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HomeMy WebLinkAboutLarge FormatDEMOLITION SCALE: 1" = 60'-0" P LAN DRAWN DATE SUBTITLE PRIDPOSED PARKING LOT ACCEPTABILITY J. PFEIFER 07.06.99 REVISION BY APPROVED DATE REVISION BY APPROVED DAiE SYM THIS DESIGN AND/OR CHECKED BUILDING DEMOLITION PLAN SYb SPECIFICATION IS APPROVED ENGINEER TITLE A UPDATE HGI/RM 07.23.99 ® APPROVED BY DEPT. DATE R. McNIESH CHECKED APPROVED BUILDING 10-60 / 65 SITE APPROVED CIVIL YARD GENERAL MOTES REFERENCE DRAWINGS CONSTRUCTION NOTES 1� WALKWAY CANOPY TO REMAIN. WALKWAY CANOPY TO BE REMOVED BY BOEING AND RETAINED FOR REUSE. GUARDHOUSE TO BE REMOVED BY BOEING AND RETAINED FOR REUSE. F� REMOVE EQUIPMENT. TURNSTYLE GATE TO BE REMOVED BY BOEING AND RETAINED FOR REUSE. © RETAIN THIS PORTION OF THE 10-65 BUILDING. PROVIDE TEMPORARY WEATHER ENCLOSURE ALONG DEMOLISHED PERIMETER. UTILITY BRIDGE TO REMAIN. ® PARKING CANOPY TO BE REMOVED. (NOT USED) 10 DEMOLISH SKYBRIDGE. 1 DEMOLISH UTILITY BRIDGE. OEVELOPMENT PLANNING CITY OF RENTON AUG 2 4 1999 RECEIVED �j Harris Group Inc. 99-10594 URRENT REVISION SYMBOL DATE A 07.23.99 sHEET YDC-AR Kl O _ JOB NO. COMP NO. DWG NO. 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SCALE: NONE ® 99-10594 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY K. EKED 8.04.99 NEIGHBORHOOD DETAIL MAP 99 THIS DESIGN AND/OR CHECKED � 8.06.99 1 ISSUE FOR PERMIT HGI/DED 8.06 S. FRANKLIN 8.06.99 SPECIFICATION IS APPROVED SHEET ENGINEER TITLE APPROVED BY DEPT. DATE D. DORMIER""AlIECZJff" 8.04.99 N 1 CHECKED L. APPROVED COSTELLO PROVEDLLO 8.06.99 F,ENTON SITE JOB N0. COMP N0. I �J LJ 982179 - APPROVED CIVIL MASTER RENTON DWG No. RTN-YD-N1 VO 00 f-- S I- 00 I SYM A i UPDATE PARK AVE N CONSTRUCTION FENCE REQUIRED TO ENCLOSE SITE 00 v�_m�mveoame�°ee°emeoeeee°ee GARDEN AVE N _ 00 00 �GJ \�Jll 10 2,—Of APPROX. o xo i cV Q D 10 0 0 0 0 00 00 00 -. _ 0 08 00 00 10-65 00 O O O o 00 0 0 0 0 0 0 0 00 HATCHED AREA TO BE DEMOLISHED, TYP. ' ---- PARK AVE N I -x-xx-x-x-xxxx-x-x--xxr.xx-----x--xxx-x-x-xxx-x� 0 0 ° ��-% t 0 0 00 0 0° ° ° °° \t 00 000 Q D [3:--400 —Y—%� 0 '0 o� c� 10-68 oI 5 00 Q�- a 0 ❑❑❑❑ ElEN PEE ❑ ❑ 0 p,RO ❑ ❑ o ❑] ❑ ❑ ❑, / 0 DEMOLITION PLAN SCALE: 1" = 60'-0" REVISION BY APPROVED DATE EVISION BY APPROVED DATE SYM HGI/RM 07.23.99 00 a ° �. — —x—� I ° o W ° � � �x—„— I JX— = N N ACCEPTABILITY DRAWNPFEIFER D07.06.99 SUBTITLE PROPOSED PARKING LOT J.THIS DESIGN AND/OR CHECKED BUILDING DEMOLITION PLAN SPECIFICATION IS APPROVED ENGINEER TITLE APPROVED BY DEPT. DATE R. MCNIESH CHECKED APPROVED BUILDING 10-60 / 65 SITE APPROVED CIVIL YAR D GENERAL NOTES REFERENCE DRAWINGS CONSTRUCTION NOTES VVALKVVAT uAwr1 I U RE-NIM11N. WALKWAY CANOPY TO BE REMOVED BY BOEING AND RETAINED FOR REUSE. 3 GUARDHOUSE TO BE REMOVED BY BOEING AND RETAINED FOR REUSE. ® REMOVE EQUIPMENT. 5 TURNSTYLE GATE TO BE REMOVED BY BOEING AND RETAINED FOR REUSE. © RETAIN THIS PORTION OF THE 10-65 BUILDING. PROVIDE TEMPORARY WEATHER ENCLOSURE ALONG DEMOLISHED PERIMETER. UTILITY BRIDGE TO REMAIN. ® PARKING CANOPY TO BE REMOVED. (NOT USED) 10 DEMOLISH SKYBRIDGE. 11 DEMOLISH UTILITY BRIDGE. O OF NTp qUG� Rfi�+T®��iti� t? Harris Group Inc. 99-10594 CURRENT REVISION SYMBOL DATE A 07.23.99 SHEET lOYDC-AR K:- JOB NO. COMP NO. DWG N0. RENTON 10-60—K 10YDC—AR SYM REVISION 1 1 ISSUE FOR PERMIT BY APPROVED DATE Sim HGI/DED i 8.06.99 �- 4-6 C-- 5-1 5-6 5-63-- 5-65- 5-40 5-4 i ❑ �" ❑-❑�� ❑ I I . ❑ 4-08 �- 4-09 4-92 _ I LJ z C o 0- 4-63 4-710-71 U Q Z4--76 4-6 '' Ica, w � c� ❑ 0 10-3� >u� � 4-64 4-40 10-20 10-469 ❑ 10-72 N. 6TH STREET ❑ 5-407-�" 4-6 z zz z 5-27 D z 10-16 Z ❑ z W W w w L❑ o c� Q Q ¢ ¢ Q z 0 LO ~ co � � ¢ 1 Z W � J J � � �(Y ❑ LOT 8 CD I �� z G , v -j m ..•. o ❑ p N. 5TH STREET 1 t— G P LLJ CD I 5❑3 ❑ w 5-36 5-401 Q i a n LO m Q N. 4TH STREET CD CD❑. ❑' I 5-03. Q N L1— Q N Ln O �] ❑ IQ ❑ 5 ❑6 0 5-09 m Q `" ❑ 5-409 � 5-02 n �❑LJ 0 AIRPORT WAY i AIRPOMT Ay PLAN VIEW SCALE: NONE REVISION BY APPROVED DATE AffiffAI07wiff SITE We-77:Ie1d�e1 PACCA I ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UKAWN K. ELLIOTT UAIE 8.04.99 SUBTITLE CHECKED S. FRANKLIN 8.06.99 ENGINEER D. DORMIER 8.04.99 _ TITLE CIVIL MASTER APPROVED BY DEPT. DATE CHECKED L. COSTELLO 8.06.99 APPROVED APPROVED NEIGHBORHOOD DETAIL MAP RENTON SITE OEVELOPIMENT PLANNING CITY OF RENTON A06 2 4 1999 RECEIVED ISSUE FOR PERMIT Harris Group Inc. ® 99-10594 CURRENT REVISION SYMBOL DATE 1 8.06.99 SHEET N 1 JOB NO. COMP NO. 982179 RENTON Dwc NO. RTN—YD—N 1 6Ll" /�l A 5-1 -6 (P+ v4-6 5-6 � � 5-40 U to ti W U 5-4 U U Cl- 0 O a U � 0 Qf W w m al ir W 4 ti m Q mCD Z' �z � moo�// a_ N LL- Q � Q 5-409 \�G PUGET SOUND POWER QS� 4-8 & LIGHT COMPANY 4-79 4-77 S�1UY 4-47 4 7 1 w 4-63 7-7-6 4-64 -120� 10-58 10-57 10-56 10-55 0 10-50 10-51 Pd 7-101 0 � LOT 2 \ 10-69 >o 10-68 LOT 6 10-63 c 10-65 10-474 �16-6 71 10-60 -6 4-71 4-8 7 o 1 10-i3 10-5 10-13 0 10_g b 10-95 LOT o o T�TI _^_ 93 � i0-80 FENCE � 0 10 85 III �o n -74� 10-71 lip 4 664 0 1 4-400-R 10-20 10-46 10-7,q N. 6TH STREET 4-6 F z z5-27 10-16W j Lj 7 z a a a a z� a N J J Y Y Z LOT 88, , Z a W W a Q� Lz J J J m 3 N. 5TH STREET --''� N. 4TH STREET C PLAN VIEW N SCALE: NONE —0 10-7 