HomeMy WebLinkAboutR-382028n
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1. MESE NOTES SHALL APPEAR FOR ALL PROJECTED- SIZE
IMPROVEMENT$ SURFACE WATER UPON, WASTEWATER UTILITY, WATER
UTILIN, AND TRANSPORTATION PLANS:
2 BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
PRE CONSTRUCTION MEETING MUST BE HELD WIN THE CIN BE
RENTON, PUBLIC WORKS DESIGN ENGINEER
3 ME BOUNDARIES BE ME CLEARING LIMITS AND AREAS OF VEGETATION
PRESERVATION AS PRESCRIBED ON ME PWQS) SHALL BE CLEARLY
FLAGGED BY SURREY TAPE OR FENCING IN ME HELD PRIOR TO
CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE
WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION.
WRING ME CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
CLEARING LIMITS SHALL BE PERMITTED THE CLEWING LIMITS SHALL
BE MAINTAINED BY ME APPLICANT/ESC SUPERVISOR FOR THE
DURATION BY CONSTRUCTION
4, STABILIZED CONSTRUCTION ENTRANCES SHALL BE DISTILLED AT ME
BEGINNING OF CONSTRUCTION AND MAINTAINED FOR ME DURATION OF
THE PRWECT ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL
WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT
ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT
OF WAY WES NOT OCCUR FOR THE DURATION BY ME PRWECT
5. ALL REWIRED SEDIMENTATON/EROOON CONTROL FACNINIES MUST BE
CONSTRUCTED AND IN OPERTWON PRIOR TO LAND CLEARING AND/OR
CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO
SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL
EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A
6.
J APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL
ONLY IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE
DESIGN, SIZE NOR LOCATION BE PIPE, RESTRICRORS, CHANNELS, OR
RETENTION FACILITIES.
B. ANY AREAS BE EXPOSED SOILS, INCLUDING ROADWAYS EMBANKMENTS,
THAT WILL NOT BE DISTRUBED FOR TWO DAYS DURING THE NET
SEASON (OCTOBER IST THROUGH MARCH 30M ) OR SEVEN SAYS
WRING ME DRY SEASON (APRIL 19 NROUGH SEPTEMBER 30TH)
SHALL BE IMMEDIATELY STABLIZED WITH THE APPROVED ESC COVER
METHODS (EG, SEEDING, MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL
REQUIREMENTS APPLY TO ALL CONSTRUCTION ALES CLEARING
BETWEEN OCTOBER I AND MARCH 30 INCI.USNE UNLESS ONERWISE
APPROVED BY THE CDN THROUGH AN AWUSMENT PROCESS.
10, COVER MEASURES WILL BE APPLIED IN CONFORMANCE WIN APPENDIX
D OF THE SURFACE WATER DESIGN MANUAL,
11, ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE
ATTENTION SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
12, ME ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND
MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS
FOLLOWING A STORM EVENT
13, AT NO TIME SHILL MORE THAN ONE (1) FACT OF SEDIMENT BE
ALLOWED TO ACCUMULATE WITHIN A CATCH WIN. ALL CATCH NSWS
AND CONWDAN'CE LINES SHILL BE CLEANED PRIOR TO PAVING. THE
CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO
THE DOWNSTREAM SYSTEM.
14. DURING ME DME PERIOD OF OCTOBER IST THROUGH MARCH 30TH,
ALL PROJECTS DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE
LER UN -WORKED FOR MORE MAN 12 HOURS, SHALL BE COVERED
BY MULCH, SANDING OR PLASTIC COVERING
15, ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A
REAPORAY SETTING BARN SHALL BE U09RED WITH THE NECESSARY
EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE
STORAGE OPACITY IF ME PERMANENT FACILITY IS i0 FUNCTION
ULTIMATELY AS AN INFILTRATION ARE AT LOST THREE FEET ABOVE
THE FINAL GRADE OF THE PERMANENT FACILIN.
16, PRIOR TO ME BEGINNING OF ME NET SEASON (MT I), ALL
DISTRUBED AREAS SHALL BE REVIEWED TO IDENTIFY WHIOH ONES DAN
BE SEEDED IN PREPARATION FOR ME WINTER RAINS. DISTURBED
AREAS SHALL BE SEEDED WIPER ON WEEK OF ME BEGINNING OF
THE WET SEASON A SKETCH MAP OF THOSE AREAS TO BE SEEDED
AND THOSE AREAS i0 REMAIN UNCOVERED SHALL BE SUBMITTED i0
THE CIN OF RENTON FOR REVIEW.
40
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ME CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFONG ME LONDON,
DMAMEW, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON MESE
PLANS M NOT, BY POTHOLING ME UTIUVES AND SURVEYING ME HORIZONTAL
AND VERTICAL LOCATION PRIOR TO CONSTRUCTION THIS AND MEN SHALL
INCLUDE CALLING IMLIN LOCALE 0 1-800-424-5555 FONDLING ALL OF ME
EXISTING MILMES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSCALLY
VERIFY WHETHER OR NOT CONFLICTS EXIST LOCATIONS OF SAID UTILITIES AS
SHOWN ON MESE PLANS ARE BASED UPON ME UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT i0 VARIATION IF CONFLICTS SHOULD OCCUR,
ME CONTRACTOR SHALL CONSULT WIN INSIGHT ENGINEERING COMPANY TO
RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING VWM CONSTRUCTION
EROSIONAND SEDIMENT CONTROL
I. PRE-CONSUWCTQN MEETING
2. POST SIGN WIN NAME AND PHONE NUMBER OF ESC SUPERVISOR
(MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION
SIGN),
3. MG OR FENCE CLEARING LIMITS
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED,
5. GRADE AND INSTALL CONSTRUCTION ENTRANCEUU.
6, INSTALL PERIMETER PROTECTION (SILT FENCE. BRUSH RARRIER. ETC),
Z CONSTRUCT SEDIMENT FUNDS AND TRAPS
8. GRADE AND STABILIZE CONSTRUCTION POA0.S,
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 ME SURFACE
WATER DESIGN MANUAL AND MANUFACTURERS RECOMMENDATIONS,
11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES
SO THAT AS SITE CONDITIONS
CHANGE ME EROSION AND SEDIMENT CONTROL IS ALWAYS IN
ACCOROANCE WITH THE CLAYS
EROSION AND SEDIMENT CONTROL STANDARDS.
IT COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN
DAYS DURING THE ORY
SEASON OR TWO DAYS DURING ME WET SEASON WITH STRAW, WOOD
FIBER NIXON, 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 BY THE PRWECT ALL DISTURBED AREAS MUST BE
STABILIZED AND OWES REMOVED IF APPROPRIATE
SEASONAL CLEARING AND ORADINGNOTES:
APPLICABLE FROM OCTOBER I THROUGH APRIL 30.
L ME ALLOWED DME THAT A DISTURBED AREA CAN REMAIN UNWORKED
WIMOUT COVER MEASURES 6 REDUCED TO TWO DAYS, RATHER THAN
SEVEN
2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF
UNWORKED FOR MORE MAN 12 HORS
3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE
STOCKPILED ON SITE
4. ALL AREAS THAT ARE TO BE UNWORKED WITHIN ME WET SEASON SHALL
BE SEEDED WITHIN ONE WEEK OF ME BEGINNING OF ME NET SEASON,
OCTOBER I M MARCH 31.
5. MULCH 6 REWIRED TO PROTECT ALL SEEDED AREAS
B PER LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER
ACRE OF DISTURBANCE MUST BE STOCKPILE) ON SITE.
J CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REWIRED
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 ME SPECIFIED DESIGN FLOW
9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFF SITE
DISCHARGE 6 ANTICIPATED FOR THE SPECIFIED DESIGN FLOW.
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1, ALL BLOW AND CONSTRUCTION SHALL BE IN ACCORDANCE WN PERMIT
LOWBROWS THE KING COUNTY CODE (KCC). ROAD STANDARDS (KCRS),
WASHINGTON STATE DOR (WEDOV STANDARD SPECIFICATIONS AND THE
LOWBROWS OF PRELIMINARY APPROVAL. IT SHALL BE ME SOLE
RESPONSIBILITY DA ME APPLICANT AND ME PROFESSIONAL CIVIL ENGINEER
TO CORRECT ANY' ERROR, OMISSION, OR VARIATION FROM THE ABOVE
REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT
NO ADDITIONAL COST M LIABILITY TO KING COUNTY
2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN RENEWED
ACCORDING TO ME KING COUNTY DEPARTMENT BY DEVELOPMENT AND
ENVIRONMENTAL SERVICES (DOES) ENGINEERING RENEW CHECKLIST SOME
ELEMENTS MAY HAVE BEEN OVERLOOKED M MISSED BY ME MES PUN
REVIEWER ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED
UNLESS SPECIFICALLY APPROVED BY KING COUNTY PRIOR i0 CONSTRUCTION
3. APPROVAL OF N6 ROAD, GRADING, PARKING AND DRAINAGE PUN 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 ACTION, A
RECONSTRUCTION MEETING MUST BE HELD BETWEEN ME DDES'S LAND
USE INSPECTION SECTION, ME APPLICANT AND ME APPLICANTS
CONSTRUCTION REPRESENTATIVE.
5. A COPY BE THESE APPROVED PIANS MUST BE ON ME JOB SITE WHENEVER
CONSTRUCTION IS IN PROGRESS
6 GRADING ACTIVITIES (SITE ALTERATION) ARE UNTO TO THE HOURS BE 7
A.M. i0 7 PA, MONDAY THROUGH SATURDAY AND 10 A.M. i0 5 PA, ON
SUNDAY, UNLESS OTHERWISE APPROVED WIN A WRITTEN DECISION BY ME
REVIEWING AGENCY
Z IT SHALL BE THE APPLICANTT/CONTRACTORT RESPONSIBILITY TO OBTAIN
ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE
WORK. EASEMENTS REQUIRE REVIEW AND APPROVAL PRIOR i0
CONSTRUCTION
8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON
THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN
APPROVED SET OF PUNS THAT MEET ALL REQUIREMENTS OF KCRS
CHAPTER 8 ARE SUBMITTED i0 ME DDES'S LAND USE INSPECT ON SECTION
THREE DAYS PRIOR TO CONSTRUCTION.
9. DATUM SHALL BE KCRS UNLESS OTHERWISE APPROVED BY DDES,
10. DEWATERING SYSTEM (UNDERDRUN) CONSTRUCTION SHALL BE WITHIN A
RIGHT OF OR APPROPRAT DRAINAGE EASEMENT BUT HOT
UNDERNEATH ME ROADWAY SECTION. ALL UNDERNAIN SYSTEMS MUST BE
CONSTRUCTED DI ACCORDANCE MN WOOF STMDARD SPECIFICATIONS,
II, ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND
COMPACTEO TO 95 PERCENT DENSITY, STANDARD PROCTOR
I2 OPEN CURING OF EXISTING ROADWAYS FOR NON-RANCNISED UTILITY OR
STORM WORK 6 NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY WES
AND NOTED ON THESE APPROVED PUNS ANY OPEN CUT SHALL BE
RESTORED IN ACCORDANCE WITH KCRS
13 THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE
SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT RUGGERS, AND ANY
OTHER NEEDED ACTIONS TO PROTECT ME LIFE, REALM. AND SAFETY OF
THE PUBLIC, AND i0 PROTECT PROPERTY IN CONNECTION WIN ME
PERFORMANCE OF WORK COVERED BY THE CONTRACTOR ANY WORK WININ
THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC ROW
SHALL REQUIRE AT LEAST ONE FOIGGER FOR EACH LANE OF TRAFFIC
AFFECTED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES NUTCD) SHALL
APPLY WORK IN RIGHT-OF-WAY 6 NOT AUTHORIZED UNTIL A TRAFFIC
CONTROL PIAN IS APPROVED BY KING COUNTY
DRAINAGE NOTES: SE 1/4, �STW�/1/4, SEC, 050 T, 23 N., ROSE„ Wx
L PROOF OF LIABILITY INSURANCE SHALL RE SOW17ED i0 ODES PRIOR i0 ME KING COU 1 1, WASHINGTON
CONSTRUCOON OF THE DRAINAGE FACILITIES, PREFERABLY AT ME RECONSTRUCTION
MEETING
2 ALL PIPE AND APPURTENANCES SHALL BE LVO ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WIN WSOOT SPECIFICATIONS. THIS SHALL INCLUDE LEVELING AND
COMPACTING ME TRENCH BOTTOM, ME TOP OF ME FOUNDATION MATERIAL, AND ANY
REQUIRED PIPE BEDDING, TO A UNIFORM GRACE SO THAT ME ENTRE PIPE 6
SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE.
3 STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED MM ASPHALT TREATMENT /I OR
BETTER INSIDE AND OUTSIDE
4. ALL DRAINAGE STRUCTURES, SUCH AS CATH BASINS AND MANHOLES. NOT LOCATED
WITHIN A MAVELED ROADWAY OR SIDEWALK SHALL HAVE SOLID LOCKING LIDS ALL
DRAINAGE STRUCTURES ASSOCIATED WIN A PERMANENT RElEN110N/DEIENTON FACILITY
SHALL HAVE SOLID LOCKING LIDS
5 ALL CATCH BASIN GRATES SHALL CONFORM TO KCRS, WHICH INCLUDES ME SOARING
"OUTFALL TO STREAM, DUMP NO POLLUTANTS" AND 'PROPERTY OF KING COUNTY
EXCEPT THAT PRIVATE DRAINAGE SYSTEMS SHALL NOT HAVE ME WORDS 'PROPERTY OF
KING COUNT".
