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GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2018 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF
RENTON, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE.
3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
4. IT SHALL BE THE APPLICANTS/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE
INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS OF WAY.
5. VERTICAL DATUM: CITY OF RENTON, 1988 NAVD.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED
RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF
TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07.23-TRAFFIC CONTROL, SHALL APPLY.
7. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE.
CONSTRUCTION SEQUENCE
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/CONSTRUCTION LIMITS AND TREE PROTECTION MEASURES.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.) AND SEDIMENT RETENTION.
7. GRADE AND STABILIZE CONSTRUCTION ROADS.
8. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING
AND GRADING FOR PROJECT DEVELOPMENT.
9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND
MANUFACTURER'S RECOMMENDATIONS.
10. 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'S EROSION AND SEDIMENT CONTROL STANDARDS.
11. 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.
12. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
14. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMP5 REMOVED IF APPROPRIATE.
UTILITY SERVICE NOTES
1. COORDINATE BLDG. SYSTEM CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH PLUMBING CONTRACTOR. VERIFY THAT
THERE ARE NO CONFLICTS WITH PROPOSED SYSTEMS AND OTHER UTILITIES.
2. COORDINATE INSTALLATION OF NEW WATER UTILITIES WITH CITY OF RENTON.
3. DESIGN BUILD FIRE SPRINKLER CONTRACTOR SHALL VERIFY SIZE OF FIRE METER, LINE SIZE, AND FDC LINE SIZES PRIOR TO
CONSTRUCTION.
4. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRINKLER CONTRACTOR SHALL DESIGN AND PREPARE THE UNDERGROUND
SUBMITTAL DRAWINGS PER THE STATE OF WASHINGTON WAC 212-80-043(9).
5. A STATE OF WASHINGTON LEVEL U UNDERGROUND CONTRACTOR SHALL PERFORM THE INSTALLATION OF THE UNDERGROUND
FIRE SERVICE PIPING PER THE STATE OF WASHINGTON WAC 212-80-043(2).
coterra
ENGINEERING PLLC
321 3rd Ave South, Suite 406
Seattle, Washington 98104
ph 206.596.7115
coterraengineering.com
SUNSET OAKS APARTMENTS
RENTON, WASHINGTON
CITY OF RENTON EROSION CONTROL 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.
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 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 1ST 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 1ST.
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.
2
REVISION
SURVEYED:
DESIGNED: HS
DRAWN: HS
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
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NW 1/4, SEC. 9, TWP. 23N, RGE. 5E, W.M.
VICINITY MAP N
SCALE 1 " = 200'
SURVEY INFORMATION
PARCEL 5 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA16-000132, RECORDED UNDER RECORDING NO.
20160603900008, IN KING COUNTY, WASHINGTON; AND
LOTS 6 AND 11, BLOCK 41, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED
IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 96, INCLUSIVE, IN KING COUNTY, WASHINGTON.
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
THE CENTERLINE OF EDMONDS AVE NE
BEARING = NORTH 00°59'33" EAST PER R2
NAVD88, PER CITY OF RENTON BENCHMARK 398.
3 / IN COPPER PLUG AND A PUNCH MARK OF A 41N X 41N CONIC POST MONUMENT DOWN 0.41N IN A MONUMENT CASE IN THE
CONSTRUCTED CENTERLINE OF EDMONDS AVE NE IN FRONT OF HOUSE NUMBER 801.
SEE SURVEY FOR MORE INFORMATION.
PROJECT SITE INFORMATION
TOTAL PROPERTY AREA/ AREA OF WORK = 45,870 SF
CUT QUANTITY = 350 CY
FILL QUANTITY = 200 CY
LOCATION OF FILL SOIL = TBD
DESTINATION OF REMOVED SOIL = TBD
SHEET INDEX
SHEEP
NUMBER SHEET NAME
C1.0 CIVIL COVER AND NOTES
C1.1
NOTES
C2.0
TESC PLAN
C3.0
PAVING AND GRADING PLAN
C3.1
ACCESSIBLE ROUTE OF TRAVEL PLAN
C4.0
STORM DRAINAGE AND UTILITY PLAN
C5.0
ALLEY PLAN AND PROFILE
C5.1
GLENNW
C5.2
HARRIN
TON AV F1 IV N
C6.0-C6.7
CITY 017
REL(6i�NLILURAVVING
C6.8-C6.10
CIVIL D
Al INFORMATION ON HIS DRAWING
f ICATES CHANGES MADE TO THE
1988
1 »=20' HORIZONTAL, NAD CALNAVD1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CONSTRUCTION DOCUMENTS BASED UPON
UTILITY AS -BUILT SURVEY PREPARED BY
D.R. STRONG CONSULTING ENGINEERS
INC., DATED 12/10/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
CITY O F
RENTON
+_ N
Planning/Building/Public Works Dept.
