATE F. URBEN 02.28.03 CBS 1 03.03.03 ALL WORK SHALL CONFORM TO THE "BLANKET CONSTRUCTION SPECIFICATIONS" FOR AUBURN AND FREDERICKSON SITES, DATED MARCH 25TH, 1999, ISSUED BY BOEING COMMERCIAL AIRPLANE GROUP FACILITIES ASSET MANAGEMENT, AUBURN, WASHINGTON. DRAWING INDEX AND NOTES BUILDING 17-YD RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFRIMED BY CITY: DATE: PROJECT REF: WTR03-0045 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING IVISION REQUIREMENTS. 410/03 APPROVED BY: DATE APPROVED: CITY OF AUBURN APPROVAL CURRENT REVISION SYMBOL DATE B 04.01.03 cl JOB NO. COMP NO. 130103.01 ARCHITECTURAL MASTER AUBURN I DWG NO. 17-YD-G 1 o CONSTRUCTION NOTES TI 1 INSTALL RPB► BACKFLOW PREVENTER F01 EXISTING 10" BOEING WATER LINE. SEE qj� DRAWING 17—YD—0518-1 B DETAIL 2. �� 2 INSTALL LINE STOP AND ISOLA11ON VALVE (SEE DWG. 17—YD—M505-1 B DETAIL 7) TO KEEP EXISTING MAIN ACTIVE. 3, SEE DRAWING 17—YD—0518-1 B r---, FOR PIPING MATERIAL. C 6 C � 0 BOE ERLINI CONNECTION DETAIL SCALE: 1"=20' II E 7,500 E 8,500 E 9,500 l I I E 10,500 _ 0 LO L z \�13 CITY OF PACIFIC PR OPE TY O O O gAFFWAYI PROPFRTY C) z •n. � CONSTRUCTION NOTES 1� POC OF NEW 12" BOEING WATER LINE TO 4 �� '�2 C EXISTING 12" LINE. CONNECT W/ 12" TAPPING 'Q�°g� Gym SLEEVE AND 12" TAPPING VALVE. INSTALL � C/T VALVE BOX PER CITY OF AUBURN STD DETAIL ' r WATER-18. INSTALL THRUST BLOCKS PER �F DRAWING 17—YD—0518-1C. RUN 12" ACROSS ROAD END OF AND INSTALL 12" X 10" REDUCER PRIOR TO DCDA. G h AUPi1RN COWNERSHIP ITY OFRN � INSTALL 10" DOUBLE CHECK DETECTOR � 12 VALVE &VALVE BOX ASSEMBLY SEE DRAWING 17—YD—0518-1B BOEI RLINES DETAIL 1. POC OF NEW 10" BOEING WATER FIRE LINE TO EXISTING 10" FIRE LINE. INSTALL 10" PIV AND BOLLARDS PER DETAILS 2 & 3 ON 17—YD—M505-16. SEE 17—YD—M505-16 �..J/ FOR TYPICAL TRENCH SECTION. SEE 4 12» X 10• 17—YD—M505—IC FOR THRUST BLOCKS. R>- INSTALL NEW RPBA BACKFLOW PREVENTER FOR �,o � EXISTING 8" BEING WATER LINE INSIDE FENCE. �O � C � SEE DR4WIN6 17—YD—0518-18 DETAIL 2. PROVIDE BOLLARDS AS REQUIRED. INSTALL LINE STOP AND ISOLATION VALVE BOEING WATER v� (SEE DWG. 17—YD—M505-16 DETAIL 7) 3 � TO KEEP EXISTING MAIN ACTIVE. 6. SEE DRAWING 17—YD—0518-18 CONNECTION DETAIL � FOR PIPING MATERIAL. 0Go zElm SCALE: 1"=20' SCALE: 1 »=20' 5ut�5 I I ��N 0 0 0 0 0 0 0 1 1 0 a1 31 0 0� 0 0 00 00 0 1 o"FIR D 0 0 0 0 go 0 ©� 0 10"DCDA ��' n n 0 0 0 0 17-32 0 go 17-33 4" 4" 3" 0 0 0 0 0 o© o00 0 0 " PBA TO CW SYSTEM 0 0 © 6» PBA TO PW SYSTEM 0 I 0 Nit F11 a I " � ."ice �m�w��w�l 8" 419 4" 4" 17-06 4" 4" 4" man ww ws +�.® A" 611 4" 4" 17-05 6. " 3" 4" 4 8" " 8w J . 