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C ) O N a -`, PORTION OF THE SW 1/4 OF THE NW 1/4 SECTION 32, TOWNSHP 24 N, RANGE 5 E, W.M. CITY OF RENTON, WASHINGTON 3731 PARK AVE N WATER EXTENS ON CITY OF RENTON, STATE OF WASHINGTON CITY OF RENTON PERWT NUMBER C 18005570 GRAPHIC SCALE 0 0 0 0 0 ( IN FEET ) 1 inch = 000 ft. PRI 7000385 B1 7003480-VJ SURVEY NOTES INSTRUMENT: SPECTRA PRECISION FOCUS 35 TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 LEGEND DATE OF SURVEY: FEBRUARY 2017 BASIS OF N 40 t h STREET ❑Q CB (TYPE 1) OT TELEPHONE VAULT BENCHMARKEARING: M N INAVE CASE ATOINTERSECTION ❑0 STMH (TYPE 11) ° TELEPHONE CABINET OF PARK AVE N & N 40TH ST EL = 98.43' OS SANITARY SEWER MH TV CABINET SITE BENCHMARK: TOP OF SSMH RIM (EL=125.07') CONTROL MON WATER VALVE SIGN REFERANCE SURVEYS: ROS# 20050708900001 ��, PARK AVE N & N 38th STREET CONIFER TREE CONTROL MON N= 192,078.5317 WATER METER/SERVICE LAKE WA BLVD N & N 38th STREET E= 1,302,315.4992 FIRE HYDRANT 0 DECIDUOUS TREE LEGAL DESCRIPTION N= 192,078.5317 EL=201.24 (NAVD88) -o- UTILITY POLE ( HEDGE TRACT 91, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN E= 1,302,315.4992 E-- GUY WIRE ADDITION TO THE CITY OF SEATTLE, DIVISION NO 2, ACCORDING TO EL=201.24 (NAVD88) rh MONITORING WELL THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 64, ® SIGNAL CABINET o MAIL BOX RECORDS OF KING COUNTY, WASHINGTON; N 38th STREET ® POWER JUNCTION BOX 0 LIGHT POLE PK NAIL EXCEPT THE EAST 285.00 FEET THEREOF; IT GAS VALVE ® MON IN CASE/ AND EXCEPT THE WEST 175 FEET THEREOF; ] POWER VAULT ® EX REBAR / PIPE TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE AS NOTED SOUTH 22.50 FEET OF THE EAST 285.00 FEET OF TRACT 91, C.D. T E ❑� POWER PEDESTAL HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY SET 1 /2" REBAR OF SEATTLE, DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF CDE�(Q ROCKERY AND CAP RECORDED IN VOLUME 11 OF PLATS. PAGE 64, RECORDS OF KING w LS# 38992 COUNTY, WASHINGTON, SAID EASEMENT BEING DESCRIBED AND LAKE WASHINGTON A of OIL FILL CAP (ROS) RECORD OF SURVEY DELINEATED IN THAT CERTAIN EASEMENT RECORDED OCTOBER 30, N 3 4 t h STREET (P) PLAT 1957, UNDER RECORDING NO. 4846367, RECORDS OF KING COUNTY, WASHINGTON; 4— W (M) MEASURED A N S T E= Y 8627 NE 180th St. BOTHELL, WA 98011 E N G I N E E R I N G PHONE: (206) 303-7639 EMAIL: benanstey@ansteyengineering.com SURVEYED: SCALE: 1988 TOUMA 1 „-20, HOR ORNTAL:NAD NAVD1983/1991 Y DESIGNED: �, �� o� CITY OF TOUMA 'R RENTON DRAWN: A � � DAN ONE INCH F N T O CHECKED: AT FULL SCALE MHT Planning Building Public Works Dept. IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SHEET INDEX -`, PORTION OF THE SW 1/4 OF THE NW 1/4 SECTION 32, TOWNSHP 24 N, RANGE 5 E, W.M. CITY OF RENTON, WASHINGTON 3731 PARK AVE N WATER EXTENS ON CITY OF RENTON, STATE OF WASHINGTON CITY OF RENTON PERWT NUMBER C 18005570 GRAPHIC SCALE 0 0 0 0 0 ( IN FEET ) 1 inch = 000 ft. PRI 7000385 B1 7003480-VJ SURVEY NOTES INSTRUMENT: SPECTRA PRECISION FOCUS 35 TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 LEGEND DATE OF SURVEY: FEBRUARY 2017 BASIS OF N 40 t h STREET ❑Q CB (TYPE 1) OT TELEPHONE VAULT BENCHMARKEARING: M N INAVE CASE ATOINTERSECTION ❑0 STMH (TYPE 11) ° TELEPHONE CABINET OF PARK AVE N & N 40TH ST EL = 98.43' OS SANITARY SEWER MH TV CABINET SITE BENCHMARK: TOP OF SSMH RIM (EL=125.07') CONTROL MON WATER VALVE SIGN REFERANCE SURVEYS: ROS# 20050708900001 ��, PARK AVE N & N 38th STREET CONIFER TREE CONTROL MON N= 192,078.5317 WATER METER/SERVICE LAKE WA BLVD N & N 38th STREET E= 1,302,315.4992 FIRE HYDRANT 0 DECIDUOUS TREE LEGAL DESCRIPTION N= 192,078.5317 EL=201.24 (NAVD88) -o- UTILITY POLE ( HEDGE TRACT 91, C.D. HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN E= 1,302,315.4992 E-- GUY WIRE ADDITION TO THE CITY OF SEATTLE, DIVISION NO 2, ACCORDING TO EL=201.24 (NAVD88) rh MONITORING WELL THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 64, ® SIGNAL CABINET o MAIL BOX RECORDS OF KING COUNTY, WASHINGTON; N 38th STREET ® POWER JUNCTION BOX 0 LIGHT POLE PK NAIL EXCEPT THE EAST 285.00 FEET THEREOF; IT GAS VALVE ® MON IN CASE/ AND EXCEPT THE WEST 175 FEET THEREOF; ] POWER VAULT ® EX REBAR / PIPE TOGETHER WITH AN EASEMENT FOR INGRESS AND EGRESS OVER THE AS NOTED SOUTH 22.50 FEET OF THE EAST 285.00 FEET OF TRACT 91, C.D. T E ❑� POWER PEDESTAL HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION TO THE CITY SET 1 /2" REBAR OF SEATTLE, DIVISION NO. 2, ACCORDING TO THE PLAT THEREOF CDE�(Q ROCKERY AND CAP RECORDED IN VOLUME 11 OF PLATS. PAGE 64, RECORDS OF KING w LS# 38992 COUNTY, WASHINGTON, SAID EASEMENT BEING DESCRIBED AND LAKE WASHINGTON A of OIL FILL CAP (ROS) RECORD OF SURVEY DELINEATED IN THAT CERTAIN EASEMENT RECORDED OCTOBER 30, N 3 4 t h STREET (P) PLAT 1957, UNDER RECORDING NO. 4846367, RECORDS OF KING COUNTY, WASHINGTON; 4— W (M) MEASURED A N S T E= Y 8627 NE 180th St. BOTHELL, WA 98011 E N G I N E E R I N G PHONE: (206) 303-7639 EMAIL: benanstey@ansteyengineering.com SURVEYED: SCALE: 1988 TOUMA 1 „-20, HOR ORNTAL:NAD NAVD1983/1991 Y DESIGNED: �, �� o� CITY OF TOUMA 'R RENTON DRAWN: A � � DAN ONE INCH F N T O CHECKED: AT FULL SCALE MHT Planning Building Public Works Dept. IF NOT ONE INCH N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SHEET INDEX 1 OF 7 COVER SHEET 2 OF 7 EROSION CONTROL PLAN 3 OF 7 EROSION CONTROL DETAILS 4 OF 7 NOTES AND DETAILS 5 OF 7 WATER & PROFILE PLAN 6 OF 7 WATER NOTES AND DETAILS 7 OF 7 WATER DETAILS OWNER PAUL MILLER 3731 PARK AVE N RENTON, WA 98055 206-954-1137 ENGINEER/SURVEYOR TOM TOUMA (ENGINEER) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET RENTON, WA 98057 425-251-0665 DAN TOUMA (SURVEYOR) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET CIVIL ENGINEER ANSTEY ENGINEERING 8627 NE 180TH STREET BOTHELL, WA 98011 206-303-7639 benansey@ansteyengineering.com W-403301 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DEVELOPMENT ENGINEERING WATER UTILITY Justin Johnson 02/05/2019 191 `Abdoul Gafour 02/05/2019 DATE: 3731 PARK AVE N FIELD/ K2/2018 WATER EXTENSION PLAN PAGE: DRAWING PERMIT NUMBER C 18005570 525-380 SHEET: OF: 1 7 L' ) 0 N i TL# 1190500037 TL# 3342700444 FOUND EXISTING REBAR AND CAP (02/170 A PORTION OF THE SW 1/4 OF THE NW 1/4 SECT2N 32, TOWNSHP 24 f`J, RANGE 5 E, W.M. CITY OF RENTON, WASHINGTON CITY OF RENTON PERWT NUMBER C 18005570 TL# 1190500030 TL# 1190500025 EXISTING MON FOUND IRON PIPE IN CASE (02/17) .41' S & .18' E SILT FENCE N= OF CALC CORNER FOUND 1/2" REBAR E= (02/17) I WOOD AND CAP N88°41 FENCE TL# 1190500020 S CKF IL D SOIL HED I SET 1 /2" REBAR & CAP LS# 38992 T�� I TB I I (TYPICAL) CYCLONE FENCE i a MAI — elf 10' + VEG SHEET FLOW. S88°41'17"E 972.24'(ROS) NORTH 38TH STREET CONSTRUCTION ENTRANCE ICI SILT FENCE TL# 3342700443 22.5' INGRESJ AND EGRESS EASEMENT (RECORDING NO. 48463677 KIM LL — -IJI.bU —J INV EL — 118.00' E/W LLJ z_ J LiJ n 0 THROUGH SAW CUT & n F22.5L COAT AND PATCH AS NEEDED cn _ W (- VARIES O Q cn ACCESS AND UTILITY EASEMENT 7771 16' MIN PAVEMENT S=2% 5 F0� OQ� S�- 4; � S�OL nr]/lTr/,T rvir-riAIT ..------------ I �� , OR S, --------------------- - __NEW GAS MAIN 4" MIN CLASS "B" ASPHALTIC CONCRETE NEAT LINE, FULL DEPTH SAW CUT 2-FT MIN PAVEMENT 2 - 2 "LIFT REQUIRED PER COR STD PLAN 103 FROM EXISTING c_� TRAVELLED WAY, THE FACE OF THE SAW 6" MIN CRUSHED SURFACING TOP COURSE CUT MUST BE TACKED IMMEDICATELY FOLLOWING THE COMPLETION OF THE SAW CUT AND PAVING JOINTS MUST BE SEALED CRUSHED SURFACING BASE COURSE TO COATED AFTER THE NEW PAVING HAS BEEN BE DETERMINED BY FIELD CONDITIONS INSTALLED. � O 29 x 699 ROCK PAD EX SS SHEET FLOW PER C.2.4.D SECTION B-B N.T.S. STA 3+ 31.5 TO STA 4+ 62 a WATER MAIN/ PR170003gr B17003480-V3 EXISTING MON IN CASE (02/17) I E_ EXISTING MON IN CASE (02/17) /7 DRIVEWAY CUT FOR THE SITEWALK SURVEY NOTES INSTRUMENT: SPECTRA PRECISION FOCUS 35 TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332-130-090 DATE OF SURVEY: FEBRUARY 2017 BASIS OF BEARING: PARK AVE N (SO1 °52'54"W) BENCHMARK: MON IN CASE AT INTERSECTION OF PARK AVE N & N 40TH ST ELE — 98.43' SITE BENCHMARK: TOP OF SSMH RIM (EL-125.07') REFERANCE SURVEYS: ROS# 20050708900001 LEGEND ❑Q CB (TYPE 1) TELEPHONE VAULT ❑0 STMH (TYPE 11) ° TELEPHONE CABINET O SANITARY SEWER MH R TV CABINET r-1 SIGN m WATER VALVE CONIFER TREE ® WATER METER/SERVICE -6 FIRE HYDRANT 0 DECIDUOUS TREE -& UTILITY POLE HEDGE E-- GUY WIRE ® MONITORING WELL ® SIGNAL CABINET ® POWER JUNCTION BOX MAIL BOX 3 LIGHT POLE PK NAIL IT GAS VALVE ® MON IN CASE/ © POWER VAULT O EX REBAR / PIPE AS NOTED ❑� POWER PEDESTAL � SET 1 /2" REBAR CDEDOO ROCKERY AND CAP LS# 38992 oI OIL FILL CAP (ROS) RECORD OF SURVEY (P) PLAT (M) MEASURED OWNER PAUL MILLER 3731 PARK AVE N RENTON, WA 98055 206-954-1137 ENGI EER/SURVEYOR TOM TOUMA (ENGINEER) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41 st STREET RENTON, WA 98057 425-251-0665 DAN TOUMA (SURVEYOR) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41 st STREET EROSION CONTROL LEGEND CLEARING LIMITS x x x — SILT FENCE GCATCH BASIN PROTECTION Op O p O p CONSTRUCTION ENTERANCE W-403302 2/2/2019 t' ) 0 N DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 NSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS EX�S�\NGROPO 4"-8" QUARRY SPALLS 12" MIN. THICKNESS CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15' MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHIWIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 215.10 fiRlPUBLIC WORKS APPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 Public Works Administrator DATE : 4 5 PORflON OF THE SW 1/4 OF THE NW 1/4 SECTION 32, TOWNSHP 24 N, RANGE 5 E51 W.V CITY OF RENTON, WASHINGTON CITY OF RENTON PERWT NUMBER C 18005570 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED - FILTER FABRIC 6' MAX. POST INCREASED I I 4"x4" MIN. TRENCH TO 8'F WIRE BACKINGS USED BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) 2' MIN. 1 1 12" MIN II I I__J NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. AOS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC-1 MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70% MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 214.00 DEPARTMENT GAZ PUBLIC WORKS SILT FENCE PR 9/28/2018 Public Works Administrator DATE :45 M PRI 7000385 B17003480-V3 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO 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 APPLICANTS 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. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 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 1 ST 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 THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE 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 1ST), 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. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) Adift 1[STD. PLAN - 268.00 • ;R]PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR D: DEPARTMENT GAZ 9/28/2018 STANDARD PLAN NOTES :TlnlTllllr Public Works Administrator DATE : 4 5 EROSION AND SEDIMENTATION CONTROL RECOMMENDED CONSTRUCTION L-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------J 1. 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. INSLALL CATCH BASIN PROTECTION AS SHOWN ON PLANS 5. GRADE AND INSALL CONSTRUCTION ENTRANCE 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIERS, ETC.) 7. CONSTRUCT SEDIMENT PONDS AND TRAPS 8. GRADE AND STABLILIZE CONSTRUCTION ROADS 9. CONSTRUCT SURFAE WATER CONTROLS (INTERCEPORT DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTAINEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MESSSURE IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTUREER'S RECOMMENDATIONS. 11. RELOCATE EROISON CONSTROL MEASURE OR INSALL NEW MEASURES SO THAT AS THE SITE CONDITIONS CHANGE THE EROISION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMINET CONTROL STANDARDS. W-403303 12. COVER ALL AREAS THAT WILL BE UNWORKED OR MORE THAN SEVEN DAY DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEATHING OR EQUIVALENT. APPROVED FOR CONSTRUCTION 13. STABILIZE ALL AREAS THAT REACH FINSIH GRADE WITHIN SEVEN DAYS. SUBJECT TO ERRORS AND OMISSIONS 14. SEED OR SOD ANY AREAS THAT REMAIN UNWORKED FOR MORE THAN 30 DAYS. DEVELOPMENT ENGINEERING 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. J99 ustin Johnson 02/05/2019 1/9/2019 A N S T E= Y 8627 NE 180th St. BOTHELL, WA 98011 E N G I N E E R I N G PHONE: (206) 303-7639 EMAIL: benanstey@ansteyengineering.com SURVEYED: SCALE: VERTIC:TOUMA 1 „-20, HORIZONTAL:ADV 19 3/1991 Y DESIGNED: O.n C T Y OF TOUMA I RENTONDRAWN: 'A � � DAN ONE INCH N T O CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. MHT IF NOT ONE INCH N 0. R EVI S 10 N BY DATE AP P R APPROVED: SCALE ACCORDINGLY 3731 PARK AVE N EROSION CONTROL DETAILS PERMIT NUMBER C 18005570 9/12/2018 FIELDBOOK: PAGE: DRAWING NO: 525-380 SHEET, OF, 3 7 L' J 0 N I DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO 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 SURFACE WATER 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 SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92 % OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE: • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES. UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) fiRl STD. PLAN - 267.00 • PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR D: DEPARTMENT NOTES (1 OF 2) GAZ 9/28/2018 1 Public Works Administrator DATE NEAT LINE, FULL DEPTH SAW CUT 2-FT MIN PER COR STD PLAN 103 FROM EXISTING TRAVELLED WAY, THE FACE OF THE SAW CUT MUST BE TACKED IMMEDICATELY FOLLOWING THE COMPLETION OF THE SAW CUT AND PAVING JOINTS MUST BE SEALED COATED AFTER THE NEW PAVING HAS BEEN INSTALLED. ` ��i 4 fig' xsy�' ! F Jr 1 r . ee' Olti:i ' :45 A PORTION OF THE SW 1/4 OF THE NW 1/4 SECTION 32, TOWNSHIP 24 fJ, RANGE 5 E, W.V CITY OF RENTON, WASHhGTON CITY OF RENTON PERWT NUMBER C 18005570 IY 10' + VEG SHEET FLOW. 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SHEET E EOW PER C.2.4.D 10 EX SS SECTION A- A N.T.S. STA 0+ 31.5 TO STA 3+ 33 It- 5=2% 77 7 4" MIN CLASS "B" ASPHALTIC CONCRETE PAVEMENT 2 - 2 " LIFT REQUIRED 6" MIN CRUSHED SURFACING TOP COURSE ~4I wn4Rwm 4Lmn. FA +{��� A � hr0At nF14 i iR FLAN - Z67.20 puwjr-vVGRK5 SURFACE WATER STANDARD PLAN DEPAM EIIiNT MOTES 112 Of 2) a Z �rn 4'5 W-403304 1 2/2/2019 1 NU. KEVISIUN 13Y I DAIE I AHHH I APPROVED: "" SHEET: 4 OF: M M O CV I oC TL# 119=4.5' 44LFWIDE INFILTRATION TRENC PER FIG C.2.2.A1 CONNECT FOOTING DRAIN TO GRAVEL SUMP PER FIG C.2.2.0 IE=112 19LF 4" PVC@ 2% FOOTING DRAIN — YARD DRAIN f00 txti 2 EA RED SUNSET fit, MAPLE 2" I CALIPER w STA 4+48, 7.5' RT INSTALL 2" PRV DUE TO WATER A PRESSUREN OVER 80 PSI 2' x 6" ROCK PA STA 4+58, ! INSTALL 8" CAP W/CONC. BLOCK. INSTALL 2 BLOW- PERMIENT ASSEMBLY PER COR STD 340.1 W. CONC. BLOCK. NEW ASPHA T INSTALL 8" VERTICAL CROSS PER COR STD 300.6 FOR REMOVAL OF TL#3342700444 POLY PIG FOUND EXISTING REBAR AND CAP (02/170 1501 1401 130 120 - 110 - DATUM ELEV 105.00 0 ao 4 62 I RI/-11\LJ LJI\/'iIIV M = 118 FIRE HYDRANT ASSMBY. SEE FH. DETAIL W. CONC. BLOCK. PORTION OF THE SW 1/4 OF THE NW 1/4 SECTION 32, TOWNSHP 24 N, RANGE 5 E, W.M. CITY OF RENTON, WASHINGTON 0TY OF RENTON PERWT NUMBER C 18005570 82LF 4.5FT — — LE INFILTRATION EXISTING MON S88°41'17"E 972.24'(ROS) DRENCH PER FIGURE C.2.2.A N= IN CASE (02/17) NORTH 38TH STREET ,� FOUND 1/2" REBAR E_ AND CAP 10' SEWER EASEMENT TL# 1190500020 10' SET 1 /2" REBAR 4& CAP LS# 38992 5 PrANT V I I L I \ 1 \ I L CALIPER PER STD# 320.1 I I 22.5' INGRESS AND EGRESS EASEMENT RIM EL - 131.80' RECORDING NO. 4846367 INV EL - 118.00' E/W APPROXIMATE LOCATION STA 3+34 OF WATER SERVICES INTALL (2) 45°BEND (MJ) CONTRACTOR TO VERIFY 2-FT 8"DI PIPE AS SHOWN ON DWG LOCATION PRIOR TO INSTALLATION 2-CONC BLOCKING ON 8" WATERLINE STA 4+58 INSTALL 2" BLOW OFF PERMIENT ASSEMBLY PER COR STD 340.1 STA 4 48 7.5' RT W. CONC. BLOCK. INSTAL 2" PRV DUET WATER PRESS REN OVER 80 PSI _ WATERMETER INSTALL FIRE HYDRANT A MIN - 11 --- 10.0' MIN WEST OF INSTALL 1" LINE UNDER EXISTING SEWER IINE EXISTING DITCH 8% 6" DI. TEE (MJxFL) 6" GATE VALVE (FLxMJ) FIRE HYDRANT ASSMBY. 50SEE FH. DETAIL 4 00 W CONC. BLOCK. EX PROFILE RIM EL - 125.07' INV EL - 117.17' JE,N,SW 3+50 3+00 A N S T E Y 8627 NE 180th St. ae, WA E N G I N E E R I N G PHONE BOTHELL( 06)9 8013031 7639 1 /9/2019 EMAIL: benonstey©ansteyengineering.com 3.5 MIN COVER SSMH RIM EL - 131.80' INV EL - 118.00' E/W 458LF 8„ CLASS 52mono �I NEW WATER MAIN ASPHALT INSTALLED BY PRI 7000385 817003480—`,'3 STA 0+00, 5'LT 12"X8" TAPPING TEE (MJxFL) 1-8" GATE VALVE (FLxMJ) — —'"- I Uk-AN 11'C/-AU 1 Ur-\ 1 U rr�U I LU I FILL LA VV/1 I LI'C JLl'C VIUr- LIIVLJ 4 OF 7 FOR IN ACCESS ROAD DURING CONSTRUCTION OF NEW WATE MAIN DETAIL AND OTHER UTILITIES. A TEMPORARY 2" WATER LINE MAY BE REQUIRED DURING THE CONSTRUCTION OF THE NEW WATER MAIN. EX PROFILE INSTALL 1 INCH EX 120LF 8" S= 0.74% WATERMETERS PER STD# 320.1 INSTALL " ACCESS EASEMENT PROFILE EXISTINGIDITCHE UN ER N0. rn o o 2 50 2 00 1 50 REVISION SCALE: HORIZ. 