BC:
BOTTOM OF CURB
BW:
BACK OF WALK
TC:
TOP OF CURB
EX:
EXISTING
DI:
DUCTILE IRON
SD:
STORM DRAIN
SS:
SANITARY SEWER
W:
WATER
CONTACTS
OWNER
RENTON HOUSING AUTHORITY
2900 NE 10TH ST.
RENTON, WA 98056
TEL: (425) 226-1850
CIVIL ENGINEER
COTERRA ENGINEERING PLLC
321 3RD AVE SOUTH, SUITE 406
SEATTLE, WA 98104
CONTACT: PETER APOSTOL, PE
TEL: (206) 596-7115
SURVEYOR
TERRANE
10801 MAIN STREET, SUITE 102
BELLEVUE, WA 98004
TEL: (425) 458-4488
ARCHITECT
THIRD PLACE DESIGN CO-OPERATIVE
177 WESTERN AVE WEST, SUITE 266
SEATTLE, WA 98119
CONTACT: SUZANNE DAVIS
TEL: (206) 331-3795
LANDSCAPE
THIRD PLACE DESIGN CO-OPERATIVE
177 WESTERN AVE WEST, SUITE 266
SEATTLE, WA 98119
CONTACT: BRENT CHASTAIN
TEL: (206) 331-3795
IW
S-412701 W-412701 R-412702.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SUNSET OAKS APARTMENTS
SUNSET LANE NE, RENTON, WA
CML COVER AND NOTES
10/5/20
PAGE:
DRAWING NO:
C1.0
SHEET. OF,
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,'- CITY OF RENTON SURFACE WATER NOTES
N
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO
Nt
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.
Q 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN
U-1 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
I� CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL
r 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.
I
cm CONSIDERED
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
N 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.
N1 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.
1 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.
18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE ( 1) FOOT AND
SHALL MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10
- 20% PASSING.
19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE
SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS.
20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED " STORM" SHALL BE LOCATED AT THE PROPERTY
LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227. 00.
21.21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO
THE CITY PRIOR TO CONSTRUCTION.
22. ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING
TO THE CITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS,
GUTTERS AND/ OR PAVEMENT.
23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04. 3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND
IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED.
24. FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER
STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00.
25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY
CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM
PROVIDED DURING CONSTRUCTION.
26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE
PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT- OF- WAY THAT
MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10
TEMPORARY TRAFFIC CONTROL SHALL APPLY.
27. PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PROTECTION AREA ( APA) SHALL COMPLY WITH SPECIAL REQUIREMENT # 6 OF THE RENTON SWDM AND AQUIFER
PROTECTION REGULATIONS ( RMC 4-3-050).
28. PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF
STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR
CROSSWALK SHALL BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS.
29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.
30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM.
31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT
SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL
OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT
ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT
LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701
SHALL BE CONDUCTED. FOR LARGE AREAS ( E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER
TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781.
coterra
ENGINEERING PLLC
321 3rd Ave South, Suite 406
Seattle, Washington 98104
ph 206.596.7115
coterraeng i neeri ng.com
2
WATER GENERAL NOTES
ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & 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 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.
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY,
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
CITY OF RENTON SANITARY SEWER NOTES
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.
23. 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.
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.
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON
IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988. HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY. BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS.
3. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.
4. THE HOURS OF WORK IN THE STREET ROW SHALL BE PER CITY SPECS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC ROW.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
6. 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. THE CONTRACTOR SHALL OBTAIN A DIG TICKET IN ACCORDANCE WITH RCW 19.122 A MINIMUM OF TWO
BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES.
7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH
SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19).
8. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY.
9. SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.) UNLESS APPROVED BY THE CITY. IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE ENCASED IN A STEEL CASING THAT EXTENDS A
MINIMUM OF 5 FEET OUTSIDE OF SAID STRUCTURE. STEEL CASINGS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON AND SHALL HAVE A 3/81NCH MIN WALL THICKNESS AND SHALL BE OF SUFFICIENT SIZE TO ALLOW INSTALLATION OF THE SANITARY SEWER PIPE WHILE
MAINTAINING CLEARANCES AS RECOMMENDED BY THE CASING SPACER MANUFACTURER. STAINLESS STEEL CASING SPACERS SHALL BE INSTALLED ON THE SANITARY SEWER PIPE AT DISTANCES THAT PROVIDE ADEQUATE SUPPORT TO PREVENT SAGGING. THE ENDS OF CASINGS SHALL BE SEALED WITH WRAP -AROUND
FLEXIBLE END SEALS.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A
CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS
APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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. PIPE BEDDING SHALL BE PEA IN ACCORDANCE WITH STANDARD PLAN 405.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSIOI\
DURING AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL.
13. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM,
WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
REVISION
SURVEYED:
DESIGNED: HS
DRAWN: HS
CHECKED: PA
BY I DATE I APPR APPROVED:
SCALE:
1988
1 »=20' HORIZONTAL, NAD CALNAVD1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CONSTRUCTOR
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED UPON
UTILITY AS -BUILT SURVEY PREPARED BY
D.R. STRONG CONSULTING ENGINEERS
INC., DATED 12/10/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
CITY O F
RENTON
+_ N
Planning/Building/Public Works Dept.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SUNSET OAKS APARTMENTS
SUNSET LANE NE, RENTON, WA
NOTES
10/5/20
PAGE:
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I APPROVED WET TAP CONTRACTOR)CL I
(1) 12"X10" TAPPING TEE (FL)
STA 1 +02.00, 7.40' LT
(1) 10 GV (FLXMJ) W/
THRUST BLOCKING PER COR STD �`°
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r FIRE HYDRANT
PER COR STD PLAN
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RETIRE EX WATER METERS.
CUT AND CAP SERVICE TO
BE PERFORMED BY CITY
FORCES (TYP)
ss
RIM=339.6 '
CENTER OF 8" CON
CHANNEL(N&S)-331.5
1
's
REFER TO STREET
IMPROVEMENT PLAN FOR
UNDERGROUNDING OF
POWER LINES AND
FRANCHISE UTILITIES (TYP)
POC TO BE CONFIRMED W/
PSE DESIGN (TYP)
RETIRE EX WATER METERS.
CUT AND CAP SERVICE TO
BE PERFORMED BY CITY
FORCES (TYP)
CORE TAP AND CONNECT
TO EX 8" SEWER MAIN,
PER COR STD PLAN 406.1
IE 329.5f
CORE TAP AND CONNECT
TO EX 8" SEWER MAIN,
PER COR STD PLAN 406.1
IE 329.5f
I � I
D_ LL
FOUND PK NAIL
W/ FLASHER
BM #33127
CB (TYPE 1)
RIM=338.50'
IE(SE) 18" EP=334.70'
IE(E) 18" C P=334.65'
SDMH
RIM=338.14'
IE(SW) 18" CPEP=330.54'
IE(SE) 18" CPEP=330.59'
IE(NW) 18" CPEP=333.24'
/ SI
coterra
ENGINEERING PLLC
321 3rd Ave South, Suite 406
Seattle, Washington 98104
ph 206.596.7115
coterraengineering.com
SSMH
RIM=338.34'
CENTER OF 12" CONC
CHANNEL(SW&E)=325.94'
IE (N) 8" PVC=328.79'
Rol
IE(W) 18" CPEP=330.99'
IE(SE) 8" CONC=334.34'
IE(E) 18" CPEP=330.99'
REVISION
SURVEYED:
DESIGNED: HS
DRAWN: HS
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
wv
wv EX FIRE
HYDRANT
Ld
N
wv
o CO
CB T-1
/z RIM (SOLID)=344.07
12" PVC (N)=340.82'
I 12" CONC (S)=340.82'
EX 12" DI WATER MAIN
STA 3+98.01, 4.60' LT
CONNECT TO EX WATER MAIN (BY
APPROVED WET TAP CONTRACTOR)
(1) 12"X10" TAPPING TEE (FL)
STA 3+97.51, 4.60' LT
(1) 10 GV (FLXMJ) W/
THRUST BLOCKING PER COR STD
PLAN 300.1, 2/C6.2
6B1 T-1
RIM (SO ID)=341.60
12" PVC (S)=337.25'
12" CON (N)=337.15'
.)CO
I
CB (TYPE 1)
IM-340.52'
E(E) 12" CPEP=337.12'
3 (
FYPE 1)
M=
340.08'
(
) 12" CPEP=337.08'
(
) 12" PVC=337.08'
(
12" PVC=336.98'
CB
(TYPE 1-SOLID)
RIM=340.97'
IE
(N) 12" PVC=336.87'
IE
(S) 18" CPEP=336.42'
FOUND MON IN CASE
S-R-ASS DISK
D:WN. 0.6'
1988
1 a=20' HORIZONTAL, TAL, NAD AL,NAVD1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CB (TYPE 1-SOLID)
RIM=339.58'
IE (N) 18" CPEP=335.53'
IE (W) 18" CPEP=335.43'
CONSTRUCTOR
RECORD DRAWING
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED UPON
UTILITY AS -BUILT SURVEY PREPARED BY
D.R. STRONG CONSULTING ENGINEERS
INC., DATED 12/10/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
CITY OF
RENTON
Planning/Building/Public Works Dept.
DATUM
NAVD 88
LEGEND
_--o LUMINAIRE PER ELECTRICAL PLANS
DCVA (<2")(D-
3 4FIRE HYRANT C6. C6.�
DOMESTIC WATER 5
SERVICE METER C6.
6
z WATER VALVE C6.
POST INDICATOR VALVE
FIRE DEPT CONNECTION
7
® CONC THRUST BLOCKING HORIZ
WATER/FIRE SERVICE C6.
EX WATER/FIRE SERVICE
1
- - - SANITARY SIDE SEWER C6.
CLEANOUT 6
C6.
NOTES
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES, GENERAL STORMWATER
NOTES, AND GENERAL SANITARY SEWER NOTES.
2. ALL WORK SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS
AND REQUIREMENTS.
3. SANITARY SIDE SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
CITY OF RENTON STANDARD 406.2.
4. PROVIDE 3' MIN COVER OVER FIRE SERVICE AND FDC LINES.
5. DESIGN BUILD FIRE SPRINKLER CONTRACTOR SHALL VERIFY SIZE OF FIRE
SERVICE METER AND FIRE SERVICE, BACKFLOW PREVENTOR AND FDC
LINES PRIOR TO CONSTRUCTION.
6. STATE OF WASHINGTON LEVEL III FIRE PROTECTION SPRINKLER CONTRACTOR
SHALL DESIGN AND PREPARE THE UNDERGROUND SUBMITTAL DRAWINGS PER THE
STATE OF WASHINGTON WAC 212-80-043(9). A STATE OF WASHINGTON LEVEL U
UNDERGROUND CONTRACTOR SHALL PERFORM THE INSTALLATION OF THE
UNDERGROUND PIPING PER THE STATE OF WASHINGTON WAC 212-80-043(2).
7. ALL PRESSURE REDUCING VALVES FOR DOMESTIC WATER SERVICES ARE LOCATED
IN THEIR RESPECTIVE BUILDINGS.
8. WATER PIPE TO BE CLASS 52 DUCTILE IRON PIPE W/ POLYETHYLENE
ENCASEMENT. WATER LINES SMALLER THAN <2" TO BE COPPER. SEWER PIPE TO
BE PVC ASTM 3034 SDR 35.
W,
LJ
S-412703 W-412703 R-412711
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SUNSET OAKS APARTMENTS
SUNSET LANE NE, RENTON, WA
UTILITY PLAN
10/5/20
PAGE:
DRAWING NO:
C4.1
SHEET: OF:
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4" F_. >:. _. DUCTILE IRON CLASS 52 CEMENT LINED
PIPE WITH COLLAR 18" FROM P.E. AS SUPPLIED BY
PACIFIC WATER WORKS SUPPLY CO INC.
PRIVATE CITY
P'3'-4"
.PING PIPING 12"
LONG T-C
TEE (MJ x FL)
y. GATE VALVE
�. (FL x MS) 2.-4" 1
4'-8"
MAIN
_ L
n,•
TITHE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE
DETECTOR AS PART OF THE DOUBLE CHECK VALVE ASSEMBLY.
TOUCH READ PIT LID SENSOR
MOUNTED ON STEEL PLATE
COVER THROUGH 2" DIA.
DRILLED HOLE IN COVER.
INSTALL EPDXY NON -SHRINK GROUT
4" DUCTILE IRON CLASS P.E.xP.E. PIPE,
CEMENT LINED, LENGTH TOO FIT.
