HomeMy WebLinkAboutP_Civil Construction Plans.pdfDDDDDDDDDUDUDUDUDDDDDD
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
150' PSE TRANSMISSION
POWER EASEMENT
KC TL# 1434000020
FUTURE ACCESS ROAD BETWEEN COUNTY PROPERTIES
(NOT PART OF THIS PROJECT)
OVERHEAD
TRANSMISSION
LINES
JEFFERSON AVE NE
(PRIVATE ACCESS ROAD)
N
E
3
R
D
S
T NE 2ND STKC TL# 1623059133
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
KING COUNTY ROADS
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
BIORETENTION POND, TYP.
PATH AND PROMANADE
8' HIGH CHAIN LINK FENCE
PROTECT EXISTING SLOPE
AND VEGETATION IN PLACE
PROPERTY LINE
LIMIT OF GRADING
EXISTING 10' WIDE PSE EASEMENT
MATERIAL
STORAGE BINS
STORAGE
LOCKER
BUILDING STORAGE LOCKER BUILDING
WATER TRUCK FILL
SPIGOT AND
CONTAINMENT PAD
WATER QUALITY
MODULAR WETLAND
TREATMENT SYSTEMS
GRAVEL YARD AREA
CHEMICAL STORAGE SHEDS
YARD LIGHTS, TYP.
OIL WATER
SEPARATOR
24' WIDE GATE AND MOTOR
TREATMENT TRAIN
SIMILAR TO WEST SIDE
NEW 12 IN. DIAM. WATER MAIN
OPEN SHED STYLE BUILDING
ENCLOSED GARAGE DOOR SHED STORAGE BUILDING
4 IN. FIRE AND DOMESTIC
WATER SERVICE
4 IN. DIAM. FIRE AND
DOMESTIC WATER SERVICE
2 IN. DIAM. DOMESTIC WATER
SERVICE TO TRUCK FILL
UTILITY EASEMENTS
EXISTING OVERHEAD
ELECTRICAL UTILITIES
AND UNDERGROUND
TELECOM
PAVED YARD AREA
ROOF OVERHANG, TYP.
PRE-SETTLEMENT VAULT, TYP.FLOW
CONTROL
STRUCTURE
EMERGENCY OVERFLOW STRUCTURE
(BACK TO ON-SITE INFILTRATION FACILITY)
24' WIDE GATE AND MOTOR
INFILTRATION BED LIMIT
INFILTRATION BED LIMIT
EXISTING WATER SERVICE
SEE UW-103
NEW HYDRANT, TYP.
CONNECT TO
TRANSPORTATION
FACILITY EXISTING
SERVICE
NEW METAL PICKET FENCE
NEW 8' HIGH CHAIN LINK FENCE
NEW METAL
PICKET FENCE
COLD MILL AND OVERLAY EXISTING
PAVEMENT AND RE-STRIPE ROAD
SAWCUT AND CONSTRUCT DRIVE ACCESS
(FOOTING UNDERDRAINS AND ROOF
DOWNSPOUT UNDERDRAINS)
12 IN. DIAM. SEWER CONNECTION TO EXISTING
21 IN. DIAM SEWER IN NE 3RD ST
TRANSFORMER
DRAIN TO OIL
WATER SEPARATOR
AND SEWER PLANNORTHSCALE: 1" = 50'KC TL# 1623059144
GILROY FAMILY LLC
2829 NE 3RD ST 98056
KC TL# 1434000010
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
(NEW CONSTRUCTION NOT SURVEYED)
150.60'
143.18'
100.14'
OPEN SHED STYLE BUILDING
8' HIGH CHAIN LINK FENCE
GARBAGE STORAGE AND
COLLECTIONS AREA"C" - BUILDING STBUILDING SH"A" - BUILDING CAKING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056(SHOPS)(ADMIN)(ENCLOSED STORAGE SHED)"B""D"(STORAGE SHED)"E"(STORAGE SHED)NOTE TO CITY OF RENTON: BUILDINGS "C", "D", AND "E"
MAY BE PHASED DUE TO BUDGET CONSTRAINTS.
INTERIM CONDITION TO CONSIST OF GRAVEL.
