HomeMy WebLinkAboutF_Civil_20170515_Signed.pdf1TED-40-3950
PR:15-000009 LUA:16-000966 C-17000280R-395000DEVELOPMENT ENGINEERINGAnn Fowler 05/15/2017REGIONAL FIRE AUTHORITYcthomas 05/15/2017APPROVEDSURFACE WATER UTILITYrstraka 05/16/2017CURRENT PLANNINGmherrera 05/17/2017
98102-3513
BUSH, ROED & HITCHINGS, INC.
2009 MINOR AVE. EAST
SEATTLE, Washington
LAND SURVEYORS & CIVIL ENGINEERS
FAX# (206) 323-7135
(206) 323-4144
1-800-935-0508
NW 1/4, SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
TOPOGRAPHIC SURVEY
CITY OF RENTON
SUNSET PARK
RENTON KING COUNTY WASHINGTON6/02/16
\\Brh02\cad\C3D\2016\2016077\SURVEYING\DWG\XS-SUR-00.dwg, 6/2/2016 3:12:41 PM, DWG To PDF.pc3, 1:1 2TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-395000
98102-3513
BUSH, ROED & HITCHINGS, INC.
2009 MINOR AVE. EAST
SEATTLE, Washington
LAND SURVEYORS & CIVIL ENGINEERS
FAX# (206) 323-7135
(206) 323-4144
1-800-935-0508
NW 1/4, SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
TOPOGRAPHIC SURVEY
CITY OF RENTON
SUNSET PARK
RENTON KING COUNTY WASHINGTON6/02/16
\\Brh02\cad\C3D\2016\2016077\SURVEYING\DWG\XS-SUR-00.dwg, 6/2/2016 3:12:59 PM, DWG To PDF.pc3, 1:1 3TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-395000
98102-3513
BUSH, ROED & HITCHINGS, INC.
2009 MINOR AVE. EAST
SEATTLE, Washington
LAND SURVEYORS & CIVIL ENGINEERS
FAX# (206) 323-7135
(206) 323-4144
1-800-935-0508
NW 1/4, SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
TOPOGRAPHIC SURVEY
CITY OF RENTON
SUNSET PARK
RENTON KING COUNTY WASHINGTON6/02/16
\\Brh02\cad\C3D\2016\2016077\SURVEYING\DWG\XS-SUR-00.dwg, 6/2/2016 3:13:18 PM, DWG To PDF.pc3, 1:1 4TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-395000
98102-3513
BUSH, ROED & HITCHINGS, INC.
2009 MINOR AVE. EAST
SEATTLE, Washington
LAND SURVEYORS & CIVIL ENGINEERS
FAX# (206) 323-7135
(206) 323-4144
1-800-935-0508
NW 1/4, SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
TOPOGRAPHIC SURVEY
CITY OF RENTON
SUNSET PARK
RENTON KING COUNTY WASHINGTON6/02/16
\\Brh02\cad\C3D\2016\2016077\SURVEYING\DWG\XS-SUR-00.dwg, 6/2/2016 3:13:38 PM, DWG To PDF.pc3, 1:1 5TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-395000
6TED-40-3950
PR:15-000009 LUA:16-000966 C-17000280R-395000DEVELOPMENT ENGINEERINGAnn Fowler 05/15/2017SURFACE WATER UTILITYrstraka 05/16/2017CURRENT PLANNINGmherrera 05/17/2017
SUNSET NEIGHBORHOOD PARK GENERAL REQUIREMENTS
TEMPORARY EROSION/SEDIMENT CONTROL (TESC) GENERAL NOTES
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION MEETING
MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. THE ESC FACILITIES
SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL
CLEARING AND GRADING ACTIVITIES IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT- LADEN
WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER QUALITY
STANDARDS.
2.THE ESC FACILITIES SHALL BE INSPECTED BY THE PERMITTEE/CONTRACTOR DAILY DURING
NON-RAINFALL PERIODS, EVERY HOUR (WORKING HOURS) OR EVERY EIGHT HOURS
(NON-WORKING HOURS) DURING A RAINFALL EVENT AND AT THE END OF EVERY RAINFALL, AND
MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. IN ADDITION,
TEMPORARY STORAGE TANK/POND AND ALL TEMPORARY SILTATION CONTROLS SHALL BE
MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR
CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND
THE POTENTIAL FOR EROSION HAS PASSED. WRITTEN RECORDS SHALL BE KEPT DOCUMENTING
THE REVIEWS OF THE ESC FACILITIES.
3.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF
ONCE A MONTH OR WITHIN 48 HOURS FOLLOWING A STORM EVENT.
4.THE ENGINEER HAS THE AUTHORITY TO HALT CONSTRUCTION IF EROSION CONTROLS ARE NOT
MAINTAINED PROPERLY OR IF A VIOLATION HAS NOT BEEN CORRECTED. THE CONTRACTOR
SHALL BEAR ALL RISK AND ALL COSTS OF ANY WORK DELAYS CAUSED BY THESE ACTIONS.
5.THE CONTRACTOR SHALL COMPLY THE NPDES PERMIT REQUIREMENTS, MONITOR AND REPORT
THE STORM WATER DISCHARGE IN ACCORDANCE WITH THE GENERAL PERMIT.
6.FOR TURBIDITY NONCOMPLIANCE ISSUES, THE CONTRACTOR SHALL CONTACT DEPARTMENT OF
ECOLOGY WATER QUALITY MANAGER. FOR SPILL OF IMMEDIATE DANGER TO LIFE AND HEALTH,
THE CONTRACTOR SHALL CONTACT DEPARTMENT OF ECOLOGY HOT LINE (425-649-7000) AND
CITY OF RENTON SPILL AND DISCHARGE 24-HOUR CONTACT (425-430-7400).