DEADMAN BLOCK REQUIRED
�- TO BUILDING
l�l CONCRETE BLOCKING �12° ,ALL AROUND 4" GATE VALVE (MJ) WITH INDICATOR POST.
INDICATOR POST VALVE SAME SIZE AS DOUBLE
CHECK VALVE, PAINTED RED.
4" FLANGED COUPLING ADAPTER EQUAL TO
ROMAC.
ALL DETECTOR DCLBLE CFECK VALVE ASSEMBLIES
SIT
ALL NC_JDL dLSI_L\I SLATLU S IT OFF DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO
VA_VES AND T__ST COCKS AND CAPS. AND RESIIENT SEATED SHUTOFF VALVES.
APPROVED CROSS -CONNECTION CONTRUL
A5 LMBLILS PER D.S.H.S. LATEST APPROVED LIST,
PLAN
TOUCH READ PIT LID SENSOR
L UPRECAST CONCRETE VAULT WITH 2 - Tx3' HINGED
MOUNTED ON STEEL PLATE
STEEL PLATE COVER. DIMENSION 4' 8' x 7'-0' x 7'-0'
COVER THROUGH 2" DIA.
LIT TY VAULT CO. 577-LA OR EQUAL. GALVANIZED
DRILLED HOLE IN COVER.
STEEL LADDER
JIN
S' TT 48"
I. EPDXY
q•_3••
►}
�}
NON-
NON -SHRINK GROUT
(TY-.)
1J"`t
IjJ'•tt
7'-0"
.. .
2"
I
I-12"
CONCRETE SUPPORT
-
c
PADS OR ADJUSTABLE
PIPE SUPPORTS.
ELEVATION
NOTE:
6" MIN. DRAIN TO
DAYLIGHT OR STORM
DRAIN SYSTEM
INSTALL GALVANIZED LADDER FOR ACCESS.
AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS
COMPACTED FOUNDATION
DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF
GRAVEL
HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST
REPORT TO BE SUBMITTED TO CITY OF RENTON WATER
U-ILITY ENGINEERING. DEP-.
PRIOR TO AC'IVATION OF NEW LINE. INSTALL Y" FLARE
TEST COCKS WIT-4 Y4" FLARE CAPS.
tit Y Ci
+► PUBLIC WORKS 4" DDCV ASSEMBLY WITHOUT STD. PLAN - 360.3
"`•` ' DEPARTMENT STANDPIPE OUTSIDE INSTALLATION
>.,sv MARCH 2O10
4w DDCVA OUTSIDE INSTALLATION
TESTING DETAIL
pop
=4r NEW D.I. WATER LINE
-APPING TEE (MJxFL) VERTICAL CROSS(MJxEL) FOR POLYPIGGING
-d.PFING GATE VALVE (FL XMJ) 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
-FIMPORA.RY PI UG (MJ) WITH 2-INCH TAP 1-BLIND FLANGE ON BU1'TOM
AND 2 INCP BLOW -OFF ASSEMBLY 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF
CONCREE BLOCKING TEMPORARY BLOCK
z
-
3
0
0 FINAL CONNECTION DETAIL
F
1n
w
NEW D.I. WATER LINE
\_ ./
�R 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 CONNECTION BY CITY FORCES
NOTES: TAPPING .APPING TE S SHALL BE MADE OF CAST IRON DUCTILE IRON DR
EPDXY-CCA-1) STEEL, BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES
AND VALVES SHAL_ BE WATER TESTED BEFORE TAP
2. \C SIZE ON 51 ZE TAPS ON
CAST-IRON WATER LINES. TAP SHALL BE AT
LEAS 2" SMA LE'< DIAM=TER THAN THE EXISTING MAIN.
3. NO
W=T -AP C\ ASBE5-05 CEMENT LINE OR STEEL UNE
4. WT--APPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPE=R TAP OR 5-PERIOR TAPPING INC.
5. CONTRA. -OR SHAL_ PCTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL
A_ GNMEN- Of EXI5TI\G LINE OR STUB .AND SHALL START LAYING THE NEW
U\E AT --E 5AM= -ORI ZCN-AL A\D VERTICAL ALIGNMENT OF THE EXISTING
STV�.
5. C TY PCnC=S WILL=_RFCRM -HE FINAL CONNECTION FROM THE WATER LINE
TO TH -APPING VALV_ WI-- D.I. 5 .EVE AND D.I. SPOOL.
