HomeMy WebLinkAboutP_RSD Transportation Expansion_CC Plans_ApprovedRSD TRANSPORTATION EXPANSION
RENTON SCHOOL DISTRICT NO. 403
PERMIT SET
LEGAL DESCRIPTION
OWNER:RENTON SCHOOL DISTRICT
CAPITAL PLANNING CONSTRUCTION
SOUTH TH STREET
SEATTLE WA
CONTACT: MATT )ELDME<ER
MATTHEW)ELDME<ER#RENTONSCHOOLSUS
ENGINEER:-ACO%SON CONSULTING ENGINEERS
S .ING STREET SUITE
SEATTLE WA
CONTACT: ALAN -ACO%SON
ALAN#-ACO%SONENGINEERSCOM
SE 1/4 SECTION 08, T. 23 N., R. 5 E., W.M.
ALL WOR. SHALL CON)ORM TO THE DESIGN AND CONSTRUCTION STANDARDS AND SPECI)ICATIONS
)OR SNOHOMISH COUNT< A COP< O) THESE DOCUMENTS SHALL %E ON SITE DURING CONSTRUCTION
A COP< O) THE APPROVED PLANS MUST %E ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS
ALL PERMITS RE4UIRED )OR WOR. WITHIN THE PU%LIC RIGHT O) WA< MUST %E O%TAINED %< THE
CONTRACTOR PRIOR TO THE START O) CONSTRUCTION
PRIOR TO THE START O) CONSTRUCTION THE CONTRACTOR SHALL SCHEDULE AND ATTEND A
PRECONSTRUCTION MEETING WITH SNOHOMISH COUNT< THE OWNER RECORD ENGINEER
CONTRACTOR AND DESIGNATED SU%CONTRACTORS SHALL %E PRESENT AT THE PRECONSTRUCTION
MEETING
E;ISTING PAVED SUR)ACES INCLUDING ROADWA<S SIDEWAL.S AND CUR%S THAT ARE DAMAGED %<
NEW CONSTRUCTION SHALL %E REPAIRED AS RE4UIRED %< SNOHOMISH COUNT< AND THEIR
INSPECTORS
ALL DAMAGE TO CIT< IN)RASTRUCTURE CAUSED %< THE CONSTRUCTION SHALL %E REPAIRED AS
RE4UIRED %< SNOHOMISH COUNT<
THE APPROVED PLANS SHOW THE APPRO;IMATE AREA O) PAVEMENT RESTORATION %ASED ON THE
DEPTH O) UTILIT< CUTS ANDOR THE AREA O) CUR% ANDOR PAVEMENT TO %E REMOVED AND
REPLACED
I) AN E;ISTING CUR% IS TO %E REMOVED AND REPLACED IN THE SAME LOCATION THE CONTRACTOR
SHALL PROVIDE SNOHOMISH COUNT< INSPECTOR A PLAN WITH E;ISTING )LOW LINE AND TOP O) CUR%
ELEVATIONS IDENTI)IED PERMITTEE TO STA.E THE LOCATION O) THE E;ISTING CUR% PRIOR TO
DEMOLITION
THE CONTRACTOR SHALL %E RESPONSI%LE )OR RE)ERENCING AND REPLACING ALL MONUMENTS THAT
MA< %E DISTUR%ED DESTRO<ED OR REMOVED %< THE PRO-ECT AND SHALL )ILE AN APPLICATION )OR
PERMIT TO REMOVE OR DESTRO< A SURVE< MONUMENT WITH THE WASHINGTON STATE DEPARTMENT
O) NATURAL RESOURCES PURSUANT TO RCW
THE CONTRACTOR SHALL SU%MIT ALL APPLICA%LE DOCUMENTS AS RE4UIRED PER SNOHOMISH COUNT<
DESIGN AND CONSTRUCTION STANDARDS AND SPECI)ICATIONS PRIOR TO CONSTRUCTION A MATERIAL
SOURCE )ORM )OR ALL MATERIALS TO %E PLACED IN THE RIGHT O) WA< AND MI; DESIGNS )OR ALL
ASPHALT CONCRETE AND AGGREGATES TO %E PLACED IN THE RIGHT O) WA< MUST %E SU%MITTED TO
SNOHOMISH COUNT< )OR REVIEW AND APPROVAL PRIOR TO %EGINNING CONSTRUCTION
THE CONTRACTOR SHALL NOTI)< THE LOCAL )IRE DISTRICT AND SNOHOMISH COUNT< AT LEAST
TWENT<)OUR HOURS IN ADVANCE O) ALL WATER SERVICE INTERRUPTIONS H<DRANT SHUTO))S
AND STREET CLOSURES OR OTHER ACCESS %LOC.AGE THE CONTRACTOR SHALL ALSO NOTI)< THE )IRE
DISTRICT O) ALL NEW RELOCATED OR ELIMINATED H<DRANTS RESULTING )ROM THIS WOR.
THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION
THE CONTRACTOR SHALL CONTACT THE UNDERGROUND UTILITIES LOCATOR SERVICE AT LEAST
HOURS PRIOR TO CONSTRUCTION
THE CONTRACTOR SHALL CONTACT A PRIVATE UTILIT< LOCATOR )OR ALL ONSITE WOR. ON THE
PRO-ECT AND AD-ACENT PRIVATE PROPERTIES AT LEAST HOURS PRIOR TO CONSTRUCTION
IT IS THE SOLE RESPONSI%ILIT< O) THE CONTRACTOR TO VERI)< THE ACCURAC< O) ALL UTILIT<
LOCATIONS SHOWN AND TO )URTHER DISCOVER AND AVOID AN< OTHER UTILITIES NOT SHOWN WHICH
MA< %E A))ECTED %< THE IMPLEMENTATION O) THIS PLAN THIS MA< INCLUDE %UT IS NOT LIMITED TO
POTHOLE E;CAVATION AND OTHER MEANS AND METHODS
THE CONTRACTOR SHALL AD-UST ALL E;ISTING AND PROPOSED MANHOLE RIMS DRAINAGE STRUCTURE
LIDS VALVE %O;ES AND UTILIT< ACCESS STRUCTURES TO )INISH GRADE WITHIN AREAS A))ECTED %<
THE PROPOSED IMPROVEMENTS THIS INCLUDES AS RE4UIRED DURING PHASING TO ACCOMMODATE
INTERIM AND )INAL GRADING
THE CONTRACTOR SHALL PROVIDE )OR ALL TESTING AS RE4UIRED %< SNOHOMISH COUNT< INSPECTOR
%AC.)ILL MATERIAL USED IN PU%LIC RIGHTO)WA< SHALL MEET STANDARD SPECI)ICATIONS AND
SHALL %E APPROVED %< SNOHOMISH COUNT<
INSPECTION AND ACCEPTANCE O) ALL WOR. IN THE PU%LIC RIGHTO)WA< SHALL %E DONE %<
REPRESENTATIVES O) SNOHOMISH COUNT< IT SHALL %E THE CONTRACTORS RESPONSI%ILIT< TO
COORDINATE AND SCHEDULE APPROPRIATE INSPECTIONS ALLOWING )OR PROPER ADVANCE NOTICE
SNOHOMISH COUNT< INSPECTOR MA< RE4UIRE REMOVAL AND RECONSTRUCTION O) AN< ITEMS
PLACED IN THE RIGHT O) WA< THAT DO NOT MEET COUNT< STANDARDS OR THAT WERE CONSTRUCTED
WITHOUT APPROPRIATE INSPECTIONS
THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORAR< EROSION CONTROL AND SEDIMENTATION
COLLECTION )ACILITIES TO ENSURE THAT SEDIMENTLADEN WATER DOES NOT ENTER THE NATURAL OR
PU%LIC DRAINAGE S<STEM AS CONSTRUCTION PROGRESSES AND UNE;PECTED SEASONAL
CONDITIONS DICTATE ADDITIONAL CONTROL )ACILITIES MA< %E RE4UIRED DURING THE COURSE O)
CONSTRUCTION IT SHALL %E THE O%LIGATION AND RESPONSI%ILIT< O) THE CONTRACTOR TO ADDRESS
AN< NEW CONDITIONS THAT MA< %E CREATED %< THE CONTRACTORS ACTIVITIES AND TO PROVIDE
ADDITIONAL )ACILITIES THAT MA< %E NEEDED TO PROTECT AD-ACENT PROPERTIES
THE CONTRACTOR SHALL .EEP ALL PAVED SUR)ACES IN THE RIGHT O) WA< CLEAN %< SWEEPING USE
VACUUM T<PE SWEEPER
CARE SHALL %E E;ERCISED WHEN E;CAVATING NEAR E;ISTING CHARGED WATER MAINS
ALL UTILIT< CROSSINGS NOTED AS ASSUMED ARE UN.NOWN DURING DESIGN THE UN.NOWN
ELEVATIONS AND LOCATIONS MUST %E VERI)IED PRIOR TO AN< UTILIT< CONSTRUCTION ELEVATIONS
THAT DI))ER )ROM ASSUMED ELEVATION SHALL %E )ORWARDED TO THE CIVIL ENGINEER )OR REVIEW
THE CONTRACTOR SHALL TA.E REASONA%LE PRECAUTIONS AND E;ERCISE SOUND ENGINEERING AND
CONSTRUCTION PRACTICES IN CONDUCTING THE WOR. THE CONTRACTOR SHALL PROTECT E;ISTING
PU%LIC AND PRIVATE UTILITIES )ROM DAMAGE DURING CONSTRUCTION I) E;ISTING UTILITIES ARE
DAMAGED THE CONTRACTOR SHALL IMMEDIATEL< NOTI)< THE UTILIT< PURVE<OR OWNER AND THE
ENGINEER THE CONTRACTOR SHALL RESTORE THE UTILIT< TO ITS E;ISTING CONDITION WSDOT SEC
APWA SUPPLEMENT THE CONTRACTOR IS RESPONSI%LE )OR THE MEANS AND THE METHODS
O) CONSTRUCTION )OR WOR. SHOWN ON THESE PLANS
ALL E;CAVATION TRENCHING SU%GRADE PREPARATION )ILL PLACEMENT AND ALL SOIL WOR. IN
GENERAL SHALL %E CONDUCTED IN COMPLIANCE WITH SNOHOMISH COUNT< STANDARDS
CONTRACTOR SHALL %E RESPONSI%LE )OR HIRING A PRO)ESSIONAL LAND SURVE<OR TO RE)ERENCE
E;ISTING MONUMENTS ON OR AD-OINING ESTA%LISHED SAID POINTS AT PRO-ECT COMPLETION THIS
REESTA%LISHMENT SHALL %E DOCUMENTED %< RECORD O) SURVE< PREVIOUS TO DEMOLITION OR
CONSTRUCTION AND TO RECORNER RECORD AS DESCRI%ED IN WAC
CONTRACTOR SHALL MAINTAIN A )OOT MINIMUM HORI=ONTAL CLEARANCE )ROM THE WATER MAIN
AND OTHER UTILITIES LH GAS CA%LE POWER ETC I) SAID CLEARANCE CANNOT %E MAINTAINED
CONTACT ENGINEER )OR APPROVAL AND RECORD E;ACT MEASUREMENTS O) THE UTILIT< LINES ON THE
AS%UILT DRAWINGS A )OOT MINIMUM HORI=ONTAL CLEARANCE MUST %E MAINTAINED %ETWEEN
WATER MAIN AND SANITAR< SEWER
SCHEDULE WITH CIT< AND OWNER HOURS MINIMUM NOTICE )OR WATER MAIN SHUT DOWN ON THE
SCHOOL SITE INSTALL CIT< STANDARD TESTING CONNECTION ON NEW WATER MAIN )OLLOWING
COMPLETION O) NEW WATER S<STEM CONSTRUCTION TESTING AND ACCEPTANCE %< THE CIT<
REMOVE TESTING CONNECTION AND INSTALL SEGMENT O) DI PIPE LENGTH TO SUIT WITH TWO LONG
PATTERN SLEEVES INSTALLATION AND CONNECTION TO E;ISTING WATER S<STEM SHALL %E WITH
CIT< INSPECTION
UNDERGROUND UTILITIES ARE SHOWN IN THE APPRO;IMATE LOCATION THERE IS NOT A GUARANTEE
THAT ALL UTILIT< LINES ARE SHOWN OR THAT THE LOCATION SI=E AND MATERIAL IS ACCURATE THE
CONTRACTOR SHALL UNCOVER ALL INDICATED PIPING WHERE CROSSINGS INTER)ERENCE
S OR
CONNECTIONS OCCUR PRIOR TO TRENCHING OR E;CAVATION )OR AN< PIPE OR STRUCTURES TO
DETERMINE ACTUAL LOCATIONS SI=E AND MATERIAL THE CONTRACTOR SHALL MA.E THE
APPROPRIATE PROVISION )OR PROTECTION O) SAID )ACILITIES THE CONTRACTOR SHALL NOTI)< ONE
CALL AT AND ARRANGE )OR PU%LIC AND PRIVATE )IELD LOCATION O) E;ISTING )ACILITIES %E)ORE
CONSTRUCTION
SCHEDULE WITH CIT< HOURS MINIMUM NOTICE )OR WATER METER SHUTO)) AND TO RETIRE
METERS
UTILI=E MULCH OR PLASTIC SHEETING )OR SHORTTERM EROSION CONTROL DISTUR%ED AREAS OR SOIL
STOC.PILES THAT RE4UIRE COVER MEASURES )OR LESS THAN DA<S
SEEDING SHALL %E USED THROUGHOUT THE PRO-ECT ON DISTUR%ED AREAS THAT HAVE REACHED
)INAL GRADE OR THAT WILL REMAIN UNWOR.ED )OR MORE THAN DA<S
SODDING MA< %E USED AS AN ALTERNATIVE )OR AREAS THAT RE4UIRE SHORTTERM OR LONGTERM
COVER OR IMMEDIATE VEGETATIVE COVER
PROJECT NOTESGENERAL NOTES
COVER NOTES
NOTE:
THE 4UANTITIES SHOWN ARE PRELIMINAR< ESTIMATES
ONL< AND INTENDED )OR MUNICIPAL PERMITTING AND
REVIEW )EES THE CONTRACTOR SHALL IGNORE THESE
4UANTITIES THE< ARE E;CLUDED )ROM THE %ID
DOCUMENT IN)ORMATION THESE VOLUMES SHALL NOT %E
USED %< THE CONTRACTOR AS A %ASIS )OR AN<
CONTRACTUAL IN)ORMATION THE CONTRACTOR SHALL
PREPARE THEIR OWN EARTHWOR. 4UANTITIES %ASED ON
THE IN)ORMATION PROVIDED IN THE CONTRACT
DOCUMENTS INCLUDING %UT NOT LIMITED TO DRAWINGS
SPECI)ICATIONS AND THE GEOTECHNICAL REPORT
EARTHWORK QUANTITIES
E;CAVATION C<
)ILL C<
TOTAL EARTHWOR. C<
VERTICAL CONTROL: CIT< O) RENTON %ENCH MAR. NAVD
ELEVATION O) )EET AT THE INTERSECTION O) N TH
AND GARDEN AVE N CONTOUR INTERVAL )OOT
HORI=ONTAL CONTROL: NAD WASHINGTON STATE
PLANE COORDINATE VALUES )OR MONUMENTS AND
PROVIDED %< THE CIT< O) RENTON
HORIZONTAL DATUM
VERTICAL DATUM
43667
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CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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SITE INFORMATION
ADDRESS:
PAR. AVE N
RENTON WA
PARCEL AREA:
S) OR AC APN
S) OR AC APN
S) OR AC APN
PARCEL:
LOT % O) CIT< O) RENTON LOT LINE AD-USTMENT NO LUALLA
RECORDED -UNE UNDER RECORDING NO
RECORDS O) .ING COUNT< WASHINGTON
PARCEL:
LOT A O) CIT< O) RENTON LOT LINE AD-USTMENT NO LUALLA
RECORDED -UNE UNDER RECORDING NO
RECORDS O) .ING COUNT< WASHINGTON
PARCEL:
LOTS %LOC. RENTON )ARM PLAT ACCORDING TO THE PLAT
THEREO) RECORDED IN VOLUME O) PLATS PAGE IN .ING
COUNT< WASHINGTON
E;CEPT THOSE PORTIONS O) LOTS THROUGH AS CONDEMNED IN
.ING COUNT< SUPERIOR COURT CASE NO )OR STREET
PURPOSES
TOGETHER WITH LOTS THROUGH %LOC. SARTORISVILLE
ACCORDING TO THE PLAT THEREO) RECORDED IN VOLUME O) PLATS
PAGE IN .ING COUNT< WASHINGTON
E;CEPT THE WEST )EET THEREO)
VICINITY MAP
SITE
IMPERVIOUS SURFACE
SYSTEM DEVELOPMENT
CHANGE CALCULATIONS
TOTAL E; IMPERVIOUS S)
TOTAL PROPOSED IMPERVIOUS S)
NET CHANGE NEW IMPERVIOUS S)
STORM PERMIT QUANTITY
CALCULATIONS
TOTAL DISTUR%ED AREA S)
TOTAL NEW AND REPLACED IMPERVIOUS AREA S)
NOTE: AREAS REPRESENT PRO-ECT DISTUR%ED AREAS
Sheet List Table
SHEET O) CCOVER SHEET
SHEET O) CNOTES SHEET
SHEET O) COVERALL SITE PLAN
SHEET O) CDEMOLITION PLAN
SHEET O) CTESC PLAN
SHEET O) CTESC DETAILS
SHEET O) CTESC DETAILS
SHEET O) CGRADING PLAN
SHEET O) CSTORM DRAINAGE AND UTILIT< PLAN
SHEET O) CSTORM DRAINAGE DETAILS
SHEET O) CSTORM DRAINAGE DETAILS
SHEET O) CSTORM DRAINAGE DETAILS
SHEET O) CSTORM DRAINAGE PRO)ILES
SHEET O) CPAVING PLAN
SHEET O) CPAVING DETAILS
SHEET O) CPAVING DETAILS
SHEET O) LTREE RETENTION PLAN
SHEET O) LTREE RETENTION WOR.SHEET
SHEET O) LLANDSCAPE PLAN
SHEET O) LPLANTING SCHEDULE AND DETAILS
SHEET O) LSITE DETAILS
SHEET O) LIRRIGATION PLAN SCHEDULE
SHEET O) LIRRIGATION NOTES DETAILS
SHEET O) EELECTRICAL LEGEND
SHEET O) EELECTRICAL A%%REVIATIONS AND
NOTES
SHEET O) EELECTRICAL SCHEDULES
SHEET O) EELECTRICAL SITE PLAN
SHEET O) EELECTRICAL SITE PLAN LIGHT
CALCULATION
SHEET O) EELECTRICAL ONLINE DIAGRAM
SHEET O) E ELECTRICAL DETAILS
%ASIS O) %EARING: LINE %ETWEEN CIT< O) RENTON MONUMENTS
AND SO
E SEE SHEET C
BASIS OF BEARING
LANDSCAPE
ARCHITECT:
)ORA LANDSCAPE ARCHITECTS
NE TH STREET
SEATTLE WA
CONTACT: NIC. HAGAN
NIC.#)ORALAND
RSD TRANSPORTATION EXPANSION
COVER SHEET
R-434301
DEVELOPMENT ENGINEERING
HBray 06/12/2025
Surface Water Enginering
jfarah 06/12/2025
43667
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CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
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4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
LU
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2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
%E)ORE AN< CONSTRUCTION ACTIVIT< ARRANGE AND ATTEND PRECONSTRUCTION CON)ERENCES WITH
CIT< O) RENTON AND -ACO%SON CONSULTING ENGINEERS
PROVIDE TEMPORAR< AND INTERIM MEASURES RE4UIRED )OR E;ECUTION O) THE WOR.
VERI)< VERTICAL AND HORI=ONTAL LOCATIONS O) ALL E;ISTING UNDERGROUND UTILITIES CONTACT
ALL UTILIT< COMPANIES OR PROVIDERS THAT MA< %E A))ECTED %< THE PROPOSED CONSTRUCTION
CALL AND UTILI=E PRIVATE LOCATING COMPAN< ALONG THE ENTIRE WOR. AREA
)LAG CLEARING LIMITS AS INDICATED ON DRAWINGS
POST SIGN W NAME AND PHONE NUM%ER O) TESC SUPERVISOR
PROVIDE CATCH %ASIN PROTECTION AND OTHER APPROPRIATE TESC MEASURES INCLUDING STRAW
WATTLES ETC COORDINATE WITH SNOHOMISH COUNT< SITE AND ROW INSPECTOR
%AC.)ILL AND COMPACT TRENCHES AND E;CAVATION PER THE DOCUMENTS
PATCH AND RESTORE SITE PER PLANS
INSTALL ALL NEW PAVING LANDSCAPING AND SITE STA%ILI=ATION PROTECT RECENTL< INSTALLED
DRAINAGE INSTALLATIONS I) THESE )ACILITIES %ECOME CONTAMINATED AS RESULT O) THE SITE NOT
%EING )ULL< STA%ILI=ED PRIOR TO COMING ONLINE IT SHALL %E THE CONTRACTOR
S RESPONSI%ILIT<
TO REPAIR OR REPLACE AS RE4UIRED AT NO ADDITIONAL COST TO THE OWNER
CONTACT DESIGN ENGINEER AND CIT< SO THE< CAN PUNCH LIST THE SITE ADDRESS PUNCH LIST
ITEMS AS RE4UIRED
CONSTRUCTION SEQUENCE
SE 1/4 SECTION 08, T. 23 N., R. 5 E., W.M.
