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HomeMy WebLinkAboutzR-4047 Setw 0 0 DESCRIPTION: W PARCEL A: PARCEL B (cont.1 THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 25, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M., IN KING COUNTY, C7 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: WASHINGTON, DESCRIBED AS FOLLOWS: GRANTEE: THE CITY OF RENTON BEGINNING AT THE NORTHEAST CORNER OF SAID SECTION 25; PURPOSE: PUBLIC UTILITIES (INCLUDING WATER, WASTEWATER, AND SURFACE THENCE SOUTH 00'49'10" WEST ALONG THE EAST LINE OF SAID SECTION WATER) WITH NECESSARY 25, A DISTANCE OF 180.01 FEET TO AN INTERSECTION WITH A LINE APPURTENANCES PARALLEL WITH AND 180 FEET SOUTHERLY, MEASURED AT RIGHT ANGLES TO AREA AFFECTED: AS CONSTRUCTED THE NORTH LINE OF SAID SECTION 25; RECORDED: SEPTEMBER 19, 1995 RECORDING NUMBER: 9509190362 THENCE NORTH 87'15'29" WEST PARALLEL WITH SAID NORTH LINE 20.00 FEET TO AN INTERSECTION WITH A LINE PARALLEL WITH AND 20 FEET C8 COVENANT TO BEAR EQUAL SHARE IN THE COST OF CONSTRUCTION OR WESTERLY, MEASURED AT RIGHT ANGLES TO THE EAST LINE OF SAID REPAIR OF INGRESS AND EGRESS ACROSS A 32 FOOT WIDE STEEL SECTION 25 AND THE TRUE POINT OF BEGINNING; BEAM BRIDGE, EASEMENT FOR WHICH WAS GRANTED OVER ADJACENT PROPERTY BY INSTRUMENT RECORDED UNDER RECORDING NUMBER THENCE SOUTH 00'4910 WEST ALONG SAID PARALLEL LINE 1,038.00 7908160064. FEET TO A POINT ON THE NORTHERLY MARGIN OF SOUTHWEST 27TH STREET WHICH LIES ON A CURVE HAVING A RADIUS POINT WHICH BEARS SOUTH C9 COVENANTS, CONDITIONS AND RESTRICTIONS IMPOSED BY INSTRUMENT 08'27'30" WEST A DISTANCE OF 954.99 FEET; RECORDED ON AUGUST 16, 1977, UNDER RECORDING NO. 7708160764. THENCE WESTERLY ALONG SAID CURVE AND NORTHERLY MARGIN THROUGH A 10. COVENANT REGARDING WETLANDS AND DECLARATION OF EASEMENT FOR CENTRAL ANGLE OF 06'51'00" AN ARC LENGTH OF 114.17 FEET TO A WETLANDS INSPECTION AND THE TERMS AND CONDITIONS THEREOF: POINT OF TANGENCY THEREON; RECORDED: MAY 9, 1991 THENCE NORTH 88'23'30" WEST ALONG SAID MARGIN 440.46 FEET; RECORDING NUMBER: 9105091395 THENCE NORTH 01'01'19" EAST 1,042.04 FEET TO A POINT WHICH 11. NOTICE AND THE TERMS AND CONDITIONS THEREOF: BEARS NORTH 87'15'29" WEST FROM THE TRUE POINT OF BEGINNING; RECORDED: FEBRUARY 21, 1995 RECORDING NO.: 9502210641 THENCE SOUTH 87'15'29" EAST 550.84 FEET TO THE TRUE POINT OF REGARDING: WAIVING THE RIGHT TO HOLD THE BEGINNING; CITY OF RENTON LIABLE FOR FLOODING AND/OR DAMAGES TO SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF SAID PREMISES OR PERSONS ON WASHINGTON. SAID PREMISES FROM SUCH FLOODING PARCEL B: EASEMENT FOR INGRESS AND EGRESS MORE PARTICULARLY DESCRIBED IN THAT CERTAIN EASEMENT RECORDED AUGUST 16, 1979 UNDER RECORDING NO. 7908160064; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. TITLE REPORT REFERENCE: THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY TRANSNATION TITLE INSURANCE COMPANY, COMMITMENT NO. RT-20144168, DATED JUNE 6, 2005. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT. NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED HEREON. TITLE REPORT SCHEDULE B EXCEPTIONS: ITEMS CIRCLED ARE SHOWN ON MAP. 2. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: AN ELECTRIC LINE AND APPURTENANCES AREA AFFECTED: SAID PREMISES AND OTHER PROPERTY RECORDED: MARCH 1, 1966 RECORDING NUMBER: 5994715 THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. C3 RESERVATION OF EASEMENT AND THE TERMS AND CONDITIONS THEREOF: RESERVED BY: OLYMPIC PIPE LINE COMPANY PURPOSE: A PIPELINE EASEMENT AND ROAD AREA AFFECTED: THE NORTHERLY 50 FEET OF SAID PREMISES AND OTHER PROPERTY FOR PIPELINE AND A PORTION OF SAID PREMISES FOR THE ROAD RECORDED: APRIL 21, 1976 RECORDING NUMBER: 7604210264 C4 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: THE CITY OF RENTON PURPOSE: PUBLIC UTILITIES (INCLUDING WATER AND SEWER) AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: JANUARY 24, 1984 RECORDING NUMBER: 8401240273 C5 EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: THE CITY OF RENTON PURPOSE: PUBLIC PEDESTRIAN AND BICYCLE ACCESS AND RECREATIONAL PURPOSES AREA AFFECTED: THE WEST 15 FEET OF THE EAST 40 FEET OF SAID PREMISES RECORDED: OCTOBER 15, 1990 RECORDING NUMBER: 9010151192 60 UNDERGROUND UTILITY EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: PUGET SOUND POWER & LIGHT COMPANY PURPOSE: AN UNDERGROUND ELECTRIC SYSTEM AREA AFFECTED: A PORTION OF SAID PREMISES RECORDED: OCTOBER 17, 1990 RECORDING NUMBER: 9010170946 CONTAINS COVENANT PROHIBITING STRUCTURES OVER SAID EASEMENT OR OTHER ACTIVITY WHICH MIGHT ENDANGER THE UNDERGROUND SYSTEM. Y J. OHO �p pRq y�y �� `� of WA SEAL z - 1969crsT`�° 1� IONAL�1 _ b SITE AND GRADING QUANTITIES: LOT TOTAL SQUARE FOOTAGE: 572,873 SF (13.2 AC) AREA OF WORK: 10,525 SF TOTAL CUT: 32 CY TOTAL FILL: 18 CY TOTAL NEW AND REPLACED HARD SURFACE = 541 SF TROJAN LITHO - UNDERGROUND 800 SW 27TH STREET RENTON, WA 98057 C-1 8006663 I I N I I � I I I I 15 SANITARY SEWER EASEMENT, REC. NO. 9012061035 I p c CD I I I I I I I I I I I I I06 CD I w co I 00 I I rcx - I I :- O z I I I I I 15' SANITARY SEWER EASEMENT. REC. NO. 9012061035 I L— — — — — — — — 24 19 5 30 N.E. CORNER SECTION 25, 180.01' TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. " 50' PIPELINE EASEMENT POINT OF COMMENCING" REC. NO. 7604210264 S 87.15'29" E I S 00*49'10" W S 87°15'29" E 550.84' 20.01' -\I (MEAS. & DEED) &I . 50' WETLAND SETBACK ___1+00 ----4 --- TRUE POINT OF BEGINNING SPRINGBROOK CREEK 15' PEDESTRIAN AND BICYCLE ACCESS AND RECREATION PURPOSES EASEMENT II I I REC. NO. 9010151192 III NEW ABOVEGROUND PROTECTIVE COVENANT TRUCTURE �I FOR GREENBELT II I I EASEMENT REC. NO. 7708160764 T I o0 S 00°49'10" W +00 3+00 I 4+00 I (MEAS. & DEED) � I C31 I I WETLANDS AREA=105,625 S.F. OR 2.4248 ACRES MORE OR LESS NEW WATER EASEMENT FOR EXISTING UNRECORDED WATER MAIN. 800 S.W. 27TH ST CONCRETE TILT —UP PANEL BUILDING 179,154f SQ. FT. 10' ELECTRICAL EASEMERT REC. N0. 9(d10170946 N 88°23'3" W 4 Q45' N 88°23'30" W 1198.86' FOUND 2" PUNCHED — BRASS DISK IN CONCRETE — � S.W. 27TH ST. MONUMENT CASE — — — BUSH, ROED & HITCHINGS, INC. LAND SURVEYORS & CIVIL ENGINEERS 2009 MINOR AVE. EAST (206) 323-4144 ERN SEATTLE, Washington 1-800-935-0508 98102-3513 FAX# (206) 323-7135 NO. 758. 419 REVISION PUNCHED _B R—AS DISK IN CONCRETE 440.46' MONUMENT CASE 100 50 0 100 200 SCALE IN FEET 1 "=100' SURVEYED: JMH DESIGNED: ZJE DRAWN: ZJE CHECKED: TFD BY DATE AP P R 'wPR FD SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY I I I II I I tI II o I I+ COVENANT FOR III I MAINTENANCE OF 32' WIDE STEEL BEAM �o I BRIDGE. EASEMENT REC. I+ i l I I NO. 7908160064 II Il0 II III I I � I to I I o �o I N II I I 13 I I 15' PEDESTRIAN AND I m BICYCLE ACCESS AND L I RECREATION PURPOSES EASEMENT REC. NO. 9010151192 o I s CURVE DATA ICI o I R = 954.99' L = 114.17' I I I I A= 60°51'00" VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M UTILITY EASEMENT REC. NO. 8401240273 11OUND 1-1/2" PUNCHED BRASS DISK IN CONCRETE 42.69' MONUMENT CASE CITY OF RENTON Planning/Building/Public Works Dept. VICINITY MAP SITE NOTES: PROJECT ADDRESS: 800 SW 27TH STREET RENTON, WA 98057 TAX ACCOUNT NO.: 04*4111:mlIIIellQIllI PROJECT CONTACTS: OWNER: TROJAN LITHO CONTACT: NICK POGREBA PHONE: ---- 800 SW 27TH STREET RENTON, WA 98057 SURVEYOR: BUSH, ROED & HITCHINGS, INC 2009 MINOR AVE E SEATTLE, WA 98102 CONTACT: TAYLOR SHULTE, P.L.S. tayors@brhinc.com PHONE: (206) 323-4144 ENGINEER: BUSH, ROED & HITCHINGS, INC 2009 MINOR AVE E SEATTLE, WA 98102 CONTACT: TED DIMOF, P.E. tedd@brhinc.com PHONE: (206) 323-4144 SHEET INDEX: UTILITY CONTACTS: SANITARY SEWERS, STORM DRAINAGE, AND WATER CITY OF RENTON 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7200 POWER AND NATURAL GAS PUGET SOUND ENERGY 10885 NE 4TH STREET, STE 1200 PO BOX 97034 BELLEVUE, WA 98009-9734 (425) 454-6363 (888) 225-5773 TELEPHONE CENTURY LINK 1600 7TH AVENUE SEATTLE, WA 98191 (800) 244-1111 # DWG SHEET NAME 1 C1 COVER SHEET 2 C2 NOTES SHEET 3 EC1 EXISTING CONDITIONS 4 ES1 TESC PLAN 5 ES2 TESC DETAILS 6 HA1 SITE PLAN — HZ CONTROL 7 W1 WATER PLAN 8 RD1 RENTON STANDARD DETAILS IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 DEVELOPMENT ENGINEERING REGIONAL FIRE AUTHORITY APPROVED d Justin Johnson 01/09/2019 cthomas 01/09/2019"°<••yp`` WATER UTILITY Owl rAlbdoul Gafour 01/09/2019 DATE: COVER SHEET 12/6/18 PALLET STORAGE FIRE SERVICE EXTENSION FIELDBOOK: PAGE. 800 SW 27TH STREET DRAWING N0: RENTON, WASHINGTON 98057 C 1 TROJAN LITHO - UNDEGROUND SHEET. 1 OF: 8 R-404701 BRH ENGINEERING NOTES: WATER PLAN GENERAL NOTES: WATER UTILITY NOTES AND SPECIFICATIONS: O 1- 0 W I- 1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON THE CONSTRUCTION PLANS. OTHER CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER DURING CONSTRUCTION. UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT 430-7301. THE POLICE 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING 3• UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND/OR THE OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED 4• THE WORK IN WRITING. (WSDOT SECTION 1-04.7). 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND 5• LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SECTION 1-07.17 APWA SUPPLEMENT). 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURING CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS EXISTING CONDITION. (WSDOT SECTION 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. 6. 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. 6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE PROJECT SOIL ENGINEER AND 7• THE CURRENT GEOTECHNICAL ENGINEERING REPORT. 7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS WALLS AND VAULTS MUST BE PREPARED BY THE APPROPRIATE PROFESSIONAL ENGINEER AND IS NOT A PART OF THESE PLANS. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO RE-ESTABLISH SAID POINTS AT PROJECT COMPLETION. THIS RE-ESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR CORNER RECORD AS DESCRIBED IN W.A.C. 332-120. H' rCh'i ORq� tip, SEAL z 1969 �q I 1 l! CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 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. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINTS) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. J. QF WA . A. , TURVEYED: SCALE: VERTICAL- ruvD 1988 BUSH, R O E D& H I TC H I N G S, INC.I N J MH HORIZONTAL: N A 1983/1991 LAND SURVEYORS & CIVIL ENGINEERS DESIGNED: JE As SHOWN DRAWN: ZJE ONE INCH DATUM 53190 2009 MINOR AVE. EAST 206 323-4144 CHECKED: AT FULL GISTER'�� SEATTLE, Washington 1-800-935-0508 TFD IF NOT 0 SCALE IONAL�1 ORN g SACCORDINGLY ^r� 98102-3513 FAX# (206) 323-7135 NO. REVISION BY DATE APPR APPROVFD SCALE WATER UTILITY NOTES AND SPECIFICATIONS (cont.): 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING 'PIGS" PRIOR TO DISINFECTION. THE 'POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF 'PIG" ONLY. 17. 'PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, 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 CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 20. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 22. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 23. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 24. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 25. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 26. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 27. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS 0 CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Justin Johnson 01 /09/2019 DATE: NOTES SHEET 12/6/18 PALLET STORAGE FIRE SERVICE EXTENSION FIELDBOOK: PAGE. 800 SW 27TH STREET DRAWING N0: RENTON, WASHINGTON 98057 C 2 TROJAN LITHO - UNDEGROUND SHEET: 2 OF. 8 R-404702 RETENTIQNASY�TEY PER- --- -- ----------------------- -- -- - I ' I ` SPILLWA I I 1 _ _ AS -BUILT PLANS DATED 8-1-95 'CITY OF RENT0I4, SHEET C3 OF'13' _ _ _ _ _ (DESIGN) II I 04 - r n SDMHo Z 1(4PVW--S -)12" OUT AIL . _. .. -- .-- .-- .-- .-- .-- -- ------N --.- - .- - .- - .- - .Q a (DESIGN . . . . . . . . . . . . . . . . . . . . - . _ _ -- - ------ - -I et IV__P0ND1 SDMH (FLOW CONTROL) - - . -\-- - J (4" OPENNG WITH GRATE - - ---- --\- -- - - w Ni ON (NEST SIDE CfF aH)' __ (12" CMP RtSEIR OUT'EAST - - - - -- - - TO a 2"- ADS SE). . . . . . . . . • .16' rOND ACCESS .......... ROAD tDE51GN) ' . '- ' I (DESIGN) I L — — — — — - ' OUTFALL I IkINV 24"ADS PIPE -J RTll I SDMH - - BIO-SWALE (DESIGN) - - / � 24"AD PIPL�\ I (48"DIA) I 24"ADS SD 1$"ADS• i 118"TADS $D j i 5 P.S.% 1 P S. - CB I I 18'jADr iD I I I I -16 i P 1i8"/ADS SP 3 I III 1111111IIII I IIII�1 0 o SDMH �D�H 1 I I\ 15' SANITARY SEWER cn (48"DIA) I (SOLID N EASEMENT, REC. I a LID) Q NO. 9012061035 ao ASPHALT ro DO NOT 10"W ASPHALT PL_ ENTER SIGN I SDMH -40--W-�0'�H- -'�% 10"W (48"DIA) - 6"PVC TO ( I I I I I I I I I I 12 s co C. I I CONC. STRIP DRAIN CURB viSTRIP I _ WI A/c DRAIN N ,� PIS. I I CL g I r, RAMP 11 P.�. I PLS. G TE 4 1 gig-- ----------- ---------- -------------- ---------- .-. x-x -• -�-x- I y I STRIP / ///////////// 445.0' //87. CHAIN LINK I L. 1 o I DRAIN / / STRIP - FENCE GATE I I I/�� CONCRETE PAD STRIP ��� 01ELEVATED CONC. oc �j//� DRAIN 1 (I o I j \-BUILDING HEIGHT AT WI IN MLGHANIGAL DRAIN / DOWN PTO PAVEMENT/ I I QI cn I NORTHWEST CORNER UNIT / (TYPICAL) / o CONC.