1 "=20' VERT. 1 "=10' SURVEYED: TOUMA DESIGNED: TOUMA DRAWN: DAN CHECKED: MHT BY DATE AP P R APPROVED: „ S- 10.6 EX 395LF 8 20' 0' 10' 20' 0' 5' 10' SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY PROTECT EXISTING / WATER METERS & LINES DURING CONSTRUCTION SURVEY NOTES INSTRUMENT: SPECTRA PRECISION FOCUS 35 TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES - — WAC 332-130-090 DATE OF SURVEY: FEBRUARY 2017 BASIS OF BEARING: PARK AVE N (SO1°52'54"W) BENCHMARK: MON IN CASE AT INTERSECTION EXISTING MON OF PARK AVE N & N 40TH ST IN CASE (02/17) ELE - 98.43' N = SITE BENCHMARK: TOP OF SSMH RIM (EL-125.07') E = o REFERANCE SURVEYS: ROS# 20050708900001 _ Qf Do = LEGEND z I � Q CB (TYPE 1) �T TELEPHONE VAULT Of w O O❑ STMH (TYPE 11) ° TELEPHONE CABINET m )N LL- Z (S SANITARY SEWER MH TV CABINET 00 SIGN N o W WATER VALVE m cO CONIFER TREE % WATER METER SERVICE W FIRE HYDRANT 0 DECIDUOUS TREE N UTILITY POLE HEDGE CN LO Q E-- GUY WIRE ® MONITORING WELL o C ® SIGNAL CABINET MAIL BOX ® POWER JUNCTION BOX 0 3 LIGHT POLE + PK NAIL I EL M GAS VALVE ® MON IN CASE/ ©POWER VAULT ° EX REBAR / PIPE AS NOTED =RVI POWER PEDESTAL CUT AN PATCH ROAD SET 1 /2" REBAR GRIND AND OVERLAY 50' LSD CAP w 38992 w of OIL FILL CAP (ROS) RECORD OF SURVEY (P) PLAT (M) MEASURED - ' S S OWNER STA +6.5 LT, TO STA 10+00, o INTALL (2) 45°BEND (MJ) PAU L MILLER ro 10-F 8 DI PIPE AS SHOWN ON DWG 3731 PARK AVE N 2 CONIC BLOCKING rl-0 RENTON, WA 98055 N w � 206-954-1137 EXISTING MON IN CASE (02/17) EX D�fAWAUY+g.�T LF9,R TTdES�AT-m�01 INTALL 2 45°BEND M 10-FT 8"DI PIPE AS S OWN ON DWG ® r NC BLOCKING �r UNTIL NEW SERVICES ARE INSTALLED. REMOVE TO MAIN AFTER NEW METERS ARE INSTALLED. 00 50 STA 5+61, 51T J 12"X8" TAPPING TEE (MJxFL) 1-8" GATE VALVE (FLxMJ) TEMPORARY PLUG (MJ) TO BE REMOVED ON FINAL CONNECTION 8" SLEEVE (MJ) 8" DI SPOOLS ON FINAL CONNECTION BY CITY FORCES W/ CONCRETE BLOCKING DETAIL VERTICAL: NAVD 1988 Y HORIZONTAL: NAD 1983/1991 o CITY 0 F RENTON F N T 0 Planning/Building/Public Works Dept. ENGINEER/SURVEYOR TOM TOUMA (ENGINEER) 15o TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET RENTON, WA 98057 425-251-0665 140 DAN TOUMA (SURVEYOR) TOUMA ENGINEERS AND LAND SURVEYORS, PLLC 255 SW 41st STREET 130 120 110 W-403305_ 00 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DEVELOPMENT ENGINEERING WATER UTILITY Justin Johnson 02/05/2019011Abdoul Gafour 02/05/2019 '� 3731 PARK AVE N WATER EXTENSION PLAN PERMIT NUMBER C 18005570 9/12/2018 FIELDBOOK: PAGE: DRAWING NO: 525-380 SHEET: OF: 5 7 L' J 0 N A PORTIGN OF THE SW 1�4 OF THE NW1/4 CITY OF RENTON PERWT NUMBER C 18005570 Ohl 7000385 SECTION 32, TOWNSHP 24 N, RANGE = E W.M. B17003480-V3 CITY OF RENTON, WASHINGTON NTI:IIa iI011241 2" CLOSE NIPPLE 2" 90' ELBOW CONCRETE BLOCKING TWO PIECE CAST IRON VALVE — EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO FIT. 2" RESILIENT SEATED ` GATE VALVE, SCREWED 2" GALVANIZED \ PIPE 12" LONG 2" CLOSE NIPPLE — 2"CLOSE BETWEEN CAP OR LE PLUG r ` AND 2" 90' ELBOW IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTA-L 2-2" CLOSE NIPPLE AND 2-2" 90' BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN — f PLANTER OR CAST IRON BOX IN PAVFD F I� OR CONCRETE AREAS. 2" CLOSE NIPPLE 2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED r (SEE DWG BR46 / PAGE B090) GROUND LINE CONCRETE SIDEWALK 6" MAX. INST4�L 4 MIL POLYETHYLENE o ° a° oa °cc° � o PLASTIC COVER OVER WASHED 18" MAX. 0o0C)'n c,0000 GRAVEL. CUT HOLE FOR PIPE °� 00 oo°,00 o 0o c0o"oc 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION 2 1 /2" NST (HOSE) AND 2 1/2" FNST CAP WITH GASKET 2"x2%2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWTEEN TEE AND 90' ELBOW. 