6, ALL DRIVEWAY CULVERTS LOCATED WITHIN KING COUNT RIGHT-OF-WAY SHALL BE OF
SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM ME EDGE OF THE
DRIVEWAY i0 THE BOTTOM OF ME 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 OUARRY ROCK, PLACED TO A DEPTH OF I FOOT, AND MUST MEET ME
FOLLOWING SPECIFICADONS: 4 B`14GX-0OX PASSING; 2 4" ROCK/JOB-409
PASSING; AND -2" ROCKIIOZ-209 PASSING INSTILLATION SHALL BE IN ACCORDANCE
WIN KCRS
S. DRAINAGE OUTLETS (SNB -OUTS) SHALL BE PRO IDED FOR EACH INDIVIDUAL LOT,
EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY KING COUNT SNB -OUTS
SHALL CONFORM TO THE FOLLOWING:
A. EACH OUTLET SHALL BE SUUABLY LOCATED AT ME LOWEST ELEVATION ON THE LOT,
SO AS TO SERVICE ALL FUTURE RMF DOWNSPOUTS AND FOOTING WINS,
DRIVEWAYS. YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS
NECESSARY TO RENDER ME LOTS SUITABLE FOR THEIR INTENDED USE. EACH INIRET
SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE i0 AN APPROVED STORMWATER
CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION,
B. OUTLETS ON EACH LOT SHILL BE LOCATED WIN A FIVE -FOOT -HIGH, 2- X 4" STAKE
MARKED "STORM" OR ROMMIm ME SNB -OUT SHALL EXTEND ABOVE SURFACE LEVEL,
BE VISIBLE, AND BE SECURED TO ME SONE
C PIPE WTERAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN KCRS
AND, IF NON-METALLIC, ME PIPE SHALL CONTAIN WIRE OR OTHER ACCEPTABLE
DETECTION.
D. DIRWAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY
FLOWS MPOUON INDAMAL LOTS.
E. ME APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COMOV ATING ME LOCATIONS OF
ALL SNB -OUT CONVEYANCE LINES WITH RESPECT TO ME UTILITIES (E.G. POWER,
GAS, TELEPHONE, TELEVISION).
E ALL INDIWDUAL SNB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE
LOT HOME OMER.
9. ALL DISTURBED PERVIOUS ARDS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE
DEVELOPMENT SITE MUST DEMONSTRATE ONE BE THE FOLLOWING: THE EXISTING OUTF
LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF
THE SOIL, OR; AMENDED SOIL SHALL BE ADDED M MAINTAIN ME MOISTURE CAPACITY.
10. SEASONAL GEARING IS LIMITED BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE,
UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY ME REVIEWING AGENCY.
IL IMPROVEMENTS AND/OR BUILDINGS SHALL NOT BE INSTALLED UNTIL DRAINAGE FACILITES
ARE 'IN OPERATW', (KCC 904)
12. ONLY VAINER GRATES SHILL BE USED ON CATCH BASINS WITHIN ME ROAD FLOWUNE
MESE NOTES SHALL APPEAR ON PRWETS FOR ME WASIERWAIER UTILITY
1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WIN THE STANDARDS AND
SPECIFICATIONS OF ME CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS
DEPARTMENT AND ME LATEST MOTOR OF ME WSWR APWA S7MOAROS AND
SPECIFICATIONS. AS APPROVED AND MODIFIED BY THE GIN OF RENTON IN THE RENTON
STANDARD PLANS & SPECIFKATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON
THE SIZE AT ALL TIMES DURING CONSTRUCTION
2. ME HOURS OF WORK IN ME STREET RIGHT OF WAY SHALL BE PER CIN
SPECIFICATIONS ON WEEKDAYS UNNLESS OTHERWISE APPROVED IN ADDING BY THE
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PUN
MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WININ PUBLIC RIGHT OF WAY
J. ALL LOCATIONS BE EXISTING UTIU IES SHOWN ARE APPROXIMATE AND IT SHALL BE ME
CONTRACTOR'S RESPONSIBILITY TO VERIFY ME TIME AND CORRECT LOCATION 50 AS TO
AVOID DAMAGE OR DISTURBANCE.
4, A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE BOWIES PRIOR
TO STARTNG NEW CONSTRUCRON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL
BE ACCOMPLISHED BY A REPRESENTATIVE OF ME CTTY OF RENTON) IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY ME PUBLIC WORKS INSPECTORS 24 HOURS IN
ADVANCE OF 54CUSLLING ALL CONSTRUCTION
5. CONTRACTOR 5 SOLELY RESPONSIBLE FOR THE MEWS, METHODS AND SEQUENCE OF
CONSTRUCRONAND FUR ME SART' OF WORKS AND OMER ON ME CONSTRUCTION SITE
6 IT SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR i0 ANY CWSTRUCTW..
7 PVNS APPROVED BY ME CIT OF RENTAL PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER AI OTHER PLANS.
S. A COPY OF MESE APPROWD PUNS MUST BE ON ME JOB OF WHENEVER
CONSTRUCTION IS IN PROGRESS
9, ME CONTRACTOR SHALL PROVIDE ME CIT OF RENTON WHO AN AS -WILT SIMARD OF
ME SANITARY SEWER SYSTEM. WHICH HAS BEEN SOARED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER UR LICENSED PROFESSIONAL SURVEYOR
10, BACKFILL SHALL BE PLACED EQUALLY M BOTH SIDES OF THE PIPE IN LAYERS WITH A
LOOSE AVEREAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHRY
TAMPING EACH LAYER TO 95 PERCENT OF MAINLY DENSITY THESE COMPACTED LAYERS
MUST EXTEND FOR ONE PIPE DWAETER ON EACH SIDE BE THE PIPE OR i0 THE SIDE
OF ME TRENCH MATERIALS TO COMPLETE ME FILL OVER PIPE DRAFT BE ME SAME AS
DESCRIBED.
IL OPEN CUT ROAD CORSSINGS FOR UTILITY TRENCHES ON EISTING TRAVELED ROADWAY
SHALL BE BACKFILLED WIN CRUSHED ROCK AND MECHANICALLY CWPACIEO UNLESS
APPROVED BY
12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VtRRNL DATUM 1988
METERS. AND FOR HORIZONTAL CONTROL SHALL BE NORM AMERICAN DATUM 1983/1991
METERES UNLESS OTHERWISE APPROVED BY THE CIN OF RENTW PUBLIC WORKS
DEPARTMENT REDERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PVNS.
13. ALL OSTRUSED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO
ME SATISFACTION OF ME DEPARTMENT FOR ME PREVENTION OF ON-SITE EROSION
AFTER THE COM IM BE CONSMUCTION.
14. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION
IN ACCORDANCE WITH ME STANDARDS AND SPECOCATKH45 OF ME CIT OF RENON
PUNNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION BE ME
WSWT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND UNIFIED BY THE
CIT OF RENTW IN ME RENTON STANDARD PUNS & SPECROCATIONS. MIS SHALL
INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM M ME TOP OF ME
FOUNDATION MATERIAL, AS WEL AS PLACEMENT AND COMPACTW OF REQUIRED BEDDING
WTERUL i0 UNIFORM GRACE SO THAT ME ENTRE LENGTH OF ME PIPE WILL BE
SUPPORTED M A UNIFORMLY DENSE UNYIELDING BASE PIPE BOOTING SHALL BE PEA
GRAVEL 6 WHO ABOW AND BELOW THE PIPE.
IS SANITARY SEWER PIPE SHALL BE POLYVMLY CHLORIDE (PVC) RUBBER DISCUSS ASTM D
JODI, SDR 35, OR DUCTILE MON CLASS 50, UNLESS OTHERWISE APPROVED BY TFC
WASTEWATER UTILITY
I& IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND NAXIMUM 12
INCHES ABOVE FlNSIHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING
POURED AT GRAVE IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
PAVING.
WATER PLAN GENERAL NOTES:
1. ALL WORK AND MATERIALS SMALL BE IN ACCORDANCE WITH THE LATEST EDITION OFTHE CITY OF RENTON PUBLIC WORM
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT/ ARWASTANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CRY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE STARTOF CONSTRUC ION. THE CONTRACTOR
AND OR DEVELOPER SMALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2. ALL EXISONG UTTLRIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1 -800.424 -SSSS TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL M TERIA S USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CRY OF PENTON PRIOR TO BRINGING ANY
MATERIALS ON-SITE.
4, ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS ClS 52 PER AWWA C 1.51 ANTIC
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AW WA C110/A21.10-82. ALL DURILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH &MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AW WA C105 STANDARDS.
S. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS
AND a INCHES FOR PIPE DIAMETER OF I2 -INCH AND LARGER. MAXIMUM COVER FORALLWATER MAINS SHALL BE 601NCHFS
ANY DEVIATIONS MUST BE APPROVED BYTHE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILIRCONFLJCTSOCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARYTO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALLTRENCH
BACKFILLSHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTORTEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND M PERCENT MOD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH COY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICALAND HORIZONTAL BENDS, FOTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCF) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FIRINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CTR OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALLSUMLY, INSTALLAND REMOVE P WGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT /BLOCKING FORTESTING AND PURITYAOCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE MAN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE UNE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UT UTY AND MAINTENANCE DEPARTMENTS AT LEAST SO WORKIP
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATT
MAIN AND FIRINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLACKING, AND COMPLETE SURFACE RESTORATION.
Rl0j3yrywl Z MAUll17r13OVXWRIO)NA)
SURFACE WATER
1, THESE NOTES SHALL APPEDR ON PROTECTS FOR THE SURFACE WATER OWN
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACIMOY OCCURS, A PRE CONSTRUCTION MEETING MUST
BE HELD BETWEEN ME CIT OF RENTON PUN RMDY SECTION AND ME APPLICANT.
3 ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC),
THE LATEST EDITION OF THE STANDARD SPECTICARMS FOR RAND, BRIDGE AND MUNIGPAL
CONSTRUCTION PREPARED BY WSMT AND ME AMERCAI4 PUBLIC WORKS ASSOCIATION (APWA), AS
AMENDED BY ME CIT OF RENTON PUBLIC WORKS DEPARTMENT IT SHALL BE ME SOLE RESPONSIBILITY
BE ME APPLICANT AND THE PROFESSIONAL CML ENGINEER TO CORRECT ANY ERROR, OMISSION OR
VARIATION FROM TI ABOVE REQUIREMENTS FOUND IN MIS PLANS ALL CORRECTIONS SHALL SE AT NO
ADDITIONAL COST TO THE CITY
4, APPROVAL OF MIS ROAD, GRADING, PARKING AND DRAINg6E PIAN DOES NOT CONSTITUTE AN APPROVAL
OF ANY OMER CONSTRUCTION (EG DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE GAS,
ELECTRICAL ETC.) ME SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO ME
APPROVAL PIANS, WHICH ARE ON FILE WTM THE CLAY ANY DEVIATION FROM ME APPROVED PUNS WILL
REQUIRE WRITTEN APP & FROM ME CIN OF GENTON PUBLIC WORKS DEPARMENT, SURFACE WATER
UTILTT SECTION
5. A COPY OF MESE APPROVED PLANS MOST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS,
6 GRADING ACTIVITIES (SITE ALTERATION) APE LIMITED i0 THE HOURS OF 7 AM TO 7 RIF MONDAY
THROUGH SATURDAY AND NO WORK ON SUNNY IS ALLOWED, UNLESS OMERWTEE APPROVED WITH A
WRIREN DECISION BY THE ON BE RENNN
J IT SHALL BE ME APPLUNi'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS
NECESSARY BEFORE INITIATING Off -SIT WORK EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR
TO CONSTRUC➢GN
8, FRANCHISED UTILITIES OR OMER INSTALUTIOS THAT ARE NOT SHOWN ON MESE APPROVED PLANS
SCOW. NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PUNS THAT MEET ALL REQUIREMENTS OF
CHAPTER 4 BE ME SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO ME CITY OF RENION.
9. DATUM SHILL BE NAND 88 UNLESS OTHERWISE APPROVED BY THE CITY BE RENTON. REFERENCE
BENCHMARK AND MEADOWS APE NOTED ON ME PIANS
10. ANY DEWATERING SYSTEM NECESSARY FDP ME CONSTRUCTION BE EMANATED FACILITIES MUST BE
SUBM17ED i0 ME CIN FOR REVIEW AND APPROVAL.
11, ALL UTILITY TRENCHES AND ROADWAYS SUNLAMP SHALL BE BACKFILLED AND COMPACTED TO 95
PERCENT DENSTN, STANDARD PROCTOR.
12 OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR SMM DRAINAGE WORK IS
NOT ALLOWED UMESS SPECIFICALLY APPROVED BY ME CIT OF RENTON AND NOTED ON THESE
APPROVED PUNS ANY BEEN CUT SINAL BE RESTORED IN ACCORDANCE WIN THE ON OF ROM
TRENCH RETMATM SONGBIRDS.
13 ALL SEDIMENTATOR/EROSION FACILITIES MOST BE IN OREBAPON PRIOR N CLEARING AND BUILDING
CONSTRUCTION, AND TREY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION 6 COMPLETED
AND THE POTENTIAL FUR ON-SITE EROSION HAS PASSED.
14, ALL RETENTION/DETENTION FACILITES MUST BE INSTALLED AND W OPERATION PRIOR TO OR IN
CONJUNCTION WITH All CONSTRUCTION ACTWTY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS
DEBARMENT, SURFACE WATER UTILITY SECTION
15 ALL PIPE AND APPURTENANCES SHALL SE UIO W A PROPERLY PREPARED FOUNDATION IN ACCORDANCE
WITH ME CURRENT STATE OF WASHINGTON STANDARD SPEDRCADON FW ROAD AND BRIDGE
CONSTRUCTION THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR ME TOP BE
THE FOUNDATION AMTERAL, AS WELL AS PLACEMENT ANO COMPACTION OF REWIRED BEDDING MATERIAL,
TO UNIFORM GRACE SO THAT ME ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE UNYIELDING BASE ALL PIPE BOOM SHALL BE APWA CUSS "C, WIN ME EXCEPTION OF PVC
PIPE
16 STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WIN ASPHALT TREAMENT /T OR BETTER INSIDE AND
OUTSIDE
it ALL MINCE STRUCTURES, SUCH AS CATCH BROAD AND MANHOLES SHALL HAVE SAND LOCKING LIDS.
ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTIONIMHAUKAN FACILITY SHALL HAVE
SOLID LOCKING LDS
18 BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE PUNT TABLE AT EASEMENT
MOMS AND BUILDING SETBACKS LINES.
19 ALL CATCH BASIN GRATES SHALL BE DEPRESSED 010 FEET BELOW PAVEMENT LEVEL.
20. ALL DRIVEWAY CULVERTS LOCATED WMIN CITY OF RENTON RIGHT-OF-WAY SHALL K SUFFICIENT LENGTH
TO PROWDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO ME BOTTOM OF ME DITCH
ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WERE REQUIRED, SHALL BE BE SOUND WARRY
ROCK PLACED TO A DEPTH OF ONE (1) FOOT MUST MEET THE FOLLOWING SPECIFICATIONS:
4-8 INCH ROCK/ 40-70 PASSING;
2-4 INCH RMCK/ 30-40% PASSING; AND
LESS THAN 2 INCH ROCK/ I0-209 PASSING.
21, ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECT O TO THE STORM DRAINAGE
SYSTEM UNLESS APPROVED BY ME CIT PLAN REVIEWER OR SURFACE WATER UPON SECTOR. AN
ACCURATELY DWENSIDNED, CERTIFIES AS -BUILT DRAWING BE MIS DRAINAGE SYSTEM WILL BE SUBMITTED
TO ME CRY UPON COMPLETION
22, DRAINAGE WTLETES (SMB -OUTS) SHALL BE ROOM FOR EACH INDMWAL LOT, EXCEPT FOR THOSE
LOTS APPROVED FOR INFILTRATION BY THE CITY STUB -OUTS SHALL CONFORM TO ME FOLLOWING:
A EACH OUTIET DRAFT BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON ME LOT, SO AS TO
SERWCE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY
OTHER SURFACE OR SUBSURFACE WINS NECESSARY i0 RENDER ME LOTS SUITABLE FOR THBR
INTENDED USE EACH OURET SHALL LAVE FREE-FLOWING, POSMV£ DRAMAGE i0 AN APPROVED
STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
R OUTLETS ON EACH LOT SHALL BE LOCATED WIN A ENE -PWT -HICK, 2" X 4" STAKE MARKED
"STORM" OR "DRAIN". ME SNB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE AND BE
SCOURED TO ME STAKE
C. PIPE MATERIAL SHALL CONFORM TO MOORMAN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE
SURFACE WATER BEACH MANUAL AND, IF NW-MFTALUC, THE PIPE SHALL BE PLACED IN A TRENCH
WITH A TRACING WIRE AGOW OR OTHER ACCEPTABLE DETECROM
D. PRIVATE DRAINAGE EASEMENTS AAE REWIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS
THROUGH INDMDUAL LOTS
E. ME APPLICANT/CONTRACTOR 6 RESPONIBLE OR COONDINATNG THE LOCATIONS OF ALL STUB -OUT
CONVEYANCE LINES WITH RESPECT TO OTHER UTIURES (EG POWER, GAS, TELEPHONE, TDFVISION).
E ALL INDIVIDUAL SMB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME
OWNER
G SOMM ORNNAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FGUNNIMS, EXCEPT FOR SUMP
PUPM DISCHARGE LADIES USED TO DRAIN CRAWL SPACES, PWWDEO THE SUMP PUMP SYSTEM
INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPES, ETC.) UR ME DEVELOPMENT SHE
MUST DEMONSTRATE ME OF THE FOLLOWING: ME EXISTING PUFF LAYER SHALL BE STAGED AND
REDISTRIBUTED TO MIDAIR THE MOISTURE CAPACITY OF ME SBL, W; MENDED 59L SHALL BE ADDED
TO MAINTAIN THE MOISTURE CAPACITY.
24, FEW OF LIABILITY INSURANCE SHALL BE SUBM17ED TO ME CITY PRIOR TO CWSTRUCOON PERMIT
ISSUANCE.
25, ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE
THE OWNER OF ME CONTINUING LEGAL OBLIGATION AND/R CARON CONNECTED WIN STORM SURFACE
WATER DISPOSMON. FURTHER, ME CITY OF RENTON WES NOT ACCEPT ANY OBLIGATION FUR ME
PROPER FUNCTIONING AND MAINTENANCE OF ME SYSTEM PROVIDED WRING CONSTRUCTION
26. THE CONIRACRM SHALL BE RESPONSIBLE FOR PROWLING ADEQUATE SAFEGUARD, SAFETY SPACES,
PROTECTIVE EMINENT, DAGGERS, AND ANY OTHER NEEDED ACTIONS M PROTECT ME LIFE, HEALTH,
AND SAFETY W ME PUBLIC, AND N PROTECT PROPERTY IN CONNECTION DORM THE PERFORMANCE OF
WORK PLAY WORK WITHIN THE T WLEO RIGHT-OF-WAY THAT MAY INTERRUPT NORMML TRAFFIC ROW
SHALL WOUIRE A TRAFFIC CONTROL PIAN APPROVED BY THE PUBLIC WORKS DEPARTMENT
TRANSPORTATION SYSTEM DAMM ALL SECTIONS OF ME WINDT STANDARD SPECIFICATIONS 1-07-23
TRAFFIC CONTROL SHALL APPLY.
27. PRWECT LOCATED WRMIN ME AQUIFER PROTECTION AREA (APA) SHALL COMPLY WIN SPECIAL
REQUIREMENT 16 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS
(RMC 4-3-050).
LEGEND
+
EXISTING MONUMENT (AS SHOWN)
p04
SECTION 1/4 CORNER NOT FOUND
SECTION CORNER NOT FOUND
0
FOUND REBAR/CAP GR I . (IRON PIPE) (DATE)
(C)
CALCULATED
(P)
PUT
ON
MEASURED
IBR
TO BE REMOVED
R.OW
RICHT-OF-WAY
ROD..
POINT OF BEGINNING
q
CENTERLINE
CLF
CHAIN LINK FENCE
WOE
WOW FENCE
W.S.
WATER SURFACE
EDP
EDGE OF PAVEMENT
BOW
DICK OF WALK
If) CB
STORM DRAIN CATCH BASIN (CB)
ODD
STORM DRAIN MANHOLE (SOMH)
Q SE
SANITARY SEWER MANHOLE (SAW)
OCO
SANITARY SEWER CLEAN OUT (CO)
-m0p
POWER POLE
Op
Gln POLE
❑DOM
WATER METER
WATER VALVE
PMB
MAILBOX
UTILITY PULE ANCHOR
Cf
FIRE HYDRANT (2 NOZZLE)
■
TYPE I NGPA SIGN
pp
FIRE DEPARTMENT CONNECTION
PROPOSE) WATER
PROPOSED SANITARY SEWER
PROPOSED STORM DRAINAGE
PROPERTY ZINE
-XX-
EXISTING FENCE LINE
//l
EDGE OF PAVEMENT
--- - --
XXX
EXISTING CONTOURS
PROPOSED CONTOURS
PRE-EXISTING DRAINAGE PATTERN
®
OVER ADZ SLOPE AREAS
COR STD
CITY OF RENTON STANDARD PUN
IBR
TO BE REMOVED
DDCVA
DOUBLE DETECTOR CHECK VALVE
01
BUSTLE IRM PIPE
TD
YARD DRAIN
CO
CLEAN OUT
LOPE
CORRUGATED POLYETHYLENE PIPE
R-382028
AS -BUILT