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SURFACE WATER STANDARD PLAN NOTES
1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION
AND THE APPLICANT.
3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE 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. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR
VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER
CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH
ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT,
SURFACE WATER UTILITY SECTION.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 AM. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS
OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS
REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS
THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON.
9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR.
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF
RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS.
13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL
CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE
APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
15. 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 SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE.
16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT
RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES.
19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON 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. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A
DEPTH OF ONE (1) FOOT AND MUST 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.
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE
WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.
22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL
CONFORM TO THE FOLLOWING:
a. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS,
DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL
HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
b. OUTLETS ON EACH LOT SHALL BE LOCATED WITH AFIVE-FOOT-HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL,
BE VISIBLE, AND BE SECURED TO THE STAKE.
c. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE
SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION.
d. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS.
e. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER,
GAS, TELEPHONE, TELEVISION).
f. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER.
g. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED
THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF
LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE
CAPACITY.
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR
LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND
MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS
TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE
TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT,
TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY.
27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER
PROTECTION REGULATIONS (RMC 4-3-050).
Al
design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
2 BID ADDENDUM # 1
3 BID ADDENDUM # 2
5 CONSTRUCTION ASI-1
NO. I REVISION
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1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS -SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION
PLANS:
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS
DESIGN ENGINEER.
3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY
SURVEY TAPE AR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED
DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS
SHALL BE MAINTAINED BY THE APPLICANT/BC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
4. 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.
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST 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 EROSION AND SEDIMENT FACILITIES SHALL
BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION
HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY
OF THE PERMITEE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE
CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND
SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF
CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE
ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTSI AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND
WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR
LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1sT
TROUGH MARCH 3oTH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1 N TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30
INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS.
10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.
PROJECT
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ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
CIVIL ENGINEER: MARC ERRICHETTI, PE
12.
THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM
(206) 402-4644
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13.
AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES
219 FIRST AVE S, SUITE 401
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SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
SEATTLE, WA
14.
DURING THE TIME PERIOD OF OCTOBER L- THROUGH MARCH 3oTH ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR
ARCHITECT: PAM DERRY, AIA
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MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING.
(206) 624-7880
15.
ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL
TONKIN ARCHITECTURE
MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE
204 FIRST AVE S
TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
SEATTLE, WA 98104
16.
PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN
PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF
LANDSCAPE ARCHITECT: ROB FAZIO, PLA
THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.
(206) 774-9490
FAZIO ASSOCIATES INC.
17.
ALL ESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE.
LANDSCAPE ARCHITECTURE
2244 NW MARKET ST, SUITE B
SEATTLE, WA 98107
ERC MITIGATION MEASURE
1. A
SURVEY SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER THAT CONFORMS TO THE
REQUIREMENTS AND STANDARDS IF THE WASHINGTON STATE OFFICE OF ARCHAEOLOGY AND HISTORIC
SHEET INDEX
PRESERVATION AND MUST BE CONDUCTED UNDER THE ONSITE SUPERVISION OF A STATE APPROVED
C1.0-C1.1 COVER AND NOTES
ARCHAEOLOGIST PRIOR TO CONSTRUCTION PERMIT APPROVAL.
C2.0 SITE DEMO AND TESC PLAN
C3.0 SITE DRAINAGE AND UTILITY PLAN
C4.0 SITE GRADING AND PAVING PLAN
C5.0-05.1 ROW UTILITY PLAN AND PROFILE
C6.0 ROW FRONTAGE IMPROVEMENT AND RESTORATION PLAN
ABBREVIATIONS
C7.0-C7.1 CIVIL DETAILS
C7.2-C7.6 COR STD DETAILS
ACP
ASPHALT CONCRETE PAVEMENT LA LANDSCAPE
APPROX APPROXIMATE LF LINEAL FEET
ARCH
ARCHITECTURAL MECH MECHANICAL
ATB
ASPHALT TREATED BASE MJ MECHINICAL JOINT
CB
CATCH BASIN N NORTH
CEM
PORTLAND CEMENT OC ON CENTER
CL
CLASS OD OUTSIDE DIAMETER
CONIC
CONCRETE POC POINT OF CONNECTION
COS
CITY OF SEATTLE PROP PROPOSED
COR
CITY OF RENTON PVMT PAVEMENT
COORD COORDINATE REF REFERENCE
CSTC
CRUSHED SURFACING TOP COURSE REM REMOVE
DEMO
DEMOLITION REQ REQUIRED
DIA
DIAMETER S SOUTH
E
EAST SCH SCHEDULE
ELEC
ELECTRICAL SD STORM DRAIN
ELEV
ELEVATION SDOT SEATTLE DEPARTMENT OF TRANSPORTATION
EX, EXIST EXISTING SPKLR FIRE SPRINKLER
FDC
FIRE DEPARTMENT CONNECTION SPU SEATTLE PUBLIC UTILITIES
FF
FINISH FLOORSQUARE
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FIG
FINISHED GRADE SSQ SANITARY SEWER
FL
FLANGE STRUCT STRUCTURAL
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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GA
GAUGE TYP TYPICAL
_
GV
GATE VALVE LINO UNLESS NOTED OTHERWISE
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LENGTH WA WATER
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SURVEYED_
SCALE:
1"= 10'
VERTICAL. NAVD 1988
HORIZONTAL-NAD 1983/1991
` --� CITY OF
R E N TO N COMMONS L LC
RENTON
215 WHITWORTH AVE S, RENTON, WA 98057
DATE:
1 1 / 15 /2017
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0829 2017
DESIGNED:
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FIELDBOOK:
11 15 2017
RENTON
PAGE:
DRAWN:
TTG
ONE INCH
DATUM
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DRAWING NO:
CHECKED:
WE
AT FULL SCALE
IF Na ONE INCH
Planning/Building/Public Works Dept.
COVER AND NOTES
C1.0
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BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
SHEET: OF:
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WATER GENERAL NOTES
1. 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 JOINT(S) MAY BE
WITH ANSI/AWWA C153/A21.53 94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10 87.
ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE
CONTRACTOR AND TRANSMITTED TO THE OWNER.
8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF
RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW
LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85
WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD
THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS:
OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING
COUNTER CLOCKWISE (LEFT).
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 STORT STORZ ADAPTER SHALL BE FORGED AND/OR
EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ
FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH
1 /8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE.
12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- 655 SAFETY YELLOW OR APPROVED EQUAL.
13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION.
15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL
BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR.
16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING 'PIGS" PRIOR TO DISINFECTION. THE 'POLY PIGS" SHALL BE GIRARD
INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF `PIG" ONLY.
17. 'PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION.
18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE
SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A
REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED
IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD.
19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM
HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7- 11.3(12)E OR
7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE.
20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
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.
Al
design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
HEARING EXAMINERS CONDITIONS OF APPROVAL
SANITARY SEWER NOTES AND SPECIFICATIONS
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1.
THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURE ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED
1.
ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
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JULY 25, 2016.
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND
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MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL
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2.
THE APPLICANT SHALL OBTAIN A PERMANENT RIGHT-OF-WAY USE PERMIT IN ORDER TO ENCROACH INTO RIGHT-OF-WAY BY NO MORE THAN TWO
TIMES DURING CONSTRUCTION.
-FEET FOR THE CENTRAL BAY. THE RIGHT-OF-WAY USE PERMIT SHALL BE OBTAINED PRIOR TO CONSTRUCTION/BUILDING PERMIT APPROVAL.
2.
THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY
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THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK
3.
THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE PART 77 HORIZONTAL SURFACE HEIGHT LIMIT PRIOR TO CONSTRUCTION/BUILDING PERMIT
WITHIN PUBLIC RIGHT OF WAY.
APPROVAL.
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.
4.
THE APPLICANT SHALL BE REQUIRED TO SUBMIT A REVISED LANDSCAPE PLAN TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING
PERMIT APPROVAL. THE REVISED LANDSCAPE PLAN SHALL INCLUDE THE FOLLOWING: COMPLIANCE WITH THE DRAFT DOWNTOWN STREETSCAPE DESIGN
4.
A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE
STANDARDS AND GUIDELINES (DSDSG) (DATED MARCH 16, 2016) OR AS MAY BE AMENDED OR APPROVED PRIOR TO PLANS BEING SUBMITTED FOR
CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BY A
BUILDING PERMITS; SPECIFIC DETAIL FOR COURTYARD SCREENING AND FURNITURE; THE ADDITION OF ONE LITTER RECEPTACLE TO THE FRONTAGE
REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN
IMPROVEMENTS LOCATED AS CLOSE TO PRIMARY BUILDING ENTRANCE AS POSSIBLE; AND LANDSCAPE PLANTERS TO DENOTE PEDESTRIAN ENTRY
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
POINTS.
5.
CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS
5.
THE APPLICANT SHALL PROVIDE A COPY OF A JOINT PARKING AGREEMENT FOR ANY PARKING STALLS LOCATED OFF SITE. AN EXECUTED JOINT
ON THE CONSTRUCTION SITE.
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PARKING AGREEMENT (IF ANY) SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO OCCUPANCY.
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6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
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6.
THE PROVISION OF AN ADA VAN ACCESSIBLE PARKING STALL SHALL BE REQUIRED. THE REVISED PARKING PLAN SHALL BE SUBMITTED TO, AND
7.
PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
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APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
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8.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
7.
THE APPLICANT SHALL BE REQUIRED TO SUBMIT A RECORDED PEDESTRIAN EASEMENT IN SUFFICIENT WIDTH (UP TO 2 FEET) TO CONSTRUCT
r
REQUIRED STREET IMPROVEMENTS BEHIND THE EXISTING CURB. THE EASEMENT SHALL BE SUBMITTED TO, AND APPROVED BY, THE PLAN REVIEWER
9.
THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND
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PRIOR TO CONSTRUCTION PERMIT APPROVAL.
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
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10.
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
8.
THE APPLICANT SHALL SUBMIT A REVISED PAVING PLAN WHICH INCLUDES A SUITABLE TRANSITION TO THE EXISTING SIDEWALK, NORTH AND SOUTH OF
INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER
THE SUBJECT PROPERTY. THE REVISED PAVING PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE PLAN REVIEWER PRIOR TO CONSTRUCTION
ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
PERMIT APPROVAL.
11.
OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
9.
THE APPLICANT SHALL IDENTIFY AN OFF -SITE STAGING AREA FOR CONSTRUCTION. THE AREA SHALL BE WITHIN A REASONABLE DISTANCE FROM SITE
COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN
TO LIMIT CONSTRUCTION TRAFFIC TO AND FROM THE SITE. PEDESTRIAN PATHS TO AND FROM RENTON HIGH SCHOOL SHOULD BE CAREFULLY STUDIED
A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL
TO ENSURE A WELL -COORDINATED, SIGNED, AND MAINTAINED TRAFFIC CONTROL PLAN. THE TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO, AND
BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
APPROVED BY, THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. ADDITIONALLY, THE APPLICANT SHALL BE REQUIRED TO NOTIFY
SURROUNDING PROPERTY OWNERS (WITHIN 300-FOOT RADIUS OF THE SITE) IN ADVANCE OF THE START OF CONSTRUCTION (NO LESS THAN 30
12.
DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
DAYS), AND PROVIDE UPDATES NO LESS THAN QUARTERLY DURING THE CONSTRUCTION PERIOD.
13.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION
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OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
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10.
THE APPLICANT SHALL BE REQUIRED TO SUBMIT A LIGHTING ANALYSIS DEMONSTRATING COMPLIANCE WITH RMC 4-6-060(I)(3). THE LIGHTING
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ANALYSIS SHALL BE SUBMITTED TO, AND APPROVED BY, THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL
14.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF
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THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS,
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11.
THE APPLICANT SHALL PROVIDE A LIGHTING/SAFETY PLAN WHICH INCLUDES THE FOLLOWING: LIGHTING WITHIN THE COVERED GARAGE DURING ALL
AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING
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OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO
HOURS; LIGHTING TO ILLUMINATE THE ALLEY; A LIMITED ACCESS GATE FOR THE GARAGE; A SURVEILLANCE SYSTEM INSTALLED IN THE COVERED
UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE
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GARAGE TO HELP DETER INCIDENTS OF CRIME AND SUSPICIOUS ACTIVITY; AND AN EMERGENCY COMMUNICATIONS DEVICE WITHIN THE COVERED GARAGE.
PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
THE LIGHTING/SAFETY PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT
APPROVAL.
15.
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 WASTEWATER UTILITY.
12.
THE APPLICANT SHALL PROVIDE A PAVEMENT DESIGN FOR WHITWORTH AVE S. THE PAVEMENT DESIGN SHALL BE SUBMITTED TO, AND APPROVED BY,
THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
16.
IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2'
DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
13.