SITE WORK AREA SYM I REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 1 ISSUE FOR PERMIT HGI/DED 8.06.99 iLBOE/NGm � 10=60/65 BUILDING DEMOLITION CONCRETE PAVEMENT REMOVAL TEMPORARY EROSION AND SEDIMENT CONTROL DRAWING INDEX CIVIL DRAWING NUMBER SHEET TITLE REV RTN—YD—CO CO COVER SHEET 1 RTN—YD—C2 C2 GENERAL NOTES 1 RTN—YD—C13HR C13HR SITE PLAN REMOVAL 1 RTN—YD—Cl3JR C13JR SITE PLAN REMOVAL 1 RTN—YD—Cl4HR C14HR SITE PLAN REMOVAL 1 RTN—YD—Cl4JR C14JR SITE PLAN REMOVAL 1 RTN—YD—Cl5HR C15HR SITE PLAN REMOVAL 1 RTN—YD—Cl5JR C15JR SITE PLAN REMOVAL 1 RTN—YD—Cl6HR C16HR SITE PLAN REMOVAL 1 RTN—YD—C393H C393H TEMPORARY EROSION AND SEDIMENT CONTROL 1 RTN—YD—C393J C393J TEMPORARY EROSION AND SEDIMENT CONTROL 1 RTN—YD—C394H C394H TEMPORARY EROSION AND SEDIMENT CONTROL 1 RTN—YD—C394J C394J TEMPORARY EROSION AND SEDIMENT CONTROL 1 RTN—YD—C395H C395H TEMPORARY EROSION AND SEDIMENT CONTROL 1 RTN—YD—C395J C395J TEMPORARY EROSION AND SEDIMENT CONTROL 1 RTN—YD-513J-1 a C513J-1 a STANDARD DETAILS 1 RTN—YD—M5031 M5031 STANDARD DETAILS 1 ACCEPTABILITY K. EELIOTT THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED S. FRANKLIN ENGINEER APPROVED BY I DEPTJ DATE D. DORMIER CHECKED L. COSTELLO it SUBTITLE 8.04.99 8.06.99 TITLE 8.04.99 8.06.99 COVER SHEET RENTON SITE ISSUE FOR PERMIT EEf JOB NO. RENTON DWG NO. 'm Harris Group Inc. 99-10594 1 1 DATE COMP NO. o� c cc Y CIVIL MASTER RTN-YD-CO FCF-- qg l / GENERA_ NOTES.- 1 ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, BOEING AND RENTON FIRE DEPARTMENTS, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. 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. 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. FOR WORK LOCATED ON THE CITY OF RENTON PROPERTY, THE CONTRACTOR SHALL CONTACT UTILITY LOCATE AT 1-800-424-5555. 4. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MIN OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. TWENTY-FOUR HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 5. BOEING SHALL SECURE THE UTILITY PERMIT FROM THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILTY TO SECURE ALL OTHER PERMITS PRIOR TO STARTING CONSTRUCTION. 6. FOR TRAFFIC CONTROL REQUIREMENTS, SEE SPECIFICATIONS. 7. CONTRACTOR IS TO HAVE UTILITY LOCATOR SERVICE LOCATE UTILITIES AND SHOW THEM ON CONSTRUCTION DRAWINGS FOR REVIEW AND APPROVAL BY RENTON FACILITIES SHUTDOWN COMMITTEE PRIOR TO SAWCUTTING AND EXCAVATION. 8. ALL UNDERGROUND PIPING, EXCEPT OFFICE AREA AND IRRIGATION SPRINKLER PIPING, SHALL BE IDENTIFIED BY THE USE OF SURFACE LOCATED MARKERS, PER TYPICAL DETAIL ON SHEET C553. MARKERS SHALL BE LOCATED AT MAXIMUM INTERVALS OF 150 FT, AT ALL CHANGES OF DIRECTION , WITHIN 5 FT OF A WALL, AT ALL MANHOLES AND VALVE BOXES, AND ADJACENT TO ROADS. MARKERS SHOULD INDICATE SERVICE, PIPE SIZE, DIRECTION OF FLOW, PIPE MATERIAL AND PIPE DEPTH. MARKER INSTALLATION LOCATIONS SHALL BE INDICATED ON THE CONTRACTOR PROVIDED AS -BUILT INFORMATION IN THE FORM OF RED -MARKED DRAWINGS. 9. EXISTING MONITORING WELLS SHALL BE PROTECTED UNLESS NOTED ON THE DRAWINGS. DO NOT DISTURB MONITORING WELLS WITHOUT WRITTEN DIRECTION FROM BOEING SAFETY, HEALTH & ENVIRONMENTAL AFFAIRS (SHEA - (425)965-2703.) DISTURBED WELLS SHALL BE REPLACED AT THE DIRECTION OF BOEING SHEA. ALL WELLS THAT WILL BE DISTURBED SHALL BE ABANDONED BY BOEING SHEA. TWO WEEKS NOTICE SHALL BE GIVEN TO BOEING SHEA PRIOR TO DISTURBING THE WELL. GENERAL_ NOTES EXCAVATION: 10. 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. 11. ASPHALT AND CONCRETE PAVING TO BE REMOVED SHALL BE SAWCUT TO A MIN. DEPTH OF TWO INCHES. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURBS, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MIN. DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 12. PERMANENT CONCRETE PAVEMENT PATCH: AFTER THE SUBGRADE HAS BEEN PREPARED, PATCH WITH CLASS A (3/4") AIR -ENTRAINED PORTLAND CEMENT CONCRETE PER NOTE 4 ON SHEET C553, AND WITH DOWELING AND REINFORCEMENT PER CONCRETE TRENCH DETAILS ON SHEET C553. 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, ADD SAND THE SURFACE TO PREVENT TRACKING. 14. THE CONTRACTOR SHALL COMPLY WITH THE CITY OF RENTON AND OTHER GOVERNING AGENCIES FOR TEMPORARY EROSION CONTROL MEASURES AND STORMWATER POLLUTION PREVENTION PLAN. 15. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IF CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED DURING THE WORK. SEE CONTRACT SPECIAL CONDITIONS FOR REQUIRED DIRECTION. 16. ALL EXCAVATED TRENCH MATERIAL SHALL BE DISPOSED OF AT AN APPROVED BOEING LOCATION. SOIL MATERIAL USED TO BACKFILL VAULT WALLS AND PIPE TRENCH SHALL COMPLY WITH "BACKFILL" MATERIAL AS SPECIFIED IN SPECIFICATION SECTION 02210 - "EARTHWORK". 17. 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, STABILITY OF MATERIAL EXCAVATED, OR TRENCH DEPTH IS GREATER THAN 4'-0". 18. THE CONTRACTOR SHALL REPLACE, AT NO EXPENSE TO BOEING, ANY STRUCTURES, PAVEMENT, OR OTHER ITEMS DESIGNATED TO REMAIN THAT ARE DAMAGED DURING REMOVAL OPERATIONS. 19. 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 (425)965-2703. FOR DEWATERING DISPOSAL APPROVAL AND PERMITS,CONTACT BOEING SHEA AT (425)965-2703. 