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HomeMy WebLinkAboutzR-4131SetT co T 1 0 I r) LLI W W H J J W O n IN THE AS-BUILTS THIS NUMBER(S) SHOULD GO INTO THIS BOX. (ADDITIONAL BOXES CAN BE MADE IF NEEDED) TYP ALL PAGES 1:A fit 0 is I Project Notes 1. 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 SEC. 1-07.17 APWA SUPPLEMENT). THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND THE METHODS OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. 2. 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. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING ESTABLISHED SAID POINTS AT PROJECT COMPLETION. THIS REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO RECORNER RECORD AS DESCRIBED IN W.A.C. 332-120. 4. CONTRACTOR SHALL MAINTAIN A 3 FOOT MINIMUM HORIZONTAL CLEARANCE FROM THE WATER MAIN AND OTHER UTILITIES (i.e. GAS, CABLE, POWER, ETC.). IF SAID CLEARANCE CANNOT BE MAINTAINED EXACT MEASUREMENTS TO THE UTILITY LINES MUST BE IDENTIFIED ON THE AS -BUILT DRAWINGS. 5. SCHEDULE WITH CITY (72 HOURS MINIMUM NOTICE) FOR WATERMAIN SHUTDOWN. 6. UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NOT A GUARANTEE THAT ALL UTILITY LINES ARE SHOWN OR THAT THE LOCATION, SIZE, AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS, INTERFERENCE'S OR CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 1-800-424-5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. Construction Sequence: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS 1-800-424-5555. 3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. 4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. 5. INSTALL SEDIMENT CONTROL DEVICES PER DEMOLITION AND T.E.S.0 PLAN, SHEET C1.00. 6. INSTALL UTILITIES AND ALL SURFACE IMPROVEMENTS. 7. VEGETATE AND STABILIZE SITE. 8. CLEAN SITE AND WORK AREA INCLUDING ALL STORM DRAINAGE SYSTEMS. 9. REMOVE TESC MEASURES WHEN SITE IS STABILIZED AS AUTHORIZED BY CITY ENGINEER. 0 0 Cl U OV WA,," I� ✓+ - 1 L 0 39871 � T E E�G� W AL /10 NO. Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) WELL FIRE SERVICE 947 Powell Avenue SW Renton, Wa 98057 Permit Set June 10, 2020 Vicinity Map NTS j VICINITY MAP Legend 4 947PowellAveSN aDor e n i I SEPARATE PLANS AND PERMITS SHALL BE SUBMITTED TO THE RENTON FIRE AUTHORITY FOR THE INSTALLATION OF ALL PIPING DOWNSTREAM OF THE BACKFLOW VAULT. SURVEYED: SCALE: KAP DESIGNED: KNK DRAWN: BTD ONE INCH CHECKED: AT FULL SCALE KNK IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: KNK SCALE ACCORDINGLY Civil Engineer COUGHLIN PORTER LUNDEEN 801 SECOND AVENUE, SUITE 900 SEATTLE, WA 98104 (206) 343-0460 CONTACT: KEITH KRUGER, PE Surveyor PLS, INC. 1375 NW MALL STREET, #3 ISSAQUAH, WA 98027 (425) 425-3139378 CONTACT: KURT PARCHER, PLS Sheet Index C0.00 COVER SHEET C0.10 NOTES SHEET C1.00 DEMOLITION & TESC PLAN C2.00 PAVING PLAN C2.10 PAVING DETAILS C3.00 WATER PLAN C3.10 UTILITY DETAILS C3.20 WATER PROFILE U Q J