THE APPLICANT SHALL REMOVE THE PROPOSED GAZEBO FROM ITS PROPOSAL AS VOLUNTEERED DURING THE PUBLIC HEARING.
14.
THE APPLICANT SHALL PROVIDE THE CITY WITH SPU AUTHORIZATION TO CONSTRUCT INFRASTRUCTURE IMPROVEMENTS WITHIN THE SPU RIGHT-OF-WAY
CONSTRUCTION SEQUENCE
BEFORE CONSTRUCTION PERMITS ARE ISSUED.
15. THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS WHICH INCORPORATE ADDITIONAL HEIGHT FOR THE GROUND LEVEL WINDOWS ALONG THE NORTH,
SOUTH, AND EASTERN FACADES TO A HEIGHT THAT EXCEEDS TEN FEET AS SPECIFIED BY STAFF. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO,
AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
16. THE CANOPY ALONG SOUTHERN AND EASTERN FACADES SHALL BE INCREASED TO A HEIGHT OF NO LESS THAN 14 FEET AT THE BOTTOM OF THE
CANOPY. DEPENDING UPON THE FINAL DESIGN, THE CANOPY SHOULD EXTEND 15-FEET ABOVE GRADE. DESIGNING THE CANOPY TO EITHER: TILT
UPWARD, REDUCE THE WIDTH OF THE FACE OF THE CANOPY, OR MODULATE CONSISTENT WITH THE BAY WINDOW ENCROACHMENT ABOVE WOULD ALSO
HELP EMPHASIZE A TALLER GROUND FLOOR HEIGHT ESPECIALLY AT THE ENTRANCE. THE REVISED ELEVATIONS SHALL BE SUBMITTED TO, AND
APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
17. THE APPLICANT SHALL CONSIDER ADDING PUBLIC ARTWORK, ALONG WHITWORTH AVE S., THAT IS PUBLICLY VISIBLE AND IN KEEPING WITH THE VISION
OF DOWNTOWN RENTON AS AN ARTS CENTER. A NARRATIVE REGARDING THE ABILITY TO INCORPORATE PUBLIC ART INTO THE PROPOSAL SHALL BE
SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. IF APPROPRIATE, PUBLIC ART SHALL BE INCLUDED
IN A REVISED LANDSCAPE PLAN TO BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT
APPROVAL.
18. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD SUBJECT TO THE APPROVAL OF THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING
PERMIT APPROVAL. ACCEPTABLE MATERIALS INCLUDE A COMBINATION OF BRICK, INTEGRALLY COLORED CONCRETE MASONRY, PRE -FINISHED METAL,
STONE, STEEL, GLASS, CAST -IN -PLACE CONCRETE, OR OTHER HIGH QUALITY MATERIAL. THE MATERIALS BOARD SHALL ALSO INCLUDE, BUT NOT BE
LIMITED TO THE FOLLOWING: STREET LEVEL WINDOWS; FRAMES AND GLASS, CEDAR SIDING STRIPS, ANY PROPOSED FENCING (ESPECIALLY
SURROUNDING THE PLAYGROUND), TRELLIS/PERGOLA STRUCTURE ON SOUTH SIDE OF PROPERTY, BICYCLE RACK CANOPY, AND PARAPET CAP. ANY
NON -BRICK MASONRY FINISHES PROPOSED AT THE GROUND LEVEL THAT MAY BE ACCESSIBLE TO HUMANS SHALL BE ANTI -GRAFFITI COATED TO
ENSURE EASY REMOVAL OF GRAFFITI.
19. A CONCEPTUAL SIGN PACKAGE, WHICH INDICATES APPROXIMATE LOCATIONS OF ALL EXTERIOR BUILDING SIGNAGE SHALL BE SUBMITTED. LOCATIONS
AND SUPPORTS ARE REQUIRED TO BE COMPATIBLE WITH THE BUILDING'S ARCHITECTURE AND EXTERIOR FINISHES. THE CONCEPTUAL SIGN PACKAGE
SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
20. THE SITE PLAN SHALL BE REVISED TO REMOVE AND/OR RELOCATE THE PROPOSED BICYCLE RACK CURRENTLY PROPOSED ALONG THE NORTHERN
PROPERTY LINE TO A MORE VISIBLE LOCATION. THE REVISED SITE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING
PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
21. THE APPLICANT SHALL BE REQUIRED TO REPLACE THE EXISTING CURB ALONG THE FRONTAGE OF THE SITE. A REVISED PAVING PLAN SHALL BE
SUBMITTED TO, AND BE APPROVED BY, THE PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
22. ALL ROOFTOP EQUIPMENT, STORAGE AREAS, UTILITIES AND LOADING AREAS, IF ANY, SHALL BE LOCATED, DESIGNED AND SCREENED TO MINIMIZE VIEWS
FROM SURROUNDING PROPERTIES. LOADING AND DELIVERY AREAS SHALL BE SEPARATED FROM PARKING AND PEDESTRIAN AREAS.
2 BID ADDENDUM # 1
3 BID ADDENDUM # 2
5 CONSTRUCTION ASI-1
NO. I REVISION
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. INSTALL CATCH BASIN PROTECTION AS SHOWN ON PLANS.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL SILT FENCE AS SHOWN ON PLANS.
7. CONSTRUCT SEDIMENT TRAP.
8. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR SWALES, TEMP. SUMPS AND PUMPS, ETC.) SIMULTANEOUSLY WITH CLEARING AND
GRADING FOR PROJECT DEVELOPMENT.
10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND
MANUFACTURER'S RECOMMENDATIONS.
11. 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.
12. 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.
13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED. R-395502
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CALL 48 HOURS
BEFORE YOU DIG!
811
8 18 2017
SURVEYED_
SCALE:
1"= 10,
VERTICAL. NAVD 1988
HORIZONTAL° NAD 1983/1991
DATUM
` --� CITY OF
0 RENTON
Planning/Building/Public Works Dept.
RENTON
R E N TO N COMMONS L LC
215 WHITWORTH AVE S, RENTON, WA 98057
COVER AND NOTES
DATE:
1 1 / 15 /2017
Oq29 2017
DESIGNED:
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11 15 2017
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A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
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REM. EX BLDG UNDER
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REM. EX. WALL
SILT FENCE PER
COR STD PLAN 214.00
INTERCEPTOR SWALE PER
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NOTES
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES.
2. ONLY MAJOR ONSITE DEMOLITION ITEMS ARE INDICATED IN THIS PLAN. REMOVE ADDITIONAL EXISTING FEATURES
IN ROW AND AS REQUIRED FOR CONSTRUCTION OF NEW IMPROVEMENTS. DEMOLITION OF EXISTING BUILDING
UNDER SEPARATE PERMIT.
3. COORDINATE ALL UTILITY DEMOLITION WITH CONSTRUCTION OF NEW SYSTEMS. TEMPORARILY MAINTAIN EXISTING UTILITY
SYSTEMS AS REQUIRED TO CONVEY FLOWS FROM PORTIONS OF SITE OUTSIDE CONSTRUCTION AREAS AND
PROVIDE TEMPORARY BYPASS AND PUMPING SYSTEMS AS REQUIRED BY CONTRACTORS OPERATIONS AND OWNERS USE
OF FACILITIES.
4. COORDINATE ALL UTILITY INTERRUPTIONS WITH AFFECTED FACILITY OWNERS. PROVIDE MINIMUM 2 WEEKS ADVANCE
NOTICE OF ALL INTERRUPTIONS.
5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR
OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT
NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY AND
AVOID ANY OTHER UTILITIES SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.
6. NOT ALL REQUIRED CB PROTECTION IS INDICATED ON THIS PLAN. INSTALL CB PROTECTION ON ALL EX CB'S
TO REMAIN DURING CONSTRUCTION AND ALL INSTALLED CB'S. MAINTAIN PROTECTION UNTIL TRIBUTARY
SURFACES ARE STABILIZED.
7. MAINTAIN/RELOCATE TESC MEASURES AND PROVIDE ADDITIONAL TESC MEASURES AS REQUIRED TO STABILIZE
EXPOSED SOILS, MINIMIZE SEDIMENT TRANSPORT ON SITE, AND MEET ALL SITE DISCHARGE AND PERMIT
REQUIREMENTS. ADDITIONAL FACILITIES BEYOND THOSE INDICATED ON THIS PLAN MAY BE REQUIRED, AND IT IS
THE CONTRACTORS RESPONSIBILITY TO DETERMINE AND PROVIDE ADDITIONAL MEASURES THAT ARE
NECESSITATED DUE TO THEIR OPERATIONS AND SEQUENCING OF THE WORK. ALL TESC MEASURES SHALL BE
REMOVED FOLLOWING SITE STABILIZATION WITH FINAL PAVING AND PLANTING.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL REQUIRED MONITORING, TESTING, REPORTING AND
ALL OTHER COMPLIANCE MEASURES AS NECESSARY TO MEET PROJECT PERMIT COVERAGE REQUIREMENTS.
9. CONTRACTOR SHALL DESIGN AND PROVIDE TEMPORARY STORAGE AND WATER QUALITY TREATMENT FACILITIES
FOR CONSTRUCTION RUNOFF, INCLUDING BUT NOT LIMITED TO PRETREATMENT AND STORAGE TANKS, SAND
FILTRATION, CHEMICAL TREATMENT SYSTEMS, PIPING, PUMPS, AND ANY OTHER FACILITIES REQUIRED TO MEET
THE PERMIT WATER QUALITY REQUIREMENTS FOR ALL SITE DISCHARGES. NUMBER, TYPE AND LOCATION OF
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5. COORDINATE ALL UTILITY INTERRUPTIONS WITH AFFECTED FACILITY OWNERS. PROVIDE MINIMUM 2 WEEKS
ADVANCE NOTICE OF ALL INTERRUPTIONS.
6. STORM DRAINS SHALL BE PLACED AT A MINIMUM SLOPE OF 2% AND A MAXIMUM SLOPE OF 25% U.N.O.
7. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS DURING TRENCH EXCAVATION TO PROTECT
EXISTING UTILITIES FROM DAMAGE AND SETTLEMENT.
8. RESTORATION FOR ALL UTILITY CUTS IN EXISTING PVMT SHALL BE PER CITY OF RENTON TRENCH
RESTORATION AND OVERLAY REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON AS
REQUIRED AND SHALL PAY ALL COSTS FOR RESTORATION.
9. COORDINATE WITH ELECTRICAL/FIRE FOR PROVISION OF PIV TAMPER SWITCH, WIRING AND CONNECTIONS
TO ALERTING SYSTEM.
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ISSUANCE FOR STORM DRAIN CONNECTION IN SPU RIGHT OF WAY.
11. PRIMARY PUMP POWER SHALL BE PROVIDED VIA BUILDING SERVICE. BACKUP POWER SHALL BE
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2. ALL EARTHWORK AND SUBGRADE PREPARATION SHALL BE PERFORMED IN
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GEOTECHNICAL REPORT PREPARED FOR THIS PROJECT.
3. SEE ARCH/LA PLANS FOR ADDITIONAL SURFACING INFO AND SPECIAL
FINISHES/SCORING.
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PLACEMENT OF ALL SURFACING MATERIALS.
5. GRADE ALL AREAS TO PROVIDE DRAINAGE AWAY FROM THE BUILDINGS.
FINE GRADE AREAS TO DIRECT DRAINAGE TO DRAINAGE STRUCTURES.
6. COORDINATE GRADING AROUND BUILDING WITH ARCHITECTURAL DWGS.
NOTIFY ENGINEER OF ANY DISCREPANCIES.
7. RESTORATION FOR ALL UTILITY CUTS IN EXISTING PVMT SHALL BE PER
CITY OF RENTON TRENCH RESTORATION AND OVERLAY REQUIREMENTS.
CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON AS REQUIRED
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HORIZONTAL- N D 19VD 83/1991
CITY OF
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1 1 /15/2017
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}
RENTON
215 WHITWORTH AVE S, RENTON, WA 98057
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Planning/Building/Public Works Dept.
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} CITY OF
RENTON
Planning/Building/Public Works Dept.
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0
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COR STD PLAN 330.2 AND 330.3
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PER COR STD PLAN 330.1
FIRE HYDRANT PER COR STD PLAN 310.1
WATER METER PER COR STD PLAN 320.2
1" WATER SERVICE U.N.O.
12" DI CLASS 52
WATER MAIN U.N.O.
6" PVC SDR 35 ASTM 3034 (U.N.O.)
SANITARY SEWER SERVICE
ELECTRICAL CONDUITS
TEL/DATA CONDUITS
NOTES
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES.
2. SEE SHEET C6.0 FOR PAVEMENT RESTORATION PLAN.
3. VERIFY INVERTS OF ALL EX. SYSTEMS AT PROPOSED POC'S TO NEW LINES
PRIOR TO ORDERING OF MATERIAL AND NOTIFY ENGINEER OF ANY
DISCREPANCIES AT LEAST 4 WORKING DAYS PRIOR TO STARTING PIPE
LAYING OPERATIONS.