�/ I I l = 32.4 t STEPS '� I SETBACK LINE I Q I (PROTECTIVE COVENANT) I N 9.1' io,01 13 1 a r l COVERED AREA WITH o J I• METAL STORAGE DRUMS, AND STORAGE SHED ) W/ CHAIN LINK FENCE 6" SD I I - i FOR SECURITY , (ROOF DRAIN I PL.I 91 TIGHTLINE) I I I CB„1 CONCRETE PAD FOR I MECHANICAL UNIT W/ CHAIN LINK FENCE FOR SECURITY - 8"PVC j I 800 S. W. 27T I — — 6"PVC SD // C )NCRE TILT—UP- 1/PANEL BUILDING I-- CONCRETE PAD WITH f ' o0/ PICNIC TABLE AND 179,154 i SQ. LJ.I T 1 I LMETAL E FORSMOKEBREAKS/ / / in - - I 6" SD I ( ROOF DRAIN � � 6"ROOF DRAIN - - I TIGHTLINE (R) TIGHTLINE)- � 0 I I I i NO SIDE YARD ACK lo BUILDING SETB Z I I REQUIRED ADJACENT TO I 1 I I cn I /LIKE USE ZONE (IH) I 1 - - I I � � / I o Uj- o I SSMH (48"DIA) I I I (BACKFLOW I $ -I TCb ��I PREVENTOR) '� i 00 _ 6"ROOF DRAIN I 8 PVC 8"PVC SS / TIGHTLINE (R) I - �I / / 6"ROOF DRAIN I 12010 - 365.0 - --------- �j _ _ - TIGHTLINE R CLm B Tj 5 I ;.n I RIP DRAIN' I— OIL C PL' I L6 79 98"PVC I CONC. CONC. Q� PL. 19 P.SI I I PI I--- ----�; ----J CB 88. I PL. %•'.>=:k`;�: CONC. PL. v PL..Q 1 - _ CURB n 2 P.S. I C.W. - III — o I �• I----------------- � Q 15' SANITARY SEWER ` �� 4 I�.S� EASEMENT, REC. ASPHALT PL. PL.I ICBM L 3 �- aN NO. 9012061035 20' BUILDING SETBACK LINE 10' ELECTRICAL EASEMENT© o - - I w REC. NO. 9010170946- 6 I I I I I I I I 12¢ d s I I I I I I I I I l l l l l l I'Sf SI I o — �� � H' rc'yi 61c pip 0/�q� SEAL z 1969 I ►���o As�j��'Q� VJ1UV 0 I D 15' PEDESTRIAN AND BICYCLE ACCESS AND RECREATION PURPOSES EASEMENT Z REC. NO. 9010151192 al I I Icn �0 I 0 PROTECTIVE COVENANT FOR GREENBELT EASEMENT REC. NO. 7708160764 I I I o w w of I Q I I p I O oI o 0 I 0 L� a 01 o� 0 0 .a a WATER VAULT t 13 ELEC. VAULT I PL 40.0 - - - - - - - - - - - - - PL. N 88*23930" W 440.45'� Ssco PL. I I ELEC AVA SS o PL. 6 C.W..-_-- - ECb -.__----_---_----E-6�-----.-��W_-----.-_.------------------ � I CB PL. CB PL. N TS—>•i` 12"W 12"W r CB 12"PVC SS - - r 12 W - — 12"W 12"PVC SSA- 00 _ o CONC. y _� ASPHALT DRIVE i N S.W. 27TH ST. �e SSMH 1� v 04 2"P iv ASPHALT GS��' BUSH, ROED & HITCHINGS, INC. SURVEY JMH LAND SURVEYORS & CIVIL ENGINEERS DESIGN ZJE DRANK: ZJE ORN 2009 MINOR AVE. EAST (206) 323-4144 r CHECKED: SEATTLE, Washington 1-800-935-0508 TFD 98102-3513 FAX# (206) 323-7135 NO. REVISION BY DATE APPR APP FD 34.5 �L ECb Vc— r _ WOOD & CONCRETE BRIDGE OVER CREEK COVENANT FOR MAINTENANCE OF 32' WIDE STEEL BEAM BRIDGE. EASEMENT REC. NO. 7908160064 0 15' PEDESTRIAN AND BICYCLE ACCESS AND RECREATION PURPOSES EASEMENT REC. NO. 9010151192 CURVE DATA R = 954.999 L = 114.17' A = 6'51'00" 24"C PIPE OUTFALL 7' x 10' CM P CULVERT CONCRETE BOX CULVERT STRUCTURE r 12"W CONC. ~ 1 .L42„W i DRIVE SDMH 4 12"pV (54"DIA) I I 1 UTILITY EASEMENT C SS 1 REC. NO. 8401240273 SCALE: AS SHOWN HORIZONTAL- °'>'�9s' CITY 0 F TV RENTON ONE INCH DATU M AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY �T 50 25 0 50 100 SCALE IN FEET 1 "=50' IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING % % IL Justin Johnson 01 /09/2019 %J EXISTING CONDITIONS 12/6/18 PALLET STORAGE FIRE SERVICE EXTENSION name". 800 SW 27TH STREET PAGE DRAWING N0: RENTON, WASHINGTON 98057 EC 1 TROJAN LITHO - UNDEGROUND SHOO 3 OF: 8 R-404703 - - - - - - - - - - - - - - - - � o i L----------- I I I I %2 AD9 PIPE \\"Pb \� O WETLAND BOUNDARY r. W / BIO-SWALE (DESIGN) � / I \ I CATCH BASIN FILTERS A \ ------------------------------------ (TYP.) ES2 • I \ \ 24"ADS SD NEW CURB (TYP.) / / / I \ I -SDMH 50' WETLAND BUFFER - ---------------------------- I (48 DIA) J \ I P L _ _ _ , � � I \ � � -- _ _ PROTECT EX CURB 12" ADS SD 12" SD i��������1�� 1•it•1.1•tiii�>•>•>•il■1■>•ii ��- - - - - - - - - - - - - - - - - - - - - - - - - - - --- 3I0 I I--I---I- - LA U C B r� II�------- 18" ADSD ,SMH