Legal Description Civil Abreviations PER CHICAGO TITLE NO. 1354161 CB CATCH BASIN CONC CONCRETE LOT 1, CITY OF RENTON SHORT PLAT NO. LUA-06-149, SHPL-A, COR CITY OF RENTON RECORDED UNDER RECORDING NO. 20070410900009, IN KING DEMO DEMOLITION COUNTY, WASHINGTON ELEC'L ELECTRICAL EVA EMERGENCY VEHICLE ACCESS EX EXISTING H HORIZAONTAL IE INVERT ELEVATION L LENGTH Horizontal Datum MAX MAXIMUM MID MIDPOINT NAD 83/91 (ASSUMED) MIN MINIMUM NTS NOT TO SCALE Vertical Datum PC POINT OF CURVE NAVD 88 PI POINT OF INTERSECTION PSE PUGET SOUND ENERGY Basis of Bearings g PT POINT OF TRANSITION R RADIUS STA STATION STD STANDARD Benchmark TYP TYPICAL V VERTICAL VC VERTICAL CURVE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION Site Information SITE INFORMATION TOTAL SITE AREA: 35,000 SF (0.80 AC) PARCEL NUMBER 918800-0070 �Ren on O Markup Leaend RED Required Revisions BLUE Recommended Revisions GREEN Items to be Deleted PURPLE Advisory Only VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM V`R] CITY OF RENTON Planning/Building/Public Works Dept. R-413101 W IN COMPLIANCE WITH CITY OF RENTON STANDARDS U DEVELOPMENT ENGINEERING REGIONAL FIRE AUTHORITY 7(S-. •-F� APPROVED W Nathan Janders 07/29/2020 ' U7 cthomas 07/29/2020 W WATER UTILITY . r CURRENT PLANNING L M.Mitchell 07/28/2020 amorganroth 07/29/2020 J DATE: W 947 POWELL FIRE SERVICE 06/10/2020 RENTON, WA nELDBOOK: O PERMIT SET PAGE: COVER SHEET DRAWING N0:CO.00 SHEET: 1 OF: 8 T (M IT- C) Nt we Iff 111 U_ Lij Cn I..LI H J J 111 O n r\ 0) i w Erosion And Sediment Control (ESC) Notes (City of Renton Standard Plan 268.00) THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OF PROPERLY. ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS 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. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. Water Utility Notes and Specifications 9. THE ESC BMPS 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 APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS 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 APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1 ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1 ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1 ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 10. THE TWO 2-1/2-INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. OF RENTON. 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 PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE 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 JOINT. 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 JOINT(S) 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). 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. 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. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS' NOTICE IS REQUIRED FOR SCHEDULING 21. TWENTY-FOUR (24) HOURS' NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 1� • k� ,h WA 39871 ""CISTV,VLI� �1 ZONAL /10 n REVISION 24. 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. 25. 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. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. 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. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. 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. i FEEWIT--51 SURVEYED: SCALE: KAP DESIGNED: KNK DRAWN: BTD ONE INCH CHECKED: KNK AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY APPROVED: KNK VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 + CITY OF RENTON DATUM Planning/Building/Public Works Dept. R-413102 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Nathan Janders 07/29/2020 947 POWELL FIRE SERVICE RENTON, WA PERMIT SET NOTES SHEET 06/10/2020 PAGE: CO. 10 SHEET: 2 OF: 8 U Q J w U_ LU Cn W H J W O 0- Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) TM L" ) T I 0 w w U_ LU U) w IIr H J W O n a a - Jv \02 6 3 IV 222 L026 6� 333 UGP 14 62.60 59 65 72.07 08 22.402:35 2222.3822.88 2264°22.48\ \ \ I I I II 22.46 / I • 8 a � � I o I R s 23. 2 Q 1.0 51 a 21.2� I 22.52 // a 22.7°e JVQ ` I / 21 1 01 1 \ V I °23.05 21. .9 v1 / I 22.7311.10 a / 21 05 \ I INSTALL CO STRUCTION FENCE/ 4 0. 5� / 6'7I I 1 6 PVC SSCO / I 6'6° L _ �6 8 4 \LD I II 6 5 a V 1 / a I I .SS 2`�.89 I Q 0 7 H2❑�6- H20 121H�L� �.�9.9( _ - S2. - - SAWCUT AND REMOVE / H .5 �T y 8 EXISTING ASPHALT TO INSTALL NEW LANDSCAPE ISLAND I \ / /i � a \ M2.05 23.07 a ve 2.16 r I ILLEGIBa \ / L€GIB€- ° / IS±UT AND PAINT ARK \I/ - �A4-4T� AR K- - \\�� � � �1 \ J / EIS ING CUR \\ \\ 21 \I\ \\ \ 22.3 a C R��C I \ \\\\\\�` - 23 ® 22. 4 S EDETAL� 0 87 ® ° NEW OW R BB�O-I T44 H2'0 120 Hz®22.751 PROTECT EXISTING FH I Q / -- - -- -- - 272�S .72 I 0 .12- 8'31z .58FR 1. , '� 20.93 - ® 22.35 I- - - ® 22� 21�0� UG 1 0 L\/ 3,9„ 7 a° I l�G \ J -21.46 \ © 2 8 2.76 I �2,89 89 f I vv 2! Z 9 ° 2 .87 .34, I a 4 1 ILD J SAWCUT EXISTING ASPHALT v): '�7 I AND CURB TO INSTALL NEW�44 �&&7- I 3"PVC SSCO 2 7 POWER •21. 74 i 3"PVC SSCO % /\ a + SAWCUT EXISTING ASPHALT Q 0.13 I SAWCUT EXISTING CONCRETE J AND CURB TO INSTALL NEW 2 .77 22.69 WALK AND CURB TO INSTALL WATER LINE a 1 ® 22.33 NEW POWER I i SAWCUT EXISTING CONCRETE Q I � REMOVE EXISTING i WALK TO INSTALL NEW WATER ccr," 1.49 LANDSCAPE TO INSTALL NEW i LINELD a `p WATER LINE I 2 .75 10 66 4 / 2(.47 / 0 LD I I / I .98 a •22.75 I I \ 0�?2.68 A %I \\ 0221.63 1 a I 22.69 i ----------- ----------------------------J 022.