4. COORDINATE ALL UTILITY INTERRUPTIONS WITH AFFECTED FACILITY OWNERS.
PROVIDE MINIMUM 2 WEEKS ADVANCE NOTICE OF ALL INTERRUPTIONS.
5. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS DURING TRENCH
EXCAVATION TO PROTECT EXISTING UTILITIES FROM DAMAGE AND SETTLEMENT.
6. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES AND VERTICAL BENDS
SHALL BE PER COR STD PLANS 330.2 AND 330.3.
7. ALL MECHANICAL JOINTS FITTINGS AND VALVES SHALL HAVE RESTRAINED GLANDS
EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP, EXCEPT WHERE
SHACKLE RODS ARE INDICATED.
8. SHACKLE RODS SHALL BE INSTALLED PER COR STD PLAN 330.5.
9. PIPE JOINT DEFLECTION SHALL NOT EXCEED HALF OF THE MANUFACTURE'S
ALLOWABLE DEFLECTION.
10. SCHEDULING FOR THE WATER CUT -IN CONNECTION AT S 3RD STREET SHALL BE
COORDINATED BY THE CONTRACTOR WITH THE CITY PUBLIC WORKS INSPECTOR
AND CITY PROJECT MANAGER. ALL CONNECTIONS TO THE EXISTING WATER MAIN
NEED TO BE COMPLETED BY CITY MAINTENANCE CREWS. THE CONTRACTOR IS
RESPONSIBLE FOR EXCAVATION OF THE TRENCH, SHORING OF THE TRENCH AND
SUPPLYING THE MATERIALS NEEDED FOR THE CUT -IN.
11. PORTION OF SIDE SEWER CROSSING OVER WATER MAIN SHALL BE CONSTRUCTED
WITH (1) STICK OF PVC C-900 PIPE, CENTERED ON WATER MAIN.
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DAVID EVANS AND ASSOCIATES INC.
20300 WOODINVILLE SNOHOMISH ROAD
NORTHEAST, SUITE A. 425-415-2000
AS CONSTRUCTED FIELD INFORMATION DEPICTED
ON THIS MAP REPRESENTS THE RESULTS OF A
SRVEY MADE ON DEC. 13, 2017, DEC. 14, 2017, DEC.
18, 2017, JANUARY 12, 2018 AND MARCH 12, 2018
AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
W ILL. ANu IV �AJSUMLu APPROX: EXISTING GRADE EX. WATER SRVC
W DEPTH/CONFIG.) . . . . . . . . . . . . . . . . . . . . . . . . . . .
_ - _ . . -_ : _ . _ : ----. .. _ . . . . . . . . . . . . . . . . . .
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design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
1► 91
REVISION
(1) THRUST BLOC
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ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CALL 48 HOURS
BEFORE YOU DIG!
811
} CITY OF
RENTON
Planning/Building/Public Works Dept.
LEGEND
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NOTES
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CONIC THRUST BLOCKING PER
COR STD PLAN 330.2 AND 330.3
GATE VALVE AND VALVE BOX
PER COR STD PLAN 330.1
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6" PVC SDR 35 ASTM 3034
SANITARY SEWER SERVICE
��X�ll:�[y_1�K�1►1�1111
TEL/DATA CONDUITS
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES.
2. SEE SHEET C6.0 FOR PAVEMENT RESTORATION PLAN.
3. VERIFY INVERTS OF ALL EX. SYSTEMS AT PROPOSED POC'S TO NEW
LINES PRIOR TO ORDERING OF MATERIAL AND NOTIFY ENGINEER OF
ANY DISCREPANCIES AT LEAST 4 WORKING DAYS PRIOR TO STARTING
PIPE LAYING OPERATIONS.
4. COORDINATE ALL UTILITY INTERRUPTIONS WITH AFFECTED FACILITY OWNERS.
PROVIDE MINIMUM 2 WEEKS ADVANCE NOTICE OF ALL INTERRUPTIONS.
5. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS DURING
TRENCH EXCAVATION TO PROTECT EXISTING UTILITIES FROM DAMAGE AND
SETTLEMENT.
6. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES AND VERTICAL
BENDS SHALL BE PER COR STD PLANS 330.2 AND 330.3.
7. ALL MECHANICAL JOINTS FITTINGS AND VALVES SHALL HAVE RESTRAINED
GLANDS EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP, EXCEPT
WHERE SHACKLE RODS ARE INDICATED.
8. SHACKLE RODS SHALL BE INSTALLED PER COR STD PLAN 330.5.
9. PIPE JOINT DEFLECTION SHALL NOT EXCEED HALF OF THE MANUFACTURE'S
ALLOWABLE DEFLECTION.
10. SCHEDULING FOR THE WATER CUT -IN CONNECTION AT S 3RD STREET
SHALL BE COORDINATED BY THE CONTRACTOR WITH THE CITY PUBLIC
WORKS INSPECTOR AND CITY PROJECT MANAGER. ALL CONNECTIONS TO THE
EXISTING WATER MAIN NEED TO BE COMPLETED BY CITY MAINTENANCE
CREWS. THE CONTRACTOR IS RESPONSIBLE FOR EXCAVATION OF THE
TRENCH, SHORING OF THE TRENCH AND SUPPLYING THE MATERIALS NEEDED
FOR THE CUT -IN.
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS p
RENTON COMMONS LLC
215 WHITWORTH AVE S, RENTON, WA 98057
ROW UTILITY PLAN
AND PROFILE
CSK 005 - 8/29/17
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A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
TV AND TEL NOT
LOCATED IN THIS AREA
SIDEWALK STA 13+07.34, 24.3' RT
EASEMENT REPLACE EX CENTURYLINK
HH W/UTILITY VAULT 466TA.
SEE NOTE 4
NV=30.6
BUILDING 400
2 BID ADDENDUM # 1
3 BID ADDENDUM # 2
5 CONSTRUCTION ASI-1
N0. 1 REVISION
BRICK
08 18 2017 SURVEYED_
08 29 2017 DESIGNED:
11 15 2017
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GAS VALVE
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LEGEND
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DATUM
NAVD 88
RESTORE EX ACP OVER PCCP
PER COR STD PLAN 110 AND 110.1
2" GRIND AND HMA OVERLAY
SIDEWALK PER NOTE 6
0
SIDEWALK PER COR STD
PLAN 102 W/LAMP BLACK
PIGMENT TO MATCH EX.
SEE NOTE 7 z
CEM CONC DRIVEWAY PER
COR STD PLAN 104.4
NOTES
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES.
2. RESTORATION FOR ALL UTILITY CUTS IN EXISTING PVMT SHALL BE PER CITY OF RENTON TRENCH
RESTORATION AND OVERLAY REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON
AS REQUIRED AND SHALL PAY ALL COSTS FOR RESTORATION.
3. REMOVE EXISTING FEATURES AS REQUIRED FOR CONSTRUCTION OF NEW IMPROVEMENTS.
4. VAULT/HH/METER BOX COVER SHALL BE AS FOLLOWS:
- WATER METER BOXES: ARMORCAST POLYMER CONCRETE COVER W/ NONSKID SURFACE
- STREETLIGHT/IRR: FOGTITE CITY OF SEATTLE TYPE 1 HH NONSKID GALV. COVER
- ELEC/COMM/PRIVATE UTILITY: SAME FINISH AS STREETLIGHT/IRR. COVERS
5. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST JOINT.
6. SIDEWALK SHALL BE MEDIUM LIGHT SANDBLAST FINISHED WITH 0.5" DEEP, 2'x2' SAWCUT SCORE
JOINTS. CONSTRUCT 4'x4' MOCKUPS AS REQ. TO OBTAIN COR APPROVAL OF SANDBLAST FINISH
AND SCORING PRIOR TO CONSTRUCTING PERMANENT WALK.
• BLAST MEDIUM - #360 MESH SILICON CARBIDE - SEE SHEET C7.6 FOR SPEC
• AIR PRESSURE - 100-110 SI
• HOSE DIA - 1 "
• HOSE LENGTH - BETWEEN 50'MIN-100'MAX
• SPRAY NOZZLE - #5
• APPROXIMATE DISTANCE FROM NOZZLE TO BLASTING SURFACE - 1'-2'
• SPRAY DURATION - 5-10 SECONDS
• SPRAY PATTERN - CONSTANT CIRCULAR OVERLAPPING MOTION.
• SURFACE PREPARATION - CLEAN AND DRY
7. CONTRACTOR TO CONFIRM SIDEWALK PIGMENT COLOR WITH CITY OF RENTON PRIOR TO
INSTALLATION.
5
8. CONTRACTOR TO REPLACE RAISED PAVE NT R GS ALON R ADWAY EN LI
NECESSARY PER COR STD PLAN H007 AND H007.2
CALL 48 HOURS
BEFORE YOU DIG!
811
CITY OF } F
RENTON
Planning/Building/Public Works Dept.
STREET
TREE TABLE
STA LOCATION
TYPE
12+48.6, 22.5' RT
ACER GRANDIDENTATUM
'SCHMIDTH'/
ROCKY MOUNTAIN GLOW
MAPLE
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TRENCH RESTORATION AND
OVERLAY REQUIREMENTS
EX PAVING
ON SITE: IMPORTED —
STRUCTURAL FILL
COMPACTED IN 8" MAX
LIFTS TO 95% DENSITY. IN
ROW: CDF BACKFILL PER
COS REQ.
MIN. AGG. TYPE -
22 COMPACTED TO
95% DENSITY
W MAX
W=1.5 x PIPE DIA + 18"MIN
FOR 6" W=27"MIN
8" W=30"MIN
12"W=36"MIN
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NC
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00
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30" RING &COVER
1.
CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE W/ ASTM C 478
(AASHTO M 199) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS
J
OR NOTED IN THE STANDARD SPECIFICATIONS.
=
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2.
HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL HAVE 3" MIN.
_...
30" DIAMETER
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FLAT SLAB COVER
CLEARANCE, STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE.
NO STEPS ARE REQUIRED WHEN "B" IS 4' OR LESS.
STEPS AND LADDER
SIZE PER PANS
3.
ALL REINFORCED CAST IN PLACE CONCRETE SHALL BE CLASS A. ALL
=~
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PRECAST CONCRETE SHALL OBTAIN 4000 PSI @ 28 DAYS.
4.
PRECAST BASES SHALL BE FURNISHED W/ CUTOUTS OR KNOCKOUTS.
KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN.
m
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5.
KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIA. PLUS
MORTAR
>=
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PRECAST BASE W/
CATCH BASIN WALL THICKNESS. MAX. HOLE SIZE IS 36" FOR 48" CATCH
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';.
GRAVEL BACKFILL
HOLES IS 8".
1
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6"
~ 1
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FOR PIPE BEDDING,
6" MIN. COMPACTED
6.
RING & COVER SHALL BE IN ACCORDANCE W/ STANDARD
48 DIA.-6
54"DIA.-8"
*
-0"
DEPTHFOR PRECAST
,
SPECIFICATIONS & MEET THE STRENGTH REQ'MTS OF FEDERAL
SPECIFICATION RR F621D MATING SURFACES SHALL BE FINISHED
BASES ONLY
REINFORCING STEEL
TO ASSURE NON -ROCKING FIT.
(FOR PRECAST BASE W/
INTEGRAL RISER)
0.15 SO. IN/FT IN EACH
DIRECTION
FOR 48"DIA.
7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD STRENGTH
0.19 SQ. IN/FT IN EACH
DIRECTION
FOR 54"DIA.
OF 60,000 PSI & BE PLACED IN THE UPPER HALF OF THE BASE
"0"RING SEPARATE CAST IN PLACE OR
WITH 1" MIN. CLEARANCE.
SEPARATE PRECAST BASE
8, THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED.
REINFORCING STEEL (FOR
SEPARATE
BASE ONLY)
0.23 SQ. IN/FT IN EACH
DIRECTION
FOR 48"DIA.
0.19 SQ. IN/FT IN EACH
DIRECTION
FOR 54"DIA.
' FOR SEPARATE CAST
PRECAST BASE JOINT IN PLACE ONLY.
5 CB TYPE 2
NTS
7
design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
CONCRETE
PRE MOLDED
JOINT FILLER
2 BID ADDENDUM # 1
3 BID ADDENDUM # 2
5 CONSTRUCTION ASI-1
CASTING PER
NOTE 3
PROVIDE BLOCK
IN LANDSCAPED
AREAS
TEST PLUG
RISER DIAMETER
SHALL MATCH
PIPE RUN
nv .�nm� mnivivu� n.�
MAIN SEWER JOINTS
DOWNSPOUT CONNECTION
NTS
NO. I REVISION
SURFACING PER PLAN
PATIO DRAIN, JR SMITH MODEL 2010
WITH 8" TYPE A STRAINER, NICKEL
BRONZE FINISH, 4" NO HUB OUTLET
FERNCO
STRONGBACK RC
CPLG
PATIO DRAIN
Cx4" REDUCER
C-45' BENDS
6" PVC SDR 35 ASTM
3034 @ S = 2% MIN.