I 5 P.S.11 �.s EX CURB TO BE - -- I -I----�" (48r DIA) Ir�-------------VNWW t--1 REMOVED (TYP.) ------- ____8 s_ PROTECT EX 1 116 P.S.FIRE HYDRANT AREA FOR PALLET STORAGE � II LIMITS OF NEW ABOVE -GROUND SHED I I STRAW WATTLES AS NECESSARY TO I STRUCTURE I B I NI PREVENT CONSTRUCTION STORMWATER------------------------------------- of ES2 FROM LEAVING CONSTRUCTION AREA Q, � I 15' SANITARY SEWER I 01 EASEMENT, REC. NO. 9012061035 I I I I , ASPr,,,, � �-rrIHLT I I I-- I�-10-W- I 10"W - - - - 10"W 10 "W R I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CONC. ,` •.. I I I I I I .. • ..:, •`'•.a .,�'.., >' '.�:� I I I I I I I 128 P.s.l I I I I I I I I I I I DO NOT . I I I I I ENTER SIGN .�.� : `�;� •<��: •• .: •`; °. I I I I I I I I I I I I •'�• I I I I I I I I I I I I I I I I I I I I •: cortc �i'U�� . ': S. MH y• i• vi --r- I - ----- f : lit :r.. :.. PRO-TEC-T -EX -S-TRIF( "DIA) A/C IPQR{RAMP DRAINS W/ FILTER --I --I -- II II II III �I 11 P.sI6"PVC TO STRIP DRAIN FABRIC (TYP.) 11 IP.s. IwSTRI DRAIr DRAIN�-I--L--1--LA 9 Sti I I I 7 I DAIM TRIP S. 19 ! STRIP DRAIN I 1c�i 0 R D / I C NI L I X X-X-XCHAIN LINK____f F1 -I- � T S O T P E N (T .) p• L. FENCE GATE I I I 11 GENERAL CONSTRUCTION SEQUENCE: 1. HOLD THE PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION, IF REQUIRED. 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 6. CONSTRUCT SEDIMENT TRAP. 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) CALLED OUT ON THE PLAN SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX 'D' OF THE 2017 RENTON STORMWATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 9. RELOCATE EROSION CONTROL MEASURES, OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 11. STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 12. SEED, SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 13. USE PERMENANT STORMWATER DETENTION AND WATER QUALITY FACILITIES TO CONTROL CONSTRUCTION STORMWATER ON -SITE FOR THE REMAINDER OF THE CONSTRUCTION SCHEDULE. 14. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS IF APPROPRIATE. St H' rch'i 0 R,9� tip, SEAL z C 1969 �gSl�1NG�� ST� 1 �`SSIONAL '00 _ b EROSION CONTROL NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 9. IF NECESSARY, A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 8 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. 10. DEVELOPER TO REMOVE ALL SEDIMENT CONTROL DEVICES AFTER CONSTRUCTION IS COMPLETE. BUSH, ROED & HITCHINGS, INC. LAND SURVEYORS & CIVIL ENGINEERS 2009 MINOR AVE. EAST (206) 323-4144 ORN SEATTLE, Washington 1-800-935-0508 98102-3513 FAX# (206) 323-7135 w REVISION SURVEYED: JMH DESIGNED: ZJE DRAWN: ZJE CHECKED: TFD BY DATE APPR APPROVED: TFD CONTRACTOR NOTES: 1. CONTRACTOR TO PREVENT ALL CONCRETE WASH FROM ENTERING STORMWATER SYSTEM. ALL CONCRETE WASH SHALL BE DIRECTED TO FORMED AREAS AWAITING CONCRETE OR ASPHALT. 2. CONTRACTOR SHALL LIMIT DUST GENERATION AND SPRINKLE UNCOVERED AREAS AS NEEDED. 