-7T-------- -� o�274 22 75------ 0 7769----------- 2��T------ 22W 23.0 ° d a I :D) .64 39871ST 1 ��sloNaL n 0 /10 N 0. REVISION SURVEYED: SCALE: KAP DESIGNED: KNK DRAWN: BTD ONE INCH CHECKED: AT FULL SCALE KNK IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY KNK i \ 21.74 Z6 �1.86 Q V) Q VERTICAL- NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M 20.37 I I 20.96 / I CITY OF P"RI RENTON Planning/Building/Public Works Dept. 14,A 0 5 10 20 SCALE 111=10' Legend N 79°33'06" E - 46,81' PROPERTY LINE SAWCUT LINE REMOVE CURBING REMOVE ASPHALT PAVEMENT REMOVE CONCRETE PAVEMENT DEMOLISH BUILDING Existing �> REMOVE TREE(S) FENCING R-413103 U Q J w U IN COMPLIANCE WITH CITY OF RENTON STANDARDS > DEVELOPMENT ENGINEERING LU �- I..LI Nathan Janders 07/29/2020 ' (n W LL J J 947 POWELL FIRE SERVICE DA 06/10/2020 U-1 RE N TO N , WA FIELDBOOK: PERMIT SET PAGE O DRAWING N0: DEMOLITION AND TESC PLAN C I SHEET' 3 OF: 8 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) T M T 1 O I 0 W DocuSign Enve" ID: 6EECFSB6.602A-4E4A-B436-A317AA638878 SANDBAGITYP.) 0'MA( TOE IN SHEETING IN 4- A 4- MIN. TRENCH J 10'MAX W U rr PROVIDEENERGY DISSIPATION W / AT TOE IF EROSION IS LIKELY —/ 0 W NOTES: 1. CONDRIONS OF USE J I] PLASTIC COVERING MAYBE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 3D DAYS. J 1.2. PLASTIC IS PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES 1.3. CLEAR PLASTIC SHEETING MAY BE USED OVER NEWLY' -SEEDED AREAS TO CREATE A GREENHOUSE EFFECT AND ENCOURAGE GRASS GROWTH. CLEAR PLASTIC SHOULD NOT BE USED FOR THIS PURPOSE DURING THE SUMMER MONTHS. W 1.4. THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY RUNOFF SUCH AREAS INCLUDE STEEP AND UNSTABLE SLOPES. 2. DESIGN AND INSTALLATION SPECIFICATIONS S 2.1 PLASTIC SHEETING SHOULD HAVE A MINIMUM THICKNESS OF 0 06 MILLIMETERS 22. IF EROSION AT THE TOE OF A SLOPE IS LIKELY. A GRAVEL BERM, RIPRAP. OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE O OF THE SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF 2.3, TIRES, SAND SAGS, OR EQUIVALENT MAYBE USED TO WEIGHT PLASTIC 1,4 SEAMS SETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12 INCHES AND BE WEIGHTED OR TAPED. In3. MAINTENANCE STANDARDS 3.1, TORN SHEETS MUST BE REPLACED AND OPEN SEAMS REPAIRED, 3.2IF THE PLASTIC BEGINS TO DETERIORATE DUE TO ULTRAVIOLET RADIATION, IT MUST BE COMPLETELY REMOVED AND REPLACED 3.3. WHEN THE PLASTIC IS NO LONGER NEEDED, IT SHALL BE COMPLETELY REMOVED. �T V I UNLESS OTHERWISE NOTED. DRAWING 15 NOTTO SCALE (NTS; STD. PLAN - 223.30 PUBLIC WORKS rpmPLASTIC COVERING G DEPARTMENT GAZ 9/28/2018 :45 AM GATE NTS NTS NTS COR Std Plan 213.30 Not Used Not Used Not Used 3 Plastic Covering DocuSign Envelope ID: 6EECFSB6-602A-4E4A-B436-A317AA638878 5^ MA%. DRAINAGE GRATE TRIM GRATE FRAME C_ OVERFLOW BYPASS BELOW INLET ORATE DEVICE SEDIMENT AND DEBRIS FILTERED WATER SECTION VIEW DRAINAGE GRATE RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) 41 cl Q I OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: I PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN WO FEET OF A DISTURBED OR CONSTRUCTION AREA. UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3- THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE- 5- THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL T PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION "1.3(15) B. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED DRAWING 15 NOTTO SCALE INI �. STD. PLAN - 226.30 PUBLIC WORKS CATCH BASIN INSERT �P D 9/28/2018 1 :45 AI DEPARTMENT GAZ GATE NTS NTS NTS Std Plan 216.30 N Not Used 5 Not Used 6 Not Used 7 Catch Basin Insert 8 0 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 3 DEVELOPMENT ENGINEERING a Nathan Janders 07/29/2020 0 a R-413104 �K� OV �9 SURVEYED: SCALE: DATE: �. VERTICAL, NAVD 1988 KAP 947 POWELL FIRE SERVICE � •„ _ ? DESIGNED: HORIZONTAL: NAD 1983/1991 ` 06/10/2020 CITY OF FIELDBOOK: KNK RENTON RENTON, WA PAGE: N i • °""W"' PERMIT SET 0� 3987� O BTD ONE INCH DRAWING N0: CHECKED: DATUM AT FULL KNK IF NOT ONE INCH TESC DETAILS Planning/Building/Public Works Dept. C I • 10 SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: SHEET:4 OF:8 KNK Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) X Q J w U_ LU 0 W cc J W O 1. — T (M T 1 0 I W Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) M a J W U_ w W w H J J W 0 n T M T 1 I W LU U_ w w cc H J J w NTS NTS NTS NTS 3: Not Used Not Used 2 Not Used 3 Not Used 4 O n slDfW" FINISHED GRADE 12" SAWCUT, TACK AND MATCH RAISED EDGE DETA L /l1 LEVEL --{ 1' ExTA�0SQEWALKTRAPCShrISE %--V t -ir xa- EX ASPHALT FULL DEPTH V J 172' 6W9 fl ,IG]IHrS TO INCLUDE RNSED ECGE-1 TYP1 WHERZ APPLICABLE Rau plr:G � - 1 MrPH) A ITYp.I FOftCURBQETAIL9 .` •+• , r I 1.d11i SEE STl7 PIAN 191 r� rllxl#t � �.•. ,� a- �`s' ��.,:._+ti ,"`'T. •.''�'"'STING ROAMAs�sY I...`•{ . ;,� .. • • �. � �„�;;.�:. ooDDoO �o o a° �O ao� ao� 0�0 00 0 0 SEERAISM[ED E -. - 1,41F SIDEWALK DETNL-TrfOBHH TYPFCrLUNDER CRUSHEDSURFACINDTOFCOURSE STC} AuICUT Miff 57DEWALK OK. n. 10 45% VMFI--D PROCrORJUNLE W17-H RAISED EDGE EIYCNN EFI) TY CAL NDIER ALL8Y CUTTr;ER1 IDEWA f_ LIM1 STO LIR CGiR9: trx {tHj �. mrnf �tm�aao�s+ALx csrc rr�•nEa CVRM a OLn iER TO a r+ntxu+Cbs AEi zpx , re1lCURearr�us o 1.sx a sE wwas�'r INGRR°IA0wVEAAYCRLISHE11ROCK I I I I I I 1 SEE STD T7NJ i o1 ALL CURB dOVTTM ; EXISTING ASPHALT �FIN[SrILD GRAUE 1'11.�iJ BEL94M1I / III=III=III = = =III=III= �r Q` ux ' TOP OFCONCRETFsuRFACE `%� AoJacErur Toau�S MIFi — III— III — III III III III III — III — EX UNDISTURBED PAVEMENT r.Cr 11 07 III=III=III H= = =III=III=III o% SUB -BASE MUST BE COMPACTED DING r'X ('"} aj TO 95% MAX DENSITY PER ASTM D 1557 pox � 1$* s�� a �„ ��s I I=III=III=III I I=I I =I I =III=III=III /��� 0 j BRIDGE ORPEDE5THvuw S' ►`". r•"'� � 3" HMA CLASS 1/2-INCH RAII I'M CURB "ETAILS ADJACENT TO CURB BARRIER - SEE -SIDEWALK MESMPLAN 1.01 IsTEPPFJLL SLOPE,4i 2" CRUSHED SURFACE TOP COURSE COMRACTPLA45",-----WALL OR UARR-ER COMPACT TO 95% MAX DENSITY } I 1R �1tiiR.