CONNECT TO DOWNSTREAM
SD PIPE OR STRUCTURE
PER PLANS
STD. LIGHT DUTY BRONZE
GRATE. ALL GRATES SHALL BE
LOCKING
8" DIAMETER NYLOPLAST DRAIN
BASIN WITH PVC OR CPEP
SLOPE %\ OUTLET STUB AS MFR'D BY
TO DRAIN \\HANCOR INC.
OUTLET PIPE
PER PLAN
`D INTEGRALLY MOLDED STUB
NOTES: PROVIDE ADDITIONAL STUB AS REQ'D FOR INLEfTING
PIPES. RIM AND INVERT ELEVATIONS PER PLANS.
AREA DRAIN
NTS 00ol NTS
FERNCO COUPLING
TRANSITION SECTION
90° STREET ELBOW AND
EXTENSION AS REQUIRED
6" PVC SDR 35 ASTM 3034
@ S = 2% MIN. TO CONNECT
TO SD PER PLAN
08 18 2017 SURVEYED_
08 29 2017 DESIGNED:
11 15 2017
DRAWN:
TTG
CHECKED:
MJE
BY DATE APPR APPROVED:
THICKEN CONCRETE
PAVING SECTION TO 8"
AROUND STORMFILTER
2 UNIT
ACCESS COVER
(2) #6 REBAR
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2'4" 2'-4"
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4'-83/4" -
OUTSIDE RIM
PLAN VIEW
FLOATABLES
BAFFLE
PERMANENT
POOL ELEVATION
FINISHED GRADE
1111111111�1111=
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FILTRATION BAY
INLET
OUTSIDE
SECTION B—B
STORMFILTER CB
NTS
SCALE:
VERTICAL. NAVE) 1988
1 " = 10, HORIZONTAL- NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
LIFTING EYE
(TYP. OF 4)
VALL
JTLET PIPE
ZOM FLOWKIT
CHBASIN FOOT
'. OF 4)
CALL 48 HOURS
BEFORE YOU DIG!
811
CITY OF } F
RENTON
Planning/Building/Public Works Dept.
STORMFIL_
CARTRIC
PERMANENT
POOL ELEVATION
CARTR
SUP[
FLO
CATCHBASIN
(TYP. OF 4)
CATION
NLET
UG
ON WEIR WALL
SECTION A —A
1-CARTRIDGE CATCHBASIN
STORMFILTER DATA
STRUCTURE ID
N/A
WATER QUALITY FLOW RATE (cfs)
.0044
PEAK FLOW RATE (<1 cfs)
.021
RETURN PERIOD OF PEAK FLOW (yrs)
100
CARTRIDGE FLOW RATE (gpm)
7.5
MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS)
ZPG
RIM ELEVATION
32.60
PIPE DATA:
I.E.
DIAMETER
INLET STUB
N/A
N/A
OUTLET STUB
29.85
8"
CONFIGURATION
O
OUTLET
5
SLOPED LID
NO
SOLID COVER
NO
NOTES/SPECIAL REQUIREMENTS:
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R-395509 W
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
RENTON COMMONS LLC
215 WHITWORTH AVE S, RENTON, WA 98057
CIVIL DETAILS
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DATE:
11/15/2017
FIELDBOOK:
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3" PLUG VALVE
AND C.I. VALVE
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SEE PLANS
4" CEM. CONC. CL. 3000
° a
a 3" CSTC
COMPACTED SUBGRADE
NOTE: SCORING AND SPECIAL FINISH PER ARCH AND LANDSCAPE DWGS.
CEM. CONC. WALK
C7.1 NTS
EDGE RESTRAINT WHERE PAVERS, REF. LA FOR TYPE
PAVERS ARE NOT ADJACENT AND LAYING PATTERN
TO STRUCTURE/WALL
1" SAND SETTING BED
EXTEND BASE 6" BEYOND 5
EDGE OF PAVERS 6" DEPTH PERMEABLE BASE
a. a°
a.
d d
GEOTEXTILE, MIRAFI 140N
PROOF ROLLED SUBGRADE
NOTES:
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. ALL WORK SHALL BE PER PAVER MFTR'S SPECIFICATIONS.
2. EDGE RESTRAINT SHALL BE "PAVE EDGE RIGID" AND SHALL BE INSTALLED PER MFTR'S RECOMMENDATIONS.
3. PERMEABLE BASE SHALL _BF -�!7Y OF. SEATTLE�MINERAL ,AGGREGATE TYPE,
4. JOINT OPENING AGGREGATE SHALL BE PER PAVER MFTR'S SPECIFICATIONS. A
5. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS.
COMPACT TO A DEPTH OF 6" TO 90%-92% OF MAXIMUM DENSITY PER WSDOT 2-03.3(14)D. OVER COMPACTED
SUBGRADE SHALL BE SCARIFIED TO 8" MIN AND RECOMPACTED.
6. PLACEMENT OF PERMEABLE BASE SHALL BE PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION
2 PERMEABLE PAVE S
NTS
o" nvrnn nm nlnr
NOTE: PUMP POWER SHALL BE PROVIDED
VIA DEDICATED CIRCUIT FROM BUILDING
ELECTRICAL PANEL PER ELEC. AND NEC
REQUIREMENTS. BACKUP POWER SHALL
BE PROVIDED BY ON SITE PORTABLE GAS
GENERATOR.
n4p
PLAN
INLET
'E
a" INLET
PIPE
EXTERIOR CONTROL PANEL WITH
ALARM AND MANUAL GENERATOR
TRANSFER SWIITCH. MOUNT TO
BLDG PER PLANS
RIM 33.20
12"
3" PVC SCH. 80 DISCHARGE PIPING
WITH REDUCER AND UNION BEFORE
ELBOW \R\
ALARM ELEV. 29.50
2ND PUMP ON ELEV. 28.50
1ST PUMP ON ELEV. 28.00
p'
as .
PUMP OFF ELEV. 24.33 °
WET WELL BOTTOM ELEV. 23.50
• e°
*SUBMERGENCE PER MFR 1.
RECOMMENDATION
NOTES: SECTION A
1. LIFT STATION MANHOLE SHALL BE 60" DIA. PRECAST CONCRETE, OR APPROVED EQUIVALENT & SHALL MEET H-20
TRAFFIC LOADING CRITERIA. THE PUMPS SHALL BE DUPLEX NON -CLOG PUMPS OF THE SUBMERSIBLE
QUICK -DISCONNECT TYPE. THE SYSTEM SHALL BE DESIGNED TO PERMIT GROUND LEVEL REMOVAL OF PUMPING UNITS
FROM THE WET WELL FOR INSPECTION OR SERVICE.
2. PUMPS SHALL BE EXPLOSION PROOF HOMA SUBMERSIBLE MODEL TP49V24/V1FN1, 230V, SINGLE PHASE, 1.7 HP,
OR APPROVED EQUIVALENT, WITH SEAL PROBE AND SIZED TO OPERATE AT'111 GPM'WITH 10.5 FEET TOTAL DYNAMIC
HEAD. -/5\
3. CONTROL PANEL SHALL BE MODEL IS-WD1P-4-1022 DUPLEX CONTROL PANEL AS MANUFACTURED BY SEEWATER
INC., OR APPROVED EQUIVALENT AND SHALL PROVIDE ALTERNATING SERVICE, WITH SEAL FAILURE CIRCUIT INDICATOR,
120V AC CONVENIENCE OUTLET, ALARM LIGHT AND HORN, AND ANTI CONDENSATE HEATER.
DUPLEX STORM PUMP
NTS
Al
design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
4" DEPTH PERVIOUS
CEMENT CONCRETE
A
6" DEPTH PERMEABLE BASE
NOTES:
1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
2. PROTECT PERVIOUS CONCRETE DURING CURING BY COVERING W/ PLASTIC SHEETING
AND MAINTAIN PLASTIC SHEETING AND/OR OTHER PROTECTION TO ENSURE NO
SEDIMENT DEPOSITION OCCURS WHILE SITE, SOILS ARE�QIS_TUR ED
3. PERMEABLE BASE SHALL BE CITY OF SEATTLE MINERAL AGGREGATE TYPE 24.
4. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR
PERMEABLE PAVEMENTS. COMPACT TO A DEPTH OF 6" TO 90%-92% OF MAXIMUM
DENSITY PER WSDOT 2-03.3(14)D. OVER COMPACTED SUBGRADE SHALL BE
SCARIFIED TO 8" MIN AND RECOMPACTED.
5. PLACEMENT OF PERMEABLE BASE SHALL BE PER APWA GSP 4-04.3(5) SHAPING
AND COMPACTION
PERMEABLE PAVEMENT
NTS
WATERTIGHT
CONDUIT
COUPLING AND
BUSHING
30" RING AND WATERTIGHT
C.I. COVER. MARKED "DRAIN".
OLYMPIC FOUNDRY #MH69.
UPPER RAIL
SUPPORT
3" CHECK VALVE,
GRUNDFOS COMPRESSION
FITTING
INTERMEDIATE
RAIL SUPPORT
8" INLET
IE 26.45
SEEN
■
A
8" OVERFLOW
IE 30.00
SET RAIL
BRACKETS TO
PROVIDE CLEAR
ACCESS FROM MH
OPENING
6" INLET
IE 28.44
SECTION B
4. RAIL SYSTEM: PUMPS SHALL BE INSTALLED ON A RAIL -GUIDED LIFTING ASSEMBLY. BRACKETS SHALL BE MFTR'D BY HOMA OR
APPROVED EQUIVALENT, EQUIPPED WITH STAINLESS STEEL PULL RODS. PIPE RAILS AND ALL MOUNTING HARDWARE AND
FASTENERS SHALL BE STAINLESS STEEL.
5. LIFTING CABLE: THE STAINLESS STEEL CABLE TO RAISE AND LOWER PUMP SHALL BE OF SUFFICIENT LENGTH TO EXTEND FROM
THE PUMP TO THE MANHOLE OPENING. PROVIDE A HOOK TO ATTACH THE CHAIN OR CABLE WHEN NOT IN USE. THE LIFTING
CABLE SHALL BE SIZED ACCORDING TO THE PUMP WEIGHT.
6. FLOATS / PUMP CONTROLS: PUMP LEVEL FLOAT CONTROLS AND HIGH-LEVEL ALARM FLOAT SHALL BE MECHANICAL OPERATION,
SEEWATER. ALL CONTROLS SHALL BE EXPLOSION PROOF, SUITABLE FOR HAZARDOUS ATMOSPHERE. CONTROLS AND COMPONENTS
SHALL BE SUITABLE FOR THE PURPOSES INTENDED AND SHALL BE ACCEPTABLE TO THE CITY/STATE ELECTRICAL INSPECTOR.
7. A FLOAT MOUNTING BRACKET SHALL BE PROVIDED WITH STRAIN RELIEFS THAT SUPPORT AND HOLD THE LEVEL CONTROL CORDS.
CONTINUOUS CORDS ARE TO RUN FROM PUMPS AND LEVEL CONTROLS TO THE JUNCTION BOX. SPLICES SHALL ONLY BE
ALLOWED IN THE JUNCTION BOX. THE BRACKET SHALL BE FABRICATED FROM STAINLESS STEEL, AND SHALL BE ATTACHED TO THE
MANHOLE WITH STAINLESS STEEL FASTENERS.
2 BID ADDENDUM # 1
3 BID ADDENDUM # 2
5 CONSTRUCTION ASI-1
NO. I REVISION
08 18 2017 SURVEYED_
08 29 2017 DESIGNED:
TTG
11 15 2017
DRAWN:
TTG
CHECKED:
WE
BY DATE APPR I APPROVED:
SCALE:
VERTICAL. NAVD 1988
1 " = 10' HORIZONTAL- NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
m
Lf)
SAWCUT JOINT Ln
TIE BARS @ r
`14 30" O.C. O
o O
d d
dQ T
.Q
3" CRUSHED SURFACING
TOP COURSE
CONTRACTION/SCORE JOINT
PREMOLDED JOINT FILLER. SET FILLER
CEM. CONC. CL 4000 Y2" BELOW FIN. SURFACE AND SEAL
1.75" WITH ELASTOMERIC SEALANT
KEYWAY ' ^
d - L /
v d d - v
D ti ° a D ;,
d ci D+3' D O
o p
T
T
18 (TYP) \
3" CRUSHED SURFACING J
CONSTRUCTION JOINT TOP COURSE
COMPACTED SUBGRADE.
NOTE:
1. D = 6"
2. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS.
REFER LA FOR FINISH, COLOR, AND SCORING
co
O
O
CEM. CONC. PAVEMENT
NTS T
rr
n
40 40
MAINTAIN 6" MIN. . AP . . . .