8" cm 17-08 17-1 2" 1 I 17-09 —74 3" 3" 1 17-220 0 7 17-04 17-14 o id 0 0 0 0 0 0 0 17-68 " — GSA PROPERTY UWE AUBURN SITE PLAN ^txl CITY (DOMESTIC) WATER SCALE: 1 " _ 00' I v ® lw W. SNE IN �,. --- - CITY OF AUBURN MAIN SUPPLY ® CITY OF AUBURN WATER METERS 2 CITY END OF CITY OF Or AUBURN OWNERSHIP L pFR�MFTFR R0qO 00 BOEING WATERLINES CONSTRUCTION NOTES 3 POC Of NEW 8" CITY WATER LINE TO EXISTING AUBURN 12" LINE. TIE IN W/ S" TAPPING SLEEVE AND VALVE. INSTALL CITY OF AUBURN VALVE BOX PER CITY STD DETAIL WATER-18. SEE 17—YD—0518-1C FOR REFERENCE (THRUST BLOCK; TYPICAL TRENCH SECTION; ETC.). R�� INSTALL WATER METER. SEE DRAWING 17—YD—0518—iC DETAIL 4. 3 � INSTALL RP&4 &4CKFLOW PREVENTER. SEE DRAWING 17—YD—0518-18 DETAIL 2. WEST BLVD R,�> p� OF NEW BOEING WATER LINE TO EXISTING BOEING WATER LINE. SEE DWG. 17—YD—0518-1C FOR REFERENCE (THRUST i BLOCK; TYPICAL TRENCH SECTION; ETC.). 8 CW� 5, SEE DRAWING 17—YD—0518-1B FOR PIPING MATERIAL. CONNECTION DETAIL h ;Mo RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFIRMED BY CITY: DATE: AUBURN SITE CITY WATER PLAN ME AUBURN SITE MASTER UTILITIES CIVIL MASTER AUBURN, WA 4" Z N PROJECT REF: WTR03-0045 THESE PLANS ARE APPROVED FOR CONFORVAKE OTH THE CITY OF AUSUURN'S ENGINEERING DIVtSf0N REOUREV crt APPROVED BY: DATE APPROVED: 3 CITY OF AUBURN APPROYAL wr UNDI UNDISTURBED SUB( A \ �SUBGRADE THRUST BLOCK THRU P 900 BEND TWO 1 /2" DIA. RODS FOR 10" SIZE AND SMALLER, TWO 1 " DIA. RODS FOR SIZES LARGER THAN 10"-- NEW THRUST BLOCK TEE NOTE: ADDITIONAL BLOCKING MUST BE PROVIDED IF VALVE IS AT END OF LINE DURING TEST au P P iI - c_z V v G C 6 L Q II P .k/x F �- UNDISTURBED VALVE SUBGRADE THRUST BLOCK NOTES: 1. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1 /2 SQUARE FOOT BEARING AGAINST THE FITTING. 2. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT. 3. IN ADDITION TO THRUST BLOCKS, SECURE ALL JOINTS WITH RETAINER GLANDS, TIE RODS, OR FLANGE FITTINGS. 4. NEW CONCRETE FOR THRUST BLOCKS SHALL BE 3000 PSI @ 28 DAYS. THRUST BLOCK TABLE PIPE SIZE (INCHES) TEST PRESSURE (Psi) MIN. BEARING AGAINST UNDISTURBED SOIL(SQ.FT.) A B C D E F 8 200 15 10 8 4 2 6 HORIZONTAL 8c CONCAVE VERTICAL BENDS TYPICAL THRUST BLOCK DETAILS SCALE: NTS 8" BASE COURSE COMPACT TO 95% MAX DENSITY BACKFILL IN 8" LOOSE LIFTS MAX TYPICAL — COMPACT TO 95% MAX DENSITY DIRECTLY OVER PIPE ONLY HAND TAMP BEDDING W Q w 0 C) z 00 UNDISTURBED SUBGRADE 2'-9" MIN .1 /2 PIPE OD PLUS 2FT MIN ROADWAY SHOULDER SURFACED AREAS T a,c ,C NEW PIPE DIA 30" (WHEN D <= 12 TYPICAL TRENCH SECTION SCALE: NTS COAT SHACKLE RODSI—� I,, � VB 4 TURNBUCKLES- 2 EA SHACKLE ROD THREAD 6' NEW CONC THRUST BLOCK 4000 PSI @ 28 DAYS --�/ 450 BEND UNDISTURBED SUBGRADE TYPE "A" THRUST BLOCK TABLE w z Li m vi w � p 'U'cn cnw mw �o Off c w w N Cn= CC C Q�w U zU ZU w_j W 7- L'- U Cr(D W wn U I_— U L_ w Ld Z Ld O w Z UZ E rl Z J a- �. I— >> CD m pcn 8" 300 45 98.5 4.62 5/8" 2.0 CONVEX VERTICAL BENDS TYPICAL THRUST BLOCK DETAILS SCALE: NTS 4" PAVEMENT AND 8" BASE COURSE COMPACT TO 95% MAX DENSITY COMPACT TO 95% MAX DENSITY WORK BEDDING UNDER Q PIPE HAUNCHES HAND TAMP w CD z cn NOTE: LAj BACKFILL SHALL BE NATIVE MATERIAL ONLY jIF IT CAN BE PLACED AT OR NEAR OPTIMUM MOISTURE CONTENT, OTHERWISE USE BANK RUN GRAVEL PER WSDOT STD SPEC 9-03.19 C518-iC EXIST EXIST REPLACE WATER METER VAULT PLAN (UTILITY VAULT 814— LA) 4 SCALE: 1 /2"=1 '-0" C2911 C518-1 C r�r�r�nr.T ..I1 11 A> f1 .1 A I A %ij ri It in AC BASE BASE COURSE (WITHOUT PULLING IRONS AND "C" CHANNELS) OURS BY MANUFACTURER PROVIDE OPTIONAL STAINLESS STEEL BOLT -ON LADDER FOR METER ACCESS REMOTE READ OPTION LOCATED NEAR SURFACE U/V 814-3-332P DIAM�Nfl AND PROTECTED PLATE HINGED COVER BACKFILL _ IIIIII' -I_I I • IIIII IIIIII�° II_li Il�Il ---- i-----i ----, ---- ;-----; ---- I I I I ---- ;-----; ----� I I I -- I III METER - ---- ---- I ---- ;---------- I I I I I I 1 I ;----;- I I I I I� F------ �------ I -TT ----, 1 1 1 I ---- I I I ' f- - ---- - ---- 0 REPLACE _ BASE COURSE EXIST BASE COURSE III�IBACKFILL�'i III =III IIT �IIII y. IIIII rlll . III II SEAL ALL OPENINGS IN VAULT WITH NON -SHRINK GROUT IIi — \ IIIII I I� I , �p0o p0 p0p ppo0 pOpppOOpppO� pOpOp000p00p0 00OppppOOpOOpppp Op�00Q Op�00ppOpp�00pOOpp pOpOp p�00p OOp OppO00p O 0o p000 0po0000D0000 000po 00o poop 00 0�O pODaaoo 0 o0op ' 0 00 0 0 0p00o DopoDoo 0 o Doo Do 00 o Doo oopo O( "--UNDISTURBED 8" GRAVEL BACKFILL WSDOT STD NATIVE SOIL 9-03.12.(3), COMPACTED TO 95% MIN MAX DENSITY PER ASTM D-1557 ALL AROUND WATER METER VAULT — SECTION SCALE: 1 /2"=1'-0" C518 1 C CONCRETE BLOCKING W/ LOCKING FOLLOWER RING, TYP BOTH PENETRATIONS CONCRETE SUPPORT BLOCK OR PIPE STAND BADGER PLATE STRAINER 6"PS-T-1, BRONZE OR APPROVED EQUAL GENERAL NOTES: WATER METER: BADGERMETER INC MODEL # RCS-T-6 SIZE 6" OPERATING RANGE 3/4-2000 GPM. MAX CONTINUOUS FLOW - 1500 GPM PRESSURE LOSS - 9.3 PSI AT 1500 GPM W/ BATTERY POWERED REMOTE READOUT SEE DRAWING 17-YD-C291 FOR LOCATION. 2. TYPICAL BLOCKING AND TRENCH SECTION ON THIS SHEET APPLY ONLY TO CITY WATER PIPING. FOR FIRE WATER, SEE 17-YD-M505-SERIES DRAWINGS. 3. PIPING UPSTREAM OF METER AND METER WILL BE OWNED AND MAINTAINED BY " OF AUBURN. PIPING DOWNSTREAM OF METER WILL BE OWNED BY BOEING. 4. FOR CITY OF AUBURN -OWNED BURIED VALVES, ME CITY OF AUBURN STD DETAIL WATER-18 FOR VALVE BOX. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE/POSITION: CONFRIMED BY CITY: DATE: PROJECT REF: WTRo3 - oo9s THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. c dos APPROVED BY: �,..,..,._ DATE APPROVED: -Id -a 3 CITY OF AUBURN APPROVAL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE B S AS G `roe �TG z :_ p C� BOE�A/� U x FACILITIES DEPARTMENT .. p 1G3T �O •� ST NAV. ' . ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED FEUN BY DATE SUBTITLE SUBTITLE NEW CITY WATER LINE SECTIONS DETAILS LAST REVISION SYMBOL A DATE 04.01 A SITE PREMISES ISOLATION - 2ND PERMIT RLS FEU 04.01.03 CHECKED SHEET c5i�0� OF APPROVED BY DEPT. DATE FEU 03.19.03 TITLE CITY WATER MAIN INSTALLATION CIVIL MASTER YARD AUBURN CHECKED 130103.01 COMP NC APPROVED APPROVED DWG NO. 1 7- 51 8-1 C EXPIRES 2 12'-8' r—v—v--v r—v—v--� r----------------------- I -- o I o o ® o n===-n I I I�====n irrr ____ n I - - - - = Lif U=---n B====n C518-1 I n I ------- ----------- FIRE DCDA VAULT PLAN (UTILITY VAULT 612—LA SCALE: 1 /2"=1'-0" EXIST EXIST REPLACE AC BASE BASE COURSE OURS PRECAST MH U/V 612-LA W/ SUMP (WITHOUT PULLING IRONS AND "C" CHANNELS) BY MANUFACTURER 612-3-332P DIAMOND PLATE COVER I rr SEAL ALL OPENINGS IN VAULT WITH NON -SHRINK GROUT C9C I C518-1 B REPLACE _ BASE COURSE I ----------lI ° a 1=1I TIf(=1�I�I 11TI1 I I1 /7 ITII I11 'i\I I Il �I 111 ACKFI ITIiBACKFILL:11 a Ii11°a r-,—I—= L1_LJ r�—r= L—L-J I111� OEM I. I I I I I I II —III. ll1= Il l 111 a \7 F-I F� �� I�I a W 11111E llllli L��—I—_j ��—i� 1 a IIIIII 111E I II . 1= ;III 1111�L 1L ° �� �, r�— r—� _` --I- -I--I- - - - L L__L_L I11 LJ—I—� �—I—L�71 ii,61 I I I If. a 1=1 — ilt- III a a li IIf� SUMP ° ^ 4 L In_ i—J—lll a° a • e d ° a ° a ° a �On�np On� OOn�00 �On��On�p0n�p0n�OnO�Op �O0n�p0n�pp0 n�p On�pOOn�pOn�00..�0 n,.9pppp�n�pnnOOOnnnn pOpOOpOOOpnn0OO p0pQ0 OOO,. O n OOOO pT°O_Opp OHOOnpgOpOOnp� OHOO oOoO OpO Onp�ppOOOnp`?nOQp,.��IO=° n1 O�p00OIn—O� 1'-0" MIN ALL AROUND UNDISTURBED NATIVE SOIL SECTION (10" FIRE LINE DCDA SCALE: 1 /2"=1'-0" 8" GRAVEL BACKFILL WSDOT STD 9-03.12.(3), COMPACTED TO 95% MAX DENSITY PER ASTM D-1557 C518-1 B CRETE �O STEEL PIPE FFIC YELLOW RADE NCRETE BASE )0 PSI © 28 DAYS 1'-4" DIA. (4") DETAIL — BOLLARD SCALE: NONE C518-1 B 15'-4" X 4'-6" X 6" CONCRETE PAD WITH #4 @ 12" O.C. FOR 10" BACKFLOW PREVENTER. 12'-10" X 4'-4" X 6" CONCRETE PAD WITH #4 @ 12" O.C. FOR 8" BACKFLOW PREVENTER. g C518-1 2 CITY WATER RPBA PLAN SCALE: NONE _ EXIST _ BASE COURSE 13 SEAL PENETRATION WITH LINK SEAL OR EQUAL SLEEVE O 4" x 4" X 1 /4" SQUARE STEEL TUBE STANCHION WITH SADDLE AND 1 /2" X 8" X 8" PLATE BASE. ANCHOR W/ 4 EACH 3/8" X 3" HILTI KWIK BOLTS, TYP. REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE SYM A SITE PREMESIS ISOLATION — RELEASE FOR PERMIT 130103.01 FEU CBS 03.19.03 B SITE PREMESIS ISOLATION— 2ND PERMIT RELEASE 130103.01 FEU CBS O4.01.03 C SITE PREMESIS ISOLATION— 2ND PERMIT RELEASE 130103.01 FEUD 04.08.03 �_i=f1�-1�n1—rI1—=ll—=II fl if --�-11I �=iIIILl-1=J—ITif1—=I==II I 1I1�=—T=11 II=1ll_1T i1�—I=-II LI1II-1-1_I1If1If 1=—]—I11Ip-11�I-1L—(-1I1 II—]—�-- II1 1--I�1IIIIIfIIi—I==�—�l1ClI1I=)— IT I llfT=—I1I Lti1L-11TI fI1-1—I i=i1T1i=�iJl 1Il1I—_ --1 I—�_I LI1—I=L—Ill--I 1=--IIIIi--T--lII[I--I-1�— f1f�1=--ILIII=—L111-1TL1 I1-� p°pp°p 1I=J=�1S111 1(I —T1I1�=II 11-1=Tfll_1 I I= ---I 11=1�J1I �L—II[Lff==0I I 1-1 1-1—ll —III1--J1 p111i1—L 0°�OpQOpO°OOQp00°Oppp�p� p°p 00p°°po0°po�OoQp00OO�OOOI OOpOp000OpQ°pp°Opp�p p°O°�O�°0pppOpOp�p p�Q OOop0OO0�I_-11 �aL =II II�=11I�1IL—T— 11=1I fL°P1I=OOp°00QOOOO QOD°O0pO O fIOQO 1�11=1 L1== O—I P� 19I- 1 T TT11 =-111—I1—IT —1=1II—1�_ L=- II=rL11 -��=11 i - IIc I —ITI=i 1=ilI--I 1=1J7-11=1 I- —III—III—]Zi j1�=ITI=1 �ll�--I IF FLANGE JOINTS=L ADAPTER MJ X FLANGE COMPACT TO 95% DENSITY SECTION SCALE: NONE �O "" •off EXPiRES UNDISTURBED SUB GRADE C9CIC518-1B Ow la�o 0 N I CV CV GENERAL NOTES: FIRE LINE DOUBLE CHECK DETECTOR ASSEMBLY: WATTS 10" SERIES 709 DOUBLE CHECK DETECTOR ASSEMBLY (DCDA) WITH OS&Y RESILIENT SEATED OUTSIDE STEM AND YOKE GATE VALVES. WATTS # 709-DCDA-OS&Y-RW SEE DRAWING 17-YD-C9C FOR LOCATION (REF 17-YD-C298). 