{TYP.1 — SMEWALK SUBGRADE 4" CRUSHED SURFACE BASE COURSE FL �f I rt ix T •- 1fr• Nj R COMPACT TO 95% MAX DENSITY VERTICALYYALL- •-�:' S` M" NJ PREMCXUD7t__ 12" (MIN) STRUCTURAL FILL AS REQUIRED OR JbINTF"`x� EXISTING SUB -GRADE COMPACTED TO 95% ADJACENT TO CURB MD RAILING OR WALL MAX DENSITY PER ASTM D 1557 P 1. OE JOINT FILILER FOR 51 DUFFiR STMP ra�ATx1eN-r 51D€wAL1c SIDEWALK ADJACENT TO WALL DETAIL tihIzOTHER 51 nLrw" {BEE NOTE tq NTS $` I� S 5%MIN Standard Asphalt Paving Section NTS NTS Not Used Not Used _ _ F�{��°��� p g 1.5Y. 1-5x. M44 9t:E STl7 PLWJ iqt + r -- � .V �-WIDFtiSMOI}TH � rRovraFp 1�17yA�R FINISHED GRADE 1o1 SURFACE r,1O1F,0H0iF►ICRETE PAVED �fi' �'•� � �'�� rEr.1EHTaaNcacrEcL� ti MIRE AND CUTTER SHOW ADJACENT TO BUFFER S rRlfi FORMIRO DOA&S up - SE E Sim PLM 101 ,7 SLOPE VARIES R=1" 2� ue`ra 11+- NOTES ASPHALT PAVEMENT r- Four igpt 41 the 61dq+va111 width 5hat1 be the minlmum peeaslrlan IN ALK ONLY` r �•E n4c"5161a Duie,v,,;:free eFueRlcal , i • Q . and hprizontalph5:iuMlonS. GR311ngs,-.'ti _� ,` • ; R 6" . PULL-DEMI Z" PANSIOHJOIHT I" lit —� Access Go+rers. Junptl�on BOk{+S, '�. � Bp -• CURB MLD 51DIAVALK MEf sin Pkm 104:11 Cable YeufLs, Pull Buxps and olhfl+ . Q appUrWnarhow wllhln 1ha 5kiewalk � �� Y sT CCONTRACTION JOINT must he flu&h %wM g d o We sidewolk�lltQ, aM1 malCh C _ a JOINT AND FINISH DETAIL , . .. y �� OoOo 000 000 00� 8 1' 4„ Mondlthk Cemert Conrxece Curt and ' Ooo jo w •+` ODD O ODD O ODD O ODD O Sldewofkis not ulrmined In ne�ri FOr other ref©rerlced NOT E9 S� � ?', � �000� g�o0o g�o0o g a DO DO O DO�� OQ) sonstrucUort4VhenrPpfaS4menktwerl STD PLAN1D4,2. ��000 0 Pe[C55igICSa MBnOkitN[Cement �.• o QQ sQ PREPAOCDC Concrete Curh build prrlAiSpOT Ooo�v Ooo < $C&i>¢Yrd Plan F-30.1043. PaVetf Surfaces MuSt comply with JOINT FILL °�y-,�0�� 570 PLAN ?E2.1 as IIDable. E FULL-DEPTH/� 000� Z, Cnnaete to be4,000 PSI, PP /�� WAf.1510N JOLT moo O�O� � �000° 000°�o0gam PUBLIC WORKS CEMENT CONCRETE STD. PLAN -- 102 Ooo Ooo�O� Ooo� 0 0 0 0 0�0 0 000 DEPARTMENT SIDEWALK f r � - t k.l. - G f � `e , 7 CAST IN PLACE CONCRETE 4" MIN CRUSHED SURFACING TOP COURSE 7-3/4" NTS NTS COR Std Plan 102 NTS Not Used Not Used 10 Cement Concrete Sidewalk Concrete Vertical Curb 12 0 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING a -F Nathan Janders 07/29/2020 �I 0 R-413106 �s G K �OV�A`�� SURVEYED: SCALE: DATE: HORIZONTAL: HAD 1983/1991 06/10/2020 KAP VERTICAL NAVD,988 CITY F 947 POWELL FIRE SERVICE DESIGNED: _'.r# �1T 1 O1 19ELDBOOK: KNK RENTON RENTON, WA PAGE: N • °R"W"` PERMIT SET O� 39871 O BTO ONE INCH DATUM DRAWING N0: CHECKED:FULLAT FULL SCALE PlannNOT ONE INCH ing/Building/Public Works Dept. PAVING DETAILS C2• 10 �IONAL �� �� SCALE ACCORDINGLY NO. REVISION BY DATE APPR APPROVED: SHEEP:6 OF:8 �p KNK Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) 6 Q J w U_ > LU 0 W cc J W O 1. — T C TM T `- , T I I N I CV LU U_ 'LU V ) LU IIr H J LU O n D Q 72 �.63 D - f. 6 2 .59 .6z- 65_- UGP 22:35 22.60 -------- ° 22.48---------- ° --= ° 22_64 ----- ------------------ a / � D 5� v I 22.7°E�' \ VI D \ I 22.73 I I 6"PVC SSCO iI / I I _L � ti5 I I 23.071 a NX z "2 \\ \\\\ .. ®22.75D 3"PVC SSCO Rol 01 i�l■ivliV�ll�ii■■■■■■�:�� 22.35 101 Asa::.