CLEARANCE OVER CRPL13:GRADE
AND PROVIDE ETHAFOAM 0-
CUSHION BETWEEN CRPL. i FINISHED
ckf
35 CONNECT 3rj
TO CB AND 8" SD GRADE
IE 30.65 I .
EX 12" SD PROP. 6" 30
30 IE 28.55t
8 PVC C900 CLEANOUT
. . . . SD ® 2%. FIRST 8"X4" WYE WITH 4"X3
PIPE JOINT REDUCER. CONNECT TO
SHALL BE ONE : 3" PUMP .DISCHARGE LINE.
25 FULL PIPE STICK 25
APPROXIMATE SOUTH OF CB - 8" WYE CONNECTION FOR
LOCATION OF EX. . . . . NO JOINTS OVER STATION OVERFLOW "
52" CEDAR RIVER ' ' ' . . . . CRPL. . . . . . .\PUMP
DISCHARGE . .
PIPELINE (CRPL)
20 20
STORM DRAIN PROFILE
SCALE: HORZ. 1" = 10' VERT. 1" = 5'
R-395510 Lu
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
CALL 48 HOURS
BEFORE YOU DIG!
811
CITY OF } F
RENTON
Planning/Building/Public Works Dept.
RENTON COMMONS LLC
215 WHITWORTH AVE S, RENTON, WA 98057
CIVIL DETAILS
m
z
O
73
2
O
U
z
O
DATE:
11/15/2017
FIELDBOOK:
PAGE:
DRAWING NO:
C7.1
Iz
SHEET: 10 OF: 15
v
Z
5�
L
U
Z
I-
Z
W
rr
a
w
Q
z
J
1:
FACE OF CURB
5 112' 1"
1/2'R. 1"R'] .. 11:24
70P OF
_ - 1/2" R. ROADWAY
L 1
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1:24
TOP OF
2" R. ROADWAY
Y /
T- 6" -
DEPRESSED CURB SECTION
AT SIDEWALK RAI
6" CEMENT CONCRETE
1i2" R. -- - I" R - SIDEWALK RAMP
VARIES OR LANDING I
FROM / I
6" TO 0 T ---
6 `r °
r o
3/8" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
612'
SEE DEPRESSED CURB DETAIL THIS SHEET
24
TOP OF
1 1/2" R. ROADWAY
T L
D ° 4
1
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
TOP OF
° tD ROADWAY
GUTTERSURFACE I
�f 1
I
1" R. -
\ R. CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES'.
' t 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
2. Not used.
3. For Depressed Monolithic Driveway Curb IS. Gutter Section see Standard Plan 1042
��Y o STD. PLAN - 101
PUBLIC WORKS DEPARTMENT CONCRETE CURBS PR 'ED
FNTO GreliZimmerman. Public Works Administrat.I
l ,r_ BID ITEM (INCLUDES SIDE
.. 6 MW�_ VARIES (SEE N(
10 LFOFPAVE r
DRIVEWAY REQUIRED 1�
316' EXPAN510N1 JOINT m'P.I
(SEE STD PlAN,1 - TSEE1
r'
yI
0
m�N
CONSTRUCTIONlOIRAMNT -"-'
~ i SEENOTEI CEMENT CONCRETE
PSLOPEWITHI(TV J / (8' Cl1Reb GUTTER -J
/�v/ ITSBE dl:,
3,Sr'D`ONTRACTION JOINT (TYP I J/
(SEE STD PLAN 102) PLAN VIEW
(TYPE C3 SHOWN, C1 a C2 6 C-MAX SIMILAR)
(SEE NOTE 9)
ES
ISEE NOTE 101 � �:
CMIN DEPRESSED CURBb GUTTER-,\ '(SEE NOTE 3)
SIOEWN.K /� LB'EXIPANNJOIN'(TYP.)
cl:rilrw I n 1 SE 9T0 PLAN
01 SIDEWALK VAOTN
12' FYP)
Lfsx n1PN.iN M,x
IEwAYJ 98`rull IN. ,GIRTH
SEC ION
I
For NOTES see STD. PLAN 104.2
5 IA
12Y p STD. PLAN - 104.4
Q'$®� PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPES C1 B, C2B, pPRO 1
A Tod C36, and C-MAXB (WITH BUFFER)
Gregg Zimmerman, Public Works Administrator
SEE NQIE2 /B'R X 5/8"D DUMMY JOINT BEE NOTE2
2'- If b
r
II I
I I
3/8- PREMOLDED JOINT FILLER (TYP)
CEMENTCGNCREIE
CURB AND GUTTER
PLAN VIEW
FACE CENTERLINE OF
CURB� FRAME b ORATE
I
5 1/2", 1"MATCH
1/2- R. 1' R. ROADWAY
FRAME AND ORATE - NOT INCLUDED
IN CURB AND GUTTEIRSID ITEM
SLOPE
° ,R. Ese
TOP OF
ROADWAY
,EMEC
_I
D
N.
• ° P D
• 0 D
p ..
ADJUSTMENT SECTION NOT INCLUDED
1.' .•D'
IN CURB AND GUTTER END REM
•
•• `
CATCH BASIN - NOT INCLUDED
D .
.•p ,P
D, D-
IN CURB AND GUTTER END ITEM
SECTION
/
GENERAL NOTES:
The intent of this design is to facilitate the removal
/
of a catch basin with minimal disturbance
of the curb.
The expansion joints of the
adjacent sidewalk shall
/
be adjusted to be in
line with these curb
I
expansion joints.
I I
I
I I
J
ISOIVE41C VIEW
Vi
S3'D• PLAN - 101.1
CEMENT
CONCRETE CURB
PROD:
+.+ PUBLIC WORKS
INSTALLATION AT
i DEPARTMENT
CATCH BASINS
DATE
SEE COWRAC11
IIL ROUOING 12'IINR(TYP.1
I I _ CURB NOT INGLLI9ED IN°BID ITEM -
i s.
SEE RAISED EDGE •38'IPREAfOLDED •`'�
1'-0- SIDEWALK ETA THIS SHEET JCNT FILLER
` MIN. (SEE CONTRALTI
( 12-IN,
R (T , WITH RAISED EDGE
/6URBNOT INCLUDED INEl. ITEM -
AH�.�1ER � i ..7.. :• �
f f•' :'
38 (IN PR TNT FIL ER f TOP O'ED GRADE I- (INI BELOW
LOTH FILLER TOP OF CONCRETE SURFACE
SIDEWALK
ADJACENT TO CURB t•-D' r D. MIN (SEE CONTRACT)
ROU DING 1/2' (IN) R (TYP.)
CURB NOT INCLUDED IN BID ITEM -
_1 5°L
318-TIN) 1'•..:'�.
BRIDGE OR PEDESTRIAN PREMOLDED WALL OR BARRIER
RAILING JOINT FILLER
ADJACENT TO CURB
BARRIER - SEE SIDEWALK (STEEP FI,L SLOPESI
CONTRACT PUNS ISEE CONTRACT. WALL OR BARRIER
'1 1 ' 1,2- (IN] R (TYP.: -,
L�
FLUSH � ' L I 15ea CURB NOT INCLUDED IN BID ITEM- SIDEWALK
I -
VERTICALWALL- 3l8'(INI PREMOLDED ••.«� �._• •-•'Y�
1 SEE DETAIL - JOINT FILLER (TYP.) ' ►' !) 7777
y
ADJACENTTO CURB AND RAILING OR WALL Ig+e'Uw PREMOLDED
f. JAINT FILLER
SIDEWALK BUFFER STRIP
(SEE CONTRALTI (SEE NOTE 10)
t1 pN SIDEWALK ADJACENT TO WALL DETAIL
(TYP'1 CURB NOT INCLUDED IN BID ITEM -
�15% 5%MIN 6
LEVEL
1 ••• r ,'SX _� 112' (INI R
FINISHED GRACE I' (IN) BELOW TOP CONCRETE
SURFACE FOR PLANTING -FLUU SH IF PAVED
ADJACENT TO BUFFER STRIP A" m 1 IINI R � • •'. � •
G BROONIED FINISH • ` • b'
4' WIDE SMOOTH
0' 4" E �\ TROWELED PERIMETER RAISED EDGE DETAIL
12 \` \` EX END SIDEWALK TRANSVERSE
JOINTS TO INCLUDE RAISED EDGE
n"
4- CEMENT CONCRETE CURB
` �- (CURB ANDGUTTERSHOWNI
NOT INCLUDED IN BID ITEM
A' • D \, , For NOTES see STD PLAN 104.2.
Paved surfaces must comply with
v / STD PLAN 102.1 as applicable
31e i /- CINOSNIDTMEWC.•�. �► �II, 8'T• `• •.•=�+I' --J►-ibIlT��
1.4
JOINT
ILK ONLY
B.
EXPANSION JOINT IN BOTH 0
CURB AND SIDEWALK I SEE STD PLAN 1011 b ,q •, �b,°�.'•p •,
Fes,
JOINT AND FINISH PREMOLDED
JOINT FILLER
DETAIL
E EXPANSION JOINT C CONTRACTION JOINT
2Y
* PUBLIC WORKS CEMENT CONCRETE ppRODEP LAN - 102
O$ DEPARTMENT SIDEWALK
NT AiE
-- POLE -- --- -
2'-0"
(LUMINAIRE ARM 10'-0" _ DIRECT ACCESS
LENGTH)
3.5" DIA (LUMINAIRE ARM LENGTH) TO THE SCREWS
u�-i
HOLE 45' R 38"
2' TANGENT
(� 2.5 R
BRACKET
-__ � ,.. -�.--- -_ - _. LEADS
�r3 r THIS SIDE
4" OD HOLE WIREWAY 06 5/8"
I TOP VIEW
12'-0" a o
(LUMINAIRE ARM LENGTH) TERMINAL X
BLOCK
60' R 46" CONNECTOR
OE ^ 1 1/2
P"
WIREWAY
(LUMINAIRE ARM LENGTH) 4" OD HOLE
52" TANGENT 13.5"
TERMINAL BLOCK
O HOUSING DETAIL
3.5" DIA HOLE
MIN 01 1 19" WIREWAY
BRACKET SIDE VIEW DETAILS
6-0
(LUMINAIRE ARM LENGTH) o
7
16' R 22" C> =
ROUND CAP
ALUMINUM SHROUD = PIGTAIL FROM 11
4" OD HOLE (BY MANUFACTURER) FIXTURE TO
MANUFACTURER TERMINAL BLOCK
SHALL WELD SHROUD SHALL BE PROVIDED
BY MANUFACTURER
ALL THE WAY
AROUND FOR TERMINAL
BLOCK DETAIL, SEE
THIS SHEET
8' 0" LUMINAIRE ARM
(LUMINAIRE ARM LENGTH) a CLAMP -ON TO
' ¢ LUMINAIRE
30' R 30" LUMINAIRE cJ �
CONDUCTORS o
z Y DOME STYLE LED LUMINAIRE (WATTAGE
AND OPTICS PER PLANS, 4000K CCT,
4" OD HOLE B 120-277V UNIVERSAL DRIVER, WITH FLAT
GLASS LENS) BY CYCLONE (OR
APPROVED EQUAL) DRIVER SHALL BE
INTEGRAL TO THE FIXTURE
LUMINAIRE ARM DETAILS DECORATIVE LUMINAIRE
LUMINAIRE ARM MOUNTING
ti Y O LUMINAIRE AND MOUNTING , TD. PLAN- 117.3 F
®� PUBLIC WORKS BRACKET DETAIL
DEPARTMENT ROV D:
F_171=f4 55 1/
.DATE
nOnn �nA fl 0
design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
2 BID ADDENDUM # 1
3 BID ADDENDUM # 2
5 CONSTRUCTION ASI-1
NO. I REVISION
�+_
1DLF OF PAVED
DRNEWAY REQUIRED''I.
-
38"E%PANSIDN J011.T ITYPI
CEMENT
n (SEE sm PLAN to21 T
`I
CONCRETE
J
�
_
SIDEWALK
o
�
o
SEE NOTES �
I
I
--
--
LONSTRULTIDN JOINT
..