7.AN EROSION CONTROL AND SEDIMENTATION CONTROL ESC LEAD SHALL BE DESIGNATED.
THE ESC LEAD SHALL BE RESPONSIBLE FOR THE PERFORMANCE, MAINTENANCE AND REVIEW
OF ESC MEASURES. FOR PROJECTS THAT DISTURB ONE ACRE OR MORE OF LAND, THE ESC
SUPERVISOR MUST BE A CERTIFIED PROFESSIONAL IN EROSION AND SEDIMENT CONTROL OR A
CERTIFIED EROSION AND SEDIMENT CONTROL LEAD WHOSE CERTIFICATION IS RECOGNIZED BY
DEPARTMENT OF ECOLOGY OR KING COUNTY.
8.ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE
PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION.
9.ALL REQUIRED SEDIMENT/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO ENSURE THAT SEDIMENT
LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. 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.
10.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 CONDTIONS THAT MAY BE CREATED BY THE
ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER
QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
BMP INSTALLATION, MAINTENANCE, AND DISCHARGES
1.INLET PROTECTION SHALL BE INSTALLED IN ANY ROAD OR PARKING LOT DRAINAGE SYSTEM
INLETS, EXISTING OR NEWLY INSTALLED, WHICH ARE LIKELY TO RECEIVE RUNOFF FROM THE
DISTURBED AREAS DURING CONSTRUCTION. INLET PROTECTION SHOWN ON THE TESC PLANS
ARE APPROXIMATE LOCATIONS. THE CONTRACTOR SHALL ADD INLET PROTECTION AS
NECESSARY TO ALL CATCH BASINS THAT RECEIVE STORM WATER RUNOFF WITHIN THE
PROJECT AREA AND THAT MAY OR MAY NOT BE SHOWN ON THE TESC PLANS.
2.AT NO TIME SHALL MORE THAN 1 FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A
CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED AT THE
COMPLETION OF THE PROJECT IF IT IS DETERMINED BY THE PROJECT REPRESENTATIVE THAT
THIS IS NEEDED. THE LEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO
THE DOWNSTREAM SYSTEM.
3. THE CONTRACTOR SHALL NOT CONVEY RUNOFF TO THE EXISTING BIORETENTION CELL.
4.WHERE HYDROSEEDING FOR TEMPORARY EROSION CONTROL IS USED, FAST GERMINATING
GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE (EXAMPLE: ANNUAL OR PERENNIAL RYE
APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE).
5.WHERE STRAW MULCH IS USED FOR TEMPORARY EROSION CONTROL, IT SHALL BE APPLIED AT
A MINIMUM THICKNESS OF 2͟, AND BE CERTIFIED WEED FREE.
6.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND
SPECIFICATIONS.
7.THE ESC FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS ON THE
APPROVED PLANS. LOCATIONS MAY BE MOVED TO SUIT FIELD CONDITIONS, SUBJECT TO
APPROVAL BY THE ENGINEER AND THE CITY OF RENTON INSPECTOR.
8.A COPY OF THE APPROVED EROSION CONTROL PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
9.CONSTRUCTION LIMITS SHALL BE DELINEATED WITH A HIGH VISIBILITY FENCE AND 6FT. CHAIN
LINK FENCE.
10.OFF-SITE STREETS MUST BE KEPT CLEAN AT ALL TIMES. IF DIRT OR MUD IS DEPOSITED ON THE
PUBLIC STREET SYSTEM, THE STREET SHALL BE IMMEDIATELY CLEANED WITH POWER
SWEEPER OR OTHER EQUIPMENT. ALL VEHICLES SHALL LEAVE THE SITE BY WAY OF THE
CONSTRUCTION ENTRANCE AND SHALL BE CLEANED OF ALL DIRT THAT WOULD BE DEPOSITED
ON THE PUBLIC STREETS. FLUSHING WITH WATER WILL NOT BE ALLOWED.
11.CONTRACTOR SHALL PROTECT PREVIOUS CONCRETE PATHWAYS DURING CONSTRUCTION
ACTIVITIES.
12.ALL DENUDED SOILS OR STOCKPILES MUST BE STABILIZED WITH AN APPROVED TESC COVER
METHOD (E.G. SEEDING, MULCHING OR PLASTIC COVER).
13.IF ANY PART(S) OF THE CLEARING LIMIT BOUNDARY OR TEMPORARY EROSION/SEDIMENTATION
CONTROL MEASURE(S) IS/ARE DAMAGED, IT SHALL BE REPAIRED IMMEDIATELY.
14.ALL PROPERTIES ADJACENT TO THE PROJECT SITE SHALL BE PROTECTED FROM SEDIMENT
DEPOSITION AND RUNOFF.
15.DO NOT FLUSH CONCRETE BY-PRODUCTS INTO THE STORM DRAINAGE SYSTEM.
IF EXPOSED AGGREGATE IS FLUSHED INTO THE STORM SYSTEM, IT COULD MEAN RE-CLEANING
THE ENTIRE DOWNSTREAM STORM SYSTEM, OR POSSIBLY RE-LAYING THE STORM LINE.
16.THE CONTRACTOR SHALL NOT DISCHARGE TURBID WATER GENERATED FROM CONSTRUCTION
ACTIVITIES, DIRECTLY TO ANY STREAMS, STORM WATER SYSTEM INLETS, OR DRAINAGE
DITCHES IN ACCORDANCE WITH THE GENERAL PERMIT.
17.THE CONTRACTOR SHALL NOT DISCHARGE ANY CLEANING SOLVENTS OR CHEMICALS UTILIZED
FOR TOOL OR EQUIPMENT CLEANING TO THE GROUND. REFUELING OF EQUIPMENT SHALL BE
CONDUCTED AWAY FROM THE DRAINAGE FACILITIES AND DONE IN SUCH A MANNER AS TO
PREVENT SPILLS FROM ENTERING THE GROUNDWATER OR WATER BODIES (INCLUDING
WETLANDS). SPILLS SHOULD BE PREVENTED FROM HITTING THE GROUND PER CSWPPP.
18.THE CONTRACTOR SHALL SET ASIDE A SEPARATE AREA FOR THE WASH-OUT OF CONSTRUCTION
EQUIPMENT AND TOOLS.
19.THE CONTRACTOR SHALL PROPERLY DISPOSE OF ALL CONSTRUCTION DEBRIS IN AN APPROVED
AND PERMITTED LANDFILL FACILITY.
20.CONTRACTOR SHALL VERIFY THE FEASIBILITY, OBTAIN AN INDUSTRIAL WASTE DISCHARGE
AUTHORIZATION PERMIT AND SEEK APPROVAL FROM THE CITY OF RENTON UTILITY DISTRICT
PRIOR TO DISCHARGE OF ANY CONSTRUCTION RUNOFF TO THE SANITARY SEWE
BMP INSTALLATION, MAINTENANCE, AND DISCHARGES (CONTINUED)
SEQUENCE OF CONSTRUCTION
THE TYPICAL CONSTRUCTION SEQUENCE SHALL BE AS FOLLOWS:
1.CONDUCT PRE-CONSTRUCTION MEETING.
2.POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPERVISOR.
3.UPDATE TESC PLAN.
4.PREPARE STORMWATER POLLUTION PREVENTION PLAN & UPDATE AS REQUIRED.
5.SUBMIT NOTICE OF INTENT TO WA STATE DEPARTMENT OF ECOLOGY.
6.INSTALL CATCH BASIN INLET PROTECTION.
7.INSTALL PERIMETER PROTECTION (HIGH VISIBILITY FENCE, ETC.).
8.INSTALL PROTECTION AROUND ALL ITEMS TO REMAIN.
9.INSTALL TEMPORARY STORAGE TANKS, SEDIMENT POND(S), FILTRATION SYSTEM(S), ETC. AS
REQUIRED PRIOR TO GROUND DISTURBANCE.
10.CLEAR AND GRUB THE SITE.
11.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH PLANS AND MANUFACTURER'S
RECOMMENDATIONS.
12.PERFORM GRADING EARTHWORK.
13.INSTALL BUILDING AND UTILITIES.
14.PLACE HARDSCAPE.
15.RESTORE ROADWAY AND SIDEWALKS.
16.INSTALL IRRIGATION SYSTEM.
17.INSTALL PLANTS.
18.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 TESC MINIMUM REQUIREMENTS.
19.STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS.
20.SEED ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
21.UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST
MANAGEMENT PRACTICES BE APPLIED TO REMOVAL OF CONTROLS IF APPROPRIATE. 1
7TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-395000
DEVELOPMENT ENGINEERING
Ann Fowler 05/15/2017
SURFACE WATER UTILITY
rstraka 05/16/2017
LEGEND:
INLET PROTECTION, SEE CITY OF RENTON STD. PLAN 216.30
6' TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE
SILT FENCE, SEE CITY OF RENTON STD. PLAN 214.00
INTERCEPTOR SWALE, SEE CITY OF RENTON STD. PLAN 217.10
PROTECT IN PLACE
EXISTING GAS MAIN
X
INSTALL INLET
PROTECTION, TYP.
SUNSET NEIGHBORHOOD PARK PEDESTRIAN LIGHTS
INSTALLED DURING SUNSET
LANE NE CONSTRUCTION, DO
NOT DISTURB. TYP (NIC)
EXISTING RAIN GARDENS
- DO NOT DISCHARGE
SURFACE WATER INTO
GARDENS. SEE NOTE 5
NOTES:
1.THE IMPLEMENTATION OF ALL TESC AND THE CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE TESC PLAN
FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL
CONSTRUCTION IS APPROVED.
2.THE BOUNDARIES OF THE CONSTRUCTION LIMITS SHOWN ON THIS PLAN
SHALL BE CLEARLY FLAGGED WITH HIGH VISIBILITY FENCING IN THE FIELD
PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO
DISTURBANCE AND/OR MATERIAL/EQUIPMENT STAGING SHALL BE
PERMITTED BEYOND THE FLAGGED CONSTRUCTION LIMITS. THE FLAGGING
SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF
CONSTRUCTION.
3.TESC FACILITIES AND MEASURES SHALL BE CONSTRUCTED AND/OR
INSTALLED PRIOR TO ANY GRADING, EARTH-DISTURBING ACTIVITY, OR
EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED
TEMPORARY EROSION SEDIMENTATION CONTROL PLAN. THESE FACILITIES
MUST BE SATISFACTORILY MAINTAINED.
4.SEE DRAWING C-1 FOR TEMPORARY EROSION/SEDIMENT CONTROL (TESC)
GENERAL NOTES.
5.CONTRACTOR SHALL USE CARE WHEN WORKING NEAR THE EXISTING RAIN
GARDENS TO PROTECT THE EXISTING UNDERDRAIN SYSTEM FROM DAMAGE
DURING CONSTRUCTION.
INSTALL SILT
FENCE
INSTALL CHAINLINK AND
HIGH VISIBILITY FENCE
AROUND PERIMETER
INTERCEPTOR SWALE
(2' BOTTOM 2H:1V SIDE SLOPE)
TEMPORARY SEDIMENT
TRAP, SEE CITY OF
RENTON STD. PLAN 211.00
3:1
3:1
12" PVC TEMPORARY
DISCHARGE DRAIN PIPE
0 20 40 60
1"=20'
1
PROTECT EXISTING
IRRIGATION METER AND DCVA
INSTALL SILT FENCE,
PROTECT IRRIGATION SYSTEM
CHECK DAMS, SEE CITY OF RENTON STD. PLAN 217.40
BLOCK CURB INLET PROTECTION, SEE CITY OF RENTON STD. PLAN 216.40
BLOCK CURB
INLET PROTECTION
CHECK DAM, TYP.
>>
TEMPORARY CB
IE=323.70 (NW)
IE=323.80 (NE)
INSTALL CHAINLINK &
HIGH VISIBILITY FENCE
AROUND PERIMETER
8TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-395000
DEVELOPMENT ENGINEERING
Ann Fowler 05/15/2017
SURFACE WATER UTILITY
rstraka 05/16/2017
SUNSET NEIGHBORHOOD PARK LEGEND:
INLET PROTECTION, SEE CITY OF RENTON STD. PLAN 216.30
6' TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE
SILT FENCE, SEE CITY OF RENTON STD. PLAN 214.00
INTERCEPTOR SWALE, SEE CITY OF RENTON STD. PLAN 217.10
CONSTRUCTION ENTRANCE, SEE CITY OF RENTON STD. PLAN 215.10
CHECK DAMS, SEE CITY OF RENTON STD. PLAN 217.40
X
PROTECT IN PLACE
EXISTING GAS MAIN
INSTALL INLET
PROTECTION, TYP.
INSTALL CHAINLINK AND
HIGH VISIBILITY FENCE
AROUND PERIMETER
INSTALL CONSTRUCTION
ENTRANCE
PLACE STEEL PLATES IN
ROADWAY AT CONSTRUCTION
ENTRANCE TO PROTECT
EXISTING UTILITIES (VALVES)
IN ROADWAY
NOTES:
1.THE IMPLEMENTATION OF ALL TESC AND THE CONSTRUCTION, MAINTENANCE,
REPLACEMENT, AND UPGRADING OF THESE TESC PLAN FACILITIES IS THE
RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED.
2.THE BOUNDARIES OF THE CONSTRUCTION LIMITS SHOWN ON THIS PLAN SHALL
BE CLEARLY FLAGGED WITH HIGH VISIBILITY FENCING IN THE FIELD PRIOR
TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
AND/OR MATERIAL/EQUIPMENT STAGING SHALL BE PERMITTED BEYOND THE
FLAGGED CONSTRUCTION LIMITS. THE FLAGGING SHALL BE MAINTAINED BY THE
CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
3.TESC FACILITIES AND MEASURES SHALL BE CONSTRUCTED AND/OR INSTALLED
PRIOR TO ANY GRADING, EARTH-DISTURBING ACTIVITY, OR EXTENSIVE LAND
CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION
SEDIMENTATION CONTROL PLAN. THESE FACILITIES MUST BE SATISFACTORILY
MAINTAINED.
4.SEE DRAWING C-1 FOR TEMPORARY EROSION/SEDIMENT CONTROL (TESC)
GENERAL NOTES.
PEDESTRIAN LIGHTS
INSTALLED DURING SUNSET
LANE NE CONSTRUCTION,
TYP. (NIC)
INTERCEPTOR SWALE
0 20 40 60
1"=20'
12" PVC TEMPORARY
DRAIN PIPE
CHECK DAM, TYP.
>>
1
EXISTING CB
IE=323.60 (NE)
9TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-395000
DEVELOPMENT ENGINEERING
Ann Fowler 05/15/2017
SURFACE WATER UTILITY
rstraka 05/16/2017
10TED-40-3950
PR:15-000009 LUA:16-000966 C-17000280R-39500DEVELOPMENT ENGINEERINGAnn Fowler 05/15/2017
SUNSET NEIGHBORHOOD PARK
LEGEND:
CONCRETE PATHWAY
PERVIOUS CONCRETE PATHWAY
PLANTING, SEE PLANTING PLAN
NOTE:
1.SEE URBAN DESIGN PLANS FOR SCORING PATTERN, JOINTING PATTERN
AND DETAILS, LIGHT FIXTURES, BOLLARDS, TRASH RECEPTACLES, AND
OTHER FURNISHINGS.
2.INTERSECTION OF PERGOLA GRID A + 7 . CENTER OF RADIAL GRID:
N: 185351.8935
E: 1307052.8088. SEE DRAWING S-10.
3.INTERSECTION OF RESTROOM GRID LINE B + 11 . SEE DRAWING S-6.
4.INTERSECTION OF RESTROOM GRID LINE B + 8 . SEE DRAWING S-6.
PEDESTRIAN LIGHTS INSTALLED
DURING SUNSET LANE NE
CONSTRUCTION, TYP. (NIC)
MOW STRIP,
SEE LANDSCAPE
DRAWINGS
CONCRETE PATHWAY,
SEE DETAIL 1/C7
PERVIOUS CONCRETE
PATHWAY,
SEE DETAIL 2/C7
EXST RAIN GARDEN
EXST RAIN GARDEN
CONCRETE CURB,
SEE DETAIL 2/C7
CONCRETE CURB,
SEE DETAIL 2/C7
CONCRETE CURB,
SEE DETAIL 2/C7
DETECTABLE WARNING SURFACE
PER WSDOT STD PLAN F-45.10-01
(TYP). SEE TYPICAL DETECTABLE
WARNING SURFACE PLACEMENT
AND GRADING DETAIL 4 ON
SHEET C-7 (TYP)
PEDESTRIAN LIGHTS,
TYP OF 2. SEE
ELECTRICAL DRAWINGS
0 20 40 60
1"=20'
MATCH EXISTING
DEPRESSED
CURB LOCATION
1
N 185412.4638
E 1306930.8750
SEE NOTE 3
N 185394.4638
E 1306930.3250
SEE NOTE 4
CURB RAMP. SEE
DETAIL 1 SHEET C-5
N 185345.8305
E 1307134.6616
SEE NOTE 2
11TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-39500
DEVELOPMENT ENGINEERING
Ann Fowler 05/15/2017
SURFACE WATER UTILITY
rstraka 05/16/2017
SUNSET NEIGHBORHOOD PARK SUNSET NEIGHBORHOOD PARK LEGEND:
CONCRETE PATHWAY
PERVIOUS CONCRETE PATHWAY
PLANTING, SEE PLANTING PLAN
NOTE:
1.SEE URBAN DESIGN PLANS FOR SCORING PATTERN, JOINTING PATTERN
AND DETAILS, LIGHT FIXTURES, BOLLARDS, TRASH RECEPTACLES, AND
OTHER FURNISHINGS.