20. 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: • 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 TOC HEAVY FOR EFFECTIVE USE OF FILTER FABRIC SEDIMENT TRAPS AND SILT FENCING. • 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. GENERAL_ NOTES FIRE AND COD WATER: 21. ALL WATER MAIN PIPE SHALL BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111, LATEST REV., THICKNESS CLASS 52 OR AS NOTED ON DRAWINGS. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 LATEST REVISION. PIPE JOINTS SHALL BE TYTON JOINT, OR AS SHOWN ON DRAWINGS. 22. DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-84. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIA. AND HAVE MECH. JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA C153/A21.53-84. 3-IN. TO 12-IN. DIA. FITTINGS WHICH HAVE MECH. JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. IF FITTINGS ARE 4 INCHES TO 12 INCHES IN DIAMETER AND HAVE TYTON JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 23. GATE VALVES SHALL CONFORM TO AWWA C509 AND SHALL BE N.R.S. RESILIENT SEAT. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE MUELLER CO. NO A-2074 AND A-2075 OR APPROVED. ALL VALVES SHALL BE INSTALLED AS SHOWN ON DRAWINGS. 24. ALL FIRE WATER MAINS SHALL BE AT A MIN. OF 54 INCHES BELOW GRADE. ALL COLD WATER MAINS SHALL BE AT A MINIMUM OF 36 INCHES BELOW GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. ALL PIPE SHALL BE LAID BY OPEN CUT TRENCH UNLESS OTHERWISE STATED. 25. CONTRACTOR SHALL CLEAN ALL NEW WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION WHERE VISUAL PIPE INSPECTION CAN NOT TAKE PLACE. "PIGS" SHALL BE INSERTED INTO THE PIPE DURING PIPE INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND OPERATING ALL TAPS, FLANGES, PUMPS, GUAGES, PLUGS, SADDLES, CORPORATION STOPS, MISC. HOSE, PIPING, AND OTHER EQUIPMENT NECESSARY TO "PIG" THE LINES. THE CONTRACTOR SHALL PREPARE A DETAILED PLAN FOR CLEANING THE WATER MAINS AND HAVE IT APPROVED BY THE OWNER BEFORE BEGINNING EXCAVATION WORK. SEE SEQUENCING PLANS FOR PIGGING STATION LOCATIONS. 26. ALL NEW FIRE AND COLD WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MIN OF 250 PSI IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE BOEING COMPANY OR THE CITY OF RENTON. 27. ALL NEW FIRE MAINS SHALL BE DISINFECTED BY AWWA STANDARD C651 SEC 5.3 SLUG METHOD. NEW COLD WATER AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MIN. CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH THE THE TECHNICAL SPECIFICATIONS. 28. CONNECTIONS TO EXISTING MAINS SHALL NOT BE MADE UN -IL THE NECESSARY ARRANGEMENTS & TIME SCHEDULES HAVE BEEN ARRANGED WITH THE OWNER. ALL VALVE SHUT DOWNS AND OPENING OF EXISTING LINES TO ACCOMPLISH NEW WATER MAIN CONNECTION SHALL BE DONE BY BOEING MAINTENANCE PERSONNEL ONLY UNLESS OTHERWISE APPROVED. 29. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 30. ALL TYTON JOINT PIPE AND FITTING BELL GASKETS SHALL BE U.S. PIPE "FIELD LOK" GASKET FOR JOINT RESTRAINT. ALL MECHANICAL PIPE AND FITTING JOINT FOLLOWER GLANDS SHALL BE SERIES 1100 MEGALUG RESTRAINT MECHANISM MANUFACTURED BY EBAA IRON SALES. AFTER INSTALLATION ALL MECHANICAL JOINT RESTRAINT MATERIALS SHALL BE COATED WITH COAL TAR EPDXY BY METHODS PRESCRIBED BY AWWA C203. 31. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING WATER MAINS TO BE TAPPED BEFORE BEGINNING WORK AND NOTIFY THE PROPER BOEING FACILITIES PERSONNEL OF EACH LOCATION. USE OF A LOCATOR SERVICE PRIOR TO EXCAVATION IS REQUIRED. 32. ALL PIPING SHALL BE RESTRAINED PER DETAILS ON SHEET M553 AND NOTE 30 THIS SHEET. 33. THE PIPING AND EQUIPMENT TO BE INSTALLED IN A VAULT THAT DOES NOT HAVE FACTORY APPLIED PAINT SHALL BE GIVEN A COMPLETE COAT OF FOREST PAINT 985 SERIES PRIMER OR APPROVED EQUAL. TWO FINISHED COATS OF FOREST PAINT 195 SERIES EPDXY, OR APPROVED EQUAL, SHALL BE APPLIED OVER THE FIELD COATED PRIMER. 34. UNDERGROUND PIPE IDENTIFICATION MARKERS SHALL BE PROVIDED AND INSTALLED BY THE INSTALLER OF UNDERGROUND PIPING. ANY DISTURBED MARKERS SHALL BE REPLACED. GENERAL NOTES STORM AND SANITARY SEWER 35. ALL STORM WATER PIPE SHALL BE ADVANCED DRAINAGE SYSTEM ADS N-12 HDPE PIPE WITH ADS SERIES 35 COUPLINGS AND FITTINGS. 36. CONNECTIONS TO EXISTING STORM WATER SYSTEM SHALL NOT BE MADE UNTIL THE NECESSARY ARRANGEMENTS AND TIME SCHEDULES HAVE BEEN ARRANGED WITH THE OWNER. 37. 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. 38. THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING STORM WATER TO BE TAPPED BEFORE BEGINNING WORK AND NOTIFY THE PROPER BOEING FACILITIES PERSONNEL OF EACH LOCATION. USE OF A LOCATOR SERVICE PRIOR TO EXCAVATION IS REQUIRED. 39. 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". 40. ALL DEWATERING AND EXCAVATED SOIL SHALL BE HAULED AND DISPOSED OF OFF -SITE PER CONTRACT SPECIAL CONDITIONS. 41. 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. SYM I REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 1 1 ISSUE FOR PERMIT J#981279 HGI/DED 8.06.99 ACCEPTABILITY K. ELLIOTT THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED S. FRANKLIN ENGINEER APPROVED BY DEPT. I DATE D. DORMIER 42. ALL SANITARY SEWER PIPE SHALL BE SDR-35 PVC CONFORMING TO ASTM D-3034. 