SEE NOTE
RAAP WITH 12. Ir _
/l"� CEMENTCONCRETE
(B' CURB& SURER
SLOPE ITYP',
ISEE NOTE 31
18- CONTRACTION JOINT (TYP,
(SEE STO PLAN 1Q2)
PLAN
VIEW
vxwes
~-ISEE NOTE 1.) S ]T MAX. SEE NOTE B TYP).
fi'MIN
�\
6'MN
CEMENT CONCRETE
`. BIOEWAIK
6- MIN DEW: CU.AGUT1Hta`I�
We' EXPANSION JOINT (TYP) ISEE Nnr'31
SECTION �A ISEE STO PLAN tat)
DIFFERENCE IN SLOPE
DRNEWAYW PpSRNE
SLOPE( SLOPE SHOWN EXAGGERATE.)V7-
6 MIN.
DRIVEWAY WI RELATIVE
SECTION
NEGATIVE BLDPE (SLOPe-� (
•
-"
SHOWN EXAGGERATED) , /-� F
_.. -
CEMENT
CONCRETE
SIDEWALK
CEMENTCONCRETE
CURB A GUTTER
BEE NOTE 31
TES see STD. PLAN 104.2
t�Y O STD. PLAN - 104.1
* s� PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PP �'ED:
-R� DEPARTMENT ENTRANCE - TYPE R1
FNTO A
Gregg Zimmerman, Public Works Administrator
PAINT SPECIFICATIONS:
4' ALUMINUPOLE TOP CAP WITH
(3) SET SCRM EWS 0 120' APART
ALL ALUMINUM LUMINAIRE, POLE, CAST ALUMINUM
" - -
BASE PARTS, DECORATIVE BANNER ARMS, AND
..
DECORATIVE FLOWER BASKET ARMS SHALL BE
xY
FACTORY PRIMED AND POWDER COATED.
DOME STYLE LED LUMINAIRE
2,_D'
(WATTAGE PER PLANS,
ALL BANDING AND ALL OTHER MOUNTING HARDWARE
4,DOOK OCT. 120-277V
_ --
SHALL BE PAINTED TO MATCH THE COLOR OF THE
UNIVERSAL DRIVER, WITH
LUMINAIRE POLE.
RAT GLASS LENS) BY
"JET
CYCLONE (OR APPROVED -
-
FINISH COLOR: 1 9005TX BLACK"
EOUAL). DRIVER SHALL BE -
INTEGRAL TO THE FIXTURE.
- =
4" 0.0. '
ALUMINUM POLE
-
FOR MOUNTING ARM DETAILS
SEE STD DETAIL 117.3
_
--- ______=
N4.Ti5-
ROUND TUBULAR SECTION
22.25"
(NO TAR)
PE
(2) DECORATIVE BANNER
BRACKETS WITH
•• ROUND TAPERED POLE SECTION
SECURE TOP BANNER BRACKET
PRESSURE RELEASE
(0.14'/FT)
IMTH THROUGH BOLTS AND
SPRINGS WITH
SHIM TO LEVEL PER
/
I PROTECTIVE RUBBER
MANUFACTURER'S INSTRUCTIONS
COATING.
LOCKABLE OIE CAST NEMA 3R
LOCKING, PRINTABLE,
/
2' z 4' DECORATIVE
WEATHERPROOF, IN -USE COVER,
BANNER
MODEL WP1010MC BY
INTERMATIC (OR APPROVED
1' DECORATIVE
EQUAL) MOUNTED TO GFO
BANNER ARM 1WTH FINIAL
RECEPTACLE, PAINT TO MATCH
POLE.
--- -
STREET
2' 5* x 5" REINFORCED ALUMINUM
LIGHT DECAL
NUMBERING PER DECAL
j
DRIP ACCESS HANDHOLE OPENING
DIRECTION ORIENTATION LOCATIONS
NUMBERING DETAIL, CITY OF
ON POLE WITH i6"-16 HOLE FOR A
OF TRAFFIC • ALL HANDHOLE ACCESS
RENTON STD. PLAN 121.
GROUND CONNECTOR, FLUSH FITTING
ALUMINUM DOOR AND GASKET
STREET DOORS SHALL BE MOUNTED
SECURE BOTTOM BANNER
}SEE DECORATIVE
i AT 1B0'
CURB AND 0'
BRACKET WITH 3 ADJUSTABLE
FLOWER BASKET
SIDEWALK 'RECEPTACLE SHALL BE
a
STAINLESS STEEL BANDS AND
SEE STD DETAIL n7.5
MOUNTED AT 180'
SHIM TO LEVEL PER
_
<
MANUFACTURER'S INSTRUCTIONS
`-n
270F 9o' ' CARFLEX CONDUIT AND
Ia 4 IRRIGATION HOLE SHALL BE
I
LOCATED AT 0'
~`0
ISO,
I
o
IS MIN.
TO 3.5' MAX
POLE SHAFT FABRICATED FROM
6063-T4 ALUMINUM TUBE
(POLE ASSEMBLY HEAT
TREATED TO T6 CONDITION
i
AFTER WELDING)
6" OLD. x .250" WALL (POLE) `
TOP OF BASE ACCEPTING 6" STRAIGHT
ROUND POLE SECTION. APPLY SILICON
SEALANT AT INSTALLATION.
3' x 6" REINFORCED ALUMINUM
HANDHOLE OPENING ON POLE
WITH %,_16 HOLE FOR A
GROUND CONNECTOR, RUSH
FITTING ALUMINUM DOOR AND
GASKET
I
j
ASTM 356. SPLIT CAST
I
ALUMINUM BASE WITH 4' x B"
1
REMOVABLE ACCESS DOOR
FABRICATED ALUMINUM BASE PLATE
EAC!CURB
-
ASSEMBLY. SEESTD DETAIL 117.5
TOP OF SIDEWALK
`1 J
FOUNDATION CAP
LUMINAIRE AND POLE DETAILS
TYPICAL DOWNTOWN STREET
=F_____1NTs
- Y
Gti� o� DOWNTOWN STD. PLAN- 117.4
+ PUBLIC WORKS DECORATIVE PEDESTRAIN LUMINAIRE POLE APPROV
DEPARTMENT
08Q 18 2017 SURVEYED_
DU 29 2017 DESIGNED:
11 15 2017 TTG
DRAWN:
TTG
CHECKED:
MJE
BY DATE APPR APPROVED
CALL 48 HOURS
BEFORE YOU DIG!
811
SCALE:
VERTICAL: NAVE) 1988
1 " = 10, HORIZONTAL: NAD 1983/1991AOQ%6CITY OF
URI RENTON
ONE INCH DATU M e
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
KKKIy^
X
CEMENT
CONCRETE
SIDEWALK
CEMENT CONCRETE
- CURB 8 GUTTER
C,-�Tl (SEE NOTE 3)
DEPRESSED MONOLITHIC
CURB 8 GUTTER
(SEE DETNL THIS SHEET)
TYPE C21B, - ISOMETRIC VIEW
(COMMERCIAL-, WITH BUFFER)
NOTES
1. When a driveway width exceeds 15 feet, construct a full depth
Expansion joint with 3 8" joint filler ale the driveway lane lines
P 1 1 Ds y
FACE OF CURB
(see std, plan 102). Construct expansion joints parallel with the
(J -
etrr
_ Of DEPRESSED culls DETAIL
anTHssHEET
centerline as required at 15' maximum spacing when driveway
CONTRACTION JOINT
widths exceed 30'.
SM PLAN 102
s Iff
I-
I
6
% r R. TOPOF
ROADWAY
2. See std. plan 102 for sidewalk details.
- - -- -- /
3. Curb and gutter shown, other curb designs may be specified.
See std. plan 101 for curb details.
,Ir
"k
4. Not used.
5. The engineer will design all driveways to Include elevations at all
NOTE DFBVEWAY LONGITUDINAL EXPANSION
points marked with symbol "X". All elevations are at the back of
JOINTS SHAM BE FULL DEPTH
DEPRESSED MONOLfiHIC CURB 8 GUTTER DETAIL;
Curb top on u phlll side.
S. Not used.
7. For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion joints (see Bid. plan 102) shall be
spaced as shown In the corresponding Isometric view.
8. Slopes shall comply with sections 1l or R303.2.2 or
_ -- FACE OF ADJACENT CURB
R303.2.3 of the Revised Draft Guidelines for Accessible Public
Rights -of -Way of November 23, 2005 (PROWAG).
�
9. Curb returns for any Type C-MAX Driveway may be approved on
/
a case -by -case basis.
1° R--CiU1TER SURFACE
10. STREET STANDARDS = Renton Municipal Code (RMC)
-Vill
Title IV Development Regulations
I ° , •�
CHAPTER 6 STREET AND UTILITY STANDARDS
Section 4-6-060 STREET STAN DARDS
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS = Renton Municipal Code (RMC)_-
Title IV Development Regulations
Driveway Example: TYPE C1B I
CHAPTER 4
R=Resklen6el, C=Comrtlercial
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
Number of Lanes,
Section 4-4-M PARKING, LOADING AND DRIVEWAY
(Ml Lane Commercial)
REGULATIONS
S=BuRer(Plartin9Sbip) Blank=NOBufler -�
* PUBLIC WORKS
■` DEPARTMENT
CEMENT CONCRETE DRIVEWAY
ENTRANCES - NOTES AND DETAILS
LAN - 104.2
PSRO �D:
T
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- Gregg Zimmerman, Public Works Administrator --
CONSTRUCTION NOTES
-�R F(IMAlibN C016UCM - _)4`FLEXIBLE
- rc 3� JL-AI S SZE SM - 1172
CONDUIT FOR
JI' FLEXIBLE
IRRIGATION
CONDUIT FOR
2" CONDO III BELL
I
SCH 80 REDUCER
IRRIGATION
--4
(S X T)
Lill
SCH 80 REDUCER
- =
I" CONDUIT FOR
2" CONDUIT PATH BELL END
IS X T)
-
W CI,AMFER
IRRIGATION
MICROTUBING
II
SEE TYPICAL LIGHTING
1' CONDUIT FOR
IRRIGATION
�
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MICROTU8ING
UNDERGROUND D SYSTEM, CITY
OF RENTON STD, PLAN 119,
MICROTUBING
SEE TYPICOUND TING
UNDERGRSYSTEM, CITY �_
FOR JUNCTION BOX AND �° O,AAIFER
NICRONBING
_..
OF RENTON S�. PLAN 119, -
.J
�
PARING CONFIGURATION.
RECEPTACLE WIRING PER
6' FOUNDATION
FOR JUNCII BOX AND MIRING -
COItl(?GURA 11)N. RECEPTACLE
L �7� �
`51QEWACT(
PLANS
_ CAP
Iji PER PLA�1S
°
-
IRRIGATION CONIXIIT SHALL BE
yy11
_- --
a
ROUTED TO IRRIGATION VALVE
4
91
=
BOX. IRRIGATION EQUIPMENT
°
o110Al10N CONDUIT SHALL BE
_
SHALL NOT BE INSTALLED IN
st=
ROUi"�0 TOI4tR ATION VALVE
ELECTRICAL JUNCTION BOXES
T
BOX. Ar[GATI EQUIPMENT
SHALL NOT BE STALLED
Bf
r
ANCHOR BOLT, ALL THREAD, 4
_
ELECTI�CAL JACYI� BOXER v
-
-
TOTAL,'' OIA, 28" LONG (TYP)
° -
ANCHOR BOLT, 4 4
1ANCHOR
BOLT TEMPLATE $'
d
_
TOTAL. %" OA (TYP) ---
THICK STEEL PLATE. SIZE TO
- --
FIT ANCHOR BOLTS AND BOLT
ANCHOR BOLT TEMPLATE Y+"
-
Q;RCLE
THICK STEEL PLATE. 5'ZE TO
3V HEX NUTS, STEEL (6
FIT ANCHOR BOL-S A%D B0-' _
-
4 4
REO'D PER ANCHOR BOLD),
ORCLFr _ _
° a
II�
FLAT WASHERS (6 REOD PER
3f" HEX NUTS, STEEL (6
°
ANCHOR BOLT)
PER ANCHOR BQ'-D), 1-1
FA
Fk3LWA�EgS (6 REOb PER
4
ANG'!pR Ell --
4
GONDUMMUCHOR BOLT DETAIL FOR SPREAD FOUNOAT110
CONDUIT/ANCHOR BOLT DETAIL FDRSHAMOUNDATION
A. 18° SPLIT CAST
e<3 ALUMINUM BASE
8 WITH REMOVABLE
° ACCESS ODOR
r�l IT I IMF
ALUMINUM POLE
SHAFT
SPLIT CAST
((((((���ALUMINUM BASE
/ WITH REMOVABLE
/ ACCESS DOOR TOP OF
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OLE
DECORATIVE FLOWER BASKET DETAIL-
G1�Y o� DOWNTOWN STD. PLAN- 117.5
PUBLIC WORKS DECORATIVE PEDESTRAIN LUMINAIRE POLE pp VED:
DEPARTMENT DETAILS
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ATE
T- 39550 2 R - 395511 w
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
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DATE: U
RENTON COMMONS LLC FIELD15/2017 z
215 WHITWORTH AVE S, RENTON, WA 98057 10
PAGE:
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SHEET: 11 OF: 15
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FRAME AND VANED GRATE
3r` D 30+
5 \ S+
OR IT
\L ONE 93 BAR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
a/
#3 BAR EACH CORNEF
#3 BAR EACH SIDE
#3 BAR EACH ....
PRECAST BASE SECTION
#3 BAR EACH CORNER
18" MIN.