3. THIS PROJECT IS SUBJECT TO RAINY SEASON REQUIREMENTS. SPECIAL APPROVAL FROM THE CITY OF RENTON IS REQUIRED TO BEGIN OR CONTINUE CLEARING AND GRADING ACTIVITIES DURING THE RAINY SEASON (OCTOBER 1 THRU APRIL 30) 4. ALL SLOPES ON SITE SHALL BE MAINTAINED AT MAXIMUM 2H:1V 5. SEE LANDSCAPE PLAN L1.0 FOR TREE RETENTION PLAN LEGEND: STRAW WATTLE CATCH BASIN PROTECTION LIMITS OF CLEARING FOUNDATION EXCAVATION LIMITS -7 I I I SDM I � (soUD LID) X 20 10 0 20 40 SCALE IN FEET 1 "=20' IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Justin Johnson 01/09/2019 0 SCALE: DATE VERTICAL* AS SHOWN HOR NTAL ND1983/11991 CITY OF TESC PLAN 12/6/18 `+ RENTON PALLET STORAGE FIRE SERVICE EXTENSION FIELDBOOK: 800 SW 27TH STREET PAGE. ONE INCH DATUM • DRAWING N0: AT FULL SCALE Planning/Building/Public works Dept. RENTON, WASHINGTON 98057 ES 1 IF NOT ONE INCH SCALE ACCORDINGLY TROJAN LITHO - UNDEGROUND SHEET: 4 OF: 8 R-404704 N N W N W W Z Q d O (� Z w Z (� Z w N O O N I H' rCh'i ORq� tip, SEAL z m 1969 �q I�c�' I I I j 15' SANITARY SEWER EASEMENT, REC. NO. 9012061035 I I I IOW I I IDO NOT ENTER SIGN I I —W-t- X- —X—X—x — CHAIN LINK FENCE GATE II 10" — — — — — — — — — — — — — — — — I� tA�V I L - - - - - - - - - - - I I i I 2 AD9 PIPE — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — -- r�— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---- BIO-SWALE I I I / BIO-SWALE (DESIGN) / A INSTALL NEW 6 CURB — — WETLAND BOUNDARY \\ I SDMh APPROXIMATE LOCATION OF NEW FOOTINGS (TYP.) 50' WETLAND BUFFER I \ 24 ADS SD _ 1 OFF NEW STRUCTURE I y (4e"DIA) PROTECT SURROUNDING EXISTING ASPHALT I \ �-L----------- - — I - - - - 12 ADS Su ---- 12" SD ----' 6.00' CB I I I I I REMOVE EX CURB: :�—}�------ —------- is^ ADS --1=O0' --,+----I---r--1--�- " �H o—--I---r sDI--1--��� I 5 P.s.l I I I 11 F.S. ,; _ � SD _ (48r DIA) I ' ',',' I I I I I I I I I I I o FA. HMA o �I B HMA ASPHALT PATCH A". —7 SDM (SOU LID) NI 3" HMA / 6" ROCK I �::::.; 160.00' I I I QI — OR MATCH EXISTING IF GREATER �I SAW CUT LINE I I t: :;•a NEW FIRE SERVICE I SEE WATER PLAN ASPHALT I I r--�---- .-A-:1-------------------J L_- ��rrIHLT ---�r:::.q------------------------------- — � i-K. a ---I — --------------------- I - I - I - I I - I - I I -I I - I - I - I I- I- —I - -----------— --- - 10"W o"w ----------————— ————————————————— — — — — —— — — — ——1o"W 80.75 ------—--— - I I :� .; .'•:'� �'°••'. '• '.�°' I I I I I I I I I I I I I I I I I I I I CONIC. I I •'. I I I I I I I .. .:, •`'•.a .,�'.., •'�� . I I I I I28 P.s.l I I I I I I I I I I I I I I I I I I � .. .°•. �� r.. � •��� • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I � I ._ ~� I I I I I I I I I I I I I I ..1•. .: GONC �i'UR� �. f•'• 4 f S. MH 1: s' '' 0 ( A/C 1 "DIA) f: ••..°... ' ,'. - II 1 RAMP rM 11 P.SI6"PVC TO STRIP DRAIN .-SHIP .QDRAII -1--1-1L�1—L—L STRI SIP DRAIN 'A: i. e o I 11a OC RNI L D I / I 1N 1 NOTES: 1. CURB SHALL BE ANCHORED TO EXISTING PAVEMENT BY EITHER STEEL TIE BARS OR ADHESIVE IN CONFORMANCE WITH WSDOT/APWA STANDARD SPECIFICATION SECTION 8-04. JOINTS SHALL BE SPACED AT TEN (10) FOOT INTERVALS AND IN ACCORDANCE WITH KC ROADS STANDARD FIGURE 3-001. 2. EXTRUDED ASPHALT CURBS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT/APWA STNADARD SPECIFICATION SECTION 8-04 AND ANCHORED BY MEANS OF A TACK COAT OF ASPHALT EXTRUDED CONCRETE CURB DETAIL SCALE: 1" = 1'—O" 3" AC PAVEMENT 6" CRUSHED ROCK BASE MINIMUM 12" COMPACTED NATURAL SOIL OR STRUCTURAL BACKFILL ON -SITE HEAVY-DUTY PAVEMENT SECTION SCALE: N.T.S. \ I I I 1 I I IN 0 I� I I I I I I I I STRIP DRAIN � 'FAT x XTX—Ix x—xt 20 10 0 20 40 SCALE IN FEET 1 "=20' SURFACE NOTES: v TOTAL NEW AND REPLACED HARD SURFACES = 541 SF HMA FOR TRENCH AND LANDSCAPE = 433 SF REPLACED SURFACE FOR FOOTINGS = 108 SF IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Justin Johnson 01 /09/2019 J ' G ZIT WA. SURVEYED: SCALE: • DATE: BUSH, R O VERTICAL- ruvD 19eeHORIZONTAL: NAD 1983/1991 12 6 18 AS SHOWN CITY OF SITE PLAN - HZ CONTROL / / - LAND SURVEYORS & CIVIL ENGINEERS DESIGNED: JE REN TON PALLET STORAGE FIRE SERVICE EXTENSION FlELD900K: DRAWN: PAGE: zJE 800 SW 27TH STREET DRAWING N0: 53190 2009 MINOR AVE. EAST 206 323-4144 ONE INCH DATUM CHECKED: AT FULL SCALE H A 1 ctsTT�`�o '� ORN SEATTLE, Washington 1-800-935-0508 TFD Planning/Building/Public Works Dept. RENTON, WASHINGTON 98057 ION AL �' �l � g IF NOT ONE INCH r� 98102-3513 FAX# (206) 323-7135 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TFD TROJAN LITHO - UNDEGROUND SHEET: G OF: O R-404706 0 LU H' rCh'i ORq� tip, SEAL z 1969 �q�Fl 1 NG�� 15' SANITARY SEWER EASEMENT, REC. NO. 9012061035 CHAIN LINK FENCE GATE — iir I I I IDO NOT �I ENTER SIGN I� I I I I —W_t— I kx—X—X I — I I 1— — — — — — — — — — — — — — — — I � I I I I��• I \�9 \ \ %V�ERTI \ems 24�1 PIPE \i1'O \ L — — — — — — — — — — — I i \ i - - - - - - - - - - - - - - / / \/ - I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---�/ / i r---------------------------------------- I � I I / BIO—SWALE (DESIGN) I,------------------------------------ — r \ I SDMH 50' WETLAND BUFFER I \ 24"ADS SD / (48"DIA) _ J ----------------- 1\ — — I I I I I I I I I I I sDI�H I I I I F.D.C. �,. ..�--------------• I (48r DIA) 15 P.S.I i I �.S •'`i -- I I I I I I I INSIDE BUILDING DETECTOR CHECK I: I I VALVE ASSEMBLYM//7/ I I I PER RENTON STD PLAN 360 5 I I � u 1 N39 LF 6" DI I P.I.V. �I W/ BOLLARDS �I I Q1 I I I ----------------------------------------I--� 00 I 1+00— —I----- — - — io"w — — - INSTALL POLY PIG STATION I i • • • ' . i I 1 N6 VERT. CROSS (FLxMJ) I I 1-BLIND FLANGE ON TOP W/ 2" TAP AND 2 PLUG I I I 1-BLIND FLANGE ON BOTTOM 1-PLUG (MJ) W/ 2" TAP & 2" BLOW —OFF I • • • . . •i I 1-TEMP. CONC. BLOCK I I . ' ' . ' i I --------------J�- I I I I I r I I . O .I f .O I I I I• I INSTALL TEMPORARY 6" CAP (MJ) AND . •I TEMPORARY 2" BLOW —OFF ASSEMBLY W/ TEMPORARY THRUST BLOCKING I I F I •I - - - - - - - - - - - - - - - - - - - - �- -- --- - -- - - -- L----- -J TESTING DETAIL CONNECTION DETAIL SCALE: 1 " = 5" J. ASxj �Lq� BUSH, ROED & HITCHINGS, INC. LAND SURVEYORS & CIVIL ENGINEERS 2009 MINOR AVE. EAST (206) 323-4144 ORN SEATTLE, Washington 1-800-935-0508 98102-3513 FAX# (206) 323-7135 era N39 LF 6" DI A 2+00 ■- - - - - - - - WETLAND BOUNDARY 116 P.S. � I I I SDM (SOU LID) I I I I I I I ASPHAL- I I I I I I I STA. 4+74.6, 0.0' — — — — — — — — — — - I— — — — — — — — — — — _ _ _ 3+00 4+00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- ——— — — — — — — I I STA. 4+81.3, 0.5' L --------------� .I REMOVE POLY PIG STATION AND INSTALL 2N6" SPOOLS 1N6" SLEEVE r I I I I I I I I I I I I I I I - - - - - - - - - - - - - - - - -- - ---.-.---- - j - - - - - - - -- REVISION FINAL DETAIL SURVEYED: JMH DESIGNED: ZJE DRAWN: ZJE CHECKED: TFD BY DATE AP P R APPROVED: TFD SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 20 10 0 20 40 SCALE IN FEET 1 "=20' -- -I v IN COMPLIANCE WITH CITY OF RENTON STANDARDS [DEVELOPMENT ENGINEERING rLEcthomasOl/09/2019 AL FIRE AUTHORITY r� ^Tol+PPROVED istin Johnson 01/09/2019 WATER UTILITY Abdoul Gafour 01 /09/2019 DATE: HORIZONTAL- N D 1983/1991 CITY 0 F WATER PLAN 12/6/18 RENTON PALLET STORAGE FIRE SERVICE EXTENSION FlELDBOOK: • � 800 SW 27TH STREET PAGE. DRAWING N0: DATUM Planning/Building/Public Works Dept. RENTON, WASHINGTON 98057 W l TROJAN LITHO - UNDEGROUND SHEET: 7 OF. 8 W-404701