Y
�IG►���+ PUBLIC WORKS CONNECTION TO WATER MAIN WITH STD. PLAN - 300.1
DEPARTMENT TAPPING TEE & VALVE
ti11llL1'L 2010
TAPPING TEE CONNECTION
TEMPORARY 2" GALVANIZED PIPE
AND 2" GATE VALVE
1111 HED GRADE ELEVATION
/ INSTALL 2" PLUG ON TOP BLIND FLANGE
AFTER REMOVAL OF POLYPIG
3 FT MIN. COVER (10-INCH DIAMETER AND UNDER)
4 FT MIN. COVER (12-INCH DIAMETER AND OVER /
I
( NEW WATER MAIN POLY 1I
VERTICAL CROSS FOR POLYPIGGING STATION:
SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE
VER-ICA_ CROSS (M. X FL)
ONE HIT\D FLANG= ON TC- 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 'VJ) ON END OF CROSS
CONCRE-E B_CCKING
ALL _-BRIS A\D POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE
DISINFECTION OF NEW WATER MAIN
• Y'
1
PUBLIC WORKS POLY PIG STATION FOR CLEANING OF STD. PLAN - 300.6
DEPARTMENT WATER MAINS
`B r\,,tV�• biAROli 2010
POLY PIG STATION
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
CCIVFRESS ON -Y-E SUCH AS CLOW MEDALLION: M & H 929, MUELLER
SUPER CENTURION 20C, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH _UGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEA`TLE THREADS WITH A STORZ ADAPTOR,
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/PRESERVATI VE
PAINT No. 5780-563 DTV ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED ECJA_. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED B� RENTON =1R=_ DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED 17 REOU RED.
f MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG
5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE
ac SECTION LENGTH TO FIT. VALVE NUT EXTENSION
EXPANSION JOINT AT AS REQUIRED.
2„-1 - BACK OF SIDEWALK
fCONCRETE SIDEWALK --- RAISED PAVEMENT MARKER TYPE 88-A
OR PLANTING STRIP / STIMSONITE TWO-WAY BLUE REFLECTIVE
36" MIN
COVER �'t CONCRETE BLOCKING
Y
CONCRETE
THRJST BLOCK MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
r •,, 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FI-
2-3/4" COR-TEN STEEL TIE RODS.
16° x 8° x 4" MNINUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE U_ARNC 1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UN]FR HY7RAN- POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
' LEVEL ALL GRf.IUND LEVEL ALL GROUND
MMIN 3' RADIUS
IN 3' RADIUS
ONE MAN ROCK'B
6
D
6" CONCRETE PAD 6 CONCRETE PAD
*.
CUT FILL
HYDRANT I OCATION IN CUT OR FILL
Y.
PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENT
,MAT{Oli 2010
FIRE HYDRANT CONNECTION
NTS C6.2 NTS Z.01 NTS C6.2 NTS
CITY
PRIVATE
PIPING
PIPING
1-1/2" AND 2" WATER
SERVICE DETAIL
z
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F IN UNIMPROVED
CALTION: VALVE BOX SHO'J_D NOT R-ST ON
-ER
(�p� (��) ;i7)
'T
¢ RIGHT-OF-WAY INSTALL METER
BOX AT PROPERTY LINE WITH
Of
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PP-. LA. COM?ACTION IN AREA. OF VALVE BOX
-EE
a
0 12' LONG COPPER TAILPIECE
0
COLLD CAUSE BREAKAGE OF TIE SERVICE.
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9" MIN.
'
12" MAX.
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7 CumL
LEAVE EXPOSED - O
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12"
BY PASS NOT ALLOWED
FOR IRRIGATION METERS
(1 ' ._ --- ,�.
.�
CRUSHED -ROCK
a BASE TO SUPPORT
A
f'1 - �,
VALL T.
DRILL 2" DIA, HOLE FOR
-D-2 RFA7 C-VICE
QUICK -JOINT
COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN
kL 2 1/2" M N. FROM NEAREST
NOTE:
r AND FRCNT EDGE OF PIT LID
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS
-F
THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF
MORE THAN ONE RIB.
TYPICAL RIB
AL LIST FOR 2" SERVICE: ME-=R LOCATED IN PLANTING STRIP
MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP
BEI'N_EN CURB & SIDEWALK
BETWEEN CURB & SIDEWALK
'. 2" tapped :ce, on new wotar mein.
1. 2" lapped tee on new water main.
". 4" la-g X 2" brass nipple with thread- a-ds (MIDI).