#3 BAR HOOP
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP*
12"
(STD. SPEC. 9-05.20)
SOLID WALL PVC
15"
(STD. SPEC. 9-05.120))
PROFILE WALL PVC
15"
(STD. SPEC. 9-05.12(2))
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
NOTES
1. As acceptable altematives to the rebar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required rebar shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
knockouts.
2. The knockout diameter shall not be greater than 20". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4. The frame and grate must be installed with the flange down.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
8. All grade rings and castings shall be set in mortar in accordance with
Standard Specification 9-04.3.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00
DEPARTMENT
�t:N,tp MARCH 2O08
4'MIN
i' DEPTH 2"- 4'ROCK
3
2' SETTLING DEPTH . r
1.F SEDIMENT STORAGE
1' DEPTH 3/4" - 1-112" WASHED GRAVEL
CROSS SECTION
NTS
V OVERFLOW DEPTH
OUTFLOW
CHANNELIF
-- - CONSTRUCTED BY
g EXCAVATION.
&MAX
-IiO FILTER FABRIC FENCING
NOTE:
MAY BE CONSTRUCTED BY EXCAVATION
OR BY BUILDING A BERM
��Y o PUBLIC WORh� SEDIMENT TRAP STD. PLAN - 211.00
DEPARTMENT
P�NTp$ MARCH 2O08
NOTES
TOP
1. This frame is designed to accommodate 20" x 24" grates or
covers
2. Provide two holes in the frame that are vertically aligned with Ithe
grate or cover slots. Tap each hole to accept
24 1/4"
a 5/8" - 11 INC x 2"alien head cap screw.
11fi
Location of bolt down holes varies among different
y�
manufacturers.
WPM
3. Refer to Standard Specification 9-05.15(2) for additional
r
r
requirements.
SECTION
RECESSED ALLEN
HEAD CAP SCREW ,�
7i_ /8"_I 1/8" 5/8" - 11 NC x 2" \(WWI- IIIBII
i -
y ISOMETRIC VIEW
1 5/8" -I-
\ FRAME
r w
z v2"
SECTION
BOLT -DOWN DETAIL
DETAIL B SEE NOTE 2
iy
PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00
DEPARTMENT
MARCH 2O08
JOINTS IN FILTER FABRIC SHALL BE SPLICED
AT POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS.
6' MAX.
wI
POST SPACING MAY BE INCREASED
TO 8' IF WIRE BACKING IS USED
2"x2" BY 14 Ga. WIRE OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED '
FILTER FABRIC
i li III �
MINIMUM 4"x4"TRENCH
BA.KFILL TRENCH WITH
NATIVE SOIL ,
\ / D
D2"x4" WOOD POSTS, STEEL FENCE
POSTS, REBAR, OR EQUIVALENT
NOTES
1. CONDITION 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 INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW.
ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE
AVAILABLE ON SITE.
30-100SIEVESIZE(0.60-1.11MM)FORSILTFILM
AOS(ASTM D4751)
50-100 SIEV E SIZE (0,30-0.15MM) FOR OTHER FABRICS
WATER PERMITTIVITY (ASTM D491)
0.025EC^-1 MINIMUM
GRAB TENSILE STRENCHT(ASTM D4632)
180LBS. MIN. FOR EXTRASTRENGH FABRIC
100LBS. MIN. FOR STANDARD STRENGHT FABRIC
GRAB TENSI LE ELONGATION ASTM D4632
30%MAX.
ULTRAVIOIATE RESISTANCE(ASTM D435S)
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 2H:1V
2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE
IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT
FENCE.
3. MAINTENANCE STANDARDS
3A. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY.
3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD 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 REMOVED THE TRAP
SEDIMENT.
3.4s SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH.
3.6 IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
STD. PLAN - 214.00
�. PUBLIC WORD SILT FENCE
DEPARTMENT MARCH 2008
nOnn WA fl 0 nn
design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
2 BID ADDENDUM # 1
3 BID ADDENDUM # 2
5 CONSTRUCTION ASI-1
NO. I REVISION
e
21/2"
BOLT -DOWN SL(
DETAIL AND NOl
TOP "'
SECTION (B)i
NOTES
1 Provide two slots in the cover that are vertically aligned
with the holes in the frame.Location of bolt -down slots
varies among different manufacturers.
�
a Alternative reinforcing designs are acceptable in
lieu of the rib design.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements
39" R - SEE NOTE 2
4, For Frame details, see City of Renton
SECTION
Standard Plan 204.00.
5
3/4" 3/4"
5/8"
9" �-{ 3/4" DIAM. HOLE - 1 1/4"
112" DIAM. HANDLE
518
SECTION (�) I
L i _
BOLT"DOWN SLOT DETAIL
SEE NOTE 1
ISOMETRIC
try PUBLIC WORKS RECTANGULAR SOLID STD. PLAN - 204.10
DEPARTMENT METAL COVER
MARCH 2O08
EX�S"\NG ,0 PO
R=25'MIN.
DRIVEWAYS SHALL BE PAVED TO THE EDGE
OF R-O-W PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO AVOID
DAMAGING OF THE ROADWAY
IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
\ RUNOFF DRAINS OFF THE PAD
�O.
INSTALL DRIVEWAY CULVERT IF THERE D
IS A ROADSIDE DITCH PRESENT, AS
PER CITY ROAD STANDARDS
4"-8" QUARRY SPALLS /
GEOTEXTILE /
12"MIN. THICKNESS --�. �a PROVIDE FULL WIDTH OF
NOTES 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.
GRAB TENSILE STREBNGTH(ASTM D4751) 1200
PSI MIN.
GRAB TENSILE ELONGATION(ASTM D4632)
30%MAX.
MULLEN BURST STRENGTH ASTM D3786-80A)
140OPSIMIN.
ADS (ASTM D4751)
20-45 (U.S. STANDARD SIEVE SIZE)
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED
FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY
AT ANYTIME 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.
2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.3. 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 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 THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH
CRUSHED ROCK, AND WASHED 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 NECESSARY TO WASH THE STREETS, A
SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND
DISCHARGED APPROPRIATELY.
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.
STD. PLAN - 215.10
PUBLIC WORKS STABILIZED
DEPARTMENT CONSTRUCTION ENTRANCE
�sNTp MARCH 2O08
08Q 18 2017 SURVEYED_
DU 29 2017 DESIGNED:
11 15 2017 TTG
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NOTES
1. Provide two slots in the grate that are vertically aligned with the holes in the frame.
Location of bolt -down slots varies among different manufacturers.
Refer to Standard Specification 9-05.15(2) for additional requirements.
9, The thickness of the grate shall not exceed 1 5/8".
4. Unless otherwise specified, vaned grates shall be used with standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
a
0
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ISOMETRIC
D
SLOT - SEE DETAIL
\ AND NOTE 1
3/8" (9mm) RECESSED
LETTERING
1 114"
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
��Y o PUBLIC WORKS RECTANGULAR STD. PLAN - 204.40
DEPARTMENT HERRINGBONE GRATE
MARCH 2O08
- � 5" MAX.
DRAINAGE GRATE TRIM
GRATEFRAME
o a
° o
SEDIMENT AND DEBRIS
OVERFLOW BYPASS
D D
BELOW INLET GRATE DEVICE
FILTERED o
WATER
o A A
A A
SECTION VIEW
DRAINAGE GRATE
- RECTANGULAR GRATE SHOWN
BELOW INLET GRATE DEVICE
RETRIEVAL SYSTEM (TYP.)
OVERFLOW BYPASS(TYP.)
ISOMETRIC VIEW
NOTES
I. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service.
3. The BIGD shall have a built-in high -flow relief system (overflow bypass).
(3, The retrieval system must allow removal of the BIGD without spilling the collected material.
4. Perform maintenance in accordance with Standard Specification 8-01.3(15).
tity O
PUBLIC WORKS CATCH BASIN FILTER PLAN - 218.30
�= $ DEPARTMENT
�1 N tp MARCH 2O08
CALL 48 HOURS
BEFORE YOU DIG!
811
SCALE:
1" = 10, HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
ONE INCH DATU M
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
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215 WHITWORTH AVE S, RENTON, WA 98057
COR STD DETAILS
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'SHACKLE RODS'
S
TYPE B
`�Y O
n PUBLIC WORKS
DEPARTMENT
CONCRETE BLOCKING FOR VERTICAL
FITTINGS
STD. PLAN - 330.3
MARCH 2O10
RECESSED
LIFT POCKET
e SEWER e
O � O
10-1/2"
1/4"12-1/2„
1°
I
2-1/4"
14"
2-3/4
Not to Scale
FRAME
9,-n" nlAL.rTro 9'_n
J
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6'I
11
12 -1
CAST IRON RING AND
L NOTES:
1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY',
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'- 0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
STD. PLAN - 403.1
.�• PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED:-
"` DEPARTMENT FOR SANITARY SEWER MAIN
cVASIVaua D
We N "n
L
TOP SECTION VIEW
8"
2'-0"
V-6"
V-6"
V-6"
2
10"
2'-e
1'-6'
1'-6`
V-6"
2
12"
2'-s"
2-fY
1'-6
1'-6°
4
16"
T-0"
2'-6"
2'-D•
V-6"
4
NOTES:
1. CONCRETE SHALL 3000 P.S.I. READY MIX POURED IN PLACE
2 REINFORCED BARS SHALL BE DEFORMED BARS AND TIED
TOc ER.
3, FOR FORK AT FADE OF ANCHOR :AU. BE RE COVED.
BACKFILL AT FACE OF ANCHOR WLL MUST BEPACTED TO
R5%MAX DRY DENSITY BASED AS V557 PRIOR TO
REINSTATING SERVICE OF THE WATER MAIN.
ELEVATION VIEW
NOT TO SCALE
N.
V RESAR AT 8" ON CENTER
O O7HOENDTA
SNDARD HOOKS
lzY CONCRETE DEADMAN BLOCK STD. PLAN - 330.4
+ PUBLIC WORKS
DEPARTMENT MARCH 2O16
W (SEE NOTE 7) LIMITS OF PIPE ZONE
�Ir
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL /
6"
BEDDING FOR SANITARY SEWER
NOTES
:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 40S
•�• PUBLIC WORKS PIPE BEDDING AP P OVED:
"` DEPARTMENT FOR SANITARY SEWERS 6
weep w",�, DATE
nOnn WA fl 0 nn
design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
2 BID ADDENDUM # 1
3 BID ADDENDUM 2
5 CONSTRUCTION ASI-1
N0. 1 REVISION
L'L_Hly
TO CITY
METER STACKED METER SECTION 6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK 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 HEALTH.
2, THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, 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
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
Y
GT ° 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
a + PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR
f- DEPARTMENT RESIDENTIAL FIRE SPRINKLER
�NTp MARCH 2O10
-EX. SEWER MAIN
},
PROPERTY LINE
---SPOOL (LENGTH AS NEEDED)
Z
a
(
I
6" SEWER STUBE
;;,
FUTURE 4" SIDE SEWER
2"x 4" STUD MARKING POST PAINTED
SEWER MAIN TEE X 6" TEE
I
6" CAP J WHITE WITH THE WORD 'SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
w I
WRAPPED AROUND THE STUD AND
7
EXTENDED TO THE TOP OF THE STUD.
try � COUPLING (TYP.)
a
3
0I
II
6"X5"X5" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
_ (
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
O '
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
(SEE STD. PLAN 403.1 FOR INSTALLATION)
rT -_
--------------------------
LJ
JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
---
BEND AS
&PLUG (OR APPROVED EQUAL)
REQUIRED
EXISTING SANITARY
SEWER MAIN -2.0% MIN. SLOPE
\
` FUTURE 4" SIDE SEWER oa
SEWER STUB 6"X5"X6" WYE FUTURE 6"x 4" REDUCER
`SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN j4
s�1 I
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
8, CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC k C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR TIE_ STRUCTURE
SHALL BE CORE -DRILLED.
boos
3000 PSI MIX /ph
CONCRETE -� i P O�K�NG
BLOCKING �!� 45
MAN
__--____2X MIN SLOPE
6" TEE HORIZONTAL
6" MIN. SEWER SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER
NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. +V
STANDARD SIDE SEWER STD. PLAN -406.1
.o PUBLIC WORKS APPR VED:
��� DEPARTMENT INSTALLATION O
(SEWER MAIN TO PROPERTY LINE) DAT
08Q 18 2017 SURVEYED_
OU 29 2017 DESIGNED:
11 15 2017 TTG
DRAWN:
TTG
CHECKED:
MJE
BY DATE APPR APPROVED
4" FL.xP.E. DUCTILE IRON CLASS 52 CEMENT LINED
PIPE WITH COLLAR 18" FROM P.E. AS SUPPLIED BY
PACIFIC WATER WORKS SUPPLY CO INC.
PRIVATE CITY
PIPING PIPING 12
3'-4" '] [�
Z LONG 7 -L
a TEE (MJ x FL)
GATE VALVE �..
(FL x MS) -4" 12
� 2'
4,_8„ o
O
THE 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 53 P.E.xP. E. PIPE,
CEMENT LINED, LENGTH TO FIT.
DEADMAN BLOCK REQUIRED
TO BUILDING
bJ 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 DOUBLE CHECK VALVE ASSEMBLIES
SHALL INCLUDE RESILIENT SEATED SHUTOFF DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO
VALVES AND TEST COCKS AND CAPS. AND RESILIENT SEATED SHUTOFF VALVES.
APPROVED CROSS -CONNECTION CONTROL
ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST. PLAN
TOUCH READ PIT LID SENSOR
U UPRECAST CONCRETE VAULT WITH 2
- 3'x3' HINGED
MOUNTED ON STEEL PLATE
STEEL PLATE COVER. DIMENSION 4'-8"
x 7'-0" x 7'-0"
COVER THROUGH 2" DIA.
UTILITY VAULT CO. 577-LA OR EQUAL.
GALVANIZED
STEEL LADDER
DRILLED HOLE IN COVER.
r3'
I
k_,TTO48"
INSTALL EPDXY
q•_3"
NON -SHRINK GROUT
(TYP.)
2"
41
�12„
2 _9_L'
7.
CONCRETE SUPPORT
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
GR_AyEL
HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST
REPORT TO BE SUBMITTED TO CITY OF RENTON WATER
UTILITY ENGINEERING DEPT.
PRIOR TO ACTIVATION OF NEW LINE. INSTALL.. Y4" FLAR,E..
TEST COCKS WITH Ya' FLARE CAPS,
�Y
PUBLIC WORKS 4" DDCV ASSEMBLY WITHOUT STD' PLAN - 360.3
DEPARTMENT STANDPIPE OUTSIDE INSTALLATION
MARCH 2O10
2 1 MAX. SLOPE
_ ICI
i _
-III III
I I I-1 I I-1 I I- I I I
3 LEVEL BOTTOM
11 1' MIN. _
2' MIN.
SWALE SPACING DEPENDS ON SLOPE GRADIENT
NOTES
1. CONDITION OF USE
1.1. REQUIRED AT:
1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3HAV AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF.
1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW.
2. DESIGN AND INSTALLATION SPECIFICATIONS
` FOR SLOPES STEEPER THAN 2H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER
SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY
INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP.
'2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED.
3. MAINTENANCE STANDARDS
3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY.
3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE
INCREASED.
��Y O STD. PLAN - 217.10
.�j PUBLIC WORKS INTERCEPTOR SWALE
DEPARTMENT
MARCH 2O08
SCALE:
VERTICAL: NAVD 1988
1 " = 10, HORIZONTAL: NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
AVERAGE SLOPE
SLOPE PERCENT
FLOWPATH LENGTH
20H:1V
3-8%
300 FEET
(10 T020)H:1V
8-10%
200 FEET
(4T010)H:1V
10-25%
100 FEET
(2T04)H:1V
25-SO%
SOfEET
CALL 48 HOURS
BEFORE YOU DIG!
811
CITY OF
RENTON
Planning/Building/Public Works Dept.
T,
S
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0
S-395503 W-395505 R-395513 �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
RENTON COMMONS LLC
215 WHITWORTH AVE S, RENTON, WA 98057
COR STD DETAILS
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DATE:
11/15/2017
FIELDBOOK:
PAGE:
1
DRAWING NO:
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SHEET: 1 4 OF: 15
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Kramer Industries, Inc.
140 Ethel Road West phone: 888-515-9443
Unit U fax: 732-650-0556
Piscataway, NJ 08854 www.KramerindustriesOnline.com
"Right From The Start"
Silicon Carbide Grit
#360 Mesh
Typical Physical Properties
Color Black
Grain Shape Angular
Magnetic Content 0.2 - 0.5 %
Hardness 9.5 Mohs
Specific Gravity 3.2
Proximate Chemical Analysis
Sic 98.58 % Fe 0.11 %
c 0.05 ( Al 0.02 %
Si 0.80 % CaO 0.03 %
S1102 0.30 % Mg0 0.05 %
Particle Size Distribution
Specification (microns)
Size Distribution Lower Limit Upper Limit Result2
Ds 33 0.0 41.1 39.58
Ds 504 20.1 23.1 22.57
Ds 945 11.6 100.0 12.08
Notes:
FEPA42.GB.1984 R-1993 (Sedigraph)
' Results obtained using Sedigraph settling test.
2 Results of a recent batch.
a DS 3 result indicates that 3% of distribution is the result and larger.
DS 50 result is median of particle size distribution.
5 DS 94 result indicates that 94% of distribution is the result and larger.
SILICON CARBIDE BLAST MEDIA SPEC
design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
L
1/12�
�
°
. .4f a✓bP 4 --F
O
r • ,� a
■ bW a
'SI9'S/8
P P )r
10"
tEA rig
TYPE "A" BLOCK �0a
c¢ v J
L . i5
TYP E 1 b.
TYPE 2 S'
0.08"
4"'-
0.08
4"t 4"t
r
it
SECTION A -A
SECTION B-B
2
:.
TYPE "r," PI rlr,ll
RPM TYPE 2
RAISED FACE COLORS
Type 2a
White and Red
Type 2c
Yellow and Red
Type 2d
Yellow and Yellow
Type 2e
White - One Side Only
Type 2f
Yellow - One Side Only
Raised Pavement Markers and Precast Block
RAISED PAVEMENT MARKERS (RPM) q.- Traffic Curbs
2 BID ADDENDUM # 1
3 BID ADDENDUM # 2
5 CONSTRUCTION ASI-1
N0. 1 REVISION
U'A CITY OF RENTON
_ STANDARD PLANS
LST DATE:2.Oct-87
DWG NAME: IM-08 SP PAGE: H007
18/2017
1/15/2017
BY I DATE
1' 1' VARIES
MIN I MIN MIN I MIN
-rxar�r.Sr�
IN THE EVENT TRANSVERSE PATCHES EXIS'
WITHIN THE AFFECTED STREET, THE LENGD
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH WITHIN 10
FEET OF THE EDGE OF THE PATCH REQUIR
FOR THE NEW CROSSING AND ANY
SUBSEQUENT PATCH EDGE WITHIN 10 FEET
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET.
TRAFFIC FLO
2" HMA
2" TO 8" H
)F GUTTER OR
)F PAVEMENT
:ENTER LINE OR
ANE LINE
r� 6.5' MIN. --"i
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 6.5' MIN.
T.111N
I1VARIES �I DEPTH OF EXISTING PAVEMENT
MIN I MIN I MIN
% -{-
2" SAWCUT AND REMOVE
OR PLANE, SEAL WITH
AR-4000W
(EACH SIDE)
2" HMA
SAWCUT AFTER BACKFILL -
(EACH SIDE)
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE STANDARD SPECIFICATION 2-09-4)
PLUS AN ALLOWANCEE FOR FOR ANY SHORING. SHORING, IF
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATION 7-08.3(1)B
TRENCH WIDTH
2" - 6" MIN. HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE (CSTC)
(9-03.9(3)) PER WSDOT STANDARD
SPECIFICATIONS, COMPACTED TO 95X MODIFIED
PROCTOR,
BANK RUN GRAVEL FOR TRENCH BACKFILL
19), GRAVEL BORROW (9-03.14(1)) PER
STANDARD SPECIFICATIONS OR NATIVE
IAL IF APPROVED IN WRITING BY ENGINEER
ON GEOTECH REPORT, COMPACTED TO 95X
=D PROCTOR.
PIPE ZONE BEDDING: MATERIAL- SEE STANDARD
PLAN 110.1.
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR
PUBLIC WORKS SM.' PLAN - 110
•
DEPARTMENT FLEXIBLE PAVEMENT OR RIGID
PAVEMENT WITH OVERLAY
16
VARIES: 4.5' MIN.
LANE LINE
MARKING
SAWCUT AFTER BACKFILL
- DEPTH OF EXISTING PAVEMENT
2" - 6" HMA
(SEE NOTE 2) 1
1. EDGE OF PAVEMENT,�EDGE
OF CURB & GUTTER, OR
MIN.
MIN. CENTER OF LANE MARKING
2" HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-03.9(3)) PER WSDOT STANDARD
2" SAWCUT AND REMOVE
SPECIFCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH
MODIFIED PROCTOR
AR-4000W
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19). GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF
95% MODIFIED PROCTOR.
0
PROPOSED IMPROVEMENT (SEE WSDOT
.
STANDARD SPECIFICATION 2-09.4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING. SHORING, IF
REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF
FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
WSDOT STANDARD SPECIFICATION 7-08.3(1)B
L I + FOR STORM AND WATER PIPE, PER STD PLAN 220.
• FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH ' FOR JOINT UTILITY TRENCH, SAND WITH 95%
PASSING A #4 SIEVE AND LESS THAN 5% PASSING
A #200 SIEVE
N 0 TES:
1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL MOTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER.
2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL }" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6".
RESIDENTIAL ACCESS STREETS - HMA CL }" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4".
3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT.
5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH STD, PLAN - 110.1
PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR PPR VGll
DEPARTMENT RIGID PAVEMENT WITH OVERLAY
D.E
s: "+ 5Ta kk. r '� , �� c
; R
° -'q c c, '� P v..' 1 t . ig '' ,gW3'Y,s r er't 5.s` t - ' •a'r+T,* U a
.. .. Lane Line .: `..: ..'.., .1... NOTES;
- NO �., ':. ..r • -< : - ° Y air
Right Edge Line
' 1. Recessetl pavement morkers, when specified, sholl be installed at the
I 30' 110' 40' d ' 15" _I - locations shown for Type 2W RPM's on multilane one way roadways, an
o o type 2YY RPM's on two lane two way roadways.
80, J MULTILANE ONE WAY TRAFFIC
M-1. For lane lines. Type 2W RPM'S shall be spaced at 80' intervals on °
Type 2W RPM `Type 2Y RPM Left Edge Line " tangents and horizontal curves with a radius of 5000' or more, and
(See Note M-1 (See Note M-2)
and M- 3)
40' intervals on horizontol curves having rodii of less than 5000
RPM POSITIONING GUIDE SPACING FOR MULTILANE ONE WAY TRAFFIC M-2. When specified • Type 2Y RPM's shall be placed outside the left edge line.
Placement is shorn on "Left Edge of Lone Placement".
TWO LANE TWO WAY TRAFFIC
Skip Center Line Type 2YY RPM Edge Line -'.
x T-l. For center lines, Type 2YY RPM's shall be spaced at 80' intervals on
tangents and horizontal curves with o radius of 5000' or more, and
40 nterva Is on hor zontal curves having rad less than 5000'
10'30' 10' 1.IS' IS' 10" 30' 10' 15' Type 2YY RPM's are to be centered between skip lines.
' 1
BO' 80' (See Note T 1) n y rk�
s
Edge Line ti,
RPM POSITIONING GUIDE SPACING FOR TWO LANE TWO WAY TRAFFIC r ...,•... )Ye .+" %. <„ _ _s
Toper Length Flat Toper Length
Traffic Lane
Type 2 RPM
Raised Face Colors
�7. e YY ellow and ellow p� D•R,C'�
Marker 4 pe 2W white - one side onl �O A�o1 rASHv'17
I. Recess Length Type 2Y RPM ype 2Y iyello. - one side only
PLAN vlEw LEFT EDGE OF LANE PLACEMENT type 1 RPM Colors
(see Note M-2) a IN whlte
Top of Pavement Marker pe IY ye ow �0A f 2+ass 60
Top of Pavement Type 2YY RPM (Two wOyl E' C, S7bo•
Type 2W RPM lone way) /ONAL
1
t 40 Adhesive 40 EZPtRES OCTOBER 26. 2000
0 MIN
MAX:
RAISED PAVEMENT
ELEVATION vtew MARKING DETAILS
- RECESSED PAVEMENT MARKER DETAILS STANDARD PLAN H-3
ADOPTED a
CITY OF RENTON
STANDARD PLANS
aw.a+ LAST DATE: 04/14/2000
a s ���^.T''�•a�, aziX,'~� �,a' '�s �r}bT,�t� gi'� s.. i t �N,LO
r, p SP PAGE H007.2
R-395514
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CALL 48 HOURS
BEFORE YOU DIG!
811
SURVEYED: SCALE: DATE:
VERTICAL:
1983/1991 CITY OF RENTON COMMONS LLC 11/15/2017
DRAWN: DTTG 1 = 10 215 WHITWORTH AVE S, RENTON, WA 98057 PAGE:
DRAWN: RENTON PAGE:
TTG ONE INCH DATU M • DRAWING NO:
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. COR STD DETAILS C7.6
MJE IF NOT ONE INCH
AP P R APPROVED SCALE ACCORDINGLY SHEET: 15 OF: 15
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