2" 90' ELBOW "e► PUBLIC WORKS 2" BLOW -OFF STD. PLAN - 340.1 DEPARTMENT PERMANENT ASSEMBLY N i0� MARCH 2O10 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBC- 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN _ 12" MAX FINISH GRADE z I IN UNIMPROVED RIGHT OF J WAY INSTALL METER BOX AT PROPERTY LIVE WITH 12" E LONG COPPER TAILPIECE. w a I � SIDEWALK a I CITY PRIVATE PIPING PIPING Z ¢ TOUCHREAD WATER > METER TO BE 12" 36" MIN COVER cal SUPPLIED BY THE Q ro CITY 0 C, TYPE "K" SOFT N o COPPER TUBING 22-1 /2' NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FPT PLUG x COMPRESSION COLP_ING / LOOP DOWN CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 BOTH I\LET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" F61000-4-Q) OR AY MCDONALD 47018 INLET ANCLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOIN-S MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. AA DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. PUBLIC WORKS 1" WATER SERVICE STD. PLAN - 320.1 x� '•`,+ DEPARTMENT NOVEMBER 2009 SURVEYED: TOUMA DESIGNED: A N S T E Y 8627 NE 180th St. TOUMA DRAWN: BOTHELL, WA 98011 DAN E N G I N E E R I N G PHONE: (206) 303-7639 CHECKED: EMAIL: benonstey@ansteyengineering.com 2/2/2019 N0. REVISION BY DATE APPR APPROVED: WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. 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. 4. 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. 5. 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. 6. 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. 7. 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, INSTALLAND 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 PURITYTESTING. 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. Y o STD. PLAN — 300.0 + PUBLIC WORKS WATER PLAN GENERAL NOTES �' DEPARTMENT t N To MARCH 2O10 SCALE: VERTICAL-• Y CITY 0 F 1 "=20' HORIZONTAL-NAD AD 1983/183/1991 � p RENTON ONE INCH N T 0 AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY W-403306_ APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS in DEVELOPMENT ENGINEERING' WATER UTILITY Justin Johnson 02/05/2019Ul Abdoul Gafour 02/05/2019 3731 PARK AVE N WATER NOTES AND DETAILS PERMIT NUMBER C 18005570 9/12/2018 FIELDBOOK: PAGE: DRAWING NO: 525-380 SHEET: OF: 6 7 L' J 0 N CITY OF RENTON PERWT NUMBER z Iv 0 TESTING DETAIL F to w 111 FT L 'cl\NEW D.I. WATER LINE TAPPING TEE (MJxF�) VERTICAL CROSS(MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG TAPPING GATE VALVE (FL XMJ) 1-BEND TEMPORARY PLUG (MJ) WITH 2-INCH TAP ND FLANGE ON 60TTOM AND 2-INCH BLOW -OFF ASSEMBLY 1-PLUGARY BLOCK WITH "L"TAP & 2" BLOW -OFF CONCRETE BLOCKING TEMPORARY w Z J 3 0 cv .FINAL CONNECTION DETAIL z F N w NEW D.I. WATER LINE (TR ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS FINAL CONNECTON BY CITY FORCES NOTES: 1 TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVE SHALL BE WATER TESTED BCQORE TAP 2. NO SIZE ON SIZE TAPS ON CAST -IRO\ WATER L.NES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY T'iE HORIZONTAL AND VERTICAL ALIGNMEN" OF EXISTING LINE OR STUB .AND SHALL START LAYING THE NEW UNE AT --E SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. e STD. PLAN - 300.1 PUBLIC: WORKS CONNECTION TO