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TREE PROTECTION NOTES
SURFACE WATER STANDARD PLAN NOTES
SEPA CONDITIONS OF APPROVAL
PROTECTION MEASURES DURING CONSTRUCTION: PROTECTION MEASURES IN THIS SUBSECTION SHALL APPLY FOR ALL TREES THAT ARE TO
1.
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
1.
THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES A DIRECT PERPENDICULAR CONNECTION FROM THE STREET
BE
RETAINED. ALL OF THE FOLLOWING TREE PROTECTION MEASURES SHALL APPLY:
2.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY
FRONTAGE ENTRANCE TO THE SIDEWALK. THE REVISED LANDSCAPE PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO
1.
CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF
OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.
BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY
3.
ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE
2.
THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES A MINIMUM OF SEVEN (7) ADDITIONAL SHRUBS WITHIN THE
WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED.
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC
PERIMETER PARKING LOT LANDSCAPING SCREEN. THE REVISED LANDSCAPING PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT
2.
FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT
WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE
APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
(6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM
3.
THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES SHRUBS WITHIN THE INTERIOR PARKING LOT LANDSCAPING
SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET (1.25) FOR EVERY ONE INCH (1") OF TRUNK CALIPER,
THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY.
BULBS AT THE REQUIRED RATE OF ONE PER 20 SQUARE FEET OF LANDSCAPED AREA. THE REVISED LANDSCAPE PLAN SHALL BE SUBMITTED
WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING
4.
APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER
WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO
EVERY FIFTY FEET (50') INDICATING THE WORDS, 'NO TRESPASSING -PROTECTED TREES,"OR ON EACH SIDE OF THE FENCING IF
CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE
BUILDING PERMIT APPROVAL.
LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND
SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION
4.
THE APPLICANT SHALL SUBMIT A REVISED TREE RETENTION PLAN THAT IDENTIFIES THE THREE (3) RETAINED TREES AND PROVIDES THE
SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION
FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE
REQUIRED PROTECTION MEASURES DURING CONSTRUCTION. THE REVISED TREE RETENTION PLAN SHALL BE SUBMITTED WITH THE
WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES.
WATER UTILITY SECTION.
CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO
3.
PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE
5.
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
CONSTRUCTION PERMIT APPROVAL.
APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST
6.
GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO
5.
THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN THAT REMOVES THE EXTRUDED CURB FROM THE NORTHERN PERIMETER TO FULLY
BE EQUAL TO THE TREES DRIP LINE.
WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON.
PROVIDE THE SITE TO SITE VEHICLE CONNECTION. THE REVISED SITE PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO
4.
IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL
7.
IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE
BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED.
INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION.
6.
THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN THAT INCLUDES A DETAIL CUT -SHEET OF THE BICYCLE PARKING RACK THAT COMPLIES
5.
RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED
8.
FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED
WITH RMC 4-4-OSOELIB. THE REVISED SITE PLAN WITH CUT SHEET SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE
MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE,
UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE
REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF
SUBMITTED TO THE CITY OF RENTON.
7.
THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT INCLUDES A DETAIL CUT SHEET OF THE RETAINING WALL MATERIALS THAT
TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED.
9.
DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE
ARE COMPOSED OF BRICK, ROCK, TEXTURED OR PATTERNED CONCRETE, OR OTHER MASONRY PRODUCT THAT COMPLEMENTS THE PROPOSED
(ORD. 5676, 12-3-2012)
NOTED ON THE PLANS.
BUILDING AND SITE DEVELOPMENT. THE REVISED LANDSCAPE PLAN WITH DETAIL CUT SHEET SHALL BE SUBMITTED WITH THE BUILDING PERMIT
6.
MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A
10.
ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR
APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
REVIEW AND APPROVAL.
8.
THE APPLICANT SHALL SUBMIT A REVISED ELEVATION PLAN FOR THE REFUSE AND RECYCLING ENCLOSURE THAT INCLUDES A DETAIL CUT
MINIMUM OF THREE INCHES (Y) OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE
11.
ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD
SHEET IDENTIFYING THE SELF -CLOSING MECHANISM FOR THE ENCLOSURE DOORS. THE REVISED ELEVATION PLAN SHALL BE SUBMITTED WITH
APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12-3-2012)
PROCTOR.
THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING
7.
MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE
12.
OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS
PERMIT APPROVAL.
ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS,
SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN
9.
THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES A MINIMUM OF TWO (2) PLANTER CONTAINERS NEAR EACH OF
FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED.
ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS.
THE TWO (2) PUBLIC ENTRANCES. THE LANDSCAPE PLAN SHALL ALSO PROVIDE ADDITIONAL WIDTH ALONG PEDESTRIAN PATHWAY EXTENDING
8.
ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE
13.
ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST
OUTWARD FROM THE BUILDING ALONG THE STREET SIDE FACADE NEAR THE 108TH AVE SE ENTRANCE TO ACCOMMODATE ADDITIONAL
PROTECTION. (ORD. 5676, 12-3-2012)
BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
PEDESTRIAN AMENITIES. THE REVISED LANDSCAPE PLAN WITH CUT SHEETS OF THE PLANTER CONTAINERS AND WIDENED PAVED ENTRANCE
14.
ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL
AREA SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT
CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
15.
ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE
10.
THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES A MINIMUM OF TWO (2) OUTDOOR SEATING BENCHES WITH
OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF
DETAIL CUT SHEETS VERIFYING THE BENCHES ARE MADE OF DURABLE, VANDAL- AND WEATHER -RESISTANT MATERIALS TO BE LOCATED NEAR
EROSION CONTROL NOTES
THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
EACH ENTRANCE AREA. THE REVISED SITE PLAN SHALL BE SUBMITTED WITHTHE BUILDING PERMIT APPLICATION TO BE REVIEWED AND
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING
APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.11. THE APPLICANT SHALL SUBMIT A
1.
THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY,
BASE. ALL PIPE BEDDING SHALL BE APWA CLASS 'C", WITH THE EXCEPTION OF PVC PIPE.
LIGHTING PLAN WITH PHOTOMETRIC LIGHTING ANALYSIS THAT PROVIDES THE APPROPRIATE LEVEL OF LIGHTING FOR THE PARKING LOT AND
WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS:
16.
STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
PEDESTRIAN AREAS WHILE LIMITING THE IMPACTS TO THE NEIGHBORING SINGLE-FAMILY NEIGHBORHOOD AS DETERMINED BY STANDARDS OF
2.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF
17.
ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES
THE ILLUMINATING ENGINEERING SOCIETY. DETAIL CUT SHEETS OF THE LIGHTING FIXTURES WITH CUT-OFF LUMINAIRE SHALL BE PROVIDED WITH
RENTON, PUBLIC WORKS DESIGN ENGINEER.
ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS.
THE PLAN.THE LIGHTING PLAN AND PHOTOMETRIC LIGHTING ANALYSIS SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPROVAL.
3.
THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE
18.
BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS
11.
THE APPLICANT SHALL SUBMIT A LIGHTING PLAN WITH PHOTOMETRIC LIGHTING ANALYSIS THAT PROVIDES THE APPROPRIATE LEVEL OF
LINES.
LIGHTING FOR THE PARKING LOT AND PEDESTRIAN AREAS WHILE LIMITING THE IMPACTS TO THE NEIGHBORING SINGLE-FAMILY NEIGHBORHOOD
CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE
19.
ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
AS DETERMINED BY STANDARDS OF THE ILLUMINATING ENGINEERING SOCIETY. DETAIL CUT SHEETS OF THE LIGHTING FIXTURES WITH CUT-OFF
SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
20.
ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM
LUMINAIRE SHALL BE PROVIDED WITH THE PLAN. THE LIGHTING PLAN AND PHOTOMETRIC LIGHTING ANALYSIS SHALL BE SUBMITTED WITH THE
BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC
3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE
BUILDING PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT
SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
APPROVAL.
4.
STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE
DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE
12.
THE APPLICANT SHALL PROVIDE PEDESTRIAN SCALE DECORATIVE SCONCES ALONG THE WEST FACADE AND NEAR THE PARKING LOT
DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE
FOLLOWING SPECIFICATIONS:
ENTRANCE. SCONCE DETAIL CUT SHEETS SHALL BE INCLUDED ON THE LIGHTING PLAN AND SUBMITTED WITH THE BUILDING PERMIT
REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR
4 - 8 INCH ROCK / 40 - 70% PASSING;
APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
THE DURATION OF THE PROJECT.
2 - 4 INCH ROCK / 30 - 40% PASSING; AND
13.
THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT RELOCATES THE EASTERN PERIMETER CHAINLINK FENCE TO THE AREA
5.
ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING
LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
BETWEEN THE PARKING LOT AND THE NEW PLANTINGS. THE PLAN SHALL ALSO INCLUDE A CUT SHEET OF A GREEN OR BLACK VINYL COATED
AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT
21.
ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY
CHAINLINK FENCE AND BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT
PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT
THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF
PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL.
CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED THE IMPLEMENTATION,
THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.
14.
THE APPLICANT SHALL SUBMIT A REVISED ELEVATION PLAN THAT IDENTITIES ANY NEEDED SCREENING OF ROOFTOP EQUIPMENT THAT SHIELDS
MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF
22.
DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR
THE EQUIPMENT FROM PUBLIC VIEW. THE REVISED ELEVATION PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION TO BE
THE PERMITEE.
INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING:
REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL.
6.
THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS
A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF
15.
THE APPLICANT SHALL SUBMIT A REVISED UTILITIES PLAN THAT PROVIDES FRONTAGE IMPROVEMENTS ALONG THE SUBJECT PROPERTY'S 108TH
TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE,
DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY
AVE SE FRONTAGE THAT MAINTAINS THE CURB LINE IN ITS EXISTING LOCATION AND ADDS AN 8-FOOT PLANTER STRIP AND 8-FOOT
THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE
TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO
SIDEWALK. THE LANDSCAPE PLAN SHALL ALSO BE REVISED TO SHOW APPROVED STREET TREES PLANTED WITHIN 8-FOOT PLANTER STRIP.
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION
AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
THE REVISED UTILITIES PLAN SHALL BE SUBMITTED WITH THE CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE
AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE
CIVIL PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL
PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT
STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE.
16.
THE APPLICANT SHALL DEDICATE BETWEEN TWO (2) AND FOUR (4) FEET ALONG THE SUBJECT PROPERTY'S 108TH AVE SE FRONTAGE,
PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN
SUBJECT TO FINAL SURVEY. THE APPLICANT SHALL DEDICATE 11.5-FEET ALONG THE SUBJECT PROPERTY'S 109TH AVE SE FRONTAGE,
7.
APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM
MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER
SUBJECT TO FINAL SURVEY. FRONTAGE DEDICATIONS SHALL BE SUBMITTED TO THE CIVIL PLAN REVIEWER AND COMPLETED PRIOR TO BUILDING
DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
ACCEPTABLE DETECTION.
PERMIT ISSUANCE.
8.
ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE
D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL
17.
THE APPLICANT SHALL CONTACT THE CURRENT PLANNING PROJECT MANAGER TO APPROVE ANY COMPARABLE ALTERNATIVE TREE SPECIES
WET SEASON (OCTOBER 1ST TROUGH MARCH 30 OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30)
LOTS.
FOR THE AUSTRIAN BLACK PINE IN THE EASTERN PORTION OF THE PROPERTY. ANY APPROVED ALTERNATIVE TREE SPECIES MUST BE A
SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.).
E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH
MINIMUM OF 8-9 FEET IN HEIGHT AT TIME OF PLANTING. THE APPLICANT SHALL CONTACT THE CURRENT PLANNING PROJECT MANAGER
9.
WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN
RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION).
FOLLOWING INSTALLATION OF THE TALLER TREES TO CONFIRM THEIR HEIGHT.
OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS.
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER.
18.
THE APPLICANT SHALL COMPLY WITH THE CONDITIONAL USE PERMIT GENERAL CONDITIONS (RMC 4-2-080.2) FOR VEHICLE SERVICE AND
10.
COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES
REPAIR USES IN THE CA ZONE. ALL OPERATIONS SHALL BE CONDUCTED ENTIRELY WITHIN AN ENCLOSED STRUCTURE, WHICH INCLUDE NO
11.
ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE.
EXTERIOR DISPLAY OF TIRES, RIMS, WHEELS, AND OTHER VEHICLE RELATED MERCHANDISE OUTSIDE THE BUILDING. THE FOLLOWING ALSO
12.
THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS
23.
ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE
APPLIES:
FOLLOWING A STORM EVENT.
OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE
A. VEHICLES SHALL ONLY BE HELD ON THE PROPERTY WHILE BEING SERVICED AND SHALL HAVE AN ACTIVE REPAIR OR SERVICE
13.
AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH
SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY.
INVOICE THAT SHALL BE MADE AVAILABLE TO THE CITY UPON THE CITY'S REQUEST.
BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH
24.
PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE.
B. VEHICLE STORAGE BEFORE OR AFTER SERVICE SHALL NOT BE ALLOWED. VEHICLES HELD ON THE SITE SHALL BE SUBJECT TO THE
SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
25.
ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE
SCREENING AND LANDSCAPING PROVISIONS IN RMC 4-4-120, STORAGE LOTS -OUTSIDE, UNLESS ENCLOSED WITHIN A BUILDING.
14.
DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL
CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF
C. VEHICLE HOLDING AREAS SHALL COUNT TOWARD THE MAXIMUM LOT COVERAGE STANDARD OF THE ZONE.
AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR
RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING
D. ANY OVERNIGHT VEHICLE PARKING ACCESSORY TO THIS USE SHALL NOT BE LOCATED IN THE FRONT SETBACK OR N A SIDE SETBACK
PLASTIC COVERING.
CONSTRUCTION.
ALONG A STREET.
15.
ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE
26.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT
FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM
PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY
AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT,
16.
PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN
TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL
BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING
27.
APPLY.
PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT OF THE SURFACE
OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE
#6
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SUBMITTED TO THE CITY OF RENTON FOR REVIEW.
WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050).
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CITY OF
RENTON
Planning/Building/Public Works Dept.
RENTON FIRESTONE
17808 108TH AVE SE
RECORD DRAWINGS
CITY OF RENTON STANDARD NOTES
AND CONDITIONS OF APPROVAL
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