CONCRETE CURB, TYP
SEE DETAIL 2/C7
PERVIOUS CONCRETE
PATHWAY, TYP. SEE
DETAIL 2/C7
CONCRETE PATHWAY,
SEE DETAIL 1/C7
0 20 40 60
1"=20'
1
DETECTABLE WARNING SURFACE
PER WSDOT STD PLAN F-45.10-01
(TYP). SEE TYPICAL DETECTABLE
WARNING SURFACE PLACEMENT
AND GRADING DETAIL 4 ON
SHEET C-7 (TYP)
DETECTABLE WARNING SURFACE
PER WSDOT STD PLAN F-45.10-01
(TYP). SEE TYPICAL DETECTABLE
WARNING SURFACE PLACEMENT
AND GRADING DETAIL 4 ON
SHEET C-7 (TYP)
N: 185370.76
E: 1307177.61
EX: THICKENED CEMENT CONCRETE DEPRESSED CURB
EL: 341.64 (MATCH EXISTING)
N: 185370.48
E: 1307169.11
EL: 342.00
1.9% MAX
NOTE:
1.CURB RAMP SHALL BE CONSTRUCTED PER WSDOT STD PLAN F-40.15-03.
12TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-39500
DEVELOPMENT ENGINEERING
Ann Fowler 05/15/2017
SURFACE WATER UTILITY
rstraka 05/16/2017
SUNSET NEIGHBORHOOD PARK
1
13TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-39500
DEVELOPMENT ENGINEERING
Ann Fowler 05/15/2017
SURFACE WATER UTILITY
rstraka 05/16/2017
SUNSET NEIGHBORHOOD PARK
SDCO
RIM = 330.70
IE = 327.70
FRENCH DRAIN
SEE DETAIL ON C-10
REMOVE EX. CLEANOUT,
INSTALL TYPE 1 CB
(PER CITY OF RENTON
STD PLAN 200.00)
RIM = 329.20
IE = 323.85 (EX 12")
IE = 324.70 (6")
IE = 324.20 (12")
SDCO
RIM = 329.20
IE = 329.70
TYPE 1 CB
(PER CITY OF RENTON STD
PLAN 200.00)
RIM = 336.60
IE = 332.80 (6")
CONNECTS TO INFILTRATION
TRENCH TO SOUTH
NOTE:
1.SEE C-3 AND C-4 FOR HARDSCAPE PLANS
2.CLEANOUTS FOR STORM DRAIN SHALL BE PER CITY OF RENTON STD PLAN
403.1, EXCEPT CLEANOUT COVER SHALL BE LABELED "DRAIN" INSTEAD OF
"SEWER".
3.BEDDING AND BACKFILL FOR STORM DRAIN PIPE SHALL CONFORM TO CITY
OF RENTON STD PLAN 220.00.
4.UNLESS STATED OTHERWISE, INTENT OF HARDSCAPE GRADING IS TO PRODUCE
CROSS-SLOPE BETWEEN 0.5% AND 1.5%, AND LONGITUDINAL SLOPE BETWEEN
0% AND 4%. CONFIRM FORMWORK WILL PRODUCE SLOPES IN THIS RANGE AT
LEAST 2 BUSINESS DAYS BEFORE POURING CONCRETE; NOTIFY PROJECT
REPRESENTATIVE OF ANY DISCREPANCY.
EX 12" SD
PEDESTRIAN LIGHTS
INSTALLED DURING
SUNSET LANE NE
CONSTRUCTION, TYP. (NIC)
6" PVC SD
@ 1% MIN
TYPE 1 CB
(PER CITY OF RENTON
STD PLAN 200.00)
RIM = 337.50
IE = 333.55 (6")
6" PVC SD
@ 1% MIN
SD POC FOR FUTURE
WATER FEATURE (PER CITY
OF RENTON STD PLAN
403.2, SEE NOTE 6)
RIM = 337.80
IE = 334.00
SEE INSET
GRADING
DETAIL ON
SHEET C-9
ABBREVIATIONS
CO
CB
CL
DI
EL
FL
IE
LT
MJ
POC
SD
SS
STD
CLEANOUT
CATCH BASIN
CENTERLINE
DUCTILE IRON
ELEVATION
FLANGE
INVERT ELEVATION
LINEAL FEET, LEFT
MECHANICAL JOINT
POINT OF CONNECTION
STORM DRAIN
SANITARY SEWER,
STANDARD
TYPE 2 CB PER CITY
OF RENTON STD PLAN
201.00 W/ SOLID
COVER PER 204.50
RIM = 338.1
IE = 335.6 (6" IN)
IE = 335.1 (6" OUT)
SDCO
RIM = 337.9
IE = 335.4
340.89
341.05
340.89
341.05
0 20 40 60
1"=20'
5.GRADING IN PLANTED AREAS SHALL BE SMOOTH. ANGLE POINTS ARE PROVIDED
IN CONTOURS FOR EASE OF STAKING; CONSTRUCT WITH SMOOTH TRANSITIONS.
6.SD POINT OF CONNECTION (POC) FOR WATER FEATURE SHALL BE PER CITY OF
RENTON STD. PLAN 403.2, EXCEPT CLEANOUT COVER SHALL BE LABELED "DRAIN"
INSTEAD OF "SEWER"
INFILTRATION
TRENCH, SEE A/C-10 AC-9A
C-
9
MOW STRIP, TYP.
TOP OF
CROWN, TYP.
6" TEE
IE = 324.70
1
EXISTING IRRIGATION
METER AND DCVA
SEE SHEET C-7
FOR PROFILE
REFER TO
HARDSCAPE PLANS
14TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-39500
DEVELOPMENT ENGINEERING
Ann Fowler 05/15/2017
SURFACE WATER UTILITY
rstraka 05/16/2017
SUNSET NEIGHBORHOOD PARK
TYPE 1 CB
(PER CITY OF RENTON
STD PLAN 200.00)
RIM = 336.6
IE = 332.80 (6")
IE = 332.30 (12")
TYPE 1 CB
(PER CITY OF RENTON
STD PLAN 200.00)
RIM = 336.80
IE = 331.80 (12")
FRENCH DRAIN
SEE DETAIL D/C-10
TYPE 1 CB
(PER CITY OF RENTON
STD PLAN 200.00)
RIM = 329.90
IE = 324.90 (12")
EXISTING CB 13
NOTE:
1.SEE C-3 AND C-4 FOR HARDSCAPE PLANS
2.CLEANOUTS FOR STORM DRAIN SHALL BE PER CITY OF RENTON STD PLAN
403.1, EXCEPT CLEANOUT COVER SHALL BE LABELED "DRAIN" INSTEAD OF
"SEWER".
3.BEDDING AND BACKFILL FOR STORM DRAIN PIPE SHALL CONFORM TO CITY
OF RENTON STD PLAN 220.00.
4.THE INTENT OF HARDSCAPE GRADING IS TO PRODUCE CROSS-SLOPES
BETWEEN 0.5% AND 1.5%, AND LONGITUDINAL SLOPES BETWEEN 0% AND
4%. CONFIRM FORMWORK WILL PRODUCE SLOPES IN THIS RANGE AT
LEAST 2 BUSINESS DAYS BEFORE POURING CONCRETE; NOTIFY PROJECT
REPRESENTATIVE OF ANY DISCREPANCY.
5.GRADING IN PLANTED AREAS SHALL BE SMOOTH. ANGLE POINTS ARE
PROVIDED IN CONTOURS FOR EASE OF STAKING. CONSTRUCT WITH
SMOOTH TRANSITIONS.
LEGEND:
FINISHED GRADE ELEVATIONS
GRADE BREAK
329.40
FRENCH DRAIN
SEE DETAIL D/C-10
TYPE 1 CB
(PER CITY OF RENTON
STD PLAN 200.00)
RIM = 331.15
IE = 326.15 (12")
TYPE 1 CB
(PER CITY OF RENTON
STD PLAN 200.00)
RIM = 333.70
IE = 328.70 (12")
TYPE 1 CB
(PER CITY OF RENTON
STD PLAN 200.00)
RIM = 336.10
IE = 331.10 (12")
12" SD @ 1% MIN. (TYP)PEDESTRIAN LIGHTS
INSTALLED DURING
SUNSET LANE NE
CONSTRUCTION, TYP.
(NIC)
338.35 338.45
338.20
338.00 338.76
338.80 338.75
338.00
339.00
338.75
338.70
338.55
338.69
338.67
338.70
338.50 338.53
338.39 338.45 338.62
338.62
338.48
338.53 338.70
338.48
338.67 338.55
338.41
338.21
338.14338.20
337.98
337.88
337.84
337.72
337.68
337.60
337.64
337.75
GRADING DETAIL
1" = 10'
ABBREVIATIONS
CO
CB
CL
DI
EL
FL
IE
LT
MJ
POC
SD
SS
STD
CLEANOUT
CATCH BASIN
CENTERLINE
DUCTILE IRON
ELEVATION
FLANGE
INVERT ELEVATION
LINEAL FEET, LEFT
MECHANICAL JOINT
POINT OF CONNECTION
STORM DRAIN
SANITARY SEWER,
STANDARD
0 20 40 60
1"=20'
0 10 20 30
1"=10'
336.60
336.50
CROWN GRADING TYPICAL SECTION A
C-8
MOW STRIP
TOP OF CROWN
CONCRETE PATHWAY
1
4 TYP
1
4 TYP
SLOPE ROUNDING
TOE OF SLOPE PER
CONTOURS
CONCRETE PATHWAY
1" TYP ABOVE LAWN
VARIES
1'
0 10 20 30
1"=10'
0 10 20 30
1"=10'
SEE C-8 FOR DETAILS
SEE C-8
FOR DETAILS
SDCO
RIM = 329.95
IE = 326.95
1
C
C-10
SEE SHEET C-7
FOR PROFILE
15TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-39500
DEVELOPMENT ENGINEERING
Ann Fowler 05/15/2017
SURFACE WATER UTILITY
rstraka 05/16/2017
SUNSET NEIGHBORHOOD PARK C
-
1
16TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-39500
DEVELOPMENT ENGINEERING
Ann Fowler 05/15/2017
SURFACE WATER UTILITY
rstraka 05/16/2017
SUNSET NEIGHBORHOOD PARK SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS
SURFACE WATER STANDARD NOTES
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST
BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.
