HomeMy WebLinkAboutR-382002ROSION CONTROL NOTES
THESE NOTES SHALL APPEAR FOR ALL PROJECTTS- SITE
IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER
UTILITY, AND TRANSPORTATION PLANS:
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTMTY OCCURS, A
PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF
RENTON, PUBLIC WORKS DESIGN ENGINEER.
THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION
PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY
FLAGGED BY SURBEY TAPE OR FENCING IN THE FIELD PRIOR TO
CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE
VA47ER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION.
DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
CLEARING LIMITS SHALL BE PERMITTED. 174E CLEARING LIMITS SHALL
BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE
DURATION OF CONSTRUCTION.
STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE
BEGINNING OF CONSTRUCTION AND MAINTAINED FOR 174E DURATION OF
THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTUCTED 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 PROTECT.
ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACITUTIES MUST BE
CONSTRUCTED AND IN OPERTAION PRIOR TO LAND CLEARING AND/OR
CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDWENT 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, REPLACEMENTS AND
ADDITIONS TO EROSION/SEDIMENT CONTROL SYSTEMS SHALL BE THE
RESPONSIBILITY OF THE PERMITEE
THE EROSION AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON
THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET
ANTICIPATED SITE CONDITIONS. AS CONSTRUC71fNN PROGRESSES AND
UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMIITEE SHALL
ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL
FACIL77ES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION
CONTROL ON THE PROPOSED SITE DURING THE COURSE OF
CONSTRUCTION, IT SKILL BE THE OBLIGATION AND RESPONSIBILITY OF
THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE
CREATED BY THE ACTM/TIES AND TO PROVIDE ADDITIONAL FACILITIES,
OVER AND ABOVE THE MINIMUM REQUIREMENTS, AS MAY BE NEEDED,
TO PROTECT AQdACENT PROPERTIES AND WATER QUALITY OF THE
RECEI MVG DRAINAGE SYSTEM.
APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL
ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE
DESIGN, SIZE NOR LOCATION OF PIPE, RESTRICTORS, CHANNELS, OR
RETENTION FACILITIES.
ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAYS EMBANKMENTS,
THAT WILL NOT BE DISTRUBEO FOR TWO DAYS DURING THE WET
SEASON (OCTOBER 1ST THROUGH MARCH 30TH ) OR SEVEN DAYS
DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30TH)
SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER
METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.).
WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL
REQUIREMENTS APPLY TO ALL CONSTRUC770N SITES CLEiM?ING
BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE
APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS.
COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX
D OF THE SURFACE WATER DESIGN MANUAL.
ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE
ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS
FOLLOWING A STORM EVENT.
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 SHALL BE CLEANED PRIOR TO PAWIG. THE
CLEWING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO
THE DOWNSTREAM SYSTEM.
DURING 174E TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH,
ALL PROJECTS DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE
LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED
BY MULCH, SODDING OR PLASTIC COVERING.
ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A
TEMPORAY SETTUNG BASIN SWILL. BE MODIFIED WITH THE NECESSARY
EROSION CONTROL MEASURES AND SWILL PROVIDE ADEQUATE
STORAGE CAPAC17Y. IF THE PERMANENT FACILITY IS TO FUNCTION
ULTIMATELY AS AN INFILTRATION ARE AT LEAST THREE FEET ABOVE
THE FINAL GRADE OF THE PERMANENT FACILITY.
PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL
DISTRUBED AREAS SWILL BE REVIEWED TO IDENTIFY WHICH ONES CAN
BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED
AREAS SHALL BE SEEDED WITHIN ON WEEK OF THE BEGINNING OF
THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED
AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO
THE CITY OF RENTON FOR REVIEW!
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TTILITYCONFLICTNOTL:-
ACTION.•
E CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,
WENSROV, AND DEPTH OF ALL EXISTING UI U77ES WHETHER SHOWN ON THESE
ANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL
ND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS AND THEN SHALL
`LUDE CALLING UTILITY LOCATE ® 1-800-424-5555 POTHOLING ALL OF THE
'ISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
RIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
KOMIN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
"ORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR,
E CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO
SOLVE ALL PROBLEMS PRIOR TO PIQOCEEDIMMG WITH CONSTRUCTION.
EROSIONAND SEDIMENT CONTROL
RECOMMENDED CONSTRUCTIONSEQUENCE
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 IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7. CONSTRUCT SEDIMENT PONDS AND TRAPS.
8. GRADE AND STABILIZE CONSTRUCTION ROADS.
9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE
SLOPE DRAINS, 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 RECONWNOAIIONS.
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 STR4W, 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 IF APPROPRIATE
SEASONAL CLEAR II VG AND GRADIIVG NOTES:
APPLICABLE FROM OCTOBER 1 THROUGH APRIL 30.
1. THE ALLOWED TIME THAT A DISTURBED AREA CAN REM Q N QED
WITHOUT COVER MEASURES IS REDUCED TO TWO DAYS, RATHER THAN
SEVEN.
2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF
UNWORKED FOR MORE THAN 12 HOURS.
3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE
STOCKPILED ON SITE
4. ALL AREAS THAT ARE TO BE UNWORKED WITHIN THE WET SEASON SHALL
BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON,
OCTOBER 1 TO MARCH 31.
5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS.
6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER
ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE.
7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED
FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED
SOIL.
8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFF SITE DISCHARGE IS
ANTICIPATED FOR THE SPECIFIED DESIGN FLOW.
9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFF SITE
DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW.
GENERAL NOTES:
1. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH PERRAIT
CONDITIONS, THE KING COUNTY CODE (KCC), ROAD STANDARDS (KCRS),
WASHINGTON STATE DOT (WSDOT) STANDARD SPECIFICATIONS AND THE
CONDITIONS OF PRELIMINARY APPROVAL. IT SHALL BE THE SOLE
RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CML ENGINEER
TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE
REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHILL BE AT
NO ADDITIONAL COST OR LIABILITY TO KING COUNTY.
2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED
ACCORDING TO THE KING COUNTY DEPARTMENT OF DEVELOPMENT AND
ENVIRONMENTAL SERVICES (DDES) ENGINEERING AWW CHECKLIST. SOME
ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE DDES PLAN
REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED
UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR TO CONSTRUCTION.
3. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINGE PLAN DOES
NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G.
DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL, ETC.)
4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTMTY, A
PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE DOES'S LAND
USE INSPECTION SECTION, THE APPLICANT, AND THE APPLIC %frS
CONSTRUCTION REPRESENTATME.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE *WNEVER
CONSTRUCTION IS IN PROGRESS.
6. GRADING ACTM77ES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7
A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND 10 A.M. TO 5 P.M. ON
SUNDAY, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE
REVIEWING AGENCY.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN
ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE WMATING OFF-SITE
WORK. EASEMENTS REQUIRE REVIEW AND APPROVAL PRIOR TO
CONSTRUCTION.
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHONMV ON
THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN
APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF KCRS
CHAPTER 8 ARE SUBMITTED TO THE DDES'S LAND USE INSPECTION SECTION
THREE DAYS PRIOR TO CONSTRUCTION.
9. DATUM SHALL BE KC9S UNLESS OTHERWISE APPROVED BY DDES.
10. DEWATERING SYSTEM (UNDERDRAIN) CONSTRUCTION SHALL BE WITHIN A
RIGHT-OF-WAY OR APPROPRIATE DRAINAGE EASEMENT, BUT NOT
UNDERNEATH THE ROADWAY SECTION. ALL UNDERDRAIN SYSTEMS MUST BE
CONSTRUCTED IN ACCORDANCE WITH WSOOT STANDARD SPECIFICATIONS.
11. ALL UTILITY TRENCHES AND ROADWAY SUBGR4DE SHALL BE BACKFILLED AND
COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR.
12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR
STORM WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY DDES
AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE
RESTORED IN ACCORDANCE WITH KCRS.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE
SAFEGUARDS, 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 CONTRACTOR. ANY WORK WITHIN
THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW
SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LAME OF TRAFFIC
AFFECTED. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL
APPLY. WORK IN RIGHT-OF-WAY IS NOT AUTHORIZED UNTIL A TRAFFIC
CONTROL PLAN IS APPROVED BY KING COUNTY.
DRAINAGE NOTES: SE I14, S W 1/4, SEC. OS, T. 23 N., R. 05 E., W. M.
1. PIt00F OF LN81LIlY INSURANCE SHALL BE SUBMITTED TO ODES PRIOR ^TO THE^T^ KVVG COINTY, WASHINGTON
CONSTR A;1X W OF THE L> OMWiE 1ACIU7IES, PREFERABLY AT THE PRECONSTRUCTION
MEETING.
2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WITH WSDOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND
COMPACTING THE TRENCH BOTTOM, THE TOP OF THE FOUNDATION MATERIAL, AND ANY
REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS
SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE.
J. STEEL PIPE SHALL BE ALUAAWIZED, OR GALVANIZED WITH ASPHALT TREATMENT 11 OR
BETTER MOE AND OUTSIDE
4. ALL DRMNAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED
WITHIN A TRAVELED ROOMY OR SIDEWALK, SHALL HAVE SOLID LOCKING UDS. ALL
DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY
SHALL HAVE SOLID LOCKING UDS.
5. ALL DITCH BASIN GRATES SHALL CONFORM TO KCRS, WHICH INCLUDES THE STAMPING
"OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND "PROPERTY OF KING COUNTY",
EXCEPT T h4T PRIVATE DRAIWGE SYSTEMS SHALL NOT HAVE THE WORDS "PROPERTY OF
KING COUNTY':
6. ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNTY 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. CULVERTS SHALL HAVE BEVELED END
SECTIONS TO MATCH THE SIDE SLOPE KCRS.
7. ROCK FOR EROSION PROTECTION OF ROADWAY DITCHES, WHERE REQUIRED, MUST BE OF
SOUND QUARRY ROCK, PLACED TO A DEPTH OF 1 FOOT, AND MUST MEET THE
FOLLOWING SPECIFrATIONNS: 4- 8"/409-709 PASSING, 2"- 4" ROCK/3OX-409
PASSING; AND -2" ROCK/109-209 PASSING. INSTALLATION SHALL BE IN ACCORDANCE
WITH KCRS.
& DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDMDUAL LOT,
EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNTY. STUB -OUTS
SHALL CONFORM TO THE FOLLOWING
ING:
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 A FIVE -FOOT -HIGH, 2" X 4" STAKE
MARKED ISTORMM" OR 'DRAIN': THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL,
BE VISIBLE, AND BE SECURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UNDEROR 1N SPECIFICATIONS DESCRIED IN KCRS
AND, E NON-METALLIC, THE PIPE SHALL. CONTAIN WIRE OR OTHER ACCEPTABLE
DETECTION.
D. DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESGWD 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 THE UTILITIES (E.G. POWER,
GAS, TELEPHONE, TELEVISION).
F. ALL IIUWIDUAL SNB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE
LOT HOME OWNER.
9. 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 SOL, OR; AMENDED SOL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY.
10. SEASONAL CLEARING IS LIMITED BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE,
UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE REVIEWING AGENCY.
11. IMPROVEMENTS AND/OR BUILDINGS SHALL NOT BE INSTALLED UNTIL DRAINAGE FACILITIES
ARE V OPERATION', (KCC 9.04)
12. ONLY VAIED GRATES SHALL BE USED ON CATCH BASINS WITHIN THE ROAD FLOWLINE.
WATER PLAN GENERAL NOTES:
SANITAR Y SEWER NOTES AND SPECIFICA TIONS:
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WASTERWATER UTILITY.
1. ALL WORK AND WORK ARTERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICA77ONS OF THE CITY OF RENTON PLAN/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
THE SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY
SPECIF(ATTONS ON WEEKDAYS UMAKES.S OTHERWISE APPROVED IN WRITING BY THE
PLANNING/BUILDING/PUBLIC WORKS QEPARTAAENT. AN APPROVED TRAFFIC CONTROL PLAN
MUST BE OBTAINED PRIOR TO BEGPMIrC ANY WORK WITHIN PUBLIC RIGHT OF WAY.
3. ALL LOCATIONS OF EXISTING UTIUIES 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. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIED PRIOR
TO STARTING NEW CONSTRUCTION. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL
BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTORS 24 HOURS IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCE OF
CONSTRUCTIONAND FOR THE SAFETY OF WORKS AND OTHER ON THE CONSTRUCTION SITE.
6. IT SHALL. BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PUNS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS.