43. ALL SANITARY SEWER PRESSURE PIPE 2" 0 AND SMALLER SHALL BE SCHEDULE 80 PVC. ALL SANITARY SEWER PRESSURE PIPE 3" O AND LARGER SHALL BE CLASS 350 DUCTILE IRON PIPE CONFORMING TO NOTE 21 OF SHEET C2. GENERAL- NOTES SURVEY 44. LOCATION OF UNDERGROUND UTILITIES AND ABOVE GROUND FACILITIES AND UTILITIES WHERE LOCATED BY HARTMAN & ASSOCIATES, INC. STRUCTURAL GENERAL NOTE CRITERIA: 45. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE UNIFORM BUILDING CODE (UBC), 1997 EDITION. 46. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE BASED EITHER ON SITE OBSERVATION, ORIGINAL DRAWINGS OR WERE ASSUMED BASED ON EXPECTED CONDITIONS. IF THE EXISTING CONDITIONS DO NOT CLOSELY MATCH THE CONDITIONS SHOWN ON THE DRAWINGS, OR IF THE EXISTING MATERIALS ARE OF QUESTIONABLE OR SUBSTANDARD QUALITY, NOTIFY THE ENGINEER PRIOR TO COMMENCING ANY WORK 47. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE REQUIRED TO PERFORM THE WORK. 48. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 49. SPECIAL INSPECTION: CONCRETE CONSTRUCTION, EXPANSION BOLTS, THREADED EXPANSION INSERTS, AND EPDXY GROUTED INSTALLATIONS SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1701 OF THE UBC AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE ARCHITECT AND STRUCTURAL ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. CONCRETE: 50. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1905, AND ACI 301. STRENGTH AT 28 DAYS SHALL BE 4000 PSI WITH 5" MAXIMUM SLUMP. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR CONTENT CONFORMING TO UBC TABLE 19-A-1. 51. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy = 60,000 PSI. GRADE 60 REINFORCING BARS WHICH ARE TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCEMENT COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D1.4 ARE SUBMITTED. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. 52. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-92 AND 318-95. LAP ALL CONTINUOUS REINFORCEMENT IN ACCORDANCE WITH "THE REINFORCEMENT SPLICE AND DEVELOPMENT LENGTH SCHEDULE". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP ADJACENT MATS OF WELDED WIRE FABRIC MINIMUM OF 8" AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS OTHERWISE NOTED ON THE DRAWINGS APPROVED BY THE STRUCTURAL ENGINEER. 53. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH.........................................3" FORMED SURFACES EXPOSED TO EARTH (i.e. WALLS BELOW GROUND) OR WEATHER BARS OR LARGER) ............ 2" �#6 #5 BARS OR SMALLER ........1 1 2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS........................................)..........1 1/2" SLABS AND WALLS (INTERIOR FACE).... GREATER OF (BAR DIAMETER PLUS 1 /8") OR 3/4" 54. NON -SHRINK GROUT SHALL COMPLY WITH CRD-621 AND SHALL BE FURNISHED BY AN APPROVED MANUFACTURER, GROUT SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (4000 PSI MINIMUM). STRUCTURAL STEEL: 55. STRUCTURAL SHAPES, PLATES AND BARS SHALL BE ASTM A36. CONSTRUCTION SEQUENCE OF TEMPORARY EROSION AND SEDIMENT CONTROL 56. INSTALL CONTAINMENT BERM AROUND 10-65 BUILDING TO DIRECT DEMO WASH WATER TO SANITARY SEWER. 57. DISCONNECT ROOF DRAINS FROM STS SYSTEM AND REDIRECT TO CONCRETE PAVEMENT SURFACE. 58. CHANGE SANITARY SEWER MANHOLE SOLID COVERS WITH A SLOTTED GRATE COVER. 59. UPON COMPLETION OF REMOVAL OF 10-65 CONCRETE SLAB REMOVE CONTAINMENT BERM AND REPLACE SANITARY SEWER SOLID COVERS. 60. DEMO FIRE WATER SYSTEM AS DIRECTED BY THE REMOVAL DRAWINGS. 61. REMOVE CONCRETE PAVEMENT. 62. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL BMP'S. 63. STABILIZE EXPOSED SOIL AND STOCKPILES PER SWPPP. IL SUBTITLE 8.04.99 8.06.99 TITLE 8.04.99 CIVIL MASTE, GENERAL NOTES RENTON SITE ISSUE FOR PERMIT Harris Group Inc. ® 99-10594 CURRENT REVISION SYMBOL DATE SHEET C2 JOB NO. 982179 COMP NO. 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PRD �, I ;.;-:.;. ;.:.:.:.; No. 4Q le TL I RIAI' 25: 68 x 64.0 I ° 3-4"C-SPARES PMH TOP 24.1 : w:• • • • • •:•:• • • • • • • • • n, 1-2"C-SPARE --� � "' 1 INV N 21.0 1 I ::;:--�- -- •{ .:: : ISSUE FOR PERMIT 1 1 PRD °I - �' INV E 22.4 ; ;;;;; ;; .: !:;.;.;........;.;.;.;.1.;...;.;.;...;.:: I I ❑ 5 8 (�65. INV S 24.0 I ;.:.;. :1; ;.;..;.; ....... 1 L-� 1 8 C BOT 20.1 1 ::: ;.;.;.; ... ..:;�::.... •.•.• . NS BYHarris C k :fi:':.........; REVISIONS H is Group Inc. - - S •.•.•.• .... ... : S © x 62.1 8'W FIRE 3.7 ;.;. ; ;.;.. ;;;;;;:.. : - ° - - - - REVISION „ R EVI ••• 1 ONLY MATCH LINE - FOR CONTINUATION SEE SHEET C14HR - APPROVED DATE PROJECT / 8.06.99 99-10594 � DATABASE BY DHA DEC.1994; RESCALED FEB. 1996 DRAWN: CHECKED: ENGINEER: CHECKED:PL SF DED SYM REVISION BY APPROVED DATE SYV REVISION BY APPROVED DATE ACCEPTABILITY DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE WRF 2-23-96 UPDATED U/G UTILITY MAPPING - DHA, INC. JGC DAH 03/20/98 THIS DESIGN AND/OR CHECKED SITE PLAN 1 8.06.99 SPECIFICATION IS APPROVED SHEET ® ENGINEER 1 ISSUE FOR PERMIT J 982179 HGI DED 8.06.99 / APPROVED BY DEPT. DATE TITLE CHECKED C1 � 3HR APPROVED RENTON SITE JOB N0. ° COMP N0. APPROVED CIVIL MASTER DWG NO. 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DATE ENGINEER TITLE CHECKED e�opnvrn SITE PLAN RENTON SITE APPROVED DATE PROJECT / 8.06.99 99-10594 DRAWN: CHECKED: ENGINEER: CHECKED: PL SF DED CURRENT REVISION SYMBOL DATE 1 8.06.99 JOB N0. C13JR -60-1 RENTON °wc No. RTN-YD-C13JR m CIVIL MASTER DHA JOB No.761.00 - I- T - Pipe - - 63.9 QI 4-I L__L_ r' 6M UI LW 63c5 c) LU v) l CD Ln 0I � E- O Z � ZO, W UI ry O x 62.4 O w Ln J vl O QI � ° CB 102,798 SQ. FT.± - ° -H - DATABASE BY DHA DEC. 1994; RESCALED FEB.1996 SYM REVISION BY UPDATED U/G UTILITY YAPPING - DHA, INC. JGC 1 ISSUE FOR PERMIT J#982179 HGI/DED 10-58 62.3 APPROVED DATE SYM DAH 03/20/98 8.06.99 CB 0 62.1 69.8 69 ;2 ❑ 69.9 -------------------- 67l s7.s REVISION BY MATCH LINE - FOR CONTINUATION SEE SHEET C 3HR 646 No. 408 RTgj25.2i INV SW 1 FL 17.20 J I �I I I I W I � CB 24.0 I � I Q n i I l I I I I No. 407 CB-1 " 01-04" TOP 24.2 TRAP E 23.2 BOT 20.5 I I I I I I I I I I I No. 174 CB -I TOP 24.5 INV W 22 BOT 20.9 I I I I I I I I 1O-W FIRE I I I i Vo. 409 '01-05" FOP 24.5 FRAP W 22.4 30T 19.7 I I I I I I I i I I No. 176 CB -I "60-15" TOP 24.1 TRAP E BOT 20.8 FILLED IW/WA I I PRD- �- I T I _ CB i 24.3 wv _ - I STS /J F I I I I I FH I I I -- -- MATCH LINE - FOR CONTINUATION SEE SHEET C15HR APPROVED I DATE s7s Pave ::•' :•' : •.•1•:... - - - - - - ... 11'::::' j?�"w FIRS: ...... .�:.:: 1 :. :pRp.j.......... 3 12,708 SQ. ETA ::....:'F:: PIV I � :':':'::::•tea::•. ' :..}.:::::::::.:.:::::::::::•:I:.::::::::::.::•. 3 .. ...... . :....I......... 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CAP LIVE SIDE WITH A MECHANICAL CAP AND CONCRETE BLOCKING. PLUG ABANDONED END WITH NON SHRINK GROUT. REMOVE POST INDICATOR STAND, FIRE HYDRANT` BODY OR VALVE BOX AND BOLLARDS. PLUG AN EXISTING EXPOSED PIPE ENDS WITH NON -SHRINK GROUT. ® MANHOLE TO BE DEMOLISHED SHALL HAVE THE FRAME AND GRATE REMOVED AND THE FIRST 24 INCHES OF THE EXISTING CONCRETE STRUCTURE REMOVED. PLUG PIPE PENETRATIONS GROUT.STRUCTURE WITHE NON SHRINK THE MANHOLE STRUCTURE WITH R 100 �� �1111110 4M ' FOMQiOMMMMOI MMOOMMMOMM All 1111 M 1100 01 in 10 oil 11 i FEW • N�\I��A�`� �� �i11 1001 �� IIIIaI���Olc�m 0011 "1 VOMM10111111111111111 �I�III����IIIN1 ,,VON. ��. Pm, 21,1111 �.EMOVAL s ISSUE FOR PERMIT (c d REVISIONS BY Harris Group Inc. a a a ® REVISION "1" ONLY -1 APPROVED DATE PROJECT / 8.06.99 99-10594 DRAWN: CHECKED: ENGINEER: CHECKED: PL SF DED CURRENT REVISION SYMBOL DATE 1 8.06.99 SHEET cl. JOB NO. RENTON DWG NO. 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' - PIV / 2 :. . .. ..... 1.2 .... �r G....... x 53.7 \ / C 4 53.7 a: 0 ' ISSUE FOR PERMIT SDMH 48 :.: :ii$.,fl C6 I MM 08 ...1.;.;.;:::.:::::;::.:.':' -21" \ No. 136 / RIM 6.4 ; n: ::::::::: ':TO' 26.0 5 .9 CB I 1 BOT 9 • .. .;.:.�.;...... NE 24.0 Z \ TOP 27. / / REVISIONS BY Harris Group Inc. • •• •• ••••••.'5:� E 24.5 � � \ INV N 18.4 C s�3 ; ; ;;;;;;: S 23.6 \ INV S 18.3 C u C 3 4 ADT .. ::::::: P S BOT 16.3 P D ::�:. .•.'. 22.5 �!� / / REVISION "1 » ONLY :AD \ _ MATCH LINE - FOR CONTINUATI N SEE SHEET C15JR DATABASE BY DHA DEC. 1994; RESCALED FEB.1996 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UPDATED U/G UTILITY I,4APPING - DHA, INC. JGC DAH 03/20/98 1 ISSUE FOR PERMIT J#982179 HGI/DED 8.06.99 ACCEPTABILITY IWRF THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED EN_GI i APPROVED BY I DEPT. I DATE Al t. I SUBTITLE 2-23-96 TITLE CIVIL MASTER SITE PLAN RENTON SITE APPROVED DATE PROJECT / 8.06.99 99-10594 DRAWN: CHECKED: ENGINEER: CHECKED: PL SF DED CURRENT REVISION SYMBOL DATE 03/20/98 SHEET C14JR JOB NO. COMP NO. 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W -1 8 BARE i J `p PRD \ �, LEGEND a CONCRETE REMOVAL LIMITS 0 SAN MH SANITARY SEWER MANHOLE o CB CATCH BASIN O WMH WATER MANHOLE PIV POST INDICATOR VALVE 0 WV WATER VALVE o WM WATER METER FH FIRE HYDRANT ® ELECTRICAL/TELEPHONE VAULT REF DWG CONSTRUCTION NOTES \ \\ REMOVE EXISTING CONCRETE PAVEMENT. < \ \ STOCKPILE CONCRETE AS DIRECTED BY BOEING \ CONSTRUCTION MANAGEMENT AND THE CONTRACT SPECIAL CONDITIONS. \ \ 2 REMOVE POST INDICATOR STAND, FIRE HYDRANT BODY OR VALVE BOX AND BOLLARDS. PLUG -0�\ \ ANY EXISTING EXPOSED PIPE ENDS WITH NON SHRINK GROUT. MANHOLE TO BE DEMOLISHED SHALL HAVE THE FH FRAME AND GRATE REMOVED AND THE FIRST 24 INCHES OF THE EXISTING CONCRETE \ STRUCTURE REMOVED. PLUG PIPE PENETRATIONS ENTERING THE MANHOLE STRUCTURE WITHE NON SHRINK GROUT. FILL \ \ L0 THE MANHOLE STRUCTURE WITH STRUCTURAL {{ FILL. g • l I BOT 24.2 U 8'W FIRE �' PLANTER \ w C� CUT EXISTING CAST IRON FIRE MAIN. CAP LIVE s7� w SIDE WITH A MECHANICAL CAP AND CONCRETE 1 8"w FIRE : •.•. •.•. •:.;..... • . • _ a77.4 :. ;.;. f ; a U) BLOCKING. PLUG ABANDONED END WITH NON .P�1/...2. r..;.;.;.;.;.;..... 53.8 `J}\ w LU SHRINK GROUT. CONTACT CITY OF RENTON TO ❑70.4 ; :;:;;;k �p� \ SHUT DOWN CITY MAIN ON GARDEN AVENUE. .. -� yc^ Z . ........... I o ............ z .. ...........0 SCALE NONE ;.;.... j ............ 0........... '�', Q --- % 1 . 72 t-F-W/3 1 C 2/0 15KV 1-4"F-W/. 4/O 15KV VCLC 4-4"F-SPARES 1-2"F-112 ANN 1-2"F-2 10 1-2"F-SPAR IT P656 Ladder �.; CB -I y \ ::::I:::;:;:;:::;:;:;:;:;:;:;:' TOP 27.1 INV S 25.8 \ 64.0 ... .. ... BOT 25.7 ...... : j . .9 g O S tellite Dish '1'' : ::: ......... N 184 0 Ce. .... .. �...