RSD TRANSPORTATION EXPANSION
NOTES SHEET
%E)ORE AN< CONSTRUCTION OR DEVELOPMENT ACTIVIT< OCCURS A PRECONSTRUCTION MEETING
SHALL %E HELD AMONG THE CIT< O) RENTON HERE%< RE)ERRED TO AS THE CIT< THE APPLICANT AND
THE APPLICANT
S CONTRACTOR
THE APPLICANT IS RESPONSI%LE )OR O%TAINING THE WASHINGTON STATE DEPARTMENT O) ECOLOG<
ECOLOG< CONSTRUCTION STORMWATER GENERAL PERMIT I) IT IS RE4UIRED )OR THE PRO-ECT THE
APPLICANT SHALL PROVIDE THE CIT< COPIES O) ALL MONITORING REPORTS PROVIDED TO ECOLOG<
ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT
THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SE4UENCE DETAILING THE ORDERED STEPS
THAT SHALL %E )OLLOWED )ROM CONSTRUCTION COMMENCEMENT TO POSTPRO-ECT CLEANUP IN
ORDER TO )UL)ILL PRO-ECT ESC RE4UIREMENTS
THE %OUNDARIES O) THE CLEARING LIMITS SENSITIVE AREAS AND THEIR %U))ERS AND AREAS O)
VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRI%ED ON THE PLAN S SHALL %E CLEARL<
DELINEATED %< )ENCING AND PROTECTED IN THE )IELD IN ACCORDANCE WITH APPENDI; D O) THE CIT<
O) RENTON SUR)ACE WATER DESIGN MANUAL RENTON SWDM PRIOR TO THE START O)
CONSTRUCTION DURING THE CONSTRUCTION PERIOD NO DISTUR%ANCE %E<OND THE CLEARING LIMITS
SHALL %E PERMITTED THE CLEARING LIMITS SHALL %E MAINTAINED %< THE APPLICANTESC
SUPERVISOR )OR THE DURATION O) CONSTRUCTION
STA%ILI=ED CONSTRUCTION ENTRANCES SHALL %E INSTALLED D AT THE %EGINNING O) CONSTRUCTION
AND MAINTAINED )OR THE DURATION O) THE PRO-ECT ADDITIONAL MEASURES SUCH AS CONSTRUCTED
WHEEL WASH S<STEMS OR WASH PADS MA< %E RE4UIRED TO ENSURE THAT ALL PAVED AREAS ARE
.EPT CLEAN AND TRAC.OUT TO ROAD RIGHT O) WA< DOES NOT OCCUR )OR THE DURATION O) THE
PRO-ECT I) SEDIMENT IS TRAC.ED O))SITE PU%LIC ROADS SHALL %E CLEANED THOROUGHL< AT THE
END O) EACH DA< OR MORE )RE4UENTL< DURING WET WEATHER AS NECESSAR< TO PREVENT
SEDIMENT )ROM ENTERING WATERS O) THE STATE
WASHOUT )ROM CONCRETE TRUC.S SHALL %E PER)ORMED O))SITE OR IN DESIGNATED CONCRETE
WASHOUT AREAS ONL< DO NOT WASH OUT CONCRETE TRUC.S ONTO THE GROUND OR TO STORM
DRAINS OR OPEN DITCHES ONSITE DUMPING O) E;CESS CONCRETE SHALL ONL< OCCUR IN
DESIGNATED CONCRETE WASHOUT AREAS
ALL RE4UIRED ESC %MPS SHALL %E CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING
ANDOR CONSTRUCTION TO PREVENT TRANSPORTATION O) SEDIMENT TO SUR)ACE WATER DRAINAGE
S<STEMS AND AD-ACENT PROPERTIES ALL ESC %MPS SHALL %E MAINTAINED IN A SATIS)ACTOR<
CONDITION UNTIL SUCH TIME THAT CLEARING ANDOR CONSTRUCTION IS COMPLETE AND POTENTIAL
)OR ONSITE EROSION HAS PASSED ALL ESC %MPS SHALL %E REMOVED A)TER CONSTRUCTION IS
COMPLETED AND THE SITE HAS %EEN STA%ILI=ED TO ENSURE POTENTIAL )OR ONSITE EROSION DOES
NOT E;IST THE IMPLEMENTATION MAINTENANCE REPLACEMENT ENHANCEMENT AND REMOVAL O)
ESC %MPS SHALL %E THE RESPONSI%ILIT< O) THE APPLICANT
AN< HA=ARDOUS MATERIALS OR LI4UID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNO))
SHALL %E DISPOSED O) PROPERL<
THE ESC %MPS DEPICTED ON THIS DRAWING ARE INTENDED TO %E MINIMUM RE4UIREMENTS TO MEET
ANTICIPATE D SITE CONDITIONS AS CONSTRUCTION PROGRESSES AND UNE;PECTED OR SEASONAL
CONDITIONS DICTATE THE APPLICANT SHALL ANTICIPATE THAT MORE ESC %MPS WILL %E NECESSAR< TO
ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE DURING THE COURSE O)
CONSTRUCTION IT SHALL %E THE O%LIGATION AND RESPONSI%ILIT< O) THE APPLICANT TO ADDRESS AN<
NEW CONDITIONS THAT MA< %E CREATED %< THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC %MPS
OVER AND A%OVE MINIMUM RE4UIREMENTS AS MA< %E NEEDED TO PROTECT AD-ACENT PROPERTIES
AND WATER 4UALIT< O) THE RECEIVING DRAINAGE S<STEM
APPROVAL O) THIS PLAN IS )OR ESC ONL< IT DOES NOT CONSTITUTE AN APPROVAL O) STORM DRAINAGE
DESIGN SI=E NOR LOCATION O) PIPES RESTRICTORS CHANNELS OR STORMWATER )ACILITIES
AN< DEWATERING S<STEM NECESSAR< )OR THE CONSTRUCTION O) STORMWATER )ACILITIES SHALL %E
SU%MITTED TO THE CIT< )OR REVIEW AND APPROVAL
AN< AREAS O) E;POSED SOILS INCLUDING ROADWA< EM%AN.MENTS THAT WILL NOT %E DISTUR%ED
)OR TWO DA<S DURING THE WET SEASON OCTO%ER ST THROUGH APRIL TH OR SEVEN DA<S
DURING THE DR< SEASON MA< ST THROUGH SEPTEM%ER TH SHALL %E IMMEDIATEL< STA%ILI=ED
WITH THE APPROVED ESC COVER METHODS EG SEEDING MULCHING PLASTIC COVERING ETC IN
CON)ORMANCE WITH APPENDI; D O) THE RENTON SWDM
WET SEASON ESC RE4UIREMENTS APPL< TO ALL CONSTRUCTION SITES %ETWEEN OCTO%ER ST AND
APRIL TH UNLESS OTHERWISE APPROVED %< THE CIT<
AN< AREA NEEDING ADDITIONAL ESC MEASURES NOT RE4UIRING IMMEDIATE ATTENTION SHALL %E
ADDRESSED WITHIN SEVEN DA<S
THE ESC %MPS ON INACTIVE SITES SHALL %E INSPECTED AND MAINTAINED AT A MINIMUM O) ONCE A
MONTH OR WITHIN HOURS )OLLOWING A STORM EVENT INSPECTION AND MAINTENANCE SHALL
OCCUR MORE )RE4UENTL< AS RE4UIRED %< THE CIT<
%E)ORE COMMENCEMENT O) AN< CONSTRUCTION ACTIVIT< CATCH %ASIN INSERTS PER THE CIT<
STANDARD PLAN SHALL %E PROVIDED )OR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN
)EET O) A DISTUR%ED OR CONSTRUCTION AREA UNLESS THE RUNO)) THAT ENTERS THE INLET WILL
%E CONVE<ED TO A SEDIMENT POND OR TRAP ALL CATCH %ASIN INSERTS SHALL %E PERIODICALL<
INSPECTED AND REPLACED AS NECESSAR< TO ENSURE )ULL< )UNCTIONING CONDITION
AT NO TIME SHALL SEDIMENT ACCUMULATION E;CEED O) THE CAPACIT< O) THE CATCH %ASIN SUMP
ALL CATCH %ASINS AND CONVE<ANCE LINES SHALL %E CLEANED PRIOR TO PAVING THE CLEANING
OPERATION SHALL NOT )LUSH SEDIMENTLADEN WATER INTO THE DOWNSTREAM S<STEM
AN< PERMANENT STORMWATER )ACILIT< LOCATION USED AS A TEMPORAR< SETTLING %ASIN SHALL %E
MODI)IED WITH THE NECESSAR< ESC %MPS AND SHALL PROVIDE ADE4UATE STORAGE CAPACIT< I) THE
TEMPORAR< )ACILIT< IS TO ULTIMATEL< )UNCTION AS AN IN)ILTRATION S<STEM IN ITS PERMANENT
STATE THE TEMPORAR< )ACILIT< SHALL %E ROUGH GRADED SO THAT THE %OTTOM AND SIDES ARE AT
LEAST THREE )EET A%OVE THE )INAL GRADE O) THE PERMANENT )ACILIT<
AREAS DESIGNATED ON THE PLAN S CONTAINING E;ISTING STORMWATER )ACILITIES OR ONSITE %MPS
AMENDED SOILS %IORETENTION PERMEA%LE PAVEMENT ETC SHALL %E CLEARL< )ENCED AND
PROTECTED USING ESC %MPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION
PRIOR TO THE %EGINNING O) THE WET SEASON OCTO%ER ST ALL DISTUR%ED AREAS SHALL %E
INSPECTED TO IDENTI)< WHICH ONES SHALL %E SODDED OR SEEDED IN PREPARATION )OR THE WINTER
RAINS DISTUR%ED AREAS SHALL %E SODDED OR SEEDED WITHIN ONE WEE. O) THE %EGINNING O) THE
WET SEASON AN E;HI%IT O) THOSE AREAS TO %E SODDED OR SEEDED AND THOSE AREAS TO REMAIN
UNCOVERED SHALL %E SU%MITTED TO THE CIT< )OR REVIEW
PRIOR TO )INAL CONSTRUCTION ACCEPTANCE THE PRO-ECT SITE SHALL %E STA%ILI=ED TO PREVENT
SEDIMENTLADEN WATER )ROM LEAVING THE PRO-ECT SITE ALL ESC %MPS SHALL %E REMOVED AND
STORMWATER CONVE<ANCE S<STEMS )ACILITIES AND ONSITE %MPS SHALL %E RESTORED TO THEIR
)ULL< )UNCTION ING CONDITION ALL DISTUR%ED AREAS O) THE PRO-ECT SITE SHALL %E VEGETATED OR
OTHERWISE PERMANENTL< STA%ILI=ED AT A MINIMUM DISTUR%ED AREAS SHALL %E SODDED OR
SEEDED AND MULCHED TO ENSURE THAT SU))ICIENT COVER WILL DEVELOP SHORTL< A)TER )INAL
APPROVAL MULCH WITHOUT SEEDING IS ADE4UATE )OR AREAS TO %E LANDSCAPED %E)ORE OCTO%ER
ST
ROC.ERIES ARE CONSIDERED TO %E A METHOD O) %AN. STA%ILI=ATION AND EROSION CONTROL
ROC.ERIES SHALL NOT %E CONSTRUCTED TO SERVE AS RETAINING WALLS ALL ROC.ERIES IN CIT< ROAD
RIGHTSO)WA< SHALL %E CONSTRUCTED IN ACCORDANCE WITH CIT< STANDARDS ROC.ERIES OUTSIDE
O) ROAD RIGHTSO)WA< SHALL %E CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL %UILDING
CODE
CITY OF RENTON EROSION AND SEDIMENTATION CONTROL (ESC) STANDARD PLAN NOTES
CITY STD. PLAN 268.00
SCHEDULE MA-OR LAND DISTUR%ING ACTIVITIES DURING THE DR< MONTHS AND ALLOW
TIME %E)ORE THE WET SEASON %EGINS TO ADE4UATEL< STA%ILI=E THE DISTUR%ED
GROUND
PHASE ANDOR SCHEDULE CONSTRUCTION TO LIMIT THE AMOUNT O) DISTUR%ED
UNSTA%ILI=ED SOIL E;POSED AT AN< ONE TIME
)ENCE OR )LAG AREAS TO %E PROTECTED O) LE)T UNDISTUR%ED DURING
CONSTRUCTION INCLUDING INSTALLATION O) TEMPORAR< CONSTRUCTION )ENCING
STRIP AND CLEAR AND GRU% )IELD SU))ICIENTL< )OR INSTALLATION O) TEMPORAR<
EROSION SEDIMENTATION CONTROL ESC %MPS
INSTALL TEMPORAR< ESC MEASURES INDICATED ON PLANS INCLUDING SILT )ENCE
CATCH %ASIN INSERTS AND STRAW WATTLES COORDINATE WITH CIT< O) RENTON
INSPECTOR
%EGIN GRADING AND E;CAVATION )OR )IELD UNDERDRAIN AND IRRIGATION PIPING
AND )OR PAVEMENT SU%GRADES
TEMPORARIL< STA%ILI=E SITE THROUGH REVEGETATION H<DROSEED MULCHING OR
OTHER APPROPRIATE %MPS AS A RESULT O) SITE GRADING IN AREAS THAT WILL NOT
RECEIVE HARDSCAPE
CONSTRUCT STORM AND IRRIGATION UTILITIES CONCRETE ASPHALT AND PERMEA%LE
PAVEMENTS AS WELL AS STAIRS CHEE. WALLS AND MOW STRIPS )OR )ENCING
REMOVE TEMPORAR< ESC )ACILITIES UPON COMPLETION O) CONSTRUCTION AND ONL<
ONCE SITE IS STA%ILI=ED INSPECTED AND APPROVED %< CIT< O) RENTON INSPECTOR
TESC CONSTRUCTION SEQUENCE
R-434302
%E)ORE AN< CONSTRUCTION OR DEVELOPMENT ACTIVIT< OCCURS A PRE CONSTRUCTION MEETING
SHALL %E HELD AMONG THE CIT< O) RENTON HERE%< RE)ERRED TO AS THE CIT< THE APPLICANT
AND THE APPLICANT
S CONTRACTOR
THE APPLICANT SHALL %E RESPONSI%LE )OR SECURING ALL NECESSAR< CIT< STATE AND
)EDERAL PERMITS PRIOR TO CONSTRUCTION
ALL STORM DRAINAGE IMPROVEMENTS SHALL %E DESIGNED AND CONSTRUCTED IN ACCORDANCE
WITH THE LATEST EDITION O) THE CIT< O) RENTON SUR)ACE WATER DESIGN MANUAL RENTON
SWDM RENTON MUNICIPAL CODE RMC AND THE STANDARD SPECI)ICATIONS )OR ROAD
%RIDGE AND MUNICIPAL CONSTRUCTION PREPARED %< WSDOT AND THE AMERICAN PU%LIC WOR.S
ASSOCIATION APWA IT SHALL %E THE SOLE RESPONSI%ILIT< O) THE APPLICANT TO CORRECT AN<
ERROR OMISSION OR VARIATION )ROM THE A%OVE RE4UIREMENTS )OUND IN THE PLANS ALL
CORRECTIONS SHALL %E AT NO ADDITIONAL COST TO THE CIT<
APPROVAL O) THE ROAD GRADING PAR.ING %UILDING AND DRAINAGE PLAN DOES NOT
CONSTITUTE AS APPROVAL O) AN< OTHER CONSTRUCTION EG WATER SEWER GAS ELECTRICAL
ETC PLANS )OR STRUCTURES SUCH AS %RIDGES VAULTS AND RETAINING WALLS RE4UIRE A
SEPARATE REVIEW AND APPROVAL %< THE CIT< PRIOR TO CONSTRUCTION THE SUR)ACE WATER
DRAINAGE S<STEM SHALL %E CONSTRUCTED ACCORDING TO THE APPROVED PLANS AN<
DEVIATION )ROM THE APPROVED PLANS WILL RE4UIRE COORDINATION )OLLOWED %< WRITTEN
APPROVAL )ROM THE CIT<
A COP< O) THE APPROVED PLANS SHALL %E ON THE -O% SITE WHENEVER CONSTRUCTION IS IN
PROGRESS
HE LOCATIONS O) ALL E;ISTING UTILITIES SHOWN HEREON HAVE %EEN ESTA%LISHED %< )IELD
SURVE< OR O%TAINED )ROM AVAILA%LE RECORDS AND SHALL THERE)ORE %E CONSIDERED
APPRO;IMATE ONL< AND NOT NECESSARIL< COMPLETE IT IS THE SOLE RESPONSI%ILIT< O) THE
APPLICANT AND THE APPLICANT
S CONTRACTOR TO INDEPENDENTL< VERI)< THE ACCURAC< O) ALL
UTILIT< LOCATIONS SHOWN AND TO )URTHER DISCOVER AND AVOID AN< OTHER UTILITIES NOT
SHOWN HEREON THAT MA< %E A))ECTED %< THE IMPLEMENTATION O) THIS PLAN THE APPLICANT
SHALL RECORD ON THE AS %UILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND
AN< CHANGES TO THE APPROVED PLANS THE APPLICANT SHALL IMMEDIATEL< NOTI)< THE
ENGINEER O) RECORD I) A CON)LICT E;ISTS
VERTICAL DATUM SHALL %E NAVD AND HORI=ONTAL DATUM SHALL %E NAD WA STATE
PLANE NORTH UNLESS OTHERWISE APPROVED %< THE CIT< RE)ERENCE %ENCHMAR. DATUM
AND ELEVATIONS SHALL %E NOTED ON THE PLANS
ALL UTILIT< TRENCH %AC.)ILL AND ROADWA< SU%GRADE SHALL %E COMPACTED TO MA;IMUM
DR< DENSIT< PER SECTION D COMPACTION AND MOISTURE CONTROL TESTS O) THE
WSDOT STANDARD SPECI)ICATIONS IN PERMEA%LE PAVEMENT AND OTHER IN)ILTRATION AREAS
ALL TRENCH %AC.)ILL SHALL %E )IRM AND UN<IELDING %UT IN NO CASE SHALL %E COMPACTED TO
MORE THAN O) MA;IMUM DR< DENSIT<
OPEN CUTTING O) E;ISTING ROADWA<S )OR STORM DRAINAGE WOR. IS NOT ALLOWED UNLESS
SPECI)ICALL< APPROVED %< THE CIT< AND NOTED ON THESE APPROVED PLANS AN< OPEN CUT
SHALL %E RESTORED IN ACCORDANCE WITH THE CIT< TRENCH RESTORATION STANDARDS
ALL PIPE AND STRUCTURES SHALL %E STA.ED )OR SURVE< LINE AND GRADE PRIOR TO THE START
O) CONSTRUCTION WHERE SHOWN ON THE PLANS OR WHERE DIRECTED %< THE CIT< THE
E;ISTING MANHOLES CATCH %ASINS OR INLETS SHALL %E AD-USTED TO THE GRADE AS STA.ED
ALL )LOW CONTROL )ACILITIES SHALL %E INSTALLED AND IN OPERATION PRIOR TO OR IN
CON-UNCTION WITH AN< CONSTRUCTION ACTIVIT< UNLESS OTHERWISE APPROVED %< THE CIT<
ALL PIPE AND APPURTENANCES SHALL %E LAID ON A PROPERL< PREPARED )OUNDATION IN
ACCORDANCE WITH THE CURRENT STATE O) WASHINGTON STANDARD SPECI)ICATION )OR ROAD
AND %RIDGE CONSTRUCTION THIS SHALL INCLUDE NECESSAR< LEVELING O) THE TRENCH
%OTTOM OR THE TOP O) THE )OUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
O) RE4UIRED %EDDING MATERIAL TO UNI)ORM GRADE SO THAT THE ENTIRE LENGTH O) THE PIPE
WILL %E SUPPORTED ON A UNI)ORML< DENSE UN<IELDING %ASE ALL PIPE %EDDING AND
%AC.)ILL SHALL %E AS SHOWN ON THE CIT< STANDARD PLAN AND
STEEL PIPE SHALL %E ALUMINI=ED OR GALVANI=ED WITH ASPHALT TREATMENT OR INSIDE
AND OUTSIDE
ALL DRAINAGE STRUCTURES SUCH AS CATCH %ASINS AND MANHOLES SHALL %E )ITTED WITH
DUCTILE IRON %OLT LOC.ING LIDS PER THE CIT< STANDARD PLAN
AND STRUCTURES SHALL HAVE:
·RECTANGULAR OR ROUND SOLID LIDS WHEN NOT COLLECTING RUNO)) AND OUTSIDE O) THE
ROADWA<
·ROUND SOLID LIDS WHEN NOT COLLECTING RUNO)) AND LOCATED WITHIN THE ROADWA<
%UT OUTSIDE O) THE CUR% GUTTER LINE
·ROUND SOLID LIDS DISPLA<ING THE CIT< LOGO WHEN WITHIN THE PU%LIC RIGHT O) WA< OR
IN AN EASEMENT TO THE CIT< PRIVATE STRUCTURE LIDS OUTSIDE PU%LIC RIGHT O) WA< AND
EASEMENTS TO THE CIT< SHALL NOT DISPLA< THE CIT< LOGO
%UILDINGS AND OTHER STRUCTURES SHALL %E PLACED IN ACCORDANCE WITH TA%LE
EASEMENT WIDTHS AND %UILDING SET%AC.S LINES O) THE RENTON SWDM
LIDS O) MANHOLES CATCH %ASINS WITHIN PU%LIC RIGHT O) WA< SHALL NOT %E AD-USTED TO
)INAL GRADE UNTIL A)TER PAVING ALL MANHOLE CATCH %ASIN RIMS SHALL %E AD-USTED TO %E
)LUSH WITH )INAL )INISHED GRADES UNLESS OTHERWISE SHOWN
ALL DRIVEWA< CULVERTS LOCATED WITHIN CIT< RIGHT O) WA< SHALL %E O) SU))ICIENT LENGTH
TO PROVIDE A MINIMUM : SLOPE )ROM THE EDGE O) THE DRIVEWA< TO THE %OTTOM O) THE
DITCH
ROC. )OR EROSION PROTECTION O) ROADSIDE DITCHES WHERE RE4UIRED SHALL %E O) SOUND
4UARR< ROC. PLACED TO A MINIMUM DEPTH O) ONE )OOT AND SHALL MEET THE )OLLOWING
SPECI)ICATIONS:
· INCH ROC. PASSING
· INCH ROC. PASSING AND
·LESS THAN INCH ROC. PASSING
)OOTING DRAINAGE S<STEMS AND ROO) DOWNSPOUT S<STEMS SHALL NOT %E INTERCONNECTED
AND SHALL SEPARATEL< CONVE< COLLECTED )LOWS TO THE CONVE<ANCE S<STEM OR )LOW
CONTROL )ACILIT< ON THE SITE UNLESS APPROVED %< THE CIT< )OOTING DRAINS SHALL NOT %E
CONNECTED TO ON SITE %MPS
THE END O) EACH STORM DRAIN STU% SHALL %E CAPPED A CLEANOUT TOPPED WITH A %OLT
LOC.ING LID MAR.ED STORMµ OR DRAIN SHALL %E LOCATED AT THE PROPERT< LINE OR AT THE
POINT O) CONNECTION O) A PRIVATE STORM DRAINAGE CONVE<ANCE S<STEM PER THE CIT<
STANDARD PLAN
ALL STORM S<STEM E;TENSIONS SHALL %E STA.ED )OR LINE AND GRADE %< A SURVE<OR
LICENSED IN WASHINGTON STATE AND CUT SHEETS SHALL %E PROVIDED TO THE CIT< PRIOR TO
CONSTRUCTION
ALL NEWL< INSTALLED AND NEWL< REHA%ILITATED PU%LIC AND PRIVATE STORM CONVE<ANCE
S<STEMS SHALL %E INSPECTED %< MEANS O) REMOTE CCTV ACCORDING TO THE CIT< STANDARD
PLAN CCTV INSPECTIONS AND REPORTS SHALL %E SU%MITTED TO THE CIT< PRIOR TO
RECEIVING APPROVAL TO INSTALL PRO-ECT CUR%S GUTTERS AND OR PAVEMENT
ALL STORM S<STEMS AND CONNECTIONS TO E;ISTING MAINS SHALL %E TESTED IN ACCORDANCE
WITH SECTION O) THE WSDOT STANDARD SPECI)ICATIONS AND IN THE PRESENCE O) A
REPRESENTATIVE O) THE CIT< STORM DRAIN STU%S SHALL %E TESTED )OR ACCEPTANCE AT THE
SAME TIME THE MAIN STORM IS TESTED
)OR ALL DISTUR%ED PERVIOUS AREAS COMPACTED GRADED LANDSCAPED ETC O) THE
DEVELOPMENT SITE TO MAINTAIN THE MOISTURE CAPACIT< O) THE SOIL EITHER STOC.PILE AND
REDISTRI%UTE THE E;ISTING DU)) LA<ER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH
COMPOST IN ACCORDANCE WITH STANDARD PLAN
ISSUANCE O) THE %UILDING OR CONSTRUCTION PERMITS %< THE CIT< DOES NOT RELIEVE THE
APPLICANT O) THE CONTINUING LEGAL O%LIGATION AND OR LIA%ILIT< CONNECTED WITH
STORMWATER DISPOSAL THE CIT< DOES NOT ACCEPT AN< O%LIGATION )OR THE PROPER
)UNCTIONING AND MAINTENANCE O) THE STORM S<STEM PROVIDED DURING CONSTRUCTION
ADE4UATE SA)EGUARDS SA)ET< DEVICES PROTECTIVE E4UIPMENT )LAGGERS AND AN< OTHER
ACTIONS NEEDED TO PROTECT THE LI)E HEALTH AND SA)ET< O) THE PU%LIC AND TO PROTECT
PROPERT< IN CONNECTION WITH THE PER)ORMANCE O) WOR. SHALL %E PROVIDED AN< WOR.
WITHIN THE TRAVELED RIGHT O) WA< THAT MA< INTERRUPT NORMAL TRA))IC )LOW SHALL
RE4UIRE A TRA))IC CONTROL PLAN APPROVED %< THE CIT< ALL SECTIONS O) THE WSDOT
STANDARD SPECI)ICATIONS TEMPORAR< TRA))IC CONTROL SHALL APPL<
PRO-ECTS LOCATED WITHIN THE CIT<
S A4UI)ER PROTECTION AREA APA SHALL COMPL< WITH
SPECIAL RE4UIREMENT O) THE RENTON SWDM AND A4UI)ER PROTECTION REGULATIONS
RMC
PLACEMENT O) SUR)ACE APPURTENANCES CATCH %ASIN MANHOLE LIDS CLEANOUTS INLETS
ETC IN THE STREET TRAVEL LANE WHEEL PATH INTERSECTIONS O) STREET TRAVEL LANES %I.E
LANES SIDEWAL.S AND CROSSWAL.S SHALL %E AVOIDED WHENEVER POSSI%LE AN< SUR)ACE
APPURTENANCE PLACED IN A SIDEWAL. OR CROSSWAL. SHALL %E )ITTED WITH A NON SLIP OR
NON S.ID LID PER ADA RE4UIREMENTS
CLEARL< LA%EL PU%LIC AND PRIVATE S<STEMS ON THE PLANS PRIVATE S<STEMS SHALL %E
MAINTAINED %< THE APPLICANT
MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CON)ORM TO TA%LE A O) THE
RENTON SWDM
CONSTRUCTED PERMEA%LE PAVEMENT SHALL %E PERMEA%LE ENOUGH TO A%SOR% WATER AT A
MINIMUM RATE O) INCHES PER HOUR IMMEDIATEL< A)TER THE PAVEMENT SUR)ACE HAS %EEN
WETTED CONTINUOUSL< )OR AT LEAST MINUTES COMPLIANCE WITH THIS MINIMUM RATE
SHALL %E CHEC.ED PRIOR TO CONSTRUCTION APPROVAL O) THE PAVEMENT COMPLIANCE MA< %E
CHEC.ED USING A SIMPLE %UC.ET TEST IN WHICH GALLONS O) WATER IS POURED ONTO THE
PAVEMENT SUR)ACE ALL AT ONCE I) ONL< A MINOR AMOUNT O) WATER PONDS OR RUNS O)) THE
SUR)ACE THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE O) A%SORPTION AT
LEAST ONE TEST SHALL %E CONDUCTED PER S4UARE )EET O) PERMEA%LE PAVEMENT I)
THIS TEST IS NOT CONCLUSIVE THEN ANOTHER TEST PER ASTM C SHALL %E CONDUCTED )OR
LARGE AREAS EG PAR.ING AREAS TESTING O%SERVATION MA< %E ACCOMPLISHED WHILE
WAL.ING %EHIND A SLOWL< MOVING WATER TRUC. DISCHARGING WATER AT A RATE SIMILAR TO
THE %UC.ET TEST PERMEA%LE PAVERS SHALL %E TESTED USING ASTM C
CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES CITY STD. PLANS 267.00 AND 267.10
DEVELOPMENT ENGINEERING
HBray 06/13/2025
¬
¬
¬
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X
X
X
X
X
X
X
X
X
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43667
NSTATE OF WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
PROPOSED PAR.ING
LOT E;PANSION
STANDARD STALLS
E;ISTING %US PAR.ING LOT
E;ISTING
ADMINISTRATION
%UILDING
Pa
r
k
A
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N
o
r
t
h
North 5th Street
Ga
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A
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o
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h
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
R
SCALE 1"=50'
North 4th Street
ADMINISTRATION
VEHICLE
MAINTENANCE
E;ISTING DRIVEWA< GATED
E;ISTING
DRIVEWA< TO
REMAIN
E;ISTING SECURIT<
GATE NO PU%LIC
ACCESS %E<OND
THIS POINT
E;ISTING
DRIVEWA<
GATED
E;ISTING DRIVEWA<
GATED TO REMAIN
NOTE: %ASED ON THE SCOPE O) WOR.
PROPOSED %EING AN IMPROVEMENT TO A
PAR.ING LOT AND NOT TO AN E;ISTING OR NEW
%UILDING THE PRO-ECT ASSUMES THE SCOPE
O) WOR. WILL NOT RE4UIRE
UNDERGROUNDING O) THE OVERHEAD UTILIT<
LINES ALONG PAR. AVE NORTH
RSD TRANSPORTATION EXPANSION
OVERALL SITE PLAN
SE 1/4 SECTION 08, T. 23 N., R. 5 E., W.M.
E;ISTING DRIVEWA<
TO %E REMOVED
E;ISTING
DRIVEWA< TO
%E REMOVED
E;ISTING %US PAR.ING LOT
IL =ONING
PARCEL
IL =ONING
PARCEL
IL =ONING
PARCEL
R-434303
CA =ONING
PARCEL
E;ISTING STA))
AND )LEET VEHICLE
PAR.ING LOT
CA =ONING
PARCEL
E;ISTING DRIVEWA<
TO %E REMOVED
NEW LIGHT
POLE T<P
APPRO;IMATE S)
PU%LIC AMENIT< SPACE
E;ISTING VISITOR
PAR.ING LOT
PROPOSED PAR.ING
LOT E;PANSION
)LEET VEHICLES
E;ISTING )LEET
VEHICLE PAR.ING
ORNAMENTAL VEHICLE GATE
CHAINLIN. VEHICLE GATE
PROPOSED
%I.E RAC.S PER
LANDSCAPE PLANS
We
l
l
s
A
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e
N
DEVELOPMENT ENGINEERING
HBray 06/13/2025
Pa
r
k
A
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e
N
o
r
t
h
North 5th Street
Ga
r
d
e
n
A
v
e
N
o
r
t
h
CA =ONING
PARCEL
CA =ONING
PARCEL
E;ISTING STA))
AND )LEET VEHICLE
PAR.ING LOT
SAWCUT AND REMOVE
E; CONCRETE
DRIVEWA< CUR% CUT
AND ASPHALT
PAVEMENT SEE
SHEET C
REMOVE E;
CATCH %ASIN
REMOVE E; VAULT
NOT IN SERVICE
AND AN<
ASSOCIATED PIPING
SAWCUT AND REMOVE
E; CONCRETE
DRIVEWA< CUR% CUT
AND ASPHALT
PAVEMENT SEE
SHEET C
REMOVE E;
CATCH %ASIN
REMOVE
E; )ENCE
REMOVE E; CATCH
%ASIN TEMP PROTECT E;
CATCH %ASIN )OR USE AS
TESC MEASURE SEE
SHEET C
SAWCUT AND REMOVE E;
CONCRETE DRIVEWA< CUR%
CUT AND ASPHALT
PAVEMENT SEE SHEET C
CUT AND CAP E; CMP STORM PIPE
AT PROPERT< LINE CAP TO %E %LIND
)LANGED %OLTED WATERTIGHT CAP
CIT< INSPECTOR SHALL VERI)< CAP
INSTALLATION DURING CONSTRUCTION
TO ENSURE SEAL IS MAINTAINEDCUT AND CAP E;
GAS SERVICE AT
PROPERT< LINE
PROTECT E; CATCH %ASIN
AND ASSOCIATED STORM
PIPING TO REMAIN REMOVE E; GAS
SERVICE PIPING
DECOMMISSION AND
REMOVE E; HEAT PUMP
AND GAS SERVICE
PROTECT E; CATCH
%ASIN AND
ASSOCIATED STORM
PIPING TO REMAIN
SAWCUT AND
REMOVE E; CUR%
AT NEAREST -OINT
APPRO;IMATE
PROPERT< LINE
TO %E SURVE<ED
E;ISTING %US
PAR.ING LOT
IL =ONING
PARCEL
IL =ONING
PARCEL
IL =ONING
PARCEL
PROTECT E;
DECIDUOUS TREE
TO REMAIN SEE
SHEET C
PROTECT E; SIDE
SEWER TO REMAIN
REMOVE E;
STORM PIPE
CUT CAP AND
A%ANDONINPLACE E;
STORM PIPE )ROM
EAST AND WEST
PROTECT E; ELECTRICAL
VAULTS AND E4UIPMENT
TO REMAIN
REMOVE E;
STORM PIPE
PROTECT E; CATCH %ASIN
AND ASSOCIATED STORM
PIPING TO REMAIN
PROTECT E; VERTICAL CUR%
ON NORTH SIDE O) E;ISTING
PAR.ING LOT TO REMAIN
REMOVE E;
CHAINLIN. )ENCE
REMOVE E;
CONI)ER TREE
REMOVE E;
DECIDUOUS TREE
REMOVE E;
DECIDUOUS TREE
PROTECT E;
TREES TO REMAIN
SEE SHEET C
REMOVE E;
DECIDUOUS TREE
SAWCUT AND REMOVE
E; ASPHALT )OR
UTILIT< INSTALLATION
REMOVE E;
DECIDUOUS TREE
REMOVE SIDEWAL. TO
NEAREST -OINTLINE
COORDINATE WITH
VAULT OWNER AND
PLACE AT GRADE WITH
SLIP RESISTANT LID
E; WATER SERVICE
WAS CUT AND
CAPPED PER
WPROTECT E; TREE
TO REMAIN
SEE SHEET C
REMOVE E;
DECIDUOUS TREES
SAWCUT AND REMOVE
E; ASPHALT PAVING
AND CONCRETE CUR%
PROTECT E;
CATCH %ASIN
REMOVE E;
DECIDUOUS TREES
REMOVE E;
DECIDUOUS TREES
REMOVE E;
DECIDUOUS TREES
REMOVE E;
DECIDUOUS TREES
PROTECT E; TREE TO
REMAIN SEE SHEET C
PROTECT
E; PIV
PROTECT
E; )DC
PROTECT E;
DDCVA VAULT
PROTECT E; TREES
TO REMAIN
SEE SHEET C
PROTECT E;
TREES TO REMAIN
SEE SHEET C
PROTECT E; TREE
TO REMAIN
SEE SHEET C
PROTECT E;
TREES TO REMAIN
SEE SHEET C
PROTECT E;
TREES TO REMAIN
SEE SHEET C
PROTECT E;
TREES TO REMAIN
SEE SHEET C
PROTECT E;
TREES TO REMAIN
SEE SHEET C
E;ISTING
%UILDING
43667
NSTATE OF WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
R
SCALE 1"=20'
RSD TRANSPORTATION EXPANSION
DEMOLITION PLAN
SE 1/4 SECTION 08, T. 23 N., R. 5 E., W.M.
LEGEND
GAS MAINSERVICE
STORM DRAINAGE PIPE
SAWCUT LINE
REMOVE CUR%ING
REMOVE ASPHALT PAVEMENT
REMOVE CONCRETE PAVEMENT
<DCOC%C% MH
PROPERT< LINE
)ENCING
R-434304
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE BELOW LEFT
DEVELOPMENT ENGINEERING
HBray 06/13/2025
Pa
r
k
A
v
e
N
o
r
t
h
North 5th Street
Ga
r
d
e
n
A
v
e
N
o
r
t
h
CA =ONING
PARCEL
CA =ONING
PARCEL
IL =ONING
PARCEL
E;ISTING STA))
AND )LEET VEHICLE
PAR.ING LOT
IL =ONING
PARCEL
E;ISTING PAR.ING LOT
DRIVEWA< CUR% CUT GATED
E;ISTING SECURIT< GATE
NO PU%LIC ACCESS
%E<OND THIS POINT
IP
IS
))VEG
IP
IP
INSTALL C%
PROTECTION
SEE DETAIL T<P
C
IP
IP
IP
SW
STRAW
WATTLE T<P
SEE DETAIL
C
INTERCEPTOR
SWALE T<P
SEE DETAIL
C
IS
SW
SILT )ENCE
SEE DETAIL
C
PROTECT E; TREE TO
REMAIN INSTALL TREE
PROTECTION )ENCING
SEE DETAIL T<P
PUMP CLEAN STORMWATER )ROM
TEMP SEDIMENT SETTLEMENT TAN.S TO
E;ISTING CATCH %ASIN CONTRACTOR TO
ENSURE ALL DISCHARGE MEETS
TUR%IDIT< RE4UIREMENTS
GALLON CAPACIT< TEMPORAR<
SEDIMENT SETTLEMENT TAN. %A.ER
TAN. OR E4UAL CONTRACTOR SHALL
PROVIDE ALL PUMPS RE4UIRED TO
MANAGE CONSTRUCTION STORMWATER
AND DISCHARGE AT THE SITE
PUMP CONSTRUCTION
STORMWATER TO SEDIMENT
SETTLEMENT TAN.S
SUMP AND GALLON
DRUM WITH SUMP PUMP
INSTALLED AT LOW
POINT ON SITE SEE DETAIL
C
IP
APPRO;IMATE
PROPERT< LINE
TO %E SURVE<ED
IL =ONING
PARCEL
E;ISTING %US
PAR.ING LOT
SW
SW
SW
SW
SW
SW
SW
PROTECT E; TREE
PROTECT E; TREE
TO REMAIN
SEE DETAIL T<P
VEG
E;ISTING VISITOR
PAR.ING LOT
C
SW
SW
SW
SW
SW
SW
SW
SW
CE
STA%ILI=ED
CONSTRUCTION ACCESS
SEE DETAIL
C
ECO PAN )OR CONCRETE
TRUC. CLEANOUT )INAL
LOCATION TO %E
COORDINATED IN )IELD
DURING CONSTRUCTION
C
SW SW SW
IP
IP
IP
UTILI=E E; CUR% CUT OPENING
A)TER DEMO O) CONCRETE
DRIVEWA< )OR INSTALLATION
O) TEMPORAR< ROC.
CONSTRUCTION ENTRANCE
VEG
PROTECT
E; PIV
PROTECT
E; )DC
PROTECT E;
DDCVA VAULT
VEG
VEG
VEG
VEG
VEG
VEG
VEG
VEG
VEG
SW
SW
SW
SW
SW
SW
SW
SW
SW
DO NOT DEMO E;
DRIVEWA< CUR% CUT
UNTIL WOR. IN THE
RIGHTO)WA< %EGINS
DO NOT DEMO E;
DRIVEWA< CUR% CUT
UNTIL WOR. IN THE
RIGHTO)WA< %EGINS
DO NOT DEMO E;
DRIVEWA< CUR% CUT
UNTIL WOR. IN THE
RIGHTO)WA< %EGINS
E;ISTING
%UILDING
43667
NSTATE OF WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
SE 1/4 SECTION 08, T. 23 N., R. 5 E., W.M.
RSD TRANSPORTATION EXPANSION
T.E.S.C. PLAN
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
R
SCALE 1"=20'
TREE PROTECTION
INLET PROTECTION
INTERCEPTOR SWALE
)ILTER )A%RIC )ENCING
IS
))
IP
VEG
SEDIMENTATION TAN.
SEDIMENT TRAP
LEGENDLEGEND
PROPERT< LINE
NOTE:
INSTALL CONSTRUCTION )ENCING AROUND LIMITS O)
WOR. TO PROTECT STA)) AND STUDENTS AND SECURE
-O%SITE CONTRACTOR SHALL ERECT )ENCE AROUND
-O%SITE AND AD-UST AS CONSTRUCTION CONDITIONS
CHANGE OR AS PHASING ALLOWS CONTRACTOR CAN UTILI=E
E;ISTING PERIMETER )ENCING AS SECURIT< )ENCING AND
THEN SUPPLEMENT ON THE WEST SIDE O) THE SITE AS
NEEDED AN< SECTIONS O) E;ISTING )ENCING THAT IS NOT
)T HIGH SHALL HAVE TEMPORAR< )T HIGH CHAINLIN.
)ENCING INSTALLED NE;T TO IT SEE DETAIL C
SEE SHEET C )OR CIT< O)
RENTON ESC STANDARD PLAN NOTES
SEE SHEET C )OR TESC
CONSTRUCTION SE4UENCE NOTES
R-434305
VOLUME RE4UIRED: GALLONS
VOLUME PROVIDED: GALLONS
SEDIMENT TANK STORAGE
CE TEMP CONSTRUCTION
ENTRANCE
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE BELOW LEFT
DEVELOPMENT ENGINEERING
HBray 06/13/2025
43667
NSTATE OF WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
RSD TRANSPORTATION EXPANSION
T.E.S.C. DETAILS
)
E
N
C
E
LINE POST T<P
INCH D
TOP RAIL
INCH OD
STRETCHER
%AR
%RACE RAIL
AND CA%LE
INCH OD
TRUSS ROD DIA
W TENSION DEVICE
TENSION WIRE
CONCRETE %LOC.
STD WGT GALVANI=ED
CORNER POST
WIRE ROPE PROVIDE SECURE
END ATTACHMENT AT CORNER AND
GATE POSTS AND PROVIDE RUNNING
ATTACHMENT AT LINE POSTS AND
NEAR CENTER O) EACH )ENCE PANEL
PER)ORATE
PIPE AS NECESSAR<
TOP O) PIPE SHALL %E
MIN A%OVE GRADE
PROVIDE SOLID COVER
DISCHARGE TO SEDIMENT
POND VIA TEMP )ORCE MAIN
M
I
N
RUNO)) WITH
SEDIMENT
)ILTERED RUNO))
WATER LEVEL CONCRETE %LOC.S
SUMP PUMP AND MOTOR
WIRE TIES
PVC OR HDPE PIPE
W DIA WEEP HOLES OR
APPROVED E4UAL
WRAP WITH PERMEA%LE
)ILTER )A%RIC
PROVIDE MIN
WASHED ROC. AROUND
PERIMETER O) PIPE
Temporary Sump and Pump 5NTS
Silt Fence 6NTS
Inlet Protection 7NTS
Straw Wattles 8NTS
Construction Fencing 9NTS
)T MIN )REE%OARD COMPACTED TO
O) THE MODI)IED PROCTOR
MA;IMUM DR< DENSIT< ASTM D
MIN WIDTH
LEVEL %OTTOM
TO ROC. CENTER UNLESS
OTHERWISE SPECI)IED
ORIGINAL GROUND
SUR)ACE
UNDISTUR%ED OR
PROTECTED SLOPE
SLOPE NOT TO
E;CEED
WATER SUR)ACE NOT
TO E;CEED ORIGINAL
GROUND ELEVATION
PROVIDE ROC. CHEC. DAMS EVER< )T OR EVER<
O) VERTICAL )ALL
DIMENSIONS: )T MINIMUM DEPTH D %< )T MINIMUM %OTTOM WIDTH
SWALE GRADE SHOULD NOT E;CEED SIDE SLOPES SHOULD %E : OR LESS
OUTLET SHALL CONSIST O) RIP RAP DISCHARGING TO STA%ILI=ED OUTLET SEDIMENT POND OR
LEVEL SPREADER
I) DESIGNED AS A PERMANENT DRAINAGE )EATURE MA< %E USED IN COM%INATION WITH
INTERCEPTOR DRAIN
D
NOTES:
Interceptor Swale 1NTS
R-434306
Not Used 11NTS
Not Used 10NTS
DEVELOPMENT ENGINEERING
HBray 06/13/2025
R-434307
Not Used 11NTS
Not Used 10NTS
43667
NSTATE OF WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
RSD TRANSPORTATION EXPANSION
T.E.S.C. DETAILS
Not Used 9NTS
Not Used 5NTS
Not Used 1NTS
Tree Protection 7NTS
Stabilized Construction Entrance 8NTS
DEVELOPMENT ENGINEERING
HBray 06/13/2025
Pa
r
k
A
v
e
N
o
r
t
h
North 5th Street
Ga
r
d
e
n
A
v
e
N
o
r
t
h
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
(CA ZONING)
PARCEL #7224000676
(CA ZONING)
PARCEL #7224000675
PROPOSED PARKING
LOT EXPANSION
EXISTING PARKING LOT
DRIVEWAY CURB CUT
(GATED)
EXISTING SECURITY GATE
(NO PUBLIC ACCESS
BEYOND THIS POINT)
MATCH EX CONCRETE
SIDEWALK GRADE (TYP)
34
3
4
3
5
3
5
MATCH EX BACK
OF SIDEWALK
GRADE (TYP)
NEW SIDEWALK
GRADE SHALL MATCH
EX TOP OF CURB
MATCH EX
ASPHALT GRADE
TC 36.39 (EX)
BC 35.89 (EX)
35.25 (EX)
TC 35.30
BC 34.80
TC 35.37
BC 34.87TC 35.22
BC 34.72
TC 35.23
BC 34.73
34.16 (EX)
34.36 (EX)
33.96 (EX)
34.10 (EX)
TC 33.83 (EX)
BC 33.33 (EX)
33.87 (EX)
33.67 (EX)
33.71 (EX)33.69 (EX)
33.70 (EX)33.88 (EX)
34.94
(MID PT)34.54 (EX)
33.96
TC 35.07
BC 34.57
(MID PT)
33.97
TC 34.74
BC 34.24
TC 34.83
BC 34.33
TC 34.81
BC 34.31
TC 34.72
BC 34.22
TC 34.64
BC 34.14
TC 34.84
BC 34.34
TC 34.50
BC 34.00
TC 34.44
BC 33.94
TC 34.07
BC 33.57 TC 33.50
BC 33.00
TC 33.76
BC 33.26
TC 33.76
BC 33.26
TC 33.53
BC 33.03
TC 34.41
BC 33.91
TC 34.36
BC 33.86
TC 34.04
BC 33.54
TC 34.10
BC 33.60
TC 34.55
BC 34.05
33.36 (EX)
33.42 (EX)
TC 33.56
BC 33.06 (EX)
APPROXIMATE
PROPERTY LINE
TO BE SURVEYED
EXISTING STAFF
AND FLEET VEHICLE
PARKING LOT
EXISTING BUS
PARKING LOT
(IL ZONING)
PARCEL #7564600105
(IL ZONING)
PARCEL #7564600105
(IL ZONING)
PARCEL #7564600105
TC 35.06
BC 34.56
34
TC 35.13
BC 34.63
35.97
TC 35.91
BC 35.41
33.95
34
34.18
35 SD A1 CB TYPE 1P
RIM 33.61
SD A6 FILTERRA
RIM 33.69
SD A5 CB TYPE II - 48"
RIM 33.60
SD A3 CB TYPE 1P
RIM 33.90
SD A2 CB TYPE 1P
RIM 33.41
37
37
3
3
RI
D
G
E
2.0%
1.
5
%
1.1%
1.
4
%
1.4%
RIDGE
2.9%
1.
3
%
3.0%
1.
9
%
33.63 (EX)
33.63 (EX)
TC 33.93 (EX)
BC 33.43 (EX)
TC 34.12 (EX)
BC 33.62 (EX)
TC 34.25 (EX)
BC 33.75 (EX)
TC 33.52 (EX)
BC 33.02 (EX)TC 33.53 (EX)
BC 33.03 (EX)
34.61
TC 34.84
BC 34.34
36.12
37.22
37.16
EXISTING VISITOR
PARKING LOT
1.8%
1.
5
%
2.
4
%
TC 36.13
BC 35.63 (EX)
TC 35.05
BC 34.55
(MID PT)
0.4%
PROTECT EX DDCVA VAULT
ADD SLIP RESISTANT COATING TO
EX VAULT LID. COATING SHALL BE
NON-SLIP METHYL ETHACRYLATE (MMA)
AND PLACED PER MANUFACTURER'S
RECOMMENDATIONS (TYP)
1.0%
2.0%
TC 34.70 (EX)
BC 34.20 (EX)
TC 34.95
BC 34.45
TC 34.74
BC 34.24
TC 34.31 (EX)
BC 33.81 (EX)
35
34
34
36
36
35.29 (EX)35.46 (EX)
35.64 (EX)
2.0%
1.
0
%
1.
3
%
1.
5
%
1
.
7
%
1
.
9
%
TC 36.68 (EX)
BC 36.18 (EX)
1.0%
35.88 TC 35.78
BC 35.28
35.32
TC 35.26
BC 34.76
RIDGE
3.
4
%
5.
7
%
SD A4 CB TYPE I
RIM 33.03
PROTECT
EX PIV
PROTECT EX FDC
PROPOSED WALK
GRADE TO BE FLUSH
WITH EX FIRE VAULT
35.84 (EX)
35.71 (EX)35.57 (EX)
1.
3
%
EXISTING
BUILDING
35.73 (EX)
35.78 (EX)
35.14 (EX)
35.22 (EX)
35.26 (EX)
35.19 (EX)
35.39 (EX)
35.49 (EX)
35.67 (EX)
35.89 (EX)
35.29 (EX)1.0%
1.3%1.
3
%
1.
0
%
2.1%0.5%1.
9
%
1.
8
%
1.
9
%
0.
7
%
GB
GB
1.
9
%
1.
9
%
1.9%0.4%
35.47 (EX)
43667
NSTATE OF WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
2
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
3
4
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
R
SCALE 1"=20'
0 10 20 40
RSD TRANSPORTATION EXPANSION
GRADING PLAN
SE 1/4 SECTION 08, T. 23 N., R. 5 E., W.M.
LEGEND
PROPERTY LINE
CONTOUR (INDEX)
CONTOUR
GRADE BREAK
SPOT ELEVATION
110
109.36
109
TC 109.86
BC 109.36
VERTICAL CURB HEIGHT FOR
PROPOSED PARKING LOT IS
6-INCHES (TYP U.O.N.)
R-434308
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE BELOW LEFT
ACCESSIBLE
PATH
MAIN ENTRANCE WITH
ACCESSIBLE PUSH
BUTTON ENTRY
1.4%1.8%
2.2%1.8%1.4%1.4%0.3%
35.57 (EX)
35.71 (EX)
35.84 (EX)
35.17 (EX)
DEVELOPMENT ENGINEERING
HBray 06/13/2025
Pa
r
k
A
v
e
N
o
r
t
h
North 5th Street
Ga
r
d
e
n
A
v
e
N
o
r
t
h
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
SD
SD
SD
SD
SD
SD
SD
E
E
E
E
E
E
E
E
E
E
E
E
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CR E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E E E E E EEEEEEEEEE E
CA =ONING
PARCEL
PROPOSED
PAR.ING LOT
E;PANSION
E;ISTING PAR.ING LOT
DRIVEWA< CUR% CUT
GATED
E;ISTING SECURIT< GATE
NO PU%LIC ACCESS
%E<OND THIS POINT
APPRO;IMATE
PROPERT< LINE
TO %E SURVE<ED
E;ISTING STA))
AND )LEET VEHICLE
PAR.ING LOT
E;ISTING %US
PAR.ING LOT
IL =ONING
PARCEL
IL =ONING
PARCEL
IL =ONING
PARCEL
NEW LIGHT POLE
PER ELEC
L PLANS
CA =ONING
PARCEL
SD A C% T<PE P
PRIVATE
RIM
IE OUT NE
SEE DETAIL T<P
SD A C% T<PE P
PRIVATE
RIM
IE IN SW
IE IN E
IE OUT N
SD A C% T<PE P
PRIVATE
RIM
IE OUT W
SD A C% T<PE II
PRIVATE
CONTECH CDSC
RIM
IE IN W
IE OUT E
SEE DETAIL
SD A )ILTERRA
PRIVATE
RIM
IE IN W
IE OUT NE
SEE DETAIL
L)
SD #
PRIVATE
L
)
SD
#
P
R
I
V
A
T
E
L
)
SD
#
P
R
I
V
A
T
E
L)
SD #
PRIVATE
L)
SD #
PRIVATE
CONNECT TO E;
CATCH %ASIN
IE
PRIVATE
UTILIT< ;ING
TOP SS
%OT C%
C
C
E;ISTING VISITOR
PAR.ING LOT
EV CHARGING
STATION POWER POC
PER ELEC
L PLANS
EV READ< CHARGING
STATIONS PER
ELEC
L PLANS
EV IN)RASTRUCTURE TO %E
PROVIDED )OR )UTURE EV
CHARGING STATIONS PER
ELEC
L PLANS T<P UON
UTILIT< ;ING
NEW SD IE
TOP SS
INSTALL ETHA)OAM PAD
)OR PIPE CLEARANCE
LESS THAN
SEE DETAIL
C
E; LIGHT POLE E; LIGHT POLE
C
SD A C% T<PE I
PRIVATE
RIM
IE IN S
IE OUT E
L) SD #
PRIVATE
PROTECT
E; PIV
PROTECT
E; )DC
PROTECT E;
DDCVA VAULT
E;ISTING
%UILDING
43667
NSTATE OF WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
R
SCALE 1"=20'
RSD TRANSPORTATION EXPANSION
STORM DRAINAGE AND UTILITY PLAN
SE 1/4 SECTION 08, T. 23 N., R. 5 E., W.M.
LEGENDLEGEND
NOTE:
FOR CATCH BASINS TO BE ADJUSTED (RAISED)
TO FINISH GRADE WHERE INDICATED ON PLANS,
SHIMS ARE NOT ALLOWED PER CITY OF RENTON;
CONTRACTOR SHALL USE CONCRETE COLLARS
R-434309
FOR TYPICAL TRENCH AND BACKFILL
FOR STORM PIPING, SEE DETAIL 7/C410.
FOR CITY OF RENTON SURFACE WATER
STANDARD PLAN NOTES, SEE SHEET C001
NOTE:
DETENTION NOT REQUIRED BECAUSE
STORMWATER IS COLLECTED ON-SITE THEN
CONNECTED TO EXISTING PIPED CONVEYANCE
SYSTEM IN N 5TH ST. STORMWATER IS THEN
CONVEYED WEST ALONG N 5TH ST TO BURNETT
AVE N, THEN NORTH TO N 6TH ST, THEN WEST
ALONG N 6TH ST UNTIL STORMWATER OUTFALLS
INTO THE CEDAR RIVER, WHICH FLOWS NORTH
AND DRAINS INTO LAKE WASHINGTON.
PROPERT< LINE
STORM DRAINAGE PIPE SD
)H)DCPIVVALVE
WATER VAULTMETER
)H )DC PIV WV
WATER LINE W
C% T<PE C% T<PE
AREA DRAINSDCO
LANDSCAPE AREAS SHALL HAVE SOILS
AMENDED, SEE DETAIL 7/C411.
NOTE:
SEE ELECTRICAL PLANS FOR ELECTRIC VEHICLE
(EV) PARKING SPACES AND CHARGING
STATIONS VAULTS, CONDUITS,
INFRASTRUCTURE, AND POWER REQUIREMENTS,
INCLUDING POWER POINT OF CONNECTION.
SEE SHEET C420 FOR STORM
DRAINAGE PROFILES
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE BELOW LEFT
ACCESSI%LE EV READ<
CHARGING STATION PER
ELEC
L PLANS
Surface Water Enginering
jfarah 06/12/2025
DEVELOPMENT ENGINEERING
HBray 06/13/2025
43667
NSTATE OF WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
RSD TRANSPORTATION EXPANSION
STORM DRAINAGE DETAILS
Not Used 11NTS
Not Used 10NTS
WSDOT Herringbone Grate 6NTS
Typical Trench and Backfill 7NTS
R-434310
Pipe Zone Bedding and Compaction 8NTS
M
I
N
NEW UTILIT<
NEW UTILIT<
E;PANDED POL<ST<RENE
)OAM PAD CUT TO
SUPPORT TOP PIPE
ETHA)OAM PAD SHALL %E OUTSIDE PIPE DIAMETER ; OUTSIDE PIPE
DIAMETER ; INCHES WHERE OUTSIDE DIAMETER RE)ERS TO THE
LARGER PIPE
Ethafoam Pad 9NTS
DEVELOPMENT ENGINEERING
HBray 06/13/2025
43667
NSTATE OF WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
RSD TRANSPORTATION EXPANSION
STORM DRAINAGE DETAILS
Not Used 9NTS
Not Used 11NTS
Not Used 10NTS
Catch Basin Type 1P 8NTS
R-434311
Rectangular Frame 6NTS
Soil Amendment Sections 7NTS
Not Used 5NTS
Not Used 1NTS
DEVELOPMENT ENGINEERING
HBray 06/13/2025
43667
NSTATE OF WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
RSD TRANSPORTATION EXPANSION
STORM DRAINAGE DETAILS
Not Used 9NTS
Not Used 11NTS
Not Used 10NTS
R-434312
Filterra 4x4 Vault (SD A6)8NTS
CDS Separator (SD A5)4NTS
DEVELOPMENT ENGINEERING
HBray 06/13/2025
SD A E; STORM
SFDOH:
V
H
SD A SD A
SFDOH:
V
H
E; GRADE T<P )INISHED
GRADE T<P
E; GRADE T<P
)INISHED
GRADE T<P
SD A C% T<PE P
PRIVATE
RIM
IE OUT NE
L) SD #
PRIVATE
SD A C% T<PE P
PRIVATE
RIM
IE IN SW
IE IN E
IE OUT N
L) SD #
PRIVATE
SD A C% T<PE II
PRIVATE
RIM
IE IN W
IE OUT E
SD A )ILTERRA
PRIVATE
RIM
IE IN W
IE OUT NE
L)
SD #
PRIVATE
L)
SD #
PRIVATE
SEWER
CROWN
CONNECT TO
E; CATCH %ASIN
IE
PRIVATE
SEWER
IE
L)
SD #
PRIVATE
SD A C% T<PE P
PRIVATE
RIM
IE OUT W
SD A C% T<PE P
PRIVATE
RIM
IE IN SW
IE IN E
IE OUT N
SD A C% T<PE I
PRIVATE
RIM
IE IN S
IE OUT E
L)
SD #
PRIVATE
43667
NSTATE OF WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
RSD TRANSPORTATION EXPANSION
STORM DRAINAGE PROFILES
R-434313
DEVELOPMENT ENGINEERING
HBray 06/13/2025
Pa
r
k
A
v
e
N
o
r
t
h
North 5th Street
Ga
r
d
e
n
A
v
e
N
o
r
t
h
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
NEW )T HIGH
SECURIT< )ENCE
PER LANDSCAPE
PLANS
REMOVE AND
REPLACE E;
DRIVEWA< CUR%
CUT WITH NEW
CUR% GUTTER
AND SIDEWAL. SEE
DETAILS T<P
REMOVE AND
REPLACE E;
DRIVEWA< CUR%
CUT WITH NEW
CUR% GUTTER
AND SIDEWAL.
CA =ONING
PARCEL
APPRO;IMATE
PROPERT< LINE
TO %E SURVE<ED
CA =ONING
PARCEL
REMOVE AND REPLACE E;
DRIVEWA< CUR% CUT WITH NEW
CUR% GUTTER AND SIDEWAL.
SIGNI)ICANT TREE
SPECIES SI=E AND
DRIPLINE T%D
PROPOSED
PAR.ING LOT
E;PANSION
E;ISTING PAR.ING LOT
DRIVEWA< CUR% CUT
GATED
E;ISTING SECURIT< GATE
NO PU%LIC ACCESS
%E<OND THIS POINT
NEW )T HIGH SECURIT<
MAN SWING GATE PER
LANDSCAPE PLANS
MINIMUM
PERIMETER
LANDSCAPE %U))ER
)ROM %AC. O) WAL.
C
C
C
STANDARD ASPHALT
PAVEMENT
SEE DETAIL
C
HEAV< DUT<
ASPHALT PAVEMENT
SEE DETAIL
C
CONCRETE SIDEWAL.
SEE DETAIL T<P UON
C
STANDARD
ASPHALT
HEAV< DUT<
ASPHALT
E;ISTING STA))
AND )LEET VEHICLE
PAR.ING LOT
E;ISTING %US
PAR.ING LOT
INSTALL CONCRETE
WHEEL STOPS T<P
SEE DETAIL
C
IL =ONING
PARCEL
IL =ONING
PARCEL
IL =ONING
PARCEL
CHANNELI=ATION
ARROWS
SEE DETAIL T<P
C
R
R
R
R
INSTALL NEW )T HIGH
CHAINLIN. )ENCE TO %E
REROUTED )OR NEW
SIDEWAL. INSTALLATION PER
LANDSCAPE PLANS
PROTECT
E; PIV
R
R
MINIMUM
PERIMETER
LANDSCAPE
%U))ER
APPRO;IMATE S)
PU%LIC AMENIT< SPACE
PER LANDSCAPE PLANS
PROTECT E; DDCVA VAULT
ADD SLIP RESISTANT COATING TO
E; VAULT LID COATING SHALL %E
NONSLIP METH<L ETHACR<LATE MMA
AND PLACED PER MANU)ACTURER
S
RECOMMENDATIONS T<P
PROTECT E; )DC
HEAV< DUT<
ASPHALT UTILIT<
PATCH SEE DETAIL
C
VERTICAL
CONCRETE
CUR% T<P
SEE DETAIL
E;ISTING VISITOR
PAR.ING LOT
STANDARD STALLS
ANGLED STALLS
PROPOSED
ACCESSI%LE
PAR.ING STALL
SEE DETAIL
INSTALL CONCRETE
WHEEL STOP
SEE DETAIL
C
RESTORE E;
PLANTER %ED PER
LANDSCAPE PLANS
C
CONNECT CHAINLIN.
)ENCE TO
ORNAMENTAL )ENCE
NEW CHAINLIN. DOU%LE
SWING VEHICLE GATE PER
LANDSCAPE PLANS
INSTALL NEW )T HIGH CHAINLIN.
)ENCE PER LANDSCAPE PLANS
CONNECT CHAINLIN.
)ENCE TO
ORNAMENTAL )ENCE
ORNAMENTAL
DOU%LE SWING
VEHICLE GATE PER
LANDSCAPE
PLANS
CONNECT TO E;
PAR.ING LOT CUR%
MATCH E; GRADE
R
R
HEAV< DUT<
ASPHALT UTILIT<
PATCH SEE DETAIL
C
E;ISTING
%UILDING
43667
NSTATE OF WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
g. 8-1-1
Call before you
D
or 1-800-424-5555
UNDERGROUND
SERVICE (USA)
R
SCALE 1"=20'
RSD TRANSPORTATION EXPANSION
PAVING PLAN
SE 1/4 SECTION 08, T. 23 N., R. 5 E., W.M.
LEGEND
HEAV< DUT< ASPHALT PAVEMENT
PROPERT< LINE
STANDARD ASPHALT PAVEMENT
CONCRETE PAVEMENT
CONCRETE CUR%
CONCRETE CUR% AND GUTTER
CHANNELI=ATION ARROW
NOTE:
FOR ALL EXTERIOR CONCRETE PAVEMENT,
PROVIDE SPRAY-LOCK P3 OR EQUAL CONCRETE
PAVING SURFACE TREATMENT TO HELP
PROTECT CONCRETE AGAINST WINTER
DE-ICING SALT PER PROJECT SPECIFICATION
SECTION 321313.23
NOTE:
APPROXIMATELY 5,743 SF OF TOTAL LANDSCAPING
(GROUND COVER) IS PROPOSED AS PART OF THE
PARKING LOT IMPROVEMENTS, OF WHICH 1,606 SF
IS INTERIOR LANDSCAPING
R-434314
PROPOSED PARKING
CALCULATIONS
TOTAL STANDARD STALLS
[
TOTAL ANGLED STALLS
[
[
TOTAL ACCESSI%LE STALLS
[
TOTAL
S)CONCRETE
LA<ER NEW
IMPERVIOUS LEGEND
S)ASPHALT
S)
REPLACED
S)
4UANTIT<
TOTAL NEW REPLACED IMPERVIOUS: S)
PARCELS
S)CONCRETE
S)ASPHALT
S)
S)
PARCEL
INSTALL TRUNCATED
DOME STRIP
SEE DETAIL
INSTALL ACCESSI%LE PAR.ING
STALL SIGN AND POST
SEE DETAILC
C
NEW )T HIGH ORNAMENTAL )ENCE
NEW )T HIGH CHAINLIN. )ENCE X X X X
MATCHLINE - SEE ABOVE RIGHT
MATCHLINE - SEE BELOW LEFT
DEVELOPMENT ENGINEERING
HBray 06/13/2025
43667
NSTATE OF WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
RSD TRANSPORTATION EXPANSION
PAVING DETAILS
TWO %ARS
CLEARANCE T<P
M
I
N
NONSHRIN. GROUT
: SAND AND CEMENT
GROUT DEPTH
DIA HOLES
INSTALL CONCRETE
WHEEL STOPS WITH
DRAINAGE SLOTS
THREE %ARS
ATTACHMENT DETAIL
PAVEMENT
)ACE O) CUR%
RR
)INISH GRADE
TOP O) CUR% AT
DRIVEWA< APPROACH
NOTE:
CONTRACTOR SHALL
CON)ORM TO WSDOT
SPEC
NOTES:
DEPTHS ARE COMPACTED THIC.NESS
HMA CLASS
COMPACTED CRUSHED
SUR)ACING %ASE COURSE
SAWCUT TAC. AND
MATCH E; ASPHALT
)ULL DEPTH
E; UNDISTUR%ED PAVEMENT
SU%%ASE MUST %E COMPACTED TO
MA; DENSIT< PER ASTM D
E;ISTING ASPHALT
COMPACTED INCH CLEAN
CRUSHED ROC. OR CRUSHED
REC<CLED CONCRETE
PER GEOTECHNICAL ENGINEER
S
RECOMMENDATIONS
M
I
N
M
I
N
HE
A
V
<
D
U
T
<
ST
A
N
D
A
R
D
D
U
T
<
COMPACTED SU%GRADE
ASTM D
COMPACTED CRUSHED
SUR)ACING TOP COURSE
CEMENT CONCRETE
PAVEMENT CLASS
%ROOM )INISH
NOTE:
CEMENT CONCRETE SHALL %E CLASS
DUMM< -OINTS CONSISTING O) %< PREMOLDED
-OINT MATERIAL SHALL %E PLACED AT )OOT
INTERVALS
SLOPE SHALL %E )OR CONSTRUCTA%ILIT< WITH
A MA;
EDGED
GROOVE SLOPE SEE NOTE
R
R
On-Site Concrete Vertical Curb 10NTS
Wheel Stop 4NTS
COR Cement Concrete Sidewalk (ROW)5NTS
COR Curb and Gutter Replacement (ROW)6NTS
On-Site Asphalt Concrete Pavement 8NTS
On-Site Concrete Sidewalk 11NTS
Channelization Arrows 9NTS
R-434315
GEOTE;TILE SEPARATION
)A%RIC MIRA)I ; OR E4UAL
COMPACTED SU%GRADE
ASTM D
Cement Concrete Curbs 7NTS
DEVELOPMENT ENGINEERING
HBray 06/13/2025
43667
NSTATE OF WASHI
N
G
T
ON
R
EGIST E R E D
P
R
O
F
E
SSIONAL E N G I N EER
O
S
B
O
CAJA.DLAREJ
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
RSD TRANSPORTATION EXPANSION
PAVING DETAILS
R-434316
SIGNS MUST CON)ORM
TO MUTCD STANDARDS
METAL SIGN %OLT
TO PIPE COLUMN
MUST CONTAIN WORDING:
STATE DISA%LED PAR.ING
PERMIT RE4UIRED
GRADE
SIGN POST
SEE DETAIL
RESERVED
PARKING
STATE DISABLED PARKING
PERMIT REQUIRED
VAN
ACCESSIBLE
MUTCD
R
MUTCD
RA
NOTES:
METAL POSTS SHALL %E TELESPAR 4UIC. PUNCH POST
METAL STOP AND <IELD SIGN POSTS SHALL HAVE ALTERNATING
%ANDS O) RED AND WHITE M DIAMOND GRADE SHEETING ALL
OTHER POSTS SHALL %E UNSHEETED
)OR INSIDEWAL. INSTALLATIONS CORE DIAM HOLE ANCHOR
LENGTH MA< %E DECREASED TO
POST SHALL %E ROLLED CAR%ON SHEET STEEL ASTM A GRADE
AND %E HOT DIPPED GALVANI=ED AASHTO M <IELD
STRENGTH PSI MIN POST SHALL HAVE
DIEPUNCHED .NOC.OUTS ON CENTERS )ULL LENGTH )OUR
SIDES
ANCHOR SHALL HAVE HOLES ONE EACH SIDE )ROM TOP
END )INISH SHALL %E =INC HOT DIPPED GALVANI=ED MATERIAL
TO MEET ASTM A GRADE %
DRIVE RIVETS TO %E TL DIA
CORNER %OLTS TO %E TLC%M
ATTACH SIGN
WITH DRIVE
RIVETS SEE NOTE
SIGN POST
S4UARE [
GUAGE 4UIC. PUNCH
GROUND SUR)ACE
CORNER %OLT
SEE NOTE
CU%IC )T CONCRETE
ANCHOR S4UARE
[ OD
GUAGE LENGTH
SEE NOTE
SQUARE METAL POST
SITE SIGNS SHALL CON)ORM TO THE MANUAL ON UNI)ORM
TRA))IC CONTROL DEVICES
STOP SIGN R
LE)T TURN MUST <IELD R
DO NOT ENTER R
NO RIGHT TURN R
NO LE)T TURN R
RIGHT TURN ONL<RR
LE)T TURN ONL<RL
NO PAR.ING )IRE LANE
MODI)IED PER
%ELLEVUE )IRE RE4 TO READ:
NO PAR.ING )IRE LANE
ACCESSI%LE LOADING
RA [ : MODI)IED
TO READ ACCESSI%LE
LOADING
AUTHORI=ED VEHICLES ONL<
R [ : MODI)IED TO
READ AUTHORI=ED VEHICLES
ONL<
VISITOR PAR.ING
R [ : MODI)IED TO
READ VISITOR PAR.ING
CUR% LANE LOADING ONL<
R [ : MODI)IED TO
READ CUR% LANE LOADING
ONL<
CONTRACTOR SHALL SU%MIT A MOC. UP O) ALL
MODI)IED SIGNS TO ENGINEER )OR APPROVAL
PRIOR TO ORDER OR PURCHASE O) SIGNS
T<P
T<P
PE
R
P
L
A
N
NOTES:
STRIPING COLOR SHALL %E WHITE AND PAINTED PER PRO-ECT SPECI)ICATIONS
STRIPING DIMENSIONS SHALL MEET MUTC SPECI)ICATION % AND )IGURE C
EACH PAR.ING SPACE RESERVED )OR PERSONS WITH
PH<SICAL DISA%ILITIES SHALL %E IDENTI)IED %< A
RE)LECTORI=ED SIGN PERMANENTL< POSTED IMMEDIATEL<
AD-ACENT TO AND VISI%LE )ROM EACH STALL OR SPACE
CONSISTING O) A PRO)ILE VIEW O) A WHEELCHAIR WITH
OCCUPANT IN WHITE ON DAR. %LUE %AC.GROUND THE
SIGN SHALL NOT %E SMALLER THAN S4UARE INCHES IN
AREA AND SHALL %E CENTERED ON AND -UST %E<OND THE
)RONT EDGE O) THE PAR.ING STALL SIGNS MA< ALSO %E
HUNG ON THE WALL AT THE INTERIOR END O) THE PAR.ING
SPACE SIGN MOUNTING HEIGHT SHALL %E INCHES
A%OVE THE PAR.ING SPACE )INISHED GRADE
AN ADDITIONAL SIGN SHALL ALSO %E POSTED IN A
CONSPICUOUS PLACE AT EACH ENTRANCE TO O))STREET
PAR.ING )ACILITIES OR IMMEDIATEL< AD-ACENT TO AND
VISI%LE )ROM EACH STALL OR SPACE THE SIGN SHALL %E
NOT LESS THAN INCHES %< INCHES IN SI=E WITH
LETTERING NOT LESS THAN INCH IN HEIGHT WHICH
CLEARL< AND CONSPICUOUSL< STATES THE )OLLOWING:
UNAUTHORI=ED VEHICLES PAR.ED IN DESIGNATED
DISA%LED PAR.ING SPACES NOT DISPLA<ING
DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED
)OR PH<SICALL< DISA%LED PERSONS MA< %E TOWED AWA<
AT OWNER
S E;PENSE TOWED VEHICLES MA< %E
RECLAIMED AT BBBBBBBBBBBB OR BBBBBBBBBBBB OR %<
TELEPHONING BBBBBBBBBB
STATE DISA%LED PAR.ING
PERMIT RE4UIRED
STATE DISA%LED PAR.ING
PERMIT RE4UIRED
RESERVED
PARKING
RESERVED
PARKING
VAN
ACCESSIBLE
STRIPE LINE PER PLAN
DISA%LED ACCESSI%ILIT< SIGNAGE ON POST
LOCATION PER PLAN
SEE DETAILS A%OVE AND DETAIL
INTERNATIONAL ACCESS S<M%OL
PAINTED ON PAVING
SEE DETAIL A%OVE
CROSSWAL. STRIPING
SEE DETAIL
INTERNATIONAL ACCESS
SYMBOL PAINTED ON PAVING
DISABLED
ACCESSIBILITY
SIGNAGE
R
RA
PAINTED WHITE LOGO
PAINTED %LUE %AC.GROUND
PER
PLAN
WHEEL STOP
SEE DETAIL
Not Used 9NTS
Not Used 11NTS
Not Used 10NTS
Not Used 5NTS
C
D
%
A
A %
DETECTA%LE WARNING PATTERN AREA
SHALL %E <ELLOW IN COMPLIANCE WITH
WSDOT STANDARD SPEC
A
%
C
D
MIN MA;
MIN
M
I
N
Site Signage 2NTS
Accessible Parking Sign 4NTS
Truncated Domes 6NTS
ADA Symbol and Blockout Striping 7NTS
Crosswalk Striping 8NTS
C
C
C
C
DEVELOPMENT ENGINEERING
HBray 06/13/2025
TREE DENSITY CALCULATIONS
TREE RETENTION SCHEDULE
EXISTING TREES
TREE RETENTION CALCULATIONS
30" DEC
8" DEC
TREE RETENTION NOTES
Pa
r
k
A
v
e
N
o
r
t
h
North 5th Street
34
3
4
34
34
34 3
5
36
36
37
3
5
35
SD
SD
SD
SD
SD
SD
SD
E
E
E
E
E
E
E
E
E
E
E
E
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CR E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E E E E E EEEEEEEEEE E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
20" DEC
10" DEC
12" DEC
11.5" DEC
12" DEC
10" DEC
10" DEC
10" DEC
R.O.W. TREE
10" DEC
R.O.W. TREE
6.9" DEC
9" DEC
10" DEC
10" DEC 10" DEC
12" DEC
12" DEC
12" DEC
10" DEC
10" DEC
10" DEC
10" DEC
10" DEC
10" DEC
10" DEC
10" DEC
10" DEC
10" DEC
12" DEC
12" DEC
12" DEC
12" DEC
11.5"
DEC
Pa
r
k
A
v
e
N
o
r
t
h
North 5th Street
Ga
r
d
e
n
A
v
e
N
o
r
t
h
Ga
r
d
e
n
A
v
e
N
o
r
t
h
Pa
r
k
A
v
e
N
o
r
t
h
34
34
34
34
34 35 36
36
37
35
35
CO
M
CR
EE E
X
X
0'
SCALE:
N
80'40'20'10'
1"=20'-0"
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
AN D R E W J RASM
U
S
S
E
N
N
O.739EXP.6 /2 6 /2 025
STA T E O F W A SHIN
G
T
O
N
L
A
N
D
S
CAPE A R C H I T ECT
RSD TRANSPORTATION EXPANSION
Fora Landscape Architects1430 NE 65th StreetSeattle, WA 98115
t: 206-322-1732 w:fora.land
R-434301
1
2
3
3 TREE RETENTION PLAN
R-434317
DEVELOPMENT ENGINEERING
HBray 06/13/2025
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
”
TREE INVENTORY*
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
AN D R E W J RASM
U
S
S
E
N
N
O.739EXP.6 /2 6 /2 025
STA T E O F W A SHIN
G
T
O
N
L
A
N
D
S
CAPE A R C H I T ECT
RSD TRANSPORTATION EXPANSION
Fora Landscape Architects1430 NE 65th StreetSeattle, WA 98115
t: 206-322-1732 w:fora.land
R-434301
1
2
3
3 TREE RETENTION WORKSHEET
R-434318
DEVELOPMENT ENGINEERING
HBray 06/13/2025
Pa
r
k
A
v
e
N
o
r
t
h
North 5th Street
Ga
r
d
e
n
A
v
e
N
o
r
t
h
Ga
r
d
e
n
A
v
e
N
o
r
t
h
Pa
r
k
A
v
e
N
o
r
t
h
34
34
34
34
34 35 36
36
37
35
35
CO
M
CR
EE E
North 5th Street
LANDSCAPE IMPROVEMENTS LEGEND
34
Pa
r
k
A
v
e
N
o
r
t
h
34
3
4
34
34
34 3
5
36
36
37
3
5
3
5
SD
SD
SD
SD
SD
SD
SD
E
E
E
E
E
E
E
E
E
E
E
E
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CR E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E E E E E EEEEEEEEEE E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
North 5th Street
0'
SCALE:
N
80'40'20'10'
1"=20'-0"
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
AN D R E W J RASM
U
S
S
E
N
N
O.739EXP.6 /2 6 /2 025
STA T E O F W A SHIN
G
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RSD TRANSPORTATION EXPANSION
Fora Landscape Architects1430 NE 65th StreetSeattle, WA 98115
t: 206-322-1732 w:fora.land
R-434301
1
2
3
3 LANDSCAPE PLAN4
R-434319
DEVELOPMENT ENGINEERING
HBray 06/13/2025
SYMBOL BOTANICAL / COMMON NAME SIZE CONDITION / REMARKS
DECIDUOUS TREES
ACER PLATANOIDES `EMERALD QUEEN` / EMERALD QUEEN NORWAY MAPLE MIN. 2" CAL., 10`-12` MIN. HT.MATCHED, B&B., WELL BRANCHED ABOVE 6`HT.
ACER PLATANOIDES 'COLUMNARE' / COLUMNAR NORWAY MAPLE MIN. 2" CAL., 10`-12` MIN. HT.MATCHED, B&B., WELL BRANCHED ABOVE 6`HT.
ACER RUBRUM `OCTOBER GLORY` / OCTOBER GLORY MAPLE MIN. 2" CAL., 10`-12` MIN. HT.MATCHED, B&B., WELL BRANCHED ABOVE 6`HT.
PARROTIA PERSICA (MULTI-STEM) / PERSIAN PARROTIA MIN. 2" CAL., 10`-12` MIN. HT.MATCHED, B&B., WELL BRANCHED ABOVE 6`HT.
ZELKOVA SERRATA 'JFS-KW1' TM / CITY SPRITE ZELKOVA MIN. 2" CAL., 10`-12` MIN. HT.MATCHED, B&B., WELL BRANCHED ABOVE 6`HT.
EVERGREEN TREES
PSEUDOTSUGA MENZIESII `GRACEFUL GRACE` / GRACEFUL GRACE DOUGLAS FIR MIN. 8`-10` HT.FULL AND BUSHY TO BASE, B&B OR CONT.
SYMBOL BOTANICAL / COMMON NAME SIZE CONDITION/REMARKS
SHRUBS
BUXUS X `GREEN ICE` / GREEN ICE BOXWOOD MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
CALLUNA VULGARIS `SPRING TORCH` / SCOTCH HEATHER MIN. 1 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
CORNUS STOLONIFERA `KELSEYI` / KELSEY DOGWOOD MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
ERICA CARNEA `RUBINTEPPICH` / RUBINTEPPICH WINTER HEATH MIN. 1 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
FOTHERGILLA GARDENII / DWARF FOTHERGILLA MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
HYDRANGEA QUERCIFOLIA `PEE WEE` / OAKLEAF HYDRANGEA MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
ILEX CRENATA `SOFT TOUCH` / SOFT TOUCH JAPANESE HOLLY MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
NANDINA DOMESTICA `GULF STREAM` / GULF STREAM HEAVENLY BAMBOO MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
PHYSOCARPUS CAPITATUS / PACIFIC NINEBARK MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
PIERIS JAPONICA 'CAVATINE' / DWARF LILLY-OF-THE-VALLEY SHRUB MIN. 18"-24" HT./SPD.FULL & BUSHY, SPACING AS SHOWN ON PLAN
PINUS MUGO `ALLEN` / ALLEN DWARF MOUNTAIN PINE MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
SYMPHORICARPOS ALBUS / COMMON WHITE SNOWBERRY MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
VIBURNUM DAVIDII / DAVID VIBURNUM MIN. 5 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
ACCENTS
LIRIOPE MUSCARI `ROYAL PURPLE` / ROYAL PURPLE LILYTURF MIN. 1 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
GRASSES AND SEDGES
CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER` / FEATHER REED GRASS MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
HELICTOTRICHON SEMPERVIRENS / BLUE OAT GRASS MIN. 2 GAL. CONTAINER FULL & BUSHY, SPACING AS SHOWN ON PLAN
GROUND COVER AREAS
MAHONIA REPENS / CREEPING MAHONIA MIN. 1 GAL. CONTAINER 12" O.C. TRIANG. SPAC., START FIRST ROW 8" FROM EDGE, FULL & BUSHY
PLANT SCHEDULE
PLANTING NOTES
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
AN D R E W J RASM
U
S
S
E
N
N
O.739EXP.6 /2 6 /2 025
STA T E O F W A SHIN
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A
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CAPE A R C H I T ECT
RSD TRANSPORTATION EXPANSION
Fora Landscape Architects1430 NE 65th StreetSeattle, WA 98115
t: 206-322-1732 w:fora.land
R-434301
1
2
3
3 PLANTING SCHEDULE & DETAILS
SHRUB PLANTING1
DECIDUOUS TREE PLANTING2
CONIFEROUS TREE PLANTING4
BIKE RACK3
5
R-434320
DEVELOPMENT ENGINEERING
HBray 06/13/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
AN D R E W J RASM
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N
O.739EXP.6 /2 6 /2 025
STA T E O F W A SHIN
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A
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CAPE A R C H I T ECT
RSD TRANSPORTATION EXPANSION
Fora Landscape Architects1430 NE 65th StreetSeattle, WA 98115
t: 206-322-1732 w:fora.land
R-434301
1
2
3
3 SITE DETAILS
8' HT ORNAMENTAL FENCE4
ELEVATION
2"
4"
312"
312" MIN
SECTION
ATTACHMENT BRACKET3CONCRETE SEATWALL WITH CAP
C D
2', TYP.1'
18
"
U
N
L
E
S
S
N
O
T
E
D
ON
P
L
A
N
S
6
L4.00
3/
4
"
B
3
L1.02
3
L1.02
2
8' HT. CHAIN LINK FENCE1
DOUBLE SWING CHAIN LINK GATE6
ELEVATION
ORNAMENTAL DOUBLE SWING GATE7
ORNAMENTAL GATE WITH PANIC HARDWARE5
5
R-434321
DEVELOPMENT ENGINEERING
HBray 06/13/2025
34
3
4
34
34
34 3
5
36
36
37
3
5
35
SD
SD
SD
SD
SD
SD
SD
E
E
E
E
E
E
E
E
E
E
E
E
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
M
CO
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CR E
E
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E
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E
E E E E E EEEEEEEEEE E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
C
2"
3"
4"
4"
2"
4"4"
C
4"
Pa
r
k
A
v
e
N
o
r
t
h
North 5th Street
Ga
r
d
e
n
A
v
e
N
o
r
t
h
Ga
r
d
e
n
A
v
e
N
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t
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Pa
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A
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34
34
34
34
34 35 36
36
37
35
35
CO
M
CR
EE E
X
X
C
2"
3"
4"
4"
2"
4"4"
4"
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL
TORO 570Z-06P-PR ADJ SERIES
SHRUB SPRAY, 6IN. POP-UP, WITH BUILT IN-RISER
PRESSURE REGULATOR. ALSO INCLUDES THE ZERO
FLUSH WIPER SEAL. 1/2IN. FEMALE-THREADED INLET.
91 30 1/L2.01
TORO 570Z-06P-PR STRIP SERIES
SHRUB SPRAY, 6IN. POP-UP, WITH BUILT IN-RISER
PRESSURE REGULATOR. ALSO INCLUDES THE ZERO
FLUSH WIPER SEAL. 1/2IN. FEMALE-THREADED INLET.
54 30 1/L2.01
TORO 570S-FB-PC
PRESSURE-COMPENSATING FLOOD BUBBLER NOZZLE ON
570S FIXED RISER. 0.25 GPM, 0.5 GPM, 1.0 GPM, AND 2.0
GPM.
1 30 1/L2.01
SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL
WEATHERMATIC MAX-DW-XPR
PLASTIC REMOTE CONTROL VALVE WITH PRESSURE
REGULATOR, 1IN., 1-1/2IN., 2IN. SIZE AS NOTED.
3 3/L2.01
RAIN BIRD 5-RC
1IN. BRASS QUICK-COUPLING VALVE, WITH
CORROSION-RESISTANT STAINLESS STEEL SPRING,
THERMOPLASTIC RUBBER COVER, AND 1-PIECE BODY.
1
NIBCO T-580-S6-R-66-LL
STAINLESS STEEL BALL VALVE SHUT OFF VALVE
4 4/L2.01
IRRIGATION LATERAL LINE: PVC SCHEDULE 40
SEE PLAN FOR SIZE. UNLABELED SECTIONS SHALL MATCH
THE SIZE NOTED OF THE ADJACENT UPSTREAM PIPE.
MINIMUM PIPE SIZE AT END OF LATERAL RUNS SHALL BE
3/4".
1,476 LF 2/L2.01
IRRIGATION MAINLINE: PVC SCHEDULE 40
SEE PLAN FOR SIZE. MINIMUM 2" UNLESS NOTED
OTHERWISE. SEE SPECIFICATIONS FOR MINIMUM BURIAL
DEPTH.
441.1 LF 2/L2.01
PIPE SLEEVE: PVC SCHEDULE 40
SEE PLAN FOR SIZE. 4" DIAMETER UNLESS OTHERWISE
INDICATED ON PLAN. TO BE INSTALLED BY LANDSCAPE
CONTRACTOR AT DEPTHS SPECIFIED.
133.7 LF 2/L2.01
IRRIGATION SCHEDULE
0'
SCALE:
N
80'40'20'10'
1"=20'-0"
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
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0
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7
9
TE
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4
3
4
3
C2
5
0
0
1
1
0
4
RSD TRANSPORTATION EXPANSION
R-434301
1
2
3
3 IRRIGATION PLAN & SCHEDULE
R-434322R-434322
DEVELOPMENT ENGINEERING
HBray 06/13/2025
IRRIGATION NOTES FOR IMPROVEMENTS TO EXISTING:
NUMBER MODEL SIZE TYPE GPM DESIGN PSI PRECIP
1A WEATHERMATIC MAX-DW-XPR 1-1/2"SHRUB SPRAY 36.4 30 1.64 in/h
2A WEATHERMATIC MAX-DW-XPR 1-1/2"SHRUB SPRAY 40.41 30 2.05 in/h
7 WEATHERMATIC MAX-DW-XPR 1-1/2"SHRUB SPRAY 5.64 30 1.25 in/h
VALVE SCHEDULE
IRRIGATION NOTES:
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
LU
A
2
4
-
0
0
0
3
7
6
PR
2
4
-
0
0
0
0
7
9
TE
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0
-
4
3
4
3
C2
5
0
0
1
1
0
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AN D R E W J RASM
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S
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N
N
O.739EXP.6 /2 6 /2 025
STA T E O F W A SHIN
G
T
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N
L
A
N
D
S
CAPE A R C H I T ECT
RSD TRANSPORTATION EXPANSION
Fora Landscape Architects1430 NE 65th StreetSeattle, WA 98115
t: 206-322-1732 w:fora.land
R-434301
1
2
3
3 IRRIGATION NOTES & DETAILS
IRRIGATION HEAD1 PIPE TRENCHING AND BAC.FILL2
REMOTE CONTROL VALVE - WITH SHUT-OFF3 ISOLATION / SHUT-OFF VALVE4
R-434323
5
R-434323
DEVELOPMENT ENGINEERING
HBray 06/13/2025
T
J
CLNG
J
J
CR
1
E-001
SECTION IDENTIFIER
REVISION TAG
DETAIL OR DRAWING IDENTIFIER
EQUIPMENT IDENTIFIER
SHEET NOTE
RACEWAY SYMBOLS
REFERENCE SYMBOLS
EXISTING ELECTRICAL WORK
NEW ELECTRICAL WORK
ENLARGED PLAN BORDER
MATCHLINE
ITEM TO BE REMOVED
AREA NOT IN CONTRACT
CONDUIT IN CEILING OR WALL
CONDUIT IN FLOOR OR BELOW GRADE
HOME RUN TO BRANCH CIRCUIT PANELBOARD
4PN-102/1,3,5
DIAGRAM SYMBOLS
POWER SYMBOLS
GF
M
CIRCUIT BREAKER
GROUND FAULT RELAY
METER
TRANSFORMER
GROUND
CURRENT TRANSFORMER
CABLE TRAY - LADDER TYPE
SECURITY SYMBOLS
LIGHTING SYMBOLS
CAMERA
CARD READER
ELECTRIC LOCK
JUNCTION BOX
JUNCTION BOX CEILING
JUNCTION BOX FLOOR
TRANSFORMER
SAFETY DISCONNECT SWITCH (FUSED)
PANELBOARD
EQUIPMENT CONNECTION. REFER TO
MOTOR AND EQUIPMENT SCHEDULE FOR
REQUIREMENTS
1
1
E-001
AHU-XXX
E3.1 MATCHLINE ARROW
SPD
TVSS
SURGE PROTECTIVE DEVICE
TRANSIENT VOLTAGE SURGE SUPPRESSOR
TRANSFER SWITCH
FAULT CURRENT TAG
FUSED SWITCH
SINGLE POLE SINGLE THROW SWITCH
FUSE
EL
1
NORTH ARROW
XX.XKAIC
SITE LIGHT POLE
SAFETY DISCONNECT SWITCH (NON-FUSED)
ELECTRICAL SHEET LIST
E001 ELECTRICAL LEGEND
E002 ELECTRICAL ABBREVIATIONS AND NOTES
E301 ELECTRICAL SITE PLAN
E302 ELECTRICAL SITE PLAN - LIGHTING CALCULATIONS
E801 ELECTRICAL ONE-LINE DIAGRAM
E901 ELECTRICAL DETAILS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RSD TRANSPORTATION EXPANSION
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
PR
2
4
-
0
0
0
0
7
9
LU
A
2
4
-
0
0
0
3
7
6
ELECTRICAL LEGEND E001
24 OF 30
T-434301
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DEVELOPMENT ENGINEERING
HBray 06/13/2025
ABBREVIATIONS:
1P 1 POLE (2P, 3P, 4P, ETC.)
A AMPERE
AC ABOVE COUNTER
ACLG ABOVE CEILING
ADO AUTOMATIC DOOR OPENER
AF AMP FRAME
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AFI ARC FAULT CIRCUIT INTERRUPTER
AHU AIR HANDLING UNIT
AL ALUMINUM
ALT ALTERNATE
AMP AMPERE
AMPL AMPLIFIER
ANNUN ANNUNCIATOR
APPROX APPROXIMATELY
AQ-STAT AQUASTAT
ARCH ARCHITECT, ARCHITECTURAL
AS AMP SWITCH
AT AMP TRIP
ATS AUTOMATIC TRANSFER SWITCH
AUTO AUTOMATIC
AUX AUXILIARY
AV AUDIO VISUAL
AWG AMERICAN WIRE GAUGE
BATT BATTERY
BD BOARD
BLDG BUILDING
BMS BUILDING MANAGEMENT SYSTEM
C CONDUIT
CAB CABINET
CAT CATALOG
CATV CABLE TELEVISION
CB CIRCUIT BREAKER
CCTV CLOSED CIRCUIT TELEVISION
CCT CIRCUIT
CLG CEILING
COMB COMBINATION
CMPR COMPRESSOR
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUATION OR CONTINUOUS
CONTR CONTRACTOR
CONV CONVECTOR
CP CIRCULATING PUMP
CRT CATHODE-RAY TUBE
CT CURRENT TRANSFORMER
CTR CENTER
CU COPPER
DCP DOMESTIC WATER CIRCULATING PUMP
DEPT DEPARTMENT
DET DETAIL
DIA DIAMETER
DISC DISCONNECT
DIST DISTRIBUTION
DN DOWN
DPR DAMPER
DS SAFETY DISCONNECT SWITCH
DT DOUBLE THROW
DWG DRAWING
EC ELECTRICAL CONTRACTOR
ELEC ELECTRIC, ELECTRICAL
ELEV ELEVATOR
ELU EMERGENCY LIGHTING UNIT
EM EMERGENCY
EMS ENERGY MANAGEMENT SYSTEM
EMT ELECTRICAL METALLIC TUBING
EP ELECTRIC PNEUMATIC
EQUIP EQUIPMENT
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXH EXHAUST
EXP EXPLOSION PROOF
FA FIRE ALARM
FABP FIRE ALARM BOOSTER POWER
FACP FIRE ALARM CONTROL PANEL
FCU FAN COIL UNIT
FIXT FIXTURE
FLR FLOOR
FLUOR FLUORESCENT
FU FUSE
FUDS FUSED SAFETY DISCONNECT SWITCH
GA GAUGE
GAL GALLON
GALV GALVANIZED
GC GENERAL CONTRACTOR
GEN GENERATOR
G,GFI GROUND FAULT CIRCUIT INTERRUPTER
GFP GROUND FAULT PROTECTOR
GND GROUND
GRS GALVANIZED RIGID STEEL (CONDUIT)
GYP BD GYPSUM BOARD
HOA HANDS-OFF-AUTOMATIC SWITCH
HORIZ HORIZONTAL
HP HORSEPOWER
HPF HIGH POWER FACTOR
HT HEIGHT
HTG HEATING
HTR HEATER
HV HIGH VOLTAGE
HVAC HEATING, VENTILATING AND AIR
CONDITIONING
IC INTERRUPTING CAPACITY
IG ISOLATED GROUND
IMC INTERMEDIATE METAL CONDUIT
INCAND INCANDESCENT
IR INFRARED
I/W INTERLOCK WITH
J-BOX JUNCTION BOX
KV KILOVOLT
KVA KILOVOLT-AMPERE
KVAR KILOVOLT-AMPERE REACTIVE
KW KILOWATT
KWH KILOWATT HOUR
LOC LOCATE OR LOCATION
LT LIGHT
LTG LIGHTING
LTNG LIGHTNING
LV LOW VOLTAGE
MAX MAXIMUM
MAG.S MAGNETIC STARTER
M/C MOMENTARY CONTACT
MC MECHANICAL CONTRACTOR
MCB MAIN CIRCUIT BREAKER
MCC MOTOR CONTROL CENTER
MDC MAIN DISTRIBUTION CENTER
MDP MAIN DISTRIBUTION PANEL
MFR MANUFACTURER
MFS MAIN FUSED DISCONNECT SW
MH MANHOLE
MIC MICROPHONE
MIN MINIMUM
MISC MISCELLANEOUS
MLO MAIN LUGS ONLY
MMS MANUAL MOTOR STARTER
MOA MULTIOUTLET ASSEMBLY
MSP MOTOR STARTER PANELBOARD
MSBD MAIN SWITCHBOARD
MT MOUNT
MT.C EMPTY CONDUIT
MTS MANUAL TRANSFER SWITCH
MTR MOTOR, MOTORIZED
N.C. NORMALLY CLOSED
NEC NATIONAL ELECTRICAL CODE
NEMA NATIONAL ELECTRICAL
MANUFACTURER'S ASSOCIATION
NFDS NON-FUSED SAFETY DISCONNECT SWITCH
NIC NOT IN CONTRACT
NL NIGHT LIGHT
N.O. NORMALLY OPEN
NPF NORMAL POWER FACTOR
NTS NOT TO SCALE
OH OVERHEAD
OL OVERLOADS
PA PUBLIC ADDRESS
PB PULL BOX OR PUSHBUTTON
PE PNEUMATIC ELECTRIC
PED PEDESTAL
PF POWER FACTOR
PH PHASE
PIV POST INDICATING VALVE
PNL PANEL
PP POWER POLE
PR PAIR
PRI PRIMARY
PROJ PROJECTION
PRV POWER ROOF VENTILATOR
PT POTENTIAL TRANSFORMER
PVC POLYVINYL CHLORIDE (CONDUIT)
PWR POWER
QUAN QUANTITY
RCPT RECEPTACLE
REQD REQUIRED
RM ROOM
RSC RIGID STEEL CONDUIT
RTU ROOF TOP UNIT
SC SURFACE CONDUIT
SEC SECONDARY
SHT SHEET
SIM SIMILAR
S/N SOLID NEUTRAL
SPEC SPECIFICATION
SPKR SPEAKER
SP SPARE
SR SURFACE RACEWAY
SS STAINLESS STEEL
SSW SELECTOR SWITCH
S/S STOP/START PUSHBUTTONS
STA STATION
STD STANDARD
SURF SURFACE MOUNTED
SW SWITCH
SWBD SWITCHBOARD
SYM SYMMETRICAL
SYS SYSTEM
TEL TELEPHONE
TEL/DATA TELEPHONE/DATA
TERM TERMINAL
TL TWIST LOCK
TR TAMPER RESISTANT
T-STAT THERMOSTAT
TTC TELEPHONE TERMINAL CABINET
TV TELEVISION
TVTC TELEVISION TERMINAL CABINET
TYP TYPICAL
UC UNDER COUNTER
UE UNDERGROUND ELECTRICAL
UG UNDERGROUND
UH UNIT HEATER
UNO UNLESS NOTED OTHERWISE
UT UNDERGROUND TELEPHONE
UTIL UTILITY
UV ULTRAVIOLET
V VOLT
VA VOLT-AMPERES
VDT VIDEO DISPLAY TERMINAL
VERT VERTICAL
VFD VARIABLE FREQUENCY DRIVE
VOL VOLUME
W WATT
W/ WITH
WG WIRE GUARD
WH WATER HEATER
W/O WITHOUT
WP WEATHERPROOF
XFMR TRANSFORMER
XFR TRANSFER
∠ ANGLE
# AT
Ÿ DELTA
' FEET
" INCHES
# NUMBER
Ø PHASE
C CENTER LINE
P PLATE
ELECTRICAL GENERAL NOTES:
GENERAL:
1.COORDINATE ELECTRICAL WORK WITH MECHANICAL,
ARCHITECTURAL, STRUCTURAL, CIVIL AND LANDSCAPE
WORK SHOWN ON OTHER CONTRACT DOCUMENTS.
PROVIDE ADDITIONAL OFFSETS FOR COORDINATED
INSTALLATION WHERE REQUIRED.
2.FIELD COORDINATE FINAL MECHANICAL AND EQUIPMENT
LOCATIONS ALONG WITH CONNECTION REQUIREMENTS
AND CONTROL WIRING PRIOR TO ROUGH-IN.
3.CONTRACTOR IS RESPONSIBLE FOR PROVIDE ALL LINE
VOLTAGE CIRCUITING AND CONNECTIONS TO
MECHANICAL EQUIPMENT, PACKAGED UNITS, CONTROL
PANELS, MOTOR STARTERS, MOTOR CONTROLLERS,
VARIABLE FREQUENCY DRIVES AND SIMILAR EQUIPMENT.
COORDINATE ADDITIONAL REQUIREMENTS WITH
CONTROLS CONTRACTOR.
4.COORDINATE EQUIPMENT CONNECTIONS WITH
MANUFACTURERS' CERTIFIED DRAWINGS.
5.COORDINATE ELECTRICAL, COMMUNICATIONS, AND
ELECTRONIC SAFETY AND SECURITY WORK PRIOR TO
INSTALLATION. EQUIPMENT ACCESS TAKES PRECEDENCE
OVER CONDUIT FOR AVAILABLE SPACE.
6.WHERE USED, THE TERM “PROVIDE” SHALL MEAN
“FURNISH AND INSTALL”.
7.PROVIDE CONDUCTORS OPERATING AT 50 VOLTS OR
GREATER IN RACEWAY. PROVIDE METAL RACEWAY
WITHIN THE STRUCTURE ABOVE THE FLOOR SLAB.
PROVIDE PVC RACEWAY BELOW THE FLOOR SLAB AND
UNDERGROUND RACEWAY OUTSIDE THE STRUCTURE.
8.CONDUIT AND WIRE IS NOT PERMITTED TO BE INSTALLED
BELOW FLOOR SLAB UNLESS INDICATED ON PLAN BY
DASHED CONDUIT.
9.LEAVE THE SITE CLEAN AND READY FOR OCCUPANCY.
REMOVE DIRT, DEBRIS, EMPTY CARTONS, TOOLS,
CONDUIT AND WIRE SCRAPS AND MISCELLANEOUS
SPARE EQUIPMENT AND MATERIALS USED IN THIS
DIVISION OF THE WORK DURING CONSTRUCTION.
COMPONENTS SHALL BE FREE OF DUST, GRIT AND
FOREIGN MATERIALS AND LEFT AS NEW BEFORE FINAL
ACCEPTANCE OF WORK.
10.PERFORM WORK TO COMPLY WITH THE STANDARD
PRACTICES FOR GOOD WORKMANSHIP PUBLISHED BY
NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION
(NECA). COMPLY WITH THE LATEST ENFORCED EDITION
OF THE NATIONAL ELECTRICAL CODE (NEC), LOCAL
CODES, AMENDMENTS, AND ORDINANCES.
11.PERFORM ELECTRICAL WORK UNDER THE SUPERVISION
OF A LICENSED MASTER ELECTRICIAN. PROCURE
PERMITS AND LICENSES AND PAY FEES ASSOCIATED
WITH THIS WORK.
12.CONTRACTOR IS RESPONSIBLE FOR SUBMITTING ALL
DOCUMENTATION REQUIRED TO CITY OF RENTON FOR
PERMITTING. COORDINATE WITH ENGINEER FOR ANY
ADDITIONAL DOCUMENTATION.
13.PROVIDE NEW, COMMERCIAL GRADE MATERIALS
FURNISHED FOR THIS PROJECT THAT ARE FREE OF
DEFECTS, AND LISTED BY A NATIONALLY RECOGNIZED
TESTING LABORATORY UNO.
14.CONTRACTOR IS RESPONSIBLE FOR WIRING ELECTRICAL
ITEMS SHOWN ON DRAWINGS.
15.PROVIDE 4" MINIMUM CONCRETE BASES (HOUSEKEEPING
PADS) UNDER FLOOR MOUNTED ELECTRICAL
EQUIPMENT. THIS INCLUDES, BUT IS NOT LIMITED TO
SWITCHBOARDS, GENERATORS, TRANSFORMERS, AND
MOTOR CONTROL CENTERS. COMPLY WITH
REQUIREMENTS FOR EQUIPMENT BASES AND
FOUNDATIONS SPECIFIED IN DIVISION 03.
16.COORDINATE ATTACHMENTS TO STRUCTURE TO VERIFY
THAT ATTACHMENT POINTS ON EQUIPMENT AND
STRUCTURE CAN ACCEPT SEISMIC, WEIGHT, AND OTHER
LOADS IMPOSED.
17.MAINTAIN INDICATED FIRE AND SMOKE RATING OF
WALLS, PARTITIONS, CEILINGS, AND FLOORS AT
ELECTRICAL PENETRATIONS. SEAL PENETRATIONS WITH
FIRESTOP MATERIAL. PROVIDE MATERIAL IN
ACCORDANCE WITH ASTM E 814 AND UL 1479 3M OR
APPROVED. COMPLY WITH REQUIREMENTS SPECIFIED IN
DIVISION 07.
18.PROVIDE FIREBLOCKING AND DRAFT STOPPING AT
ELECTRICAL PENETRATIONS IN COMBUSTIBLE
CONCEALED SPACES PER THE INTERNATIONAL BUILDING
CODE.
19.REFER TO TYPICAL DETAILS PROVIDED IN THIS DRAWING
SET FOR EQUIPMENT INSTALLATION. CONTRACTOR IS
RESPONSIBLE FOR CONFORMANCE WITH DETAILS.
20.LOCATIONS AND SIZES OF FLOOR, WALL, AND ROOF
OPENINGS SHALL BE COORDINATED WITH OTHER
TRADES INVOLVED. INCLUDE IN THE COST OF
ELECTRICAL WORK, CUTTING, CORING, PATCHING AND
PAINTING OF EXISTING WALLS, CEILINGS, FLOORS AND
ROOFS AS REQUIRED TO ACCOMMODATE WORK AS
INDICATED IN THE ELECTRICAL CONTRACT DOCUMENTS,
UNLESS SPECIFICALLY SHOWN ON ARCHITECTURAL
DRAWINGS.
21.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
SAFEKEEPING OF THEIR OWN PROPERTY ON THE JOB
SITE. OWNER ASSUMES NO RESPONSIBILITY FOR
PROTECTION OF PROPERTIES AGAINST FIRE, THEFT AND
ENVIRONMENTAL CONDITIONS.
22.CLEAN THE JOB SITE DAILY AND REMOVE FROM THE
PREMISES ANY DIRT AND DEBRIS CAUSE BY THE
PERFORMANCE OF THE WORK INCLUDED IN THIS
CONTRACT. BEFORE SUBSTANTIAL COMPLETION, CLEAN
EQUIPMENT, FIXTURES, EXPOSED CONDUIT AND SIMILAR
ITEMS.
23.PROVIDE EQUIPMENT THAT FITS INTO THE SPACE
ALLOTTED AND ALLOWS ADEQUATE ACCEPTABLE
CLEARANCE FOR INSTALLATION, REPLACEMENT, ENTRY,
SERVICING AND MAINTENANCE. COORDINATE WITH
OTHER TRADES TO ENSURE NO CONFLICT WITH
REQUIRED CLEARANCES.
24.BUILDING SPACE IS LIMITED. STRONG ATTENTION TO
DETAIL AND CARE MUST BE TAKEN WHEN DEVELOPING
SHOP DRAWING SO ROUTING IS COORDINATED WITH
OTHER DISCIPLINES.
25.MATERIALS WITHIN PLENUMS SHALL BE
NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD
INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED
INDEX OF NOT MORE THAN 50 WHEN TESTED IN
ACCORDANCE WITH ASTM E 84 OR UL 723.
EXISTING ELECTRICAL:
1.WORK SHALL BE PERFORMED IN A CLEAN AND
WORKMANLIKE MANNER. CARE SHALL BE EXERCISED TO
MINIMIZE ANY INCONVENIENCE OR DISTURBANCE TO
OTHER AREAS OF THE BUILDING WHICH ARE TO REMAIN
IN OPERATION. ISOLATE WORK AREAS BY MEANS OF
TEMPORARY PARTITIONS AND/OR TARPS TO KEEP DUST
AND DIRT WITHIN THE CONSTRUCTION AREA.
2.EXISTING MATERIALS THAT ARE REMOVED SHALL NOT BE
REUSED IN NEW SYSTEMS, EXCEPT WHERE INDICATED
AS BEING RELOCATED.
3.WHERE INDICATED, CONDUIT OR PORTIONS OF CONDUIT
SHALL BE REUSED. REFER TO DRAWING PLANS FOR
POINTS OF CONNECTIONS.
4.PROVIDE TEMPORARY SUPPORT OF EXISTING
ELECTRICAL SYSTEMS WHERE REQUIRED BY
DEMOLITION OR ALTERATION OF EXISTING STRUCTURE
DURING CONSTRUCTION. COORDINATE WITH GENERAL
CONTRACTOR AND PROVIDE ALL NECESSARY CONDUIT
AND EQUIPMENT SUPPORTS AND HANGERS TO MAINTAIN
INTEGRITY, SAFETY AND PROPER OPERATION OF
EXISTING ELECTRICAL SYSTEMS FOR THE DURATION OF
THE WORK.
DEMOLITION:
1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
COORDINATE DEMOLITION/INSTALLATION OF ELECTRICAL
SYSTEMS AND THOSE REQUIRING ELECTRICAL
CONNECTIONS TO MAINTAIN NEC REQUIRED
CLEARANCES, INCLUDED BY NOT LIMITED TO AREAS
ABOVE ACCESSIBLE CEILINGS.
2.COORDINATE WITH OTHER TRADES FOR PROPER
DEMOLITION OF EQUIPMENT. CONSULT THE DRAWINGS
OF OTHER TRADES OR CRAFTS TO AVOID CONFLICTS
WITH EQUIPMENT, ETC. RESOLVE CONFLICTS PRIOR TO
ROUGH-IN AND AT NO ADDITIONAL COST TO THE OWNER.
3.TAKE CAUTION IN DEMOLITION OF ELECTRICAL
EQUIPMENT.
4.CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF
ALL CONDUIT AND EQUIPMENT INDICATED ON DRAWINGS
INCLUDING ALL ASSOCIATED HANGERS, WIREMOLD,
WIRING, DEVICES, CONTROLS, AND APPURTENANCES
ASSOCIATED WITH EACH PIECE OF EQUIPMENT.
5.EXISTING CONTROL PATHWAYS MAY BE RE-USED.
COORDINATE CONTROLS DEMO WORK PRIOR TO
DEMOLITION.
6.WHERE EXISTING ITEMS PENETRATE A WALL OR ROOF,
CONTRACTOR SHALL PROVIDE INFILL AT (E)
PENETRATIONS THROUGH WALL/ROOF WITH LIKE
MATERIALS. PATCH & REPAIR TO MATCH SURROUNDING
SURFACES INCLUDING PAINT.
7.CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT OF
EXISTING ELECTRICAL EQUIPMENT WHERE REQUIRED BY
DEMOLITION OR ALTERATION OF EXISTING STRUCTURE
DURING CONSTRUCTION. COORDINATE WITH GC AND
PROVIDE NECESSARY SUPPORTS AND HANGERS TO
MAINTAIN INTEGRITY, SAFETY AND PROPER OPERATION
OF EXISTING ELECTRICAL SYSTEMS.
8.THE OWNER HAS THE RIGHT TO RETAIN OWNERSHIP OF
ANY MATERIALS BEING REMOVED. DELIVER ITEMS TO
THE OWNER'S REPRESENTATIVE AS INDICATED IN THE
CONTRACT DOCUMENTS. NOTIFY OWNER IN WRITING AT
LEAST 7 DAYS IN ADVANCE OF DEMOLITION.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RSD TRANSPORTATION EXPANSION
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ELECTRICAL ABBREVIATIONS
AND NOTES
E002
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PANEL:1H1 REVISED
LOCATION:SERVICE BLDG MANUFACTURER:SQUARE D VOLTAGE:480Y/277V AIC RATING:14K
SUPPLY FROM:MSB CAT. #NF PHASES:3 MAINS TYPE:MAIN CIRCUIT BREAKER
MOUNTING:SURFACE WIRES:4 MAINS RATING:400A
NEMA RATING:TYPE 1 NEUTRAL RATING:100%
BUSSING:CU
CCT CIRCUIT DESCRIPTION RATING POLES A (kVA)B (kVA)C (kVA)POLES RATING CIRCUIT DESCRIPTION CCT
1 LIGHTING PARKING LOT 20 A 1 1.85 1.54 1 20 A LIGHTING PARKING LOT 2
3 LIGHTING PARKING LOT 20 A 1 3.08 3.08 1 20 A LIGHTING PARKING LOT 4
5 LIGHTING PARKING LOT 20 A 1 3.39 1.23 1 20 A LIGHTING PARKING LOT 6
7 LIGHTING PARKING LOT (NOTE 1)20 A 1 0.99 0.67 1 20 A LIGHTING PARKING LOT 8
9 LIGHTING PARKING LOT (NOTE 1)20 A 1 0.99 0.76 1 20 A LIGHTING PARKING LOT 10
11 SPARE 20 A 1 0.00 0.75 1 20 A LIGHTING PARKING LOT 12
13 SPARE 20 A 1 0.00 0.62 1 20 A LIGHTING PARKING LOT 14
15 SPARE 20 A 1 0.00 0.31 1 20 A LIGHTING PARKING LOT 16
17 SPARE 20 A 1 0.00 0.31 1 20 A LIGHTING PARKING LOT 18
19 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 20
21 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 22
23 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 24
25 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 26
27 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 28
29 SPARE 20 A 1 0.00 0.00 1 20 A SPARE 30
31 SUB BREAKER XFMR-1L8 20 A 3 0.00 0.00 3 20 A SUB BREAKER XFMR-1L9 32
33 ---0.00 0.00 ---34
35 ---0.00 0.00 ---36
37 XFMR-1L8 175 A 3 22.13 36.45 3 175 A XFMR-1L9 (NOTE 1)38
39 ---22.13 36.97 ---40
41 ---22.13 41.08 ---42
TOTAL LOAD:80.89 kVA 83.44 kVA 85.01 kVA
TOTAL AMPS:291.90 A 301.10 A 306.76 A
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS
LIGHTING (125%)19.57 kVA 125%24.46 kVA
RECEPTACLES (<10kVA @ 100%)0.00 kVA 100%0.00 kVA TOTAL CONN. (kVA):249.35 kVA
RECEPTACLES (>10KVA @ 50%)0.00 kVA 50%0.00 kVA TOTAL EST. DEMAND (kVA):254.24 kVA
LARGEST MOTOR 0.00 kVA 125%0.00 kVA TOTAL CONN. (A):300.06 A
MOTORS 0.00 kVA 100%0.00 kVA TOTAL EST. DEMAND (A):305.95 A
KITCHEN EQUIPMENT 0.00 kVA 100%0.00 kVA
MISCELLANEOUS 229.78 kVA 100%229.78 kVA
EXISTING METERED LOAD 0.00 kVA 125%0.00 kVA
NOTES:
1. REVISED LOAD.
PANEL:1L9-EV REVISED
LOCATION:SERVICE BLDG MANUFACTURER:SQUARE D VOLTAGE:208Y/120V AIC RATING:10K
SUPPLY FROM:1H1 CAT. #NQ430L4C PHASES:3 MAINS TYPE:MAIN CIRCUIT BREAKER
MOUNTING:SURFACE WIRES:4 MAINS RATING:400A
NEMA RATING:TYPE 1 NEUTRAL RATING:100%
BUSSING:CU
CCT CIRCUIT DESCRIPTION RATING POLES A (kVA)B (kVA)C (kVA)POLES RATING CIRCUIT DESCRIPTION CCT
1 BUS EV CHARGER 100 A 2 7.80 7.80 2 100 A BUS EV CHARGER 2
3 ---7.80 7.80 ---4
5 EV-1 (NOTE 1)100 A 2 8.32 8.32 2 100 A EV-3 (NOTE 1)6
7 ---8.32 8.32 ---8
9 EV-2 (NOTE 1,2)100 A 2 8.32 8.32 2 100 A FUTURE EV (NOTE 1,2)10
11 ---8.32 8.32 ---12
13 FUTURE EV (NOTE 1,2)100 A 2 0.00 0.00 2 100 A FUTURE EV (NOTE 1,2)14
15 ---0.00 0.00 ---16
17 EV-ADA (NOTE 1,2)100 A 2 8.32 0.00 2 100 A FUTURE EV (NOTE 1,2)18
19 ---8.32 0.00 ---20
21 IRRIGATION CONTROLS 20 A 1 0.10 0.00 --SPACE 22
23 SPACE --0.00 0.00 --SPACE 24
25 SPACE --0.00 0.00 --SPACE 26
27 SPACE --0.00 0.00 --SPACE 28
29 SPACE --0.00 0.00 --SPACE 30
TOTAL LOAD:40.56 kVA 32.34 kVA 41.60 kVA
TOTAL AMPS:337.75 A 269.30 A 346.41 A
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS
LIGHTING (125%)0.00 kVA 125%0.00 kVA
RECEPTACLES (<10kVA @ 100%)0.00 kVA 100%0.00 kVA TOTAL CONN. (kVA):114.50 kVA
RECEPTACLES (>10KVA @ 50%)0.00 kVA 50%0.00 kVA TOTAL EST. DEMAND (kVA):114.50 kVA
LARGEST MOTOR 0.00 kVA 125%0.00 kVA TOTAL CONN. (A):318.06 A
MOTORS 0.00 kVA 100%0.00 kVA TOTAL EST. DEMAND (A):318.06 A
KITCHEN EQUIPMENT 0.00 kVA 100%0.00 kVA
MISCELLANEOUS 114.50 kVA 100%114.50 kVA
EXISTING METERED LOAD 0.00 kVA 125%0.00 kVA
NOTES:
1. REVISED CIRCUIT.
2. PROVIDE NEW 100A/2P BREAKER.
3. PROVIDE NEW 20A/2P BREAKER.
Switchboard:MSS REVISED
LOCATION:ELEC RM 202 MANFACTURER:SQUARE D VOLTAGE:480Y/277V AIC RATING:35K
SUPPLY FROM:UTILITY CAT. #-PHASES:3 MAINS TYPE:MAIN LUGS ONLY
MOUNTING:FLOOR WIRES:4 MAINS RATING:800A
NEMA RATING:TYPE 1 MCB RATING:
NEUTRAL RATING:100%
BUSSING:CU
CCT CIRCUIT DESCRIPTION # OF POLES FRAME SIZE TRIP RATING LOAD REMARKS
1 SPACE 3 --0.00 kVA
2 SPACE 3 --0.00 kVA
3 PBL 2H1X 3 150 A 100 A 0.00 kVA
4 SPARE 3 225 A 225 A 0.00 kVA
5 PNL 1H1 (NOTE 2)3 400 A 400 A 100.98 kVA
6 SPACE 3 --0.00 kVA
7 SPACE 3 --0.00 kVA
8 PNL DP2H2 3 400 A 400 A 0.00 kVA
9 SPARE 3 150 A 100 A 0.00 kVA
10 SPACE 3 --0.00 kVA
11 PNL DP2H1 3 400 A 400 A 0.00 kVA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS
LIGHTING (125%)0.00 kVA 125%0.00 kVA
RECEPTACLES (<10kVA @ 100%)0.00 kVA 100%0.00 kVA TOTAL CONN. (kVA):168.69 kVA
RECEPTACLES (>10KVA @ 50%)0.00 kVA 50%0.00 kVA TOTAL EST. DEMAND (kVA):185.62 kVA
LARGEST MOTOR 0.00 kVA 125%0.00 kVA TOTAL CONN. (A):202.90 A
MOTORS 0.00 kVA 100%0.00 kVA TOTAL EST. DEMAND (A):223.26 A
KITCHEN EQUIPMENT 0.00 kVA 100%0.00 kVA
MISCELLANEOUS 100.98 kVA 100%100.98 kVA
EXISTING METERED LOAD 67.71 kVA 125%84.64 kVA
NOTES:
1. EXISTING UTILITY DEMAND DATA: MAX READING JUNE 2024 OF 57.56 KW @ 0.85 PF = 67.71 KVA * 125% = 84.65 KVA
2. REVISED LOAD.
MOTOR EQUIPMENT AND WIRING SCHEDULE
ID DESCRIPTION
CIRCUIT INFORMATION VFD/VSD STARTER DISCONNECT
NOTESLOAD (HP)VOLT PH PANEL NO.CONDUIT & WIRE SIZE FURNISH INSTALL FURNISH INSTALL SIZE FUSE*FURNISH
EV-1 EV CHARGING STATION 0.00 HP 208 V 1 1L9-EV 5,7 SEE E1.00 ----100 A -DIV. 26
EV-2 EV CHARGING STATION 0.00 HP 208 V 1 1L9-EV 9,11 SEE E1.00 ----100 A -DIV. 26
EV-3 EV CHARGING STATION 0.00 HP 208 V 1 1L9-EV 6,8 SEE E1.00 ----100 A -DIV. 26
EV-ADA EV CHARGING STATION 0.00 HP 208 V 1 1L9-EV 17,19 SEE E1.00 ----100 A -DIV. 26
* COORDINATE FUSE SIZE PER MANUFACTURER'S RECOMMENDATIONS.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RSD TRANSPORTATION EXPANSION
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ELECTRICAL SCHEDULES E003
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X
X
X
X
X
X
X
X
X
X
1L9-EV
1H1/9
1H1/7
1H1/11
1H1/7
1H1/9
S1
S1
S1
S1
S1
EV-1
2
SERVICE BUILDING
ELECTRICAL ROOM
2
2
1
1
1 (2) 4"C
(3) 2"C
EV READY
DOUBLE HEAD
CHARGING
STATION
EV-2
EV-3
41H1/9
1H1/9
1H1/7
1H1/7
2" C
5
6
6
6
6
7
CR
9
9
9
9
EV READY
DOUBLE HEAD
CHARGING
STATION
EV READY
DOUBLE HEAD
CHARGING
STATION
EV DOUBLE
HEAD
CHARGING
STATION
EV DOUBLE
HEAD
CHARGING
STATION
EV DOUBLE
HEAD
CHARGING
STATION
3
3
3
3
EV CAPABLE
DOUBLE HEAD
CHARGING
STATION
EV CAPABLE
DOUBLE HEAD
CHARGING
STATION
EV CAPABLE
SINGLE HEAD
CHARGING
STATION
4
(6)1-1/2" C
(3) 1-1/2" C
EV-ADA
1
EV DOUBLE HEAD
CHARGING STATION
10
1L9-EV/21
1H1/11
1H1/11
S2
S2
12
11
SD
SD
SD
SD
SD
SD
SD
8
13
1" C
15
14
14
WAC 51-50-0429 EV CHARGING
INFRASTRUCTURE
OCCUPANCY TYPE GROUP B
# OF STAFF PARKING STALLS 45
# OF ACCESSIBLE PARKING STALLS 1
EV CHARGING STATIONS (10%)5
EV-READY PARKING SPACES (10%)5
EV-CAPABLE PARKING SPACES (10%)5
# OF EV CHARGING STATIONS 6
# OF EV-READY PARKING SPACES 6
# OF EV-CAPABLE PARKING SPACES 5
# OF ACCESSIBLE EV CHARGING PARKING SPACES 1
NOTES:
1)
PROVISIONS SHALL APPLY ONLY TO DESIGNATED EMPLOYEE PARKING SPACES
FOR GROUPS
A, E, AND M OCCUPANCIES.
2)
A MINIMUM 40-AMPERE DEDICATED 208/240V BRANCH CIRCUIT SHALL BE
INSTALLED FOR EACH
EV READY PARKING SPACE AND EV CHARGING STATION.
3)BRANCH CIRCUITS SHALL TERMINATE IN A JUNCTION BOX FOR EV READY PARKING
SPACES OR AT EV CHARGING STATIONS.
4)
RACEWAY CAPABLE OF ACCOMODATING A 40-AMPERE DEDICATED 208/240V
BRANCH CIRCUIT SHALL TERMINATE IN A JUNCTION BOX FOR EACH EV-CAPABLE
PARKING SPACE.
LUMINAIRE SCHEDULE
TYPE
CONSTRUCTION LIGHT SOURCE ELECTRICAL PRODUCT
NOTEDESCRIPTIONLENS/LOUVER MOUNTING LAMP LUMENS DOWN LUMENS UP CCT CRI BALLAST/DRIVER VOLTAGE WATTS EMERGENCY COMPONENT MANUFACTURER MODEL
S1 POLE LIGHT --POLE LED 13538 lm 0 lm 4000 K 80 REMOTE LED DRIVER, 0-10V 277 V 116 --KIM LIGHTING 1SA-WP9SA2-81L-450-4K8-4W-SQ-UNV-BLT-SCH-S
POLE: 22.5' HIGH 8.5" SQUARE ALUMINUM POLE.
STANDARD CAP, CAST ALUMINUM SMOOTH ROUND
BASE.
S2 12' LIGHT COLUMN --BOLLARD LED 10216 lm 0 lm 4000 K 80 REMOTE LED DRIVER, 0-10V 277 V 106 --SELUX MTRCL-12-4-4B30-40-BL-277-MS
ORIENT MOTION SENSOR PER DRAWINGS. INCLUDE
PHOTOCELL.
1L1X
1L101L12ELCP-21H1
XFMR 1L1XXFMR 1L8
1L81L9
T
T
FLAG NOTES:
PROVIDE (1) 1-1/2"C, 2#1, 1#6 FROM EV
CHARGING VAULT TO EV CHARGING STATION.
PROVIDE (1) 1-1/2"C, 2#4, 1#10 FROM EV
CHARGING VAULT TO EV READY PARKING SPACE
HAND HOLE. PROVIDE STUB-UP AND CAP FOR
FUTURE EV CHARGING STATION.
PROVIDE (1) 1-1/2"C WITH PULL STRING TO EV
CAPABLE HANDHOLE. PROVIDE STUB-UP AND
CAP FOR FUTURE EV CHARGING STATION.
PROVIDE OLDCASTLE PRECAST 233-BL VAULT
WITH 23-2436P NON-SKID COVER FOR EV
CHARGING VAULT.
PROVIDE ROUGH-IN FOR A FUTURE POLE
MOUNTED SECURITY CAMERA. COORDINATE
MOUNTING HEIGHT WITH OWNER PRIOR TO
INSTALLATION. PROVIDE 1" CONDUIT FROM NEW
LIGHT POLE BASE TO EXISTING POLE BASE
DENOTED BY FLAG NOTE 7 AND INTERCEPT
EXISTING SECURITY CAMERA CONDUIT. PROVIDE
PULLSTRING IN NEW AND EXISTING CONDUIT
BACK TO MDF ROOM.
EXISTING LIGHT POLE.
EXISTING SECURITY CAMERA MOUNT ON LIGHT
POLE.
PROVIDE OFCI CARD READER AND CFCI
ELECTRIC LOCK MOUNTED ON GATE. SEE DETAIL
3/E9.01. PROVIDE CONDUIT TO EXISTING ACCESS
CONTROL GATE HARDWARE NEAR BUILDING.
PROVIDE AND ROUTE CABLING IN NEW AND
EXISTING CONDUIT BACK TO MDF ROOM.
INTEGRATE CARD READER AND ELECTRIC LOCK
INTO EXISTING BUILDING ACCESS CONTROL
SYSTEM. REFER TO PHOTOS ON SHEET E9.01
FOR ADDITIONAL INFORMATION.
CIRCUIT NEW LUMINAIRES TO EXISTING
LIGHTING CIRCUIT ON PANEL 1H1. INTERCEPT
AND EXTEND EXISTING CONDUIT AND
CIRCUITING FROM EXISTING LIGHT POLES TO
NEW POLE LOCATIONS.
PROVIDE (1) 3/4"C, 2#12, 1#12G FOR IRRIGATION
CONTROL CABINET CONNECTION.
LOCATE MOTION SENSOR/PHOTOCELL ON
SOUTH SIDE OF LUMINAIRE.
LOCATE MOTION SENSOR/PHOTOCELL ON
NORTH SIDE OF LUMINAIRE.
PROVIDE TRENCHING IN LANDSCAPING AREAS
AND BORING UNDER CONCRETE AND ROADWAYS
FOR LOW VOLTAGE PATHWAYS. REFER TO CIVIL
AND LANDSCAPING FOR ADDITIONAL
INFORMATION.
ROUTE CONDUIT FOR NEW ACCESS CONTROL
PATHWAY TO EXISTING ACCESS CONTROL
JUNCTION BOX ON EXISTING GATE. PROVIDE ALL
CONDUIT STRAPS/SUPPORTS FOR A SECURE
INSTALLATION. SEE PHOTOS ON E9.01 FOR
EXISTING GATE HARDWARE.
ROUTE (1) 2"C FROM EV VAULT TO ELECTRICAL
ROOM FOR FUTURE DATA CABLING.
GENERAL NOTES:
1.BRANCH CIRCUITING INDICATED ON PLANS AND
SCHEDULES IS BASED UPON EXISTING PLANS AND
SITE OBSERVATION, CONTRACTOR TO FIELD VERIFY.
2.EQUIPMENT SHOWN IN DIAGRAMMATIC. COORDINATE
EQUIPMENT LOCATION WITH ARCHITECTURAL,
STRUCTURAL, CIVIL, AND LANDSCAPING PRIOR TO
INSTALLATION.
3.PROVIDE RIGID STEEL SWEEPS FOR ALL
UNDERGROUND CONDUITS.
4.PROVIDE HANDHOLES AS REQUIRED FOR ALL POWER
AND LIGHTING CIRCUITS. SPLICE CONDUCTORS IN
HANDHOLES. REFER TO SCHEDULES ON SHEET E0.02
FOR ADDITIONAL INFORMATION.
5.PROVIDE ADDITIONAL PULL BOXES AS REQUIRED TO
MINIMIZE TOTAL BEND RADIUS TO 270 DEGREES FOR
POWER CONDUCTORS AND 180 DEGREES FOR LOW
VOLTAGE CABLING. SIZE PULL BOXES PER NEC.
6.PROVIDE 1"C, 2#10, 1#10 EGC TO ALL NEW POLE
LUMINAIRES.
1
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RSD TRANSPORTATION EXPANSION
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ELECTRICAL SITE PLAN
SCALE:
ENLARGED SERVICE BUILDING ELECTRICAL ROOM
1/8" = 1'-0"E301
2
SCALE:
ELECTRICAL SITE PLAN
1"=20'E301
1 E301
2
3
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5
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9
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P
CRCR
CONC WALL
6x
4
48"
1H1/9
1H1/7
1H1/11
1H1/7
1H1/9
S1
S1
S1
S1
S1
EV-1
2
2
2
1
1
(2) 4"C
EV READY
DOUBLE HEAD
CHARGING
STATION
EV-2
EV-3
41H1/9
1H1/9
1H1/7
2" C
5
6
6
6
8
9
9
9
9
EV READY
DOUBLE HEAD
CHARGING
STATION
EV READY
DOUBLE HEAD
CHARGING
STATION
EV DOUBLE
HEAD
CHARGING
STATION
EV DOUBLE
HEAD
CHARGING
STATION
EV DOUBLE
HEAD
CHARGING
STATION
3
3
3
3
EV CAPABLE
DOUBLE HEAD
CHARGING
STATION
EV CAPABLE
DOUBLE HEAD
CHARGING
STATION
EV CAPABLE
SINGLE HEAD
CHARGING
STATION
4
(6)1-1/2" C
(3) 1-1/2" C
10
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S89°02'47"E 106.20'
S89°00'57"E 259.57'
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#9834/10356
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RIDGE
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HEAT PUMP
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Illuminance (Fc)
Average = 3.47
Maximum = 7.7
Minimum = 0.2
Avg/Min Ratio = 17.35
Max/Min Ratio = 38.50
New Parking Lot
Illuminance (Fc)
Average = 3.47
Maximum = 7.7
Minimum = 0.2
Avg/Min Ratio = 17.35
Max/Min Ratio = 38.50
New Parking Lot
1.1 1.2 1.5 1.8 2.2 2.7 2.8 2.6 2.3 2.2 2.2 2.1 2.3 2.5 2.3 2.2 2.4 2.8 3.4
0.5 0.6 0.8 1.1 1.4 1.6 1.9 2.1 2.0 2.0 2.0 1.9 1.8 1.8 1.9 1.9 1.9 2.2 2.7 3.2
0.3 0.4 0.6 0.8 1.0 1.1 1.3 1.5 1.6 1.7 1.7 1.8 1.7 1.6 1.5 1.5 1.8 2.1 2.7 3.3
0.2 0.3 0.4 0.6 0.8 0.9 1.0 1.1 1.3 1.4 1.6 1.8 1.8 1.7 1.5 1.5 1.9 2.3 2.8 3.4
0.2 0.3 0.4 0.5 0.7 0.8 0.8 0.9 1.1 1.3 1.6 1.9 2.1 2.0 1.7 1.7 2.2 2.6 2.9 3.4
0.2 0.3 0.4 0.6 0.7 0.8 0.9 1.0 1.1 1.3 1.7 2.1 2.4 2.3 1.9 1.9 2.5 3.0 3.1 3.3
0.3 0.3 0.4 0.6 0.8 0.9 1.0 1.1 1.3 1.6 2.0 2.5 2.8 2.7 2.2 2.2 2.9 3.3 3.4 3.5
0.3 0.4 0.5 0.6 0.8 1.0 1.1 1.2 1.4 1.8 2.3 2.9 3.3 3.2 2.6 2.6 3.4 3.8 3.8 3.9
0.4 0.5 0.6 0.8 1.0 1.2 1.3 1.3 1.6 1.9 2.5 3.1 3.7 3.7 3.2 3.3 4.1 4.4 4.3 4.2
0.5 0.6 0.8 0.9 1.1 1.3 1.4 1.4 1.7 2.1 2.6 3.3 4.0 4.2 3.8 3.9 4.6 4.9 4.6 4.4
0.6 0.8 1.0 1.2 1.4 1.6 1.6 1.7 2.0 2.4 2.9 3.6 4.3 4.5 4.1 4.2 4.9 5.1 4.9 4.7
0.8 1.0 1.3 1.5 1.7 1.9 2.1 2.2 2.4 2.8 3.3 4.0 4.5 4.6 4.1 4.2 4.9 5.2 5.1 5.0
1.0 1.3 1.6 1.9 2.1 2.3 2.4 2.6 2.9 3.2 3.7 4.3 4.7 4.7 4.1 4.1 4.8 5.0 5.1 5.2
1.1 1.5 1.9 2.2 2.4 2.5 2.7 2.9 3.2 3.5 3.9 4.3 4.7 4.7 4.2 4.1 4.7 5.0 5.0 5.2
1.2 1.7 2.1 2.4 2.6 2.7 2.8 3.0 3.3 3.6 3.8 4.1 4.5 4.5 4.1 4.1 4.6 4.9 5.1 5.3
1.2 1.7 2.1 2.5 2.7 2.8 2.9 3.1 3.4 3.6 3.8 3.9 4.2 4.3 4.1 4.1 4.4 4.7 5.1 5.5
1.2 1.7 2.1 2.5 2.7 2.9 3.0 3.4 3.9 4.2 4.2 4.0 4.3 4.4 4.3 4.2 4.3 4.5 5.0 5.5
1.3 1.8 2.2 2.6 2.8 3.0 3.3 3.8 4.5 5.0 4.9 4.6 4.6 4.9 4.9 4.7 4.4 4.5 4.9 5.4
1.4 1.9 2.4 2.8 3.0 3.3 3.8 4.4 5.2 5.8 5.7 5.3 5.3 5.8 5.9 5.3 4.8 4.8 5.0 5.4
1.5 2.0 2.6 2.9 3.2 3.7 4.3 5.0 5.9 6.6 6.6 6.1 6.2 6.7 6.7 6.1 5.6 5.3 5.3 5.7
1.5 2.1 2.7 2.9 3.2 3.8 4.6 5.5 6.4 7.2 7.4 6.9 7.0 7.5 7.3 6.6 6.0 5.5 5.3 5.6
1.6 2.2 2.7 2.9 3.0 3.6 4.3 5.2 6.3 7.2 7.6 7.3 7.3 7.6 7.3 6.4 5.7 5.1 4.8 5.1
1.6 2.2 2.7 2.8 2.8 3.3 3.9 4.6 5.6 6.7 7.2 7.1 7.1 7.2 6.7 5.7 5.0 4.4 4.2 4.3
1.7 2.3 2.8 2.9 2.9 3.3 3.9 4.7 5.7 6.7 7.3 7.2 7.1 7.2 6.7 5.7 4.9 4.3 4.1 4.2
1.8 2.4 3.0 3.1 3.1 3.6 4.3 5.3 6.4 7.2 7.7 7.4 7.3 7.6 7.2 6.3 5.4 4.7 4.3 4.3
1.9 2.6 3.0 3.2 3.3 3.7 4.4 5.3 6.3 7.1 7.2 6.7 6.8 7.3 7.0 6.2 5.4 4.7 4.4 4.5
1.9 2.6 3.1 3.3 3.3 3.5 4.1 4.8 5.7 6.3 6.3 5.7 5.8 6.3 6.3 5.5 4.8 4.4 4.4 4.5
2.0 2.6 3.1 3.3 3.2 3.3 3.6 4.2 5.0 5.6 5.4 4.9 5.0 5.5 5.5 4.8 4.2 4.0 4.1 4.3
1.9 2.5 3.0 3.2 3.3 3.3 3.5 4.0 4.7 5.1 4.9 4.5 4.5 4.9 4.9 4.4 3.9 3.8 3.9 4.1
3.4 3.5 3.6 4.1 4.6 4.8 4.6 4.2 4.4 4.5 4.4 4.2 3.9 3.8 3.9 4.1
3.6 3.7 3.8 4.2 4.7 4.9 4.7 4.5 4.6 4.6 4.4 4.2 3.9 3.8 3.9 4.2
3.6 3.8 4.1 4.5 4.9 5.1 5.0 5.0 4.9 4.9 4.6
3.1 3.4 3.8 4.2 4.6 4.8 4.9 4.9 4.8 4.6 4.3
2.5 2.7 3.0 3.3 3.7 3.8 3.8 3.6 3.2 3.0
1.5 1.6 1.7 1.9 2.1 2.2 2.2 2.0 1.8 1.7
GENERAL NOTES:
1.BRANCH CIRCUITING INDICATED ON PLANS AND
SCHEDULES IS BASED UPON EXISTING PLANS
AND SITE OBSERVATION, CONTRACTOR TO
FIELD VERIFY.
2.EQUIPMENT SHOWN IN DIAGRAMMATIC.
COORDINATE EQUIPMENT LOCATION WITH
ARCHITECTURAL, STRUCTURAL, CIVIL, AND
LANDSCAPING PRIOR TO INSTALLATION.
3.PROVIDE RIGID STEEL SWEEPS FOR ALL
UNDERGROUND CONDUITS.
4.PROVIDE HANDHOLES AS REQUIRED FOR ALL
POWER AND LIGHTING CIRCUITS. SPLICE
CONDUCTORS IN HANDHOLES. REFER TO
SCHEDULES ON SHEET E0.02 FOR ADDITIONAL
INFORMATION.
5.PROVIDE ADDITIONAL PULL BOXES AS
REQUIRED TO MINIMIZE TOTAL BEND RADIUS TO
270 DEGREES FOR POWER CONDUCTORS AND
180 DEGREES FOR LOW VOLTAGE CABLING.
SIZE PULL BOXES PER NEC.
6.PROVIDE 1"C, 2#10, 1#10 EGC TO ALL NEW POLE
LUMINAIRES.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RSD TRANSPORTATION EXPANSION
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
PR
2
4
-
0
0
0
0
7
9
LU
A
2
4
-
0
0
0
3
7
6
ELECTRICAL SITE PLAN - LIGHTING CALCULATION
SCALE:
ELECTRICAL SITE PLAN - LIGHTING CALCULATIONS
NONEE302
1
E302
28 OF 30
T-434305
2
3
4
5
DEVELOPMENT ENGINEERING
HBray 06/13/2025
MSB, 800A, 480Y/277V, 3Ø,4W, ELEC RM 117
M
EXISTING PAD MOUNT
XFMR BY PSE
480Y/277V
(2) 3"C, 4#500KCMIL
800A
SPARE
100A 100A 400A 400A 225A
TO
ATS
TO
PANEL
2H2
TO
PANEL
2H1
MAIN FLOOR
SPARE
SERVICE POINT
21.1KAIC
PANEL
1H1
400A MCB
480Y/277V
3Ø,4W
SERVICE BLDG
PANEL
1L9-EV
400A MCB
208Y/120V
3Ø,4W
SERVICE BLDG
XFMR 1L9
150KVA XFMR
480:208Y/120V
3Ø,4W 1-1/2"C, 3#2/0,#6G
5.6KAIC
#1/0
4"C, 4#600KCMIL,#2G
4"C, 4#600 KCMIL,#2G
400A
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RSD TRANSPORTATION EXPANSION
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
PR
2
4
-
0
0
0
0
7
9
LU
A
2
4
-
0
0
0
3
7
6
ELECTRICAL ONE-LINE DIAGRAM E801
GENERAL NOTES:
1.ALL EQUIPMENT IS EXISTING TO REMAIN
UNLESS NOTED OTHERWISE.
2.PROVIDE NECESSARY DEMOLITION TO
FACILITATE NEW CONSTRUCTION WORK
ASSOCIATED WITH THIS PROJECT. COORDINATE
OUTAGES WITH OWNER MINIMUM 72 HOURS IN
ADVANCE. PROVIDE DISPOSAL OF REMOVED
MATERIAL. MAINTAIN CIRCUIT CONTINUITY AS
REQUIRED.
3.REMOVE ABANDONED EQUIPMENT, WIRING AND
RACEWAY UNLESS NOTED OTHERWISE.
4.REFER TO SCHEDULES ON SHEETS E0.2 TO E0.3
FOR ADDITIONAL INFORMATION.
SCALE:
ELECTRICAL ONE-LINE DIAGRAM
NONEE801
1
29 OF 30
T-434306
2
3
4
5
DEVELOPMENT ENGINEERING
HBray 06/13/2025
POLE HT.A B
8'-12'
13'-20'
21'-30'
31'-40'
36"12"
42"16"
72"24"
78"30"
SIZE
CHART
TYPICAL LIGHT AND POLES AS SPECIFIED
PROVIDE FLEXIBLE RACEWAY FROM
MOUNTING BRACKET TO RIGID CONDUIT
STUB UP ADJACENT HAND HOLE.
POLE GROUND LUG. TERMINATE EQUIPMENT
GROUNDING CONDUCTOR AND FIXTURE GROUND.
TERMINATE CONDUITS AT BASE OF HAND HOLE
ANCHOR BOLTS, NUTS, AND LEVELING NUTS BY
POLE MANUFACTURER. COORDINATE SIZE AND
SPACING WITH SUPPLIER.
BEVEL 2" AT 45 DEGREES
GRADE
GROUNDING ELECTRODE CONDUCTOR IN 1/2"C,
IRREVERSIBLE CONNECTION AT POLE GROUND LUG,
EXOTHERMIC WELD AT GROUND ROD. SEAL BELOW GRADE.
INSTALL 1/2" X 10'-0" COPPER GROUND ROD
REINFORCING RODS 4#4 VERTICAL WITH
2" MINIMUM COVER & #4 TIES AT 16" O.C.
THROUGH DEPTH OF BASE.
INSTALL ANCHOR BOLTS AS
RECOMMENDED BY POLE MANUFACTURER
CONDUIT(S)-REFER TO PLANS. FOR DIRECT
BURIED CABLE APPLICATIONS PROVIDE 90° DOWN
SWEEP WITH BUSHED ENDS AND SEALED.
CONCRETE POLE BASE
ROUGH-IN FOR EXTERIOR SECURITY
CAMERA AND MOUNTING BRACKET.
VERIFY FINAL ELEVATION WITH
OWNER PRIOR TO INSTALLATION.
POLE BASE CANOPY
POLE MOUNTING PLATE
FILL VOID BETWEEN POLE BASE
AND POLE MOUNTING PLATE
WITH GROUT. PROVIDE THREE
WEEP HOLES 12" APART.
SACK EXPOSED PORTION OF POLE
BASE WITH MATCHING GROUT TO
FILL VOIDS AND COVER FORM MARKS
COPPER EQUIPMENT GROUND CONDUCTOR
ATTACH TO INTERNAL LUG WELDED INTERIOR
OF POLE GROUNDED CONDUCTOR SHALL BE
SAME SIZE AND TYPE AS SUPPLY CONDUCTOR
DIAMETER OF POLE BASE SIZED AT
THE DIAMETER OF POLE BASE
CANOPY PLUS 2" ABOVE BEVEL.
2" SECURITY CAMERA CONDUIT
(A)
(B)
2'-0" MIN.
40" HIGH BASE
NOTES:
1.CONDUIT SHALL HAVE A MINIMUM OF 36" OF COVER.
2.PROVIDE A MINIMUM OF 12" HORIZONTAL SEPARATION BETWEEN CONDUIT AND OTHER UTILITIES.
3.CONDUIT SHALL BE 4" SCHEDULE 40, UON.
4.COORDINATE WITH UTILITY COMPANIES FOR ALL REQUIREMENTS.
5.CONFORM TO ALL REQUIREMENTS INDICATED IN CIVIL DRAWINGS AND SPECIFICATIONS.
6.REFER TO SHEET E102 AND COMMUNICATION FLOOR PLANS FOR QUANTITY OF CONDUITS.
7.COORDINATE ROUTING WITH PLUMBING AND STRUCTURAL ELEMENTS. ROUTE CONDUITS BELOW FOOTINGS OR PROVIDE SLEEVES IN
FOOTINGS PER STRUCTURAL DETAILS.
FINISHED GRADE
UNDISTURBED EARTH
BURIED IDENTIFICATION TAPE
BACKFILL - PLACE AND COMPACT IN 8"
LAYERS
SAND
12"
24" MIN
7.5"
(TYP)
6" (TYP)
6" (TYP)
7.5" (TYP)
FINISH GRADE
LOCKING KNOB/PULL, SEE NOTES AND LANDSCAPING
DRAWINGS FOR ADDITIONAL REQUIREMENTS.
NOTES:
1.COORDINATE WITH LANDSCAPE ARCHITECT/DRAWINGS FOR ADDITIONAL DETAILS.
2.GATE HARDWARE AND ACCESS CONTROLS SHALL UTILIZE THE FOLLOWING DISTRICT STANDARD PRODUCTS:
2.1.COMPATIBLE ELECTRIC STRIKE 9600-630 H.E.S.
2.2.SEE SPECIFICATIONS FOR CARD READER AND ADDITIONAL ACCESS CONTROL REQUIREMENTS.
3.HARDWARE SHALL BE MOUNTED AT ADA HEIGHT 42" AFG UNLESS NOTED OTHERWISE.
4.PROVIDE NEMA 3R LOCKABLE WEATHERPROOF ENCLOSURE SIMILAR TO EXISTING PHOTO FOR CABLE ROUTING.
5.PROVIDE BACK BOX AND CARD READER MOUNTED ON BACK SIDE OF WEATHERPROOF CABLE ENCLOSURE.
6.PROVIDE ALL CONDUIT STRAPS/SUPPORTS REQUIRED TO SECURELY MOUNT CARD READER/CABLE ENCLOSURE TO GATE.
7.PROVIDE ADDITIONAL HARDWARE AND ACCESS CONTROL COMPONENTS AS NEEDED TO ACCOMMODATE DISTRICT
STANDARDS AND ACCESS CONTROLS SHOWN ON LANDSCAPE DRAWINGS AND INSTALL A COMPLETE AND FULLY
FUNCTIONAL SYSTEM COMPATIBLE WITH CARD READER AND SPECIFIED LOCK CORES. SUBMIT ALL COMPONENTS FOR
APPROVAL.
8.ALL HARDWARE AND ACCESS CONTROL COMPONENTS SHALL BE RATED FOR EXTERIOR USE.
9.SEE SPECIFICATIONS FOR ACCESS CONTROL REQUIREMENTS.
ACCESS CONTROLS, SEE NOTES
ACCESS CONTROLS, SEE NOTES
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
RSD TRANSPORTATION EXPANSION
TE
D
-
4
0
-
4
3
4
3
C2
5
0
0
1
1
0
4
PR
2
4
-
0
0
0
0
7
9
LU
A
2
4
-
0
0
0
3
7
6
ELECTRICAL DETAILS E901
SCALE:
TYPICAL POLE BASE DETAIL
NONEE901
1
SCALE:
TYPICAL DUCT BANK DETAIL
NONEE901
2
30 OF 30
T-434307
SCALE:
GATE WITH PANIC HARDWARE DETAIL
1/2" = 1'-0"E901
3
SCALE:
EXISTING GATE HARDWARE
NONEE901
4
NOTES:
1.ROUTE NEW ACCESS CONTROL CONDUIT FROM CABLE JUNCTION BOX TO NEW
GATE HARDWARE. SEE SHEET E3.01 FOR PATHWAY ROUTING. ROUTE CABLING
THROUGH NEW AND EXISTING PATHWAYS TO ACCESS CONTROL HEAD END IN MDF
ROOM AND INTEGRATE NEW CONTROLS AND PROVIDE RE-PROGRAMMING OF
EXISTING ACCESS CONTROL SYSTEM FOR A COMPLETE AND OPERABLE SYSTEM.
PROVIDE CONDUIT ROUTING PLAN TO OWNER, ENGINEER, CIVIL, AND LANDSCAPE
FOR APPROVAL PRIOR TO INSTALLATION.
2.PROVIDE ALL CONDUIT STRAPS/SUPPORTS REQUIRED TO SECURELY MOUNT CARD
READER/CABLE ENCLOSURE TO GATE.
3.SEE SPECIFICATIONS FOR ACCESS CONTROL REQUIREMENTS.
NOTES 1,2
2
3
4
5
DEVELOPMENT ENGINEERING
HBray 06/13/2025