HomeMy WebLinkAboutR-395502z
O
2
75
O
U
z
O
I-
z
w
rr
a
z
J
LL
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
�
Ln
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
r
JULY 25, 2016.
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND
O
MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL
O
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
r
U
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.
Lid
PARKING AGREEMENT (IF ANY) SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO OCCUPANCY.
N
6.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
O
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.
O
APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
O
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
Q
PRIOR TO CONSTRUCTION PERMIT APPROVAL.
SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
J
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
O
OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
~
C)
10.
THE APPLICANT SHALL BE REQUIRED TO SUBMIT A LIGHTING ANALYSIS DEMONSTRATING COMPLIANCE WITH RMC 4-6-060(I)(3). THE LIGHTING
O
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
O
THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS,
O
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
'
~
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
r
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:
nG
11 15 2017
FIELDBOOK:
PAGE:
DRAWN:
TTG
ONE INCH
DRAWING NO:
C 1 .1
CHECKED:
WE
AT FULL SCALE
IF Na ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED:
SHEET: 2 OF: 15
w
U)
0
m
W
z
O
73
2
O
CU
z
O
I-
z
w
01