9. THE CONTRACTOR SHALL PROWDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF
THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A
LOOSE AVEREAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHTLY
TRAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS
MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE
OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS
DESCRIBED.
11. OPEN CUT ROAD CORSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS
APPROVED BY
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988
METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991
METERES UNLESS OTHERW?SE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REDERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
13. ALL DISTRUBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION
AFTER THE COMPLETION OF CONSTRUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE
WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE
CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL
INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDA77ON MATERIAL, AS WEL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING
MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA
GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
15. SANITARY SEWER PIPE SHALL BE POLYVINLY CHLORIDE (PICC) RUBBER GASKETED ASTM D
3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE
WASTEWATER UTILITY.
16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12
INCHES ABOVE FINSIHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING
POURED AT GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
PAVING.
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'CATALOS CUTS' FOR ALL MATERIALS SHALL K AI�RCI L MI WOW BY THE CITY OF INWON TO S LITE
MATEwMLS ON-SOE.
4. ALL WATER MAIN FIFE MATEMALS SHALL NE CB EN'T LINED DUCTILE MON IWC, T1Nt CLOA 52 PER AWWA C 151 AND C
10L !WE JOW S► SHALL ME FISH -ON OR CONT. GST NOON OR DUCTILE 111�01 PIPE FITTIN0 SHALL EE 171 AS 290 AS
!ER AN (AWMIA C110/A21,1042. ALL DUCTILE WAD N POPE AND FITTINGS SMALL K WffH 94AL BLAM T K -TVIE,
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7. ALL NEW WATER WAIN P 9 AND FMVM SHALL HAVE A FOAM PIPE PIG IIRN IMOUGH 714W OR TO NEMNG FLUSHED,
DISI LIED, AND T"!S"1"ED, CLEANNNfi, I IMMIE AND DIMITY TESTING SMALL IE ®!NE IN TME F OF A1Ni tN1ER THE
SU�ERVL510N OF A CITY OF NBffC1N UTxiTY 1111_1C'TC71L THE CDKTRACFOR SHALL SUPPLY, BALL AND NUMM FLOGS,
OORFORATION STSs RioMi-OFF AIL,IE'S,,, AND THRUST �S711ANrT / R 1 TlliMiii A l�1JMTY ACCEPTANCE. NO
Col m a r l N SMALL. NE MADE NE I WM TIME NEW MAN OR N I WIM THE NEW INET -TAP W&E70 ASI ENISTTNG MAN UNTIL
THE NEW FI1W11NES i .ASN INNISM, DI CT'EUD, FLLEDIEl, AM FAQ OM 1��11 AIN! F R M TESTING.
& NEW WATED MANS NNCLt/OMN6i SERVXE LATEIIALS SHALL NE TESTED ATA STATIC OF 190 !Si ANME N 1-0 11M _m I
'IIESISUIR WITH A 1rAMm1 & OF 22S I SI TEST rt A FOR 10 MMIIAAIS Wr W A MRa�lm OF s m � DWW tItJIIING
THE ESI'TIIIIE TEST . UPON SA719 ACTOW CO APUETION OF TWE I IM U M TEfT, WE LME MALL NE DINVICTED, FLUSM,
AND TH N WATER SAMISMALL. NE TARN FOR PUIIW 1131 NG W 714E LAIC V$005 IN1PWI�vR.
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SURFACE WATER STANDARD PLAN NOTES
AND EXAMPLE OF CONSTRUCTION SEQUENCE
SURFACE WATER STANDARD NOTES:
1. THESE NOTES SHALL APPREAR ON PROJECTS FOR THE SURFACE WATER UTILITY.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTMTY 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 STANMDm SPECIFICATIONS FOR ROAD, BRIDGE AND MUADICPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APMN), AS
AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT _%MLL BE THE SOLE RESPONSINLITY
OF THE APPLICANT AND THE PROFESSIONAL CML 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 DRAMNGE PLAN DOES NOT CONSTITUTE AN APPROVAL
OF ANY OTHER CATION (E.G. DOMESTIC MITER CONVEYANCE; SEWER CONVEYANCE; GINS,
ELECTRICAL. ETC.) THE SURFACE WATER DIRAINGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
APPROVAL PLANS, WIN`MCH ARE ON FILE WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WMLL
REQUIRE WRITTEN APPROIML FROM THE CITY OF RENTON PUBLIC WORKS DEPARTAOENT, SURFACE WATER
UTILITY SECTION.