2.ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL
CODE 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.
3.THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED
PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY DEVIATION FROM THE
APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT, SURFACE WATER UTILITY SECTION.
4.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
5.DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON.
REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
6.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.
7.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.
8.GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY
OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND
APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
9.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7-02.3(1) OF 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.
$//3,3(%('',1*6+$//%($3:$&/$66³&´:,7+7+((;&(37,212)39&3,3($//75(1&+
BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90%
OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC
PIPE.
10.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER
INSIDE AND OUTSIDE.
11.STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM
DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
12.ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
13.OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE
ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC
WORKS ADMINISTRATOR.
14.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF
SOUND QUARRYROCK 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.
15.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.
16.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.
17.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 COVERED BY THE CONTRACT. 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.
18.SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE
AQUIFER PROTECTION AREA (APA).
19.APPROVAL OF THIS GRADING 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.
20.GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. 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.
21.,76+$//%(7+($33/,&$17¶6&2175$&725¶65(63216,%,/,7<722%7$,1$//&216758&7,21
EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY
REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
22.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES
MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
23.ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO
95 PERCENT DENSITY, STANDARD PROCTOR.
24.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.
25.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.
26.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.
27.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 &/$66³&´:,7+7+((;&(37,212)39&3,3(
28.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.
29.BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1
EASEMENT WIDTHS AND BUILDING SETBACKS LINES.
30.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.
31.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION
PERMIT ISSUANCE.
32.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.
33.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. 1
17TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-39500
DEVELOPMENT ENGINEERING
Ann Fowler 05/15/2017
SURFACE WATER UTILITY
rstraka 05/16/2017
SUNSET NEIGHBORHOOD PARK NOTES:
1.SEE ELECTRICAL PLAN FOR ELECTRICAL AND TELECOMMUNICATIONS UTILITIES.
2.SEE BUILDING MECHANICAL DRAWINGS FOR WATER SERVICE, VENTING AND OTHER PLUMBING
INFORMATION.
3.SANITARY SIDE SEWER SHALL BE 35 SDR PVC (ASTM 3034).
4.POINT OF CONNECTIONS FOR SITE UTILITIES SHALL BE WITHIN 5 FEET OF STRUCTURE FOUNDATIONS.
5.WATER SERVICE SHALL BE TYPE K COPPER.
6.WATER SERVICE LINE SHALL BE INSTALLED A MINIMUM OF 5 FEET HORIZONTALLY FROM THE
EXISTING GAS LINE AND 12 INCHES VERTICALLY
REPLACE EXISTING
8" SS CLEANOUT
PER CITY OF RENTON
STD. PLAN NO. 403.1
FUTURE PHASE
STORAGE TANK
TEMPORARY CAP FOR
FUTURE CONNECTION
IE = 329.81
PROTECT IN PLACE
EXISTING GAS MAIN
LEGEND:
WATER LINE
SANITARY SEWER LINE
W
SS
4" SS PROVIDE TEMPORARY CAP AT
FINISHED FLOOR FOR FUTURE
CONNECTION TO WATER FEATURE
6" SS (TYP. OF 4)
(/%2:
IE = 328.26
(/%2:
IE = 328.96
6" SS CLEANOUT
PER CITY OF RENTON
STD. PLAN NO. 403.1
85 LF OF
6" SS AT 1% SLOPE
70 LF OF
6" SS AT 1.0% SLOPE
2" WATER SERVICE
EXISTING 8" DI
WATER MAIN
EXISTING 12" DI
WATER MAIN
INSTALL 1.5" OUTLET SERVICE
SADDLE FOR CONNECTION TO
INDOOR PLUMBING. SEE NOTE 6
6" PVC CASING FOR FUTURE WATER
FEATURE. PROVIDE TEMPORARY
CAPS AT BOTH ENDS
8"x6"
REDUCER
PEDESTRIAN LIGHTS
INSTALLED DURING
SUNSET LANE NE
CONSTRUCTION, TYP. (NIC)
ABBREVIATIONS
IE
SS
STD
LT
DI
MJ
FL
CL
EL
INVERT ELEVATION
SANITARY SEWER
STANDARD
LINEAL FEET
DUCTILE IRON
MECHANICAL JOINT
FLANGE
CENTERLINE
ELEVATION
STA
LT
STATION
LEFT
STA 21+60 EXISTING 2" WATER METER
INSTALLED UNDER CITY'S SUNSET
LANE ROADWAY PROJECT