2� CITY WATER LINE BACKFLOW PREVENTER: CLA-VAL 8" AND loll REDUCED PRESSURE BACKFLOW PREVENTER (RPBA) WITH GATE VALVES AND WATTS 77FDI WYE STRAINER. CLA-VAL MODEL RP-4. SEE DRAWING 17-YD-C9C FOR 8" RPBA (REF 17-YD-C291) SEE DRAWING 17-YD-C9C FOR 8" RPBA (REF 17-YD-C298) SEE DRAWING 17-YD-C9C FOR 10" RPBA (REF 17-YD-C303) 3� INSULATED ENCLOSURE: MINIMUM 18 GAUGE ALUMINUM CONSTRUCTION, WITH STRUCTURAL UNICELLULAR INSULATION WITH MINIMUM R OF 8. WATTBOX MODEL WBT-N10S FOR 10" RPBA. MODEL WBT-N8S FOR 8" RPBA. ALL ENCLOSURE PROVIDED WITH 1000 W 120 VOLT SINGLE PHASE HEATER. CONSTRUCTION NOTES: 1. PIPING MATERIAL: DUCTILE IRON PIPE SHALL CONFORM TO AWWA C151 ALL PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 350 PSI. 2. FLANGE JOINT: FABRICATION SHALL BE SPECIAL THICKNESS CLASS 53 PER AWWA C115. BOLT CIRCLE AND BOLT HOLES SHALL MATCH OF ANSI B16.1 CLASS 125 AND ANSI B16.5 CLASS 150 FLANGES. THE FLANGES SHALL BE RATED FOR AT LEAST 250 PSI WORKING PRESSURE. BOLTS, GASKETS AND INSTALLATION SHALL BE IN ACCORDANCE WITH AWWA C115. 3. MECHANICAL JOINT: SHALL CONFORM TO AWA C111. BOLT SHALL BE HIGH -STRENGTH, LOW -ALLOY STEEL PER AWWA C111. GASKET MATERIAL SHALL BE STANDARD STYRENE BUTADIENE COPOLYMER (SBR). ® PROVIDE BOLLARD AS REQUIRED PER BOEING ENGINEER INSTRUCTION DURING CONSTRUCTION. 5. INITIAL TEST OF ALL NEW BACKFLOW FREVO RS SHALL BE WITNESSED BY CITY OF AUBURN WATER PERSONNEL. ..Vp_vp°_'p0-vp 1°OOp OOp °Op pOp :10° oo° o °oo°Oxon I I II I IT�II il' 8" GRAVEL BACKFILL WSDOT STD III-17i 111= — l 9-03.12.(3), COMPACTED TO 95% MAX DENSITY PER ASTM D-1557 FLANGE JOINT C518-1 B �y G A, "I,' 2 ti0 tt� ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED KWAN CHECKED ENGINEER KWAN CHU APPROVED BY DEPT. DATE I 3 CHECKED DAVI D K LOTZ APPROVED JIM KOKOCZKA Lam APPROVED ADAPTER MJ X FLANGE THRUST BLOCK SEE DWG. C518-1 C FOR DETAIL SUBTITLE BACKFLOW PREVENTER SECTIONS AND DETAILS TITLE MASTER UTILITY ,8/03 SITE CITY WATER MECHANICAL MASTER RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE TITLE/POSITION: CONFRIMED BY CITY: DATE: PROJECT REF: WTR03-0045 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIRE ENTS. APPROVED BY: � .�- n� t DATE APPROVED: CITY OF AUBURN APPROVAL CURRENT REVISION SYMBOL DATE C 04.08.03 SHEET C518-1 B JOB NO. COMP NO. 130103.01 AUBURNI i NO. 17-YD-•C518-113 O1 WSDOT SEC. 5-04 3" ASPHALT CONCRETE PAVEMENT, CLASS B O WSDOT SEC. 4-04 6" CRUSHED ROCK BASE O WSDOT SEC. 2-06 12" SUBGRADE PREPARATION TYP. FLEXIBLE PAVEMENT DETAIL 5 NOT TO SCALE M50 -1 B 4" GU, POST WWF 6x6-W4xW4 00 01 WSDOT SEC. 5-05 8" REINFORCED PORTLAND CEMENT CONCRETE PAVEMENT ( WSDOT SEC. 4-04 4" CRUSHED ROCK BASE O3 WSDOT SEC. 2-06 18" SUBGRADE PREPARATION TYPICAL RIGID PAVEMENT REPLACEMENT DETAIL NTS M505-1 B ROSS-BAR HYDRANT OR ;ATOR POST CROSS BAR NOTES: 1. DIMENSIONS TO BE ADJUSTED TO FIT SPECIFIC CASES. 2. USE INTERMEDIATE POSTS TO PROVIDE MAXIMUM SPACING OF 8'-0". 3. PLACE POSTS AND CROSS BAR SO LINE OF FLOW FROM FIRE HYDRANT IS NOT OBSTRUCTED. TYP FIRE HYDRANT/INDICATOR POST BARRIER RAIL PLAN QQ NTS 00 I N ry w 0 U z Ln TARGET PLATE TARGET PLATE )R POST DE 'E (MJ) UNDISTURBED SUBGRADE THRUST BLOCK M505-1C Ac GATE VALVE — (SEE NOTE 4) CAST IRON VALVE BOX WITH SLIDE EXTENSIION (SEE NOTE 7) THRUST BLOCK SEE M505-1C GRADE LEVEL VALVE DETAIL POST INDICATOR VALVE DETAIL NTS M505-1B NTS �05-,1 B 0 I N 3" SCH. 40 STEEL PIPE CROSS -BAR WHERE CALLED FOR ON PLANS. PAINT SAFETY YELLOW FILL PIPE _ WITH CONCRETE PUMPER NOZZLE TO FACE STREET. (COORDINATE WITH BOING FIRE DEPT.) N i` 4" SCH. 40 STEEL PIPE. PAINT SAFETY YELLOW 3/8, HYDRANT SHOE (MJ) &THRUST BLOCK GRADE SEEM 05-1C L_J •!D. O�w IIII=IIII 1'-4" DIA SECTION 1 /2" C.Y. OF 1 1 /2" 3' f FIRE HYDRANT GRADE POLY COVER OVER WASHED ROCK I 6" GATE — VALVE (MJ) COMPOSITE SECTION BACKFILL FOR BACKFILL FOR FINISH PAVEMENT � PIPING UNDER PIPING IN PAV'T OTHER AREAS BACKFILL TO EXTEND TO UNDERSIDE OFL SLAB OR BOTTOM OF BASE COURSE FOR m PAVEMENT WSDOT SEC. 9-03.12(3 z IN 4" LAYERS. CLASS " " BANK RUN GRAVEL, MODIFIED / BY CITY OF AUBURN SIDE OF TRENCH N z Q" IF ADEQUATELY �- BRACED TO MEET o _u SAFETY CODES AND REGULATIONS CIO FIRE MAIN - v v v v v v v GENERAL NOTES 1. ALL MATERIAL USED, ie., HYDRANTS, VALVES, INDICATOR POSTS, RODS, SHACKLES, VALVE BOXES, PIPE, FITTINGS, etc., SHALL BE U.L. LISTED AND FM APPROVED FOR USE ON FIRE PROTECTION SYSTEMS. 2. ALL PIPING SHALL BE CLASS 52, DUCTILE IRON, WITH MECHANICAL JOINT (MJ) CONNECTIONS. 3. ALL FITTINGS SHALL BE CLASS 250, DUCTILE IRON, WITH MECHANICAL JOINT (MJ) CONNECTIONS. 4. ALL VALVES SHALL BE NON RISING STEM, GATE TYPE, RESILIENT SEATED, CAST IRON, DOUBLE DISK, INSIDE SCREWED AND YOKE, 175 PSI WORKING PRESSURE, MECHANICAL JOINT (MJ). 5. ALL INDICATOR POSTS SHALL BE VERTrk TYPE, ADJUSTABLE, CAST IRON BODY, WITH WRENCH. A FIRE HYDRANTS SHALL S R BODY, 4 1 /2" 3-WAY, 5"X 2 1/2"X 2 1/2" PUMPER/HOSE CONNECTIONS, WITH BOTTOM, SEAT RING, AND DRAIN BARREL, 6" MECHANICAL JOINT OUTLET, 175 PSI WORKING PRESSURE, COMPRESSION TYPE WITH DRAIN VALVE. 7. PAINT CAST IRON COVER SAFETY RED AND PROVIDE 3/16" ALUMINUM I.D. PLACARD, BOLTED OR RIVETED TO COVER, WITH PROPER DESIGNATION NUMBER. WSDOT SEC. 9-03.12(3) IN 4" LAYERS. 5/8" MINUS CRUSHED ROCK 30 MAX. OR 1 1 /2 TIMES OUTSIDE DIA. OF PIPE + 18", WHICHEVER IS GREATER PIPE BEDDING AND BACKFILL DETAIL SCALE: 3/8"=1'-0 CAST IRON VALVE BOX WI H SLIDE EXTENSIION WASHED ROCK°o Cl QO ?117 DO NOT COVER DRAIN — op4Op - .