�������F7�1i■■■■I�T�i 'i■■■■■■ 3"PVC SSCO 0 P- T 22.08 / 07 I 1 1 6'5" IqEXTENDING A 15 FT WIDE EASEMENT, 7.5 FT FROM THE PIPE CENTERLINE, _ SHALL BE REQUIRED. 10 LF 4" DI CL 52 (RJ) P II I (1) 4" 90° BEND (RJ) W/ THRUST BLOCKING ❑ H20 H20 PER COR STANDARD DETAIL 330.2 (TYP) I UGP 30 LF' 4" DI CL 52 (RJ) \ .Q vD 22.89. .89 2T 79 2 .87 �P3� \, INSTALL POWER TO J' L Aw Q 39871 Cs EGISTER� �IDNAL E� 0 /10 N 0. in FRTS 22. 22.33 2172 6 \ \ \ 1 / 22.40 1 22.46 22.38 22.88 / R S 23. 2 Q 1.0 II / 21.2�ffi II 22.52 / I a 1 / Q 21 ji 01 �23.05 21. / 1 1 O-INCH DUCTILE IRON 1.10 WATER MAIN I 11 2105 -� 0 I II X / �SS1- 2C.89 I I T � I 1�0,;I( ¢- - POST INDICATOR V VF (1) 4" DDCVA PER COR \ STD PLAN 360.1 (1)10"x4"WET TAP \ / (1) 4" TAPPING TEE (FLxRJ) \ / PER COR STD DETAIL 300.1 \ / 2 LF 4" DI SPOOL (RJ) K SEE WET TAP NOTE THIS SHEET L I / 2 .�1 ° t�2h 31 / 0 87 FIRE DEPARTMENT a m CONNECTION I / - If ]STALL PUMP IN DDCVA TO DRAIN I // AULT. ROUTE POWER TO PUMP. V 20.93 ® 2 PUMP SHALL BE ZOELLER M98 -1/2 SUBMERSIBLE SUMP PUMP W/ - TICAL FLOAT SWTICH © 20 8 I R APPROVED EQUAL I 15 LF 6" PVC STORM AT 2% a �I CONNECT TkEXISTING CB AT 2.5' BELOW RI ELEVATION Q PVC HAS MINIMUM COVER OF 3 FT. USE DI OR OTHER (� (1) 4" 90° BEND (RJ) APPROVED PIPE 2 .77 W/ THRUST BLOCKING MATERIAL PER TABLE I ' 20 LF 4" DI CL 52 (RJ) PER COR STANDARD 4.2.1 .A2 OF THE 2017 i DETAIL 330.2 (TYP) RSWDM / a \ \ a \ -21.63 \ aLD a 1 1 c 1 I :D) .64 I 21.74 1 6 1.86 I I I V) I¢ 37 I I 20.96 / / I 0 5 10 20 V SCALE 111=10' Legend N 79°33'06" E - 46.81' PROPERTY LINE 8" SD @ xx% STORM DRAINAGE PIPE ❑®--- • ■❑OO YD/CO/CB/CB 2/MH 8" SS @ xx% SANITARY SEWER O • SANITARY MH/CO 12" DI W WATER MAIN tFAFD�PIVNWV FH/FDC/PIV/VALVE WATER VAULT/METER J WET TAP NOTE: THE CONTRACTOR SHALL COORDINATE WITH THE ONLY UTILITY CONTRACTOR ALLOWED BY THE CITY OF RENTON FOR WET TAPS: SPEAR TAPS (425.485.4764). COORDINATE WITH THE PUBLIC WORKS INSPECT SO THEY CAN WITNESS THE WET TAP. THE DEVELOPER'S CONTRACTO ILL BE RESPONSIBLE FOR ALL OTHER CONSTRUCTION ASSOCIATED WITA THE SERVICE APPROVED WET TAP CONTRACTORS INCLUDE: - SPEER TAPS, INC. - LEGACY TAPPING. INC. I I Er Is1 LJJ U IN COMPLIANCE WITH CITY OF RENTON STANDARDS > DEVELOPMENT ENGINEERING r LU Nathan Janders 07/29/2020 ' (n LU WATER UTILITY 0U M.Mitchell 07/28/2020 J J SURVEYED: SCALE: DAM KAP HORIZONTAL.-NAD 1983/1991 94 7 P O W E L L FIRE SERVICE 06/10/2020 LU HORIZONTAL.- KNK CITY OF RENTON, WA FlELDBOOK: DRAWN: RENTON PERMIT SET PAGE: O BTD DRAWING N0: PRI ONE INCH DATUM CHECKED:ONE AT FULL SCALE g� g�Dept.UTILITY PLAN C3.00 Planning/Building/Public Buildin Public Works IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 7 OF., 8 KNK S-413101 W-4131 01 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) T (M T 1 O Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) M Q J IS 7 W U_ rr w W w cc H J J W 0 n