INSTALL 2" DCVA OUTSIDE
OF ROW PER CITY OF
RENTON STD. PLAN 340.8
EXISTING 2" IRRIGATION
METER AND 1.5" DCVA
EX. RAIN GARDEN
EX. RAIN GARDEN
0 20 40 60
1"=20'
1
TOP OF 6" GAS LINE IS APPROX. 40" BELOW GRADE
WATER SERVICE. CROSSING SHALL BE 24" BELOW
GRADE (TO TOP OF PIPE). CONTRACTOR SHALL
NOTIFY PROJECT REPRESENTATIVE IF TOP OF
EXISTING GAS LINE IS SHALLOWER. TYP OF 2
18TED-40-3950PR:15-000009 LUA:16-000966 C-17000280R-39500
DEVELOPMENT ENGINEERING
Ann Fowler 05/15/2017
WASTEWATER UTILITY
dchristen 05/15/2017
WATER UTILITY
Abdoul Gafour 05/18/2017
19TED-40-3950
PR:15-000009 LUA:16-000966 C-17000280R-3950019CURRENT PLANNINGmherrera 05/17/2017
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS SS SSSS SS SSSSSSSSSSSSSD
SDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS
SDSSSSSSSSSSSSSSSSSSSSSSSSSSSD SD SD SD SD SD SDSSSSSSSS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS
SD
S
D
SDSDSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDS
D SDSD
S
D
S
D
S
D
S
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NGTONNO.8.JULIETB.VONG67EXPLICENSEDLANDSCAPEARCHITECT 1120TED-40-3950
PR:15-000009 LUA:16-000966 C-17000280R-39500
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PR:15-000009 LUA:16-000966 C-17000280R-39500
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NGTONNO.8.JULIETB.VONG67EXPLICENSEDLANDSCAPEARCHITECT
22TED-40-3950
PR:15-000009 LUA:16-000966 C-17000280R-39500
SUNSET NEIGHBORHOOD PARKPHASE 1URBAN DESIGN DETAILS206.682.3051 phone206.682.3245 fax215 WESTLAKE AVENUE NORTH SEATTLE, WA 98109NOT TO SCALE1SCORE JOINTNOT TO SCALE3CONCRETE BROOM FINISHNOT TO SCALE2EXPANSION JOINT111111114VIEWPOINT ENLARGEMENT5BENCH AREA ENLARGEMENT6PAD A7PAD B8PAD CSTATEOFWASHI
NGTONNO.8.JULIETB.VONG67EXPLICENSEDLANDSCAPEARCHITECT
11123TED-40-3950
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SUNSET NEIGHBORHOOD PARKPHASE 1URBAN DESIGN DETAILS206.682.3051 phone206.682.3245 fax215 WESTLAKE AVENUE NORTH SEATTLE, WA 981091BOLLARD LAYOUT A2BOLLARD LAYOUT BNOT TO SCALE4REMOVABLE BOLLARD WITH RECEIVERNOT TO SCALE5IN-GROUND LIGHT FIXTURENOT TO SCALE3BOLLARD LAYOUT C1111111STATEOFWASHI
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SUNSET NEIGHBORHOOD PARKPHASE 1URBAN DESIGN DETAILSPARK ENTRY MONUMENT SIGN206.682.3051 phone206.682.3245 fax215 WESTLAKE AVENUE NORTH SEATTLE, WA 98109NOT TO SCALE1ENTRY SIGN - AXONNOT TO SCALE3ENTRY SIGN - ELEVATIONSNOT TO SCALE2ENTRY SIGN - PLAN111STATEOFWASHI
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SUNSET NEIGHBORHOOD PARKPHASE 1URBAN DESIGN DETAILSPARK ENTRY MONUMENT SIGN206.682.3051 phone206.682.3245 fax215 WESTLAKE AVENUE NORTH SEATTLE, WA 98109NOT TO SCALE1ENTRY SIGN - SECTION - ANOT TO SCALE3ENTRY SIGN - SECTION - CNOT TO SCALE2ENTRY SIGN - SECTION - BNOT TO SCALE5ENTRY SIGN - COR LOGONOT TO SCALE4ENTRY SIGN - ENLARGEMENT A1STATEOFWASHI
NGTONNO.8.JULIETB.VONG67EXPLICENSEDLANDSCAPEARCHITECT
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SUNSET NEIGHBORHOOD PARKPHASE 1URBAN DESIGN DETAILS206.682.3051 phone206.682.3245 fax215 WESTLAKE AVENUE NORTH SEATTLE, WA 98109NOT TO SCALE6TRASH RECEPTACLENOT TO SCALE1ANCHOR BOLTNOT TO SCALE4PEDESTRIAN LIGHT PADNOT TO SCALE3POLE 1 PEDESTRIAN LIGHT PADSTATEOFWASHI
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SSSSSDSDSD SUNSET NEIGHBORHOOD PARKPHASE 1URBAN DESIGN DETAILS206.682.3051 phone206.682.3245 fax215 WESTLAKE AVENUE NORTH SEATTLE, WA 98109STATEOFWASHI
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206.682.3051 phone206.682.3245 fax215 WESTLAKE AVENUE NORTH SEATTLE, WA 98109STATEOFWASHI
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THE LITTLE FREE LIBRARYTake a Book.CELEBRATING NEIGHBORSYour attention to the following is appreciated: Please returnKing County Library Books to the King County Library. TheLittle Free Libraries are for neighborly book exchanges onlyand cared for by the community and the City of Renton.Thank you for participating!Leave a Book. SUNSET NEIGHBORHOOD PARKPHASE 1URBAN DESIGN DETAILS206.682.3051 phone206.682.3245 fax215 WESTLAKE AVENUE NORTH SEATTLE, WA 98109NOT TO SCALE3TRAFFIC SIGN RESETNOT TO SCALE4CONTAINER DETAILSTATEOFWASHI
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SUNSET NEIGHBORHOOD PARKPHASE 1URBAN DESIGN DETAILS206.682.3051 phone206.682.3245 fax215 WESTLAKE AVENUE NORTH SEATTLE, WA 98109NOT TO SCALE4MOW STRIPNOT TO SCALE5BICYCLE RACKSTATEOFWASHI
NGTONNO.8.JULIETB.VONG67EXPLICENSEDLANDSCAPEARCHITECT NOT TO SCALE2RADIUS BENCH AT VIEWPOINTNOT TO SCALE3PLAZA BENCHNOT TO SCALE1COR VINYL LABEL131TED-40-3950
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SUNSET NEIGHBORHOOD PARKPHASE 1URBAN DESIGN DETAILSSECTIONS AT GAZEBO RETAINING WALL206.682.3051 phone206.682.3245 fax215 WESTLAKE AVENUE NORTH SEATTLE, WA 98109NOT TO SCALEBSECTION AT GAZEBO RETAINING WALL - BNOT TO SCALEASECTION AT GAZEBO RETAINING WALL - ASTATEOFWASHI
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