� . ... .: ..:: ;.;.:.;.;.;.;.;.;.;.;.' ;• t�D;..............'. Pipe 5 64.0 :'. ... .. :�:':':::::::':':':': No. 1 Z II ...... CB -I .. .... TOP X WATER 7.7 ;::;:; .;.... ;.;:; ; ; I SHUTOFF 54.5 P': ' VAU LT .2 ::..:3. WV r� ; . ............... P pe Pipe o No. 160 C :': a CB -I ...... 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I "C-TEL B 24.6 ° PRD ' No. 182 - - - - -F- - - - ❑ CB -I ❑ - - -T- - 60-29 - w TOP26.10 - - - ---- -�-- - i � INV W 24.30 � ❑ ❑ I ❑ - - rn BOT 21.3 - ---� ❑ I m -n SCV o ❑ 8„C - - - - - � -46STS �-1 "C- 8 ❑ Q- PRD ° 1 C-3#8 0 l �y -- PRD - --- I MATCHLINE FOR CONTINUATION SEE SHEET C16J SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE UPDATED U/G UTILITY MAPPING - DHA, INC. JGC DAH 03/20/98 1 ISSUE FOR PERMIT HGI/DED 8.06.99 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY I DEPT. I DATE Alt SUBTITLE 2-23-96 TITLE CIVIL MASTER SITE PLAN RENTON SITE Fnn�vAi c 0 ISSUE FOR PERMIT REVISIONS BY Harris Group Inc. c c » REVISION 1 ONLY ® APPROVED DATE 7ROJECT / 8.06.999-10594 DRAWN: CHECKED: ENGINEER: CHECKED: PL SF DED CURRENT REVISION SYMBOL DATE 1 8.06.99 SHEET C15JR u c 0 JOB NO. COMP NO. L \ RENTON . DWG N0RTN-YD-C 15JR 6r r, aQ -/�_] nHA .InR Nn 7R1 nn MATCHLINE FOR CONTINUATION SEE SHEET C15HR _ V �\ 8 � I I I - 61.6 E72.1 74.I ❑ - I 71.8 4"C-ADT- I 10 2-A W D PRD I- I ° ° O 0 RI 25 81 5.58 ADT o - - - s1s s 15"RC I STS I o V. I I I Q " - ❑ - - i p 25.7 I F I N . 414 "W)- s.s o. SDMH-G-7X8' 8w G ( FlRE I I -I C -I I FH WV 8 FIRE o - - ❑ " 1-10" I 5 . "01-11 " "N I IV T P 25.4 F - - CO I T AP NW 23.6 I . 6A W 1 .6 F BT20.1 ❑ - - F 18. 7 BM #RE-9 4.7 � < � + I I �- No. 191 0 I 51I I ? i I I ? ❑ � - "6D 60-4D" _ - - ❑ � - 67.8 26.2 Pipes 2 2 � I I I 26.1 cv �¢ TOP 26.1 - - TRAP E 23.9 0-60 I I GAS V. BOT 20.9 ° ? O I ES . I I , G 26.3 o - - �� 61.6 - - - - - � �I I - Z I// U, n -o 2 2 6" C 61.0 PIV I F 10-51 I " T 26J1 FlRE I I ? 16. 7 PR i 2 II 2 I - 6"C SAN _ v PRo I � . I W ❑ -- ❑ sTs ADT - I 63.1 58.9 I �I I ° - - o 69.0 No. 45W CB -I I I I I I -- ° - No. 193 2.0 41 O SDMH-G-48 ' 658 1 O - 70.5 23.9 ¢ - � ❑ 60-42" RIM 26.8 LEGEND 0 CONCRETE REMOVAL LIMITS O SAN MH SANITARY SEWER MANHOLE o CB CATCH BASIN O WMH WATER MANHOLE T PIV POST INDICATOR VALVE 0 WV WATER VALVE 0 WM WATER METER 0 FH FIRE HYDRANT 0 ELECTRICAL/TELEPHONE VAULT REF DWG CONSTRUCTION VOTE, D:::,:- PLUG EXISTING NORTH SIDE OF TEE RUN. BLOCK WITH CONCRETE. MANHOLE TO BE DEMOLISHED SHALL HAVE THE FRAME AND GRATE REMOVED AND THE FIRST 24 INCHES OF THE EXISTING CONCRETE STRUCTURE REMOVED. REMOVE VALVE AND PLUG NORTH END OF LINE. FILL MANHOLE 1 WITH STRUCTURAL FILL. Lo BOT 21.6 10" CI 11-1 " � I I Q I el ' ' • ' � � INV N 22.9 0 0 ❑ z F 69.2 ry 69.1 I Ln o o - _ _ INV S 23.8 (D PIV I ❑ ❑ BOT 23.0 co 6� 61.5 SILTED 61.5 11,_I I 26.9 41. W ---O UCO RIM=26.67 I X (50 1 OH-02 No. 192 S?• C _ __-) \- / W _ TW=26.48 3/4 C T W o SSMH-II CBI � - I u) I PRD p A I I RIM 26.22 TOP 26.3 / = KEY PLAN w LLI� I P FL 17.59 TRAP NE 24.2 Cn SCALE : NONE 10-52-MW-4 s 6 (B 4z.4 x n ( I I INV S 24.7 10' / w RIM=26.06 TS w Z TW=25.87 No. 391 Pipe o I BOT 22.0 STS v, A B C D E F G H J K L O I loco -� 41.6 O C10 I SDMH-V �C� I � I MH ~ s P 24. WMH W I = IM 26.4 I J'JIv1 PRD 41.s C11 Q I INV N 21.1 CI 0 BM RE-8 1OG-02 RIK 26.6 10"W FIRE Paved Par<in �/ F- � RIM 26.1 PRD EL 29.14 SSMH-II F F g ABANDON Q Z 56.7 INV E 20.8 C12 Z 68.0 ss.8 6"FI��WSdR INV W 21.0 WMH I WMH WV RIM 26.13 z 3/4" F / Z ° BOT 18.3 RI 226.1 J RIM 26.1 I FL 18.31 �, SAN 12 C Q PRD 1 C13 0 68.2 - �7.9 / WU I { HH SAN Z C14 1 48.s 52. 10 _52-MW-5 � `- I I 16 FlRE F J Q'� I 0 51 �! j C..� ,� C15 O LJ 48.7 I TW=25.87 O `„C I PFD - a RI:'-26. 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O C P O OT 9 ate I INV S 19.1 I F F-- C20 7 FILL R CN INV W 18.9 TOW VAULT / C21 8"C CO g TEST g CAP g ° ❑ I FL 19.1 I / 51SAN SAN MH CE S O / ' �_ I �, �? c� Q / C22 L9 `� 10-52-MW-1 w ❑ I I a-0o N 0/ C23 No. 387 _ tii-- RIM= CB -I `�' 24.97 - C24 CONTAINMENT ER I=224.76 I TOP4.75 'l/ 3qy ❑ I I I w 1 OG-00 C25 I 5 •8 22.5 cc) / aved Po g -f - - ( C26 SS LIFT S BOT / �� ❑ � � � RIM 25.91 / I 47.8 6 C ° ~ I METRO I INV N 16.82 / 1"CO C27 47.6 67 SAN ❑ SHELTER INV E 16.92 _ STS _ _ _ c-c CO 30"RC CO ❑ FL 12.59 4"CO I ❑ 30„ RC ❑ + 4„V - - -- - -- - UJI�, 8 CI STS I P C28 o o. 6 No. 388 ° ° CB- 389 ❑ I I S. --- C29 ° ❑ 4-�a5 C - - RBWS-9@6 No. 395 TOP 4.7 I F FH C30 - - - I OP N 23. - - INV N 22.1 ° TOP El 125.3 INV N 2.1 o-- I S - I PS.P.dcL / INV 23.9 PIV I OT 21. - - " F ❑ I BLOT 118 '2 i INVI 24.6 BOT 19 2 1 TMH 3/4 10"W FlRE - - - - F - - - F - - BOT 23.3 F WV RIM 25.8 ,� TL PRD ------ PIV ❑ ❑ ❑ 10"W FlRE �' - I- - ADT \ E5 I- - - �� / 6QFQL? 25 GR ED Q ? s.5 V. • • - - _ _ _ _ _ co LT � LINE - - �-T------- - -- T--" - - ---- \� - ❑ �� . � ❑ S. � TMH 25.8 T 25.6 ❑ 3/4 C-ADT - - T - - - ?- I - 2"IP (� O RIM 26.4 STS STS I -- PRD ❑ ❑ - STS - �- CB 8 ST -- 1 - - - - TOP 25;16.4 - - - - - - - - 81N FIRE --10€€-09 - - - - - - 6'1#IWSd;R No. 396 C No. 394 - - - - - - GREASE TYAP 10E-07 CB-1 S_ S�5 W CB-1 MIC 310 \ F PRD SSMH-II TOP E 23 I Z TOP 25.7 N183806. 