2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" rest lent soot gate nave with threaded ends, square operating nut,
3. 2' resilient seat gate valve with threaded ends, square operating nut, and
vn n
end vat .:: extension if re W,ed see standard detail 330-1 .
q ( )
valve nut extension if required see standard detail 330.1 .
9 ( )
4. Two piece case. iron valve box. Standara 8" lap section with regular
4. Two plece cost iron valve box. Standard 8" top section with regular base
base section, lergt^ to fit, "ug" type cover, 2" brass bushing (MIPT x
section, length to fit, "lug' type cover.
FIPT).
5. 2" X 1-1/2' hex bruse bushing (MIPT x FIPT). 2 each 1-1/2" brass or
b. 2 each 2" browripples 6" length, threaded ends. 2 each
bronze nipples 6" length, threaded ends. 2 each 1-1/T'-90' brass or
2"-90' brass or bronze a bows (FIP- x = P-),
bronze elbows (FIPT x FIPT),
B. 2" (MIPT) x compression fitti-q, Ford C84-66 or equal.
6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal.
,. 2" soft coppe+ tubing type K or brass nipples (MIPT x MIPT), length to
7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length
fit.
to fit.
B. 2" threaded brass 90' ell.
B. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal.
g. 2" Customsetter with b -ass Ford: VBH 86-128-11-77 x 17-3 16"
Y P ( /
9. 1-1 2' Customsetter with b ass Ford: VBH 66-126-11-66 x
I Y-P
), McDonald Brass: 308715WDFF775 or Mueller B-1427-2", with flanged
13-3/16"), McDonald Brass: 3OB612WDFF665 or Mueller B-1427-1 1/2",
c"gle ball valve and padlock wings on inlet, and angle check valve
with flanged angle ball valve and padlock wings on Inlet, and angle check
-_: et, ball valve on bypass with padlock wings. Customsetter shall
valve outlet, ball valve on bypass with padlock wings. Customsetter shall
hove vertical inlet and outlet.
have vertical inlet and outlet.
"U. ROyd meters ,eecer to be supplied and 'nstalled In meter setter
P b P
F Y
10. Rigid meters reader to be supplied and Installed in meter setter b
9 P PP Y
car -actor.
contractor.
1. WaL r e:e• shal be supplied and installed h City of Renton upon
PP Y Y P
11. Water meter shall be supplied and installed b City of Renton upon
PP Y Y P
payment o` of rela-sd water ear fee and satisfactory pressure and
payment of all related water meter fee and satisfactory pressure and
p,;r ty tests.
purity tests.
'2. '7"x3O" Plastic meter box equc is Mld-States Plastics, Inc. BCF Series
12. 17"x3O' Plastic meter box equal to Mid -States Plastics, Inc. BCF Series
MSBCF 1730-18 with 2" thick Ductile !ran diamond plate cover 18"x3l"
MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x3l"
equal to Mic-States 'lost:cs, Inc. MSCBC-1730-R with 2" drilled hole
equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for
for touchreed pit lid, ane meter read lid.
touchread pit lid.
'3. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford 0-14-66
13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford
or equal. The property owner is responsible for any necessary adaptation or
C-14-66 or equal. The property owner is responsible for any necessary
ez.ens. o, of water service.
adaptation or extension of water service.
N 0 T E:
ALL METER BOXES INSTALLED IN CONCRETE OR PAVED
DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC
FOUNDARY.
EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH
SIDES OF METER BCX.
n f PUBLIC WORKS
2" WATER SERVICE LOCATED
STD. PLAN - 320.2
`•` ,` DEPARTMENT
IN PLANTING STRIP
MARCH 2U1U
1.5" + 2" WATER SERVICE
A PLAN VIEW A
VALVE BOX LID WITH
EARS IN DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
OPERATING NUT
12" MIN,
WATER" CAST INTO IT
18" MAX,
4" CONCRETE COLLAR FOR
VALVES IN PAVED AREAS
-
4 1/4" DIA.
1/8" MIN. THICKNESS
SEE DETAIL
2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE
OR OLYMPIC FOUNDRY
1" STEEL
LENGTH AS REQUIRED
1/8' MIN. THICKNESS
�-
2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
SECTION A -A
VALVE OPERATING NUT
EXTENSION
VALVE OPc-RAIION NI EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MCRE THAN THREE (3) FEET BELOW
FIN S-IED GRAD_. EXTENSIONS ARE TO BE A
MINIMIJM 0= ONE (1) FOOT LONG. ONLY ONE
EXTENSION -0 BE USED PER VALVE,
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, S ZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
-0 GARSONITE UTILITY MARKER
VALVE MARKER FCS- TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
3"
38" MIN.