5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB Sl1E WFNENEVER CONSTRUC17ON IS IN
PROGRESS.
6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY
THROUGH SATURDAY AND NO WORM( ON SUN 04Y IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A
WRITTEN DECISION BY THE CITY OF RENTON.
7. IT SHALL BE THE APDL WS/CONTRACTOR'S RESPONSISIUTY TO OBTAIN ALL CONSTRUCTION EASEMENTS
NECESSARY BEFORE NWTM7IMNG OFF-SITE WORK. EASEMENTS REQUIRE CRY REVIEW AND APPROW4L PRIOR
TO CONSTRUCTION.
8. FRANCHISED UTILITIES OR OTHER INSTALLAWS THAT ARE NOT SHOWN ON THESE APPROVED PUNS
SHALL. NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF
CHAPTER 4 OF THE SURFACE INTER DESIGN MANUAL ARE SUBMITTED TO THE CRY OF RENTON.
9. DATUM SHALL BE NAND SB UNLESS OTHERWISE APPROVED BY THE CRY OF RENTON. REFERENCE
BENCHMARK AND EL.EWTIOMS ARE NOTED ON THE PLANS.
10. ANY DEW47ERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMIMATER FACILITES MUST BE
SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
11. ALL UTILITY TRENCHES AND ROADWAYS SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95
PERCENT DENSITY, STANDARD PROCTOR.
12. OPEN CUTTING OF EXfS'iING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINGE WORM( IS
NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE
APPROVED PUNS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON
TRENCH RESTORATION STANDARDS
13. ALL SEDIMENTATION/MSI01N FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING
CONSTRUCTION, ADD THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COAM U70
AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
14. ALL RETENTION/DETENTION FACILITES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN
CONJUNCTION WITH ALL CONSTRUCTION ACTMTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS
DEPARTMENT, SURFACE INTER UTNJTY SECTION.
15. ALL PIPE AND APPURTEMVXES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCO
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 CONFACTTON OF REQUIRED BEDDING MATERIAL,
TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WMLL BE SUPPORTED ON A UNIFORMLY
DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APIA CUSS "C" WITH THE EXCEPTION OF PVC
PIPE.
16. STEEL PIPE SWILL BE ALUMINIZED, OR GALWW2ED WITH ASPHALT TREATMENT 11 OR BETTER INSIDE AND
OUTSIDE.
17 ALL DRINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING UDS.
ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE
SOLID LOCKING LIDS.
1& BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT
WIDTHS AND BUILDING SETBACKS LIDS
19. ALL CATCH BASIN GRATES SHALL. BE DEPRESSED 0.10 FEET FLOW PAVEMENT LEVEL.
20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE SUFFICIENT LENGTH
TO PROVIDE A MINIMUM 3:1 SLOPE FROM ITE EDGE OF THE DRNEMNY TO THE BOTTOM OF THE DITCH.
ROCK FOR EROSION PROTECTION OF R 4DISAX DMCFES, WERE REQUIRED, SHALL BE OF SOUND QUARRY
ROCK PLACED TO A DEPTH OF OPE (1) FOOT MUST MEET THE FOLLOWING SPECIFICATIONS:
4-8 INCH ROCK/ 40-70 PASSING;
2-4 INCH ROACK/ 30-409 PASSING; AND
LESS THAN 2 INCH ROCK/ 10-209 PASSIMG.
21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAIWA xE
SYSTEM, UNLESS APPROVED BY THE CRY PLAN RSR OR SURFACE WATER UTILITY SECTION. AN
ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINGE SYSTEM WILL BE SUBMITTED
TO THE CITY UPON COM IU -TION.
22. DRAINAGE OUTLETES (STUB -OUTS) SHALL BE PROVIDED FOR EACH MAIDUAL 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 DRAWS, DIRIVEWNYS, YARD DRAINS, AND ANY
OTHER SURFACE OR SUBSURFACE I)R4WS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR
INTENDED USE. EACH OUTLET SHALL FIVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED
STORMWiATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED
"STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE
SUCURED TO THE STAKE.
C. PIPE MATERIAL SHALL CONFORM TO UN DERDMM SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE
SURFACE WATER DESIGN MIANUaAL. AND, E 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 RESPONIBLE 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. SOTRM DRAINAGE PIPE SYSTEMS SHALL NOT PO TRATE BUILDING FOUNDATIONS, EXCEPT FOR SUM'
PUPM DISCHARGE LNNES USED TO DRAW CRANE SPACES, PROVIDED THE SUM' PUMP SYSTEM
INCLUDES BACKFLOW OR A CHECK VALVE
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OR THE DEVELOPMENT SITE
MUST DEMONSTRATE ONE OF THE FOLLOWING NX': THE EOfISTMMG DUFF LAYER SHALL BE STAGED AND
REDISTRNBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOL SHALL BE ADDED
TO MAINTAIN THE MOISTURE CAPACITY.
24. PROFF OF LIABILITY INSUI INCE SHALL BE SUB WTTED TO THE CI7Y 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 CONTMANG LEGAL OBLIGATION AN DI)? LbW&IIY CONNECTED WITH STO ld SURFACE
WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE
PROPER FUNCTIONING AND A NNTEIWMCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
26. THE CONTRACTOR SHALL BE R'ESPO619LE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES,
PROTECTIVE EQUIPMENT, FiLAMM 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 -04Y THAT MAY INTERRUPT NORMAL TRAFFIC FLOW
SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT,
TRANSPORTATION ION SYST EW DAMSON. ALL SECT IONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23
TRAFFIC CONTROL SHALL APPLY:
27. PROJECT LOCATED WMTFMN THE AQUM'ER PROTECTION AREA (APA) SWILL COMPLY WITH SPECIAL
REQUIREMENT 16 OF THE SURFACE WATER DESM MANIDAL AND AQUIFER PROTECTION REGULATIONS
(RMC 4-3-050).
LEGEND
+ EXISTING MONUMENT (AS SHOWN)
ry _ __ SECTION 114 CORNER NOT FOUND
, ' SECTION CORNER NOT FOUND
L,
0 FOUND REBAR/CAP OR I.P. (IRON PIPE) (DATE)
I'I.,' CALCULATED
PLAT
i"�' % MEASURED
R- 381002
2 2ND BUILDING REVIEW BW 08-19-2015
1 BUILDING PERMIT SUBMITTAL BRK 04-06-201
REV NO. DESCRIPTION INITIALS DATE
CITYOFRENTON
APPROVED BY. /'Zxq7
DATE: qlI (//s
APPROVED BY DATE: '11/t/15---
1
APPROVED BY: DATE:
IifiiNT NIMN11219m Co.
P.O. Box - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
H4F0@1NS1GHTENG0WX1t1NG.NET
SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N.
RENTON, WA 98056
TAX ACCOUNT NO.'S: 3344500007
PERI NO: U15002518
SE 1/4, SW 1/4, SEC. OS, T. 23 N. R. E., W.M.
LEGACYRENTON
DOG F�: �„�: Ste: � �.:
130623-FMNL.DNG 1 JRC 11-04-2013 1'=20' 13-0623
SHEET
s' I STANDARD PLAN
AND NOTES
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CORRUGATED POLYETHYLENE PIPE
R- 381002
2 2ND BUILDING REVIEW BW 08-19-2015
1 BUILDING PERMIT SUBMITTAL BRK 04-06-201
REV NO. DESCRIPTION INITIALS DATE
CITYOFRENTON
APPROVED BY. /'Zxq7
DATE: qlI (//s
APPROVED BY DATE: '11/t/15---
1
APPROVED BY: DATE:
IifiiNT NIMN11219m Co.
P.O. Box - 1478
EVERETT, WA 98206
(425) 303-9363 (425) 303-9362 FAX
H4F0@1NS1GHTENG0WX1t1NG.NET
SITE ADDRESS: 1300 LAKE WASHINGTON BOULEVARD N.
RENTON, WA 98056
TAX ACCOUNT NO.'S: 3344500007
PERI NO: U15002518
SE 1/4, SW 1/4, SEC. OS, T. 23 N. R. E., W.M.
LEGACYRENTON
DOG F�: �„�: Ste: � �.:
130623-FMNL.DNG 1 JRC 11-04-2013 1'=20' 13-0623
SHEET
s' I STANDARD PLAN
AND NOTES
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