- . - °° °°�° ' '� • " �' �°�° °� CONCRETE BASE PORT WITH THRUST BLOCK =III ( ;'= •:: o ;.':=' ��° o ,IL. IL..;. 3000 PSI @ 28 DAYS IIIIII_ TWO 3/4" DIA CONIC BLOCK SHACKLE RODS 4"x 16"x 16" COAT WITH BITUMASTIC FIRE HYDRANT ASSEMBLY DETAIL M5�05-113 NTS M5�05-113 NTS (MJ)x6" (MJ) TEE & THRUST BLOCK SEE M505-1C C.Y. OF 1 1 /2" kED ROCK UNDISTURBED SUBGRADE THRUST BLOCK SEE M505-1C M505-1 B 50 5-1 B PUMPER NOZZLES TO FACE STREET. (COORDINATE WITH BIDING FIRE DEPT.) oc � GRADE 4" FLANGED OR THREADED TWO 3/4" DIA SHACKLE RODS COAT WITH BITUMASTIC oc .;e•. THRUST BLOCK SEE M505-1 C UNDISTURBED SUBGRADE PUMPER CONNECTION NTS 0505�113 FOR INFORMATION ONLY AR SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY R.BEKKER 3 10 94 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL D 120319.00 F 04.01.03 A REPLACE FIRE MAINS PHASE 2 J575H FEU F SITE PREMISES ISOLATION - 2ND PERMIT RELASE 130103.01 FEU STANDARD DETAILS -VALVES, HYDRANTS & MISC DESIGN AND/OR CHECKED / 04.01.03 THIS SPECIFICATION IS APPROVED _ SHEET ENGINEER TITLE B CHEMICAL TANKER TRANSFER STATION J#17139 HGI/MWO 8.18.00 ® APPROVED BY DEPT. DATE G.MUELLER 3 7 94 M505-1 B C RECORD DRAWING J#17139 HGI/LES 11.09.01 CHECKED APPROVED FIRE MAIN INSTALLATION JOB NO. COMP NO. D AC-T RELOCATE GATE A-12 120319.00 FEU DK 7.29.02 W.R.GEHRING 5 3 94 326T E CITY CATER PREMISES ISOLATION J# 13010301 KC __r_DK 2/18/02 APPROVED DWG NO. MECHANICAL MASTER AUBURNI'*" ow THRUST BLOCK NOTES: 1. SQUARE FEET OF CONCRETE THRUST -BLOCK AREA BASED ON NFPA 24 WITH DESIGN WATER PRESSURE OF 225psig AND A SAFE SOIL BEARING LOAD OF 2000 POUNDS PER SQUARE FOOT. VALUES GIVEN IN TABLE INCLUDE A DESIGN SAFETY FACTOR OF 1.5. 2. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1 /2 SQUARE FOOT BEARING AGAINST THE FITTING. 3. BLOCK SHALL BEAR AGAINST FITTINGS ONLY AND SHALL BE CLEAR OF JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT. 4. IN ADDITION TO THRUST BLOCKS, SECURE ALL JOINTS WITH RETAINER GLANDS, TIE RODS, OR FLANGE FITTINGS. 5. NEW CONCRETE FOR THRUST BLOCKS SHALL BE 3000 psi @ 28 DAYS THRUST BLOCK TABLE PIPE SIZE (INCHES) TEST PRESSURE (PSI) MIN. BEARING AGAINST UNDISTURBED SOIL(SQ.FT.) CA) OE (F) 4 200 2 2 2 1 NONE 2 6 200 5 4 3 2 1 2 8 200 8 6 5 3 2 3 10 200 13 9 7 4 2 4 12 200 18 13 10 6 3 5 14 200 25 18 14 8 4 7 16 200 32 23 18 10 5 10 HORIZONTAL & CONCAVE VERTICAL BENDS TYPICAL THRUST BLOCK DETAILS NTS I IAInIC`TI innrn 900 BEND TWO 1 /2" DIA. RODS FOR 10" SIZE AND SMALLER TWO 1 " DIA. RODS FOR SIZES LARGER THAN 10" F THRUST BLO \/AI \/E- K THE z+�)_ bLINU UND SUB( NOTE: TEMPORARY BLOCKING MUST BE PROVIDED IF VALVE IS AT END THRUST E OF LINE DURING TEST UNDISTURBED SUBGRADE UNDISTU SUBGRA THE TEE 22 1120 BEND THRUST BLOCK- --'- UNDISTURBED SUBGRADE CAP SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE A REPLACE FIRE MAINS PHASE 2 J575H B AC-T S WRHSE EVAC J#120287.02 FEU FEU 4.29.02 C DEMO SOUTH &JILDINGS J# 120287.04 FEU DK 7.12.02 D AC-T RELOCATE GATE A-12 J# 120319.00 FEU DK 7.29.02 UNDISTURBED SUBGRADE T BLOCK TYPE "A" THRUST BLOCK TABLE N^ (n w w = w� Li N �- .