WATER MAIN WITHDEPARTMENT TAPPING TEE & VALVE MARCH 2O10 2/2/2019 C 18005570 FINISHED GRADE ELEVATION 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG VERTICAL CROSS FOR POLYPIGGING STATION: A PORTION SECTION 32, CITY TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE INS'ALL 2" PLUG ON TOP BLIND FLANGL AFTER REMOVAL OF POLYPIG SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY (REMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECHON OF NEW WATER MAIN TY PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6 DEPARTMENT WATER MAINS MARCH 2O10 A N S T E= Y 8627 NE 180th St. BOTHELL, WA 98011 E N G I N E E R I N G PHONE: (206) 303-7639 EMAIL: benanstey@ansteyengineering.com OF THE SIN 1/4 OF THE NW TOWNSHP 24 N, RANGE 5 E, OF RENTON. WASHINGTON 7 u 11-1/4' BEND CAP ..l 22-1/2' BEND TEE 45" BEND 90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FlRM SILTY SAND COMPACT SAND CCMPACT SAND & GRAVEL 90" 45' BEND 11 1/4" 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2` BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 B" 23.3 ', 6.7 16.7 6.7 11.7 8.4 8.4 3.4 5.8 6.3 6.3 2.5 12" 53.0 37.5 37.5 15.0 "15 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-O" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER, MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' TRUST BLOCK BE. REA REFERS TO ' 4CE OF BLOCK M IN SQIJARF FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-I/2"). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE CREATES F [TING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED, �1Y ° CONCRETE BLOCKING FOR STD. PLAN - 330.2 u PUBLIC WORKS + i�� + DEPARTMENT VERTICAL AND DOWNWARD l N SO VERTICAL BENDS MARCH 2010 PRI 7000385 BI 7003480-V3 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5"0 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPFR CENTURION 200, AND WATEROUS PACER WITH 6" MFCHANICAL JOINT INLET WITH -UGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAP-OR, 4.875" SEATTLE THREAD X 5' STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT C. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.675" x 5" STORZ 5'x5x6° THICK CONCRETE PAD AROUND BACK OF HYDRANT. FINISH TO MATCH SIDEWALK. EWALK EXPANSION JOID NT AT 2 ORNPLANTNGDST/RIP CONCRETE THRUST BLOCK 15" x 8" x 4" MININUM CONCRETE BEARING HLOCK UNDER HYDRANT 1 �6 CUT 36" MIN COVER TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIV= CONCRETE BLOCKING \, MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6 DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" CCR-TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY I FVEL ALL GROUND MIN S RADIUS ONE MAN ROCK- 6 6" CONCRETE PAD LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD FI LL HYDRANT LOCATION IN CUT OR FILL STD. PLAN - 310.1 PUBLIC WORKS FIRE HYDRANT ASSEMBLY -` DEPARTMENT MARCH 2O1U W-403307 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DEVELOPMENT ENGINEERING I WATER UTILITY Y Justin Johnson 02/05/2019 E)l , Abdoul Gafour 02/05/2019 '� SURVEYED: SCALE:SCALE. 1 "- 2 0$ VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 Y CITY OF itRENTON 2 3731 PARK A V E N WATER NOTES AND DETAILS DESIGNED: TOUMA DRAWN: DAN N t O ONE INCH Planning/Building/Public Works Dept, PERMIT NUMBER C 18005570 CHECKED: MITT AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATE AP P R SCALE ACCORDINGLY APPROVED: 9/12/2018 PAGE: DRAWING NO: 525-380 SHEET: OF: 7 7