WIDTH
WHITE POST
62"
I�¶ T
. T IN
-IH
24"
VALVE MARKER POST
Y STD. PLAN - 330.1
PUBLIC WORKS VALVE BOX, MARKER & OPERATING
DEPARTMENT NUT EXTENSION
MARCH 2010
WATER VALVE BOX
NTS C6.2 NTS
co erra
ENGINEERING PLLC
321 3rd Ave South, Suite 406
Seattle, Washington 98104
ph 206.596.7115
J coterraengineering.com
li
2
REVISION
v
a
11-1/4" BEND 22-1/2' BEND 45' BEND
CAP
TEE 90' BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR FIRM SILTY SAND
COMPACT SAND
COMPACT SAND &GRAVEL
911*
45' BEND
11 1/4'
90•
45' BEND
11 1/4'
9D'
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
1-)
BEND
4'
7.0 42
42
1.7
2.9
2.1
2.1
2.2
1:6
1.6
1.0
6"
13.3 9.4
1 9.4
3.8
6.7
4.7
4.7
1.9 1 5.0
3.5
1 3.5
1.4
6.7
11.7
8.4
8.4
34 l 8.8
6.3
613
2 3
12"
53.0 3Z5
37.5
15.0
26.5
18.8
18.8
7.5 20.0
14.0
1 14.0
5.6
AREAS CALCULA. _D ON 300 PSI TEST PRLSSURE. S-O" MIN. COVER FOR WAIERMAIN LESS THAN 12".
4'-D" MIN. COVER FOR WATERMAIN 12' OR GREATER.
MAX. HEIGI-- ::- IHRUST BLOCK (FT) - 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) - O.D. PIPE + 1.0'
IRUST BLOCK BEARING
TEA REFERS TO THE
ICE DF RLOCK MEASURED
IN SQUARE 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. AL_ BLOCKING SHALL BE CONCRETE CL 5 (1-I/2").
5. B-CCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA.
POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
Tt ° CONCRETE BLOCKING FOR STD. PLAN - 330.2
PUBLIC WORKS HORIZONTAL AND DOWNWARD
DEPARTMENT VERTICAL BENDS MARCH 2010
r,Ar•.Li;
CONCRETE THRUST BLOCKING
NTS
SURVEYED:
DESIGNED: HS
DRAWN: HS
CHECKED: PA
BY
DATE
APPR
APPROVED:
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL, NAD 1983/1991
DATUM
- 3"
(MIN.)
�71:»illNl�il�y[iPPI
6"MIN.(TYP.)
UNION (TYP,)
TO CITY
METER STACKED METER SECTQN -6" MIN. FREE
BOX=S DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHEC< VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEA--H.
2. THE OWNER/APPLICANT VUS- OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION CF -HE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
]CV AN] ALL NC AND SH N N THIS AN.
A D OW 0 PL
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
NSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER
JIILITY CROSS -
CONNECTION CONTROL SPECIALIST, FAX N0. 425-430-7241,
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
n PUBLIC WORKS
�+ ASSEMBLY FOR IRRIGATION OR
DEPARTMENT RESIDENTIAL FIRE SPRINKLER
MARCH 2O10
8 3/41 - 2' DCVA
RECO W DRAW NG
THE INFORMATION ON THIS DRAWING
INDICATES CHANGES MADE TO THE
CONSTRUCTION DOCUMENTS BASED UPON
UTILITY AS -BUILT SURVEY PREPARED BY
D.R. STRONG CONSULTING ENGINEERS
INC., DATED 12/10/21, AND
TRANSFERRED TO THE REPRODUCIBLE
DRAWINGS BY THE ENGINEER.
+_ CITY OF
RENTON
Planning/Building/Public Works Dept.
V J
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V-412704 R-412717 z
IN COMPLIANCE WITH CITY OF RENTON STANDARDS w
SUNSET OAKS APARTMENTS
SUNSET LANE NE, RENTON, WA
CITY OF RENTON CML DETAILS
a
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Cn
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DATE:
10/5/20
�
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FlELDBOOK:
PAGE:
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DRAWING NO:
C6.2
Z
U)
SHEET: OF:
17 36