-. uj o z^ w m W w U wp ��. » w w C� U U Z 0 CD Y U U OZ O m m U ^ w O w n V w CD o O ^ 0- (n w= w w w Y Z v� cz)- (_ U) o Ow ^ OU Li = O L- F-U�' OZ 4" 300 11 / 4 7.1 1.92 5/8 1.5 22 Y2 14.1 2.42 2.0 30 18.6 2.65 6" 300 11 Y4 14.7 2.45 5/8 2.0 22 Y2 29.2 3.08 30 38.5 3.38 8" 300 11 /4 25.2 2.93 5/8 2.0 22 /2 50.2 3.69 30 66.3 4.05 3/4 2.5 10" 250 11 /4 31.6 3.16 5/8 2.0 22 i 62.9 3.98 7/8 3.0 30 83.1 4.36 12" 250 11 /4 44.7 3.55 5/8 2.0 22 h 95.7 4.46 7/8 3.0 30 117.5 4.90 14" 200 11 y4 48.1 3.64 7/8 3.0 22 / 2 95.7 4.57 1-1/8 4.0 30 126.3 5.02 1-1/4 16" 200 11 Y4 62.1 3.96 7/8 3.0 22 Y2 123.7 4.98 1-1/8 4.0 30 163.4 5.47 1-1/4 COAT RODS WITH BITUMASTIC 2 TURNBUCKLES THREAD 6 14 TYPE "B" THRUST BLOCK TABLE Li Z cn o z cn uj w m w m w n O --. C� cn o o w N^ L,_.I Q ULL_ z Z U ^ l W cn w J= ^ O v F-^ U w Z1.1 0 w � � m d .� 1­-� > > O m p 4 300 45 27.7 3.03 5/8 2.0 6 300 57.2 3.85 8 300 98.5 4.62 10 250 123.4 4.98 3/4 2.5 12 250 174.6 5.59 3/4 2.5 14 200 187.6 5.72 1 -1/8 4.0 16 200 242.7 6.24 1-1/8 4.0 V� TYPE " B " THRUST BLOCK TL Li Of mz cn w m w o Ln Cuj n m w � OaU) N^ LIJ ry Q C�� U z Z LL_ Lw J= LL O U v) w = w^ �-- 0 O 0 U O w U Z O W n a: � W m m O J Q W _J Z 4 300 90 51.2 3.71 5/8" 2.0 6 300 105.8 4.73 8 300 181.9 5.67 10 250 228.1 6.11 3/4" . 12 250 322.6 6.86 3/4" 2.5 14 200 346.7 7.03 11-1/8_L 4.0 16 1 448.4 7.65 1-1 /8" 4.0 THRUST BLOCK NOTES: 1. CUBIC FEET OF CONCRETE THRUST -BLOCK VOLUME BASED ON A UNIT WEIGHT OF 150 POUNDS PER CUBIC FOOT. 2. THRUST BLOCKS SHALL CLEAR JOINTS TO PERMIT TAKING UP OR DISMANTLING JOINT. 3. IN ADDITION TO THRUST BLOCKS, SECURE ALL JOINTS WITH RETAINER GLANDS, TIE RODS, OR FLANGE FITTINGS. 4. NEW CONCRETE FOR THRUST BLOCKS SHALL BE 4000 psi @ 28 DAYS CONVEX VERTICAL BENDS TYPICAL THRUST BLOCK DETAILS NTS CONC THRUST BLOCK 4000 PSI @ 28 DAYS UNDISTURBED SUBGRADE II "S"=11111=1111 11 1 /40 BEND /40 11 11 1 THRU 30` BENDS �i TAPPED CAP BOW/A/" FACILITIES DEPARTMENT COAT RODS WITH BITUMASTIC I I RBED DE I 4 TURNBUCKLES I THREAD 6" I I c -' n NEW CONIC THRUST BLOCi<-' 4000 PSI ® 28 DAYS I I I I I "S" =1 900 BEND VB COAT RODS WITH BITUMASTIC 4 TURNBUCKLES THREAD 6 17- i,, .A , a� CONIC THRUST BLOCK- 4000 PSI @ 28 DAYS UNDISTURBED SUBGRADE ACCEPTABILITY RRBEKKER 3110 94 SUBTITLE THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE G.MUELLER 3/7/94 TITLE "S" =11 450 BEND 40 VB UNDISTURBED SUBGRADE FOR INFORMATION ONLY SYMBOL DATE 29.02 LAST REVISION STANDARD DETAILS - THRUST BLOCKS D SHEET CHECKED FIRE MAIN INSTALLATION APPROVED JOB N0. 326T W.R.GEHRING 5 3 94 APPROVED MECHANICAL MASTER COL AUBURN DWG Na 1 i'-YC?-M C ' o