79 - �- _ F F • •�IM 24.8- ' _ - -INV NE 23.8 T . 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T = 2s INV N 24.5 T,ULT `tom' 3 7 INV S-E 24.4 I I I o RE-5 42. 9 - " BOT 23.4' Q� o CB TL 1 M - 9 0 EL 25.25 F -1"C 2 38s 4NHWS&R "C H TOP 26.1 ❑ ❑ w Conc ❑ /PRD - 9 5 38.4 10/�o MATCHLINE FOR CONTINUATION SEE SHEET C17HR DATABASE BY DHA DEC. 1994; RESCALED FEB.1996 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE ACCEPTABILITY WIRE 2-23-96 UPDATED U/G UTILITY t'APPING - DHA, INC. JGC DAH 03/20/98 THIS DESIGN AND/OR CHECKED SITE PLAN TITLE APPROVED BY DEPT. DATE 1 ISSUE FOR PERMIT HGI DED 8.06.99 ® SPECIFICATION IS APPROVED ENGINEER CHECKED APPROVED RENTON SITE APPROVED CIVIL MASTER EMOVAL r C h ISSUE FOR PERMIT REVISIONS BY Harris Group Inc. u ® REVISION "1 " ONLY APPROVED DATE I PROJECT / 8.06.99 99-10594 DRAWN: CHECKED: ENGINEER: CHECKED: PL SF DED CURRENT REVISION SYMBOL DATE 8.06.99 SHEET C16HR u c o JOB NO. COMP NO. L DWG NO. RENTON RTN-YD-C16H /J/_ i !1 / nun inD K1_ -7ca nn MATCH LINE - FOR CONTINUATION SEE SHEET C392H No. 316 SDMH-G-5X5 / 01-3 N v / / / � RIY4.5 p '�L 3 5 I I I I I i I I SILT FENCE ,� \ ➢�q L 16.8 / 4 - 8 QUARRY SPALLS �6 z � D INV SE�fi.8 R � " � 2-4"C-3-��• 6 �6 � � CONSTRUCTION ENTRANCE / / cF: - - X-4-SPARES; SPARES / Paved Parking LOT Gate / -4"C-W/3-1/Cj2/0 15KV o 1w.4 No. / :':':'•':'.':':' :' - "C SPARES / /� 35.4 x -1 j 37.4 \ w / AREA OF EXPOSED SOIL 1- C-38 / No. TOP 25.70 / j�� I I I I 1 ........... �- "C SPARES � C \ -��'` � /� � INV S 23.7 FH / � I i� I I PD / - / �� P BOT I I�� e 1 / TEMPORARY CONTAINMENT BERM INV W 22.9 1� / / \� 9.7 No. 322 39.6 x 37.6 / / I I I I I I WL 22.8 Q \ / 1,ir¢ CB PipeIZ -- - - - -- ___ BOT 19.E \ p / l l 38.6 "01-36" /' / ? I I I T I P / TOP 24.20 / 3 .6 INV NW 22.20 3 9 PMH ° 6 j I o 0 0 0 Io GENERAL NOTES INV SE 22.50 = I, I ( I I SAWED I I \ / J OFF �LLARDS / 8.5 wL 23.00 19,2 � / I I I I I I I I I I I 1. 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Zi INSTALL CATCH BASIN SEDIMENT TRAP PER STANDARD DETAIL ON SHEET C513J-1a. 3 ' INSTALL CATCH BASIN INLET SEDIMENT BARRIER PER STANDARD DETAIL ON SHEET C513J-1a. 4 - 6" HIGH TEMP CONTAINMENT BERM 1 PER STANDARD DETAIL ON SHEET C513J-1a. CHANGE COVER WITH SLOTTED GRATE. DISCONNECT ROOF DRAIN FROM STS SYSTEM. DISCHARGE RD ONTO THE PAVEMENT SURFACE. M I� W = KEY PLAN Cn SCALE : NONE w 1(w!) A B C D E F G H J K L O C390 t �_- C391 C392 Z C393 I Oz C394 1 n .-20/21 LOST U C395 TU 0 O C396 Lt. C397 t w Z C398 4-� ,o» J C399 '-7eAO -11 m i C400FTU 3 Q C401 b, JL C402 C403 I C404 C405 0, / C406 C407 C408 C409 C410 UrtHvvav UAIt SUBTITLE ACCEPTABILITY AND/OR CHECKED CRF 2-23 96 THIS TEMPORARY EROSION AND SILT CONTROL SPECIFICATION IS APPROVED APPROVED BY I DEPT. I DATE ENGINEER TITLE MK ISSUE FOR PERMIT r REVISIONS BY Harris Group Inc. ® REVISION "1 " ONLY APPROVED DATE PROJECT / 8.06.99 99-10594 DRAWN: CHECKED: ENGINEER: CHECKED: PL SF DED CURRENT REVISION SYMBOL DATE 1 8.06.99 SHEET C394H JOB NO. COMP NO. c L RENTON DWG No. RTN-YD-C394H 0 / ni♦ inn r,i_ -tne nn CIVIL MASTER RENTON SITE co-117 WLU to I W Cn 0 Q Z Z 0 OfLL W I J �I r- Pipe 64.1 x x 85.9 x 72.1 72.2 x 86.3 Ladder 64.0 x Pipe Pipe - x 72.0 PPe x 64.0 Pipe Ladder 85.9 86.3 86.2 x 85.9 ° )ATABASE BY DHA DEC.1994; RESCALED FEB. 1996 SYM REVISION UPDATED U/G UTILITY MAPPING - DHA, INC. 1 ISSUE FOR PERMIT jai s1.0 1 ° ° El s1.1 87,6 U Pipe 87,7 91.6 x 86.0 0 LO 0 x 86.2 L_LJ 90.9 El ° 810 MATCH - FOR CONTINUATION SEE SH T C393J ;..:.:.:.:..:.:.:.:.;.:.:.:.:.;.:.:. ;.;. -7 - / - / LEGEND T,� : �rl - RD ...:F 8'w:a:::: \ / �- �. 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PUMP BY CONTRACTOR. s1.2 : F ::: 8``1hr::t?!RE•:•:•:•:•:• :::::.:• 7.4 S. / No. 127 ` $ BR 28.1 / CB-II-48 » s"Yv-:�1RE;;;•:•:•;•;•:•;•;•:•;:': P PRD / 28.6r? 6� INSTALL TEMP. OVERLAND 4 POLY PIPE TO ::::::: -� \ S TO 26.9 ` �28.3/ / / I SAN MH 10E-02. / • v7,, a; INV N 21.5 3 4 ADT • ... ' :::::::::::::::::: c' INV S 21.6 / �/� / PRD ::;:: .. .:.:.:.:. . :.:. �!� \ BOT 20.7 \ / I DISCONNECT ROOF DRAIN FROM STS SYSTEM. No. 153 :::................. \�\ 278 / / OF DRAIN ONTO TH Rows-o14 •2'w / DISCHARGE ROOF 0 E PAVEMENT TOP 26.3 ... ........'............ �i �� / O INV N 19.3 :•:•:•:•;•:•:•:•:•:•:•:•;•;•:.;.:•:.:•:•:•: / 27.4 / INV E 20.3 ... .................... ��, / / INV S 19.2 s. 2� / ? 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P 3 74.4 74f 2"F-SPARE / ° PRD - I PRD CB-1 0 No. 182 - T 0 I ® uw TOP 26.10 - - - I - = I � INV W 24.30 _ ❑ ❑ - ❑ T 70-60 _ N BOT 21.3/ _ _ _ _ ISSUE FOR PERMITC; - / _ ° - SCv o 1 C- 8 - STS i� � ° - - - - - v� I � � PRD ° �--1 C-3#8 o REVISIONS BY Harris Group Inc.CD ❑ ❑ Ol PRD 60.9 _ _ s _ _ _ ® REVISION "1 ' ONLY / 06 99 R JCT MATCHLINE FOR CONTINUATION SEE SHEET C396J APPROVED DATE PROJECT 10594 DATABASE BY DHA DEC. 1994; RESCALED FEB. 1996 DRAWN: CHECKED: ENGINEER: CHECKED: PL SF DED ACCEPTABILITY WRF 2-23-96 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE � UPDATED U/G UTILITY !-RAPPING - DHA, INC. JGC DAH 03/20/98 THIS DESIGN AND/OR CHECKED TEMPORARY EROSION AND SEDIMENT CONTROL 8.06.99 SPECIFICATION IS APPROVED 1 ISSUE FOR PERMIT HGI/DED 8.06.99 ® ENGINEER TITLE SHEET C3 APPROVED BY DEPT. DATE 95J CHECKED C° 0 RENTON SITE °° APPROVED JOB N0. COMP N0. w APPROVED CIVIL MASTER DWG NO. Y RENTON RTN-YD-C395J r^ ^I• .9�1 / I nun 10Q Ki 7r,1 nn CATCH BASIN OR INLET GRATE USUALLY WSDOT STD PLAN 13-2a CD I TEMPORARY PERMEABLE FILTER BAG AS MANUFACTURED BY ATLANTIC CONSTRUCTION FABRICS, INC.(800-448-3636) OR APPROVED. 111101131101111 bd b bb €€€I b 6 b b b b b d d b b b b b b bb b b MAXIMUM SEDIMENT b b b bb ACCUMULATION d 6 ALLOWED = 1 FT b b6 b TEMPORARY SEDIMENT TRAP TYPICAL DETAIL SCALE: NONE FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE R'NGS TO ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. BURY BOTTOM OF FABRIC MATERIAL IN 8" BY 12" TRENCH 6' MAX. FILTER FABRIC MATERIAL- 2" BY 2" BY 14 GA. WIRE FABRIC OF EQUIV. — PROVIDE 3/4" — 1.5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE. 2" BY 4" WOOD POST ALT: STEEL FENCE POSTS. 1 TEMPORARY SILT FENCE TYPICAL DETAIL 0 I N o 1 I N Ln 1 FLOW No STRAW BAI E-Q CATC H BAS STRAW BALES FLOW GEOTEXTILE EROSION CONTROL FILTER FABRIC GEOTEXTILE EROSION CONTROL FILTER FABRIC /RAP GRATE W/ GEOTEXTIL EROSION CONTROL FILTER FABRIC NOTES 1. STRAW BALES TO BE BOUND WITH WIRE OR NYLON 2. CONTRACTOR MAY PROVIDE ALTERNATE METHOD OF SILT CATCHMENT (E.G. GEOTEXTILE FILTER BAG, GRAVEL FILTER) 3. CONTRACTOR SHALL NOT USE STRAW BALES ON EXISTING ROADWAY INLETS. ALTERNATIVE METHOD OF SILT CATCHMENT SHALL BE UTILIZED. TYPICAL SILT CATCHMENT SCALE: NONE NOTES: 1. USE FOR SHEET RUNOFF OR FOLLOWING DISCHARGE FROM A SEDIMENT TRAP OR POND. 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR TO FENCE LINE IS 1:1. 3. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE OF 100 FT. 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT, IS FINE PARTICLES SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS SHOULD BE EQUAL TO OR SMALLER THAN THE SIEVE SIZE THAT 85% OF THE SOIL CAN PASS THROUGH. 5. THE TRENCH SHALL BE BACKFILLED WITH 3/4" MINIMUM DIAMETER WASHED GRAVEL. 6. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 7. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS SHALL BE MADE IMMEDIATELY. EVICTIKIr` rronl Mir) RUNOFF WITH SI CATCH E FILTER[ WATER CHICKEN WIRE OVERLAY (OPTIONAL) 4'x4' PILLOS AND SHEET USED AS ANCHOR GEOTEXTILE EROSION CONTROL FILTER FABRIC TRAP GRATE W/ GEOTEXTIL ROSION CONTROL FILTER ABRIC SECTION SCALE: NONE C513 J-1 a 4'x4' PILLOW AND SHEET USED AS ANCHOR CHICKEN WIRE OVERLAY (OPTIONAL) NOTES 1. USE 15-16 LBS OF WOOD CHIP FILTER INSIDE POLYESTER FABRIC (ASTM-D191 OR EQUAL) PILLOW. 2. CONTRACTOR MAY PROVIDE ALTERNATE METHOD OF SILT CATCHMENT (E.G. GEOTEXTILE FILTER BAG, GRAVEL FILTER) 3. CONTRACTOR SHALL NOT USE STRAW BALES ON EXISTING ROADWAY INLETS. ALTERNATIVE METHOD OF SILT CATCHMENT SHALL BE UTILIZED. TYPICAL SILT CATCHMENT SCALE: NONE � F— oz w m� LL, R/W— =5a �n < EXISTING GROUND 100' MIN (MAY BE REDUCED TO 50' MIN FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL.) R=25' MIN Q 0 Q CD EXISTING DRIVEWAY RAMP OR SITE ACCESS ROAD TEMPORARY CONSTRUCTION ENTRANCE TYPICAL DETAIL_ 6" WELDED DR325 POLYETHYLENE PIPE 3/4" JOINT SEALER BEAD �\ FLOW 4 Cd � d ad 2" WIDE SHEET METAL STRAP HILTI CONC ANCHOR d. a •dQ c v TYPICAL TEMPORARY CONTAINMENT BERM DETAIL SCALE: NONE NOTES: 1. USE 4" TO 8" QUARRY SPALLS OR CRUSHED ROCK FOR SURFACING AS SHOWN. MATERIAL WITH `FINES' IS NOT ACCEPTABLE. 2. THE 100' MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO INSURE MATERIAL IS NOT TRACKED INTO THE PUBLIC RIGHT—OF—WAY. SCALE: NONE SCALE: NONE ISSUE FOR PERMIT ff 1. ' Harris Group Inc. ® 99-10594 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE (8) ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN P. LINGBLOOM DATE 08.02.99 SUBTITLE STANDARD DETAILS CURRENT REVISION SYMBOL DATE 08.06.99 1 ISSUE FOR PERMIT HGI/DED 2.18.98 CHECKED S. FRANKLIN 08.06.99 SHEET C513J-1a APPROVED APPROVED BY DEPT. DATE D. DORMIER 08.06.99 TITLE RENTON SITE CIVIL MASTER RENTON CHECKED APPROVED JOB No. 972198 COMP NO. APPROVED °wc No. RTN—YD—0513J—la LEGEND DEMOLITION SCALE: 1 " = 60'-0" P LA N GENERAL MOTES REFERENCE DRAWINGS CONSTRUCTION NOTES WALKWAY CANOPY TO REMAIN. 2� WALKWAY CANOPY TO BE REMOVED BY BOEING AND RETAINED FOR REUSE. GUARDHOUSE TO BE REMOVED BY BOEING AND RETAINED FOR REUSE. ® REMOVE EQUIPMENT. 5 - TURNSTYLE GATE TO BE REMOVED BY BOEING AND RETAINED FOR REUSE. 6� RETAIN THIS PORTION OF THE 10-65 BUILDING. PROVIDE TEMPORARY WEATHER ENCLOSURE ALONG DEMOLISHED PERIMETER. UTILITY BRIDGE TO REMAIN. ® PARKING CANOPY TO BE REMOVED. (NOT USED) 10 DEMOLISH SKYBRIDGE. 11 DEMOLISH UTILITY BRIDGE. Harris Group Inc. ® 99-10594 SYM REVISION BY APPROVED DATE SyY REVISION BY APPROVED DATE ACCEPTABILITY SPEC FIFICATIONIS IISAAP ROVED DRAWN J. PFEIFER DATE 07.06.99 SUBTITLE PROPOSED PARKING LOT BUILDING DEMOLITION PLAN CURRENT REVISION SYMBOL DATE A UPDATE HGI/RM 07.23.99 CHECKED APPROVED BY DEPT. DATE ENGINEER TITLE BUILDING 10-60 / 65 SITE CIVIL YARD RENTON SHEET K 1OYDC-AR CHEMKEDESH APPROVED JOB NO. COMP NO. APPROVED DWG NO. 10-60-K10YDC-AR 6' 6 d C a LL 11