CIVIL SITE PLAN
R-417406TED-27-4174CAP WATER SERVICE AT MAIN (BY OTHERS)
CONTRACTOR SHALL COORDINATE WITH
AND SUPPORT CITY CREWS FOR WORK TO
BE PERFORMED
2
2
12 IN. WATER MAIN
SEE UW-100 FOR EASEMENT 2
DEVELOPMENT ENGINEERING
jchavez 12/08/2021
REGIONAL FIRE AUTHORITY
cthomas 12/08/2021
APPROVED
SURFACE WATER UTILITY
JFarah 12/08/2021
WASTEWATER UTILITY
JStowell 12/09/2021
WATER UTILITY
agafour 02/03/2022
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
EXISTING PROPOSED
100.00
100.00
100.00
100.00
X x x
ABBREVIATIONS
PROPOSED
V
P
x x
SF
GENERAL
ELECTRICAL & GAS
EXISTING PROPOSED
WATER, STORM, AND SEWER
EXISTING PROPOSED
S
W
P
TEL
FO
UGE
WW
D
SD
UD
G
SS
TEMPORARY EROSION AND SEDIMENT CONTROL
INLET PROTECTION
CURB & GUTTER BARRIER
HIGH VISIBILITY FENCE
DITCH CHECK DAM
STABILIZED CONSTRUCTION
ENTRANCE
TEMPORARY DEWATERING PIPE
TEMPORARY SHORING
STRAW WATTLE
CHAIN LINK FENCE
SILT FENCE
SUMP
DITCH
CO
EXISTING
ARCHITECT/ENGINEER
ADDITIONAL
AVENUE
BOTTOM
BEGINNING OF CURVE
BUILDING
CONDUIT
COMPACT PARKING STALL
CENTER LINE OR CLASS
CATCH BASIN
CONCRETE MASONRY UNIT
COMMUNICATIONS
CONCRETE
CONNECTION
CONTINUOUS
COORDINATE
CITY OF RENTON
CORPORATION STOP
DETAIL
DUCTILE IRON
DIMENSION
DIAMETER
DRAWING
EAST OR EASTING
END OF CURVE
EXISTING GRADE
ELEVATION
ELECTRICAL
EXISTING
EXTERIOR
FINISHED GRADE
FLANGED JOINT
FLOW LINE
FOUNDATION
FEET
FOOTING
GALVANIZED
HOT MIXED ASPHALT
INVERT ELEVATION
INCHES
IRRIGATION
A/E
ADDN'L
AVE
B
BC
BLDG
C
C
CL
CB
CMU
COMM.
CONC.
CONN.
CONT.
COORD.
COR
CORP.
DET.
DI OR D.I.
DIM.
DIAM.
DWG
E
EC
EG
EL
ELEC
EX
EXT
FG
FJ
FL
FDN
FT
FTG
GALV
HMA
IE
IN.
IRR.
LENGTH
POUND, POUNDS
MAXIMUM
MECHANICAL
MANHOLE
MECHANICAL JOINT
MINIMUM
NORTH AND NORTHING
NORTH AMERICAN VERTICAL DATUM
NOT TO SCALE
ON CENTER
POST INDICATOR VALVE
PROPERTY LINE
POWER VAULT
RADIUS
REINFORCED, REINFORCEMENT, ETC.
REQUIRED
RADIUS POINT
SLOPE
SQUARE FOOT
SIMILAR
SPECIFICATIONS
SANITARY SEWER
STREET
STATION
STANDARD
STATION EQUATION
STEEL
TOP AND BOTTOM
TEMPORARY EROSION AND SEDIMENT CONTROL
TOP OF
TOP OF WALL
BOTTOM OF SLOPE
TYPICAL
VARIES
VISIBILITY
WITH
AT
PERCENT
DELTA
AND
L
LB, LBS.
MAX.
MECH.
MH
MJ
MIN.
N
NAVD
NTS
OC
PIV.
PL
PV
R
REINF.
REQ'D
RP
S
SF
SIM
SPECS
SS
ST
STA
STD
STA EQ.
STL
T&B
TESC
T.O.
T.O.W.
TOE
TYP.
VAR.
V.I.S.
W/
@
%
Δ
&
DETAIL
SCALE X" = X'
X
-
X
XX-XXX
X
XX-XXX
DETAIL & SECTION CALLOUTS
TELEPHONE UTILITY
FIBER OPTIC
CONDUIT
UNDERGROUND ELECTRIC UTILITY
OVERHEAD ELECTRICAL UTILITY
GAS UTILITY
HIGH-PRESSURE GAS UTILITY
POWER POLE GUY WIRE
POWER METER
LUMINAIRE
UTILITY POLE
COMM VAULT
POWER VAULT
TRANSFORMER
PULL BOX
GATE MOTOR
GAS VALVE
WATER MAIN
STORM SEWER PIPE
DRAIN PIPE 12 IN. DIAM. OR LESS
UNDERDRAIN PIPE 12 IN. DIAM. OR LESS
SANITARY SEWER PIPE
WATER VALVE
WATER SPIGOT/YARD HYDRANT
FIRE HYDRANT
MANHOLE
STORM DRAIN CB TYPE 2
STORM DRAIN CB TYPE 1
WATER SERVICE
FIRE DEPARTMENT CONNECTION
WATER BLOWOFF VALVE
FLEXIBLE EXPANSION JOINT FITTING
EMERGENCY OVERFLOW STRUCTURE
MJ FITTING WITH BLOCKING
REDUCER
SERVICE METER CHECK VALVE
PUMP
FLOW SPLITTER
CLEANOUT
VALVE BOX
MINOR CONTOUR
MAJOR CONTOUR
LOT LINE
RIGHT OF WAY (ROW)
EASEMENT
CHAIN LINK FENCE
METAL PICKET FENCE
EVERGREEN TREE
DECIDUOUS SHRUB
MONITORING WELL
BORING
BOLLARD
SIGN
TO BE REMOVED
PROPOSED
PAVING
CRUSHED SURFACING BASE COURSE
WALKWAY
CEMENT CONCRETE
GRASS SEED
HMA
LEGEND & ABBREVIATIONS
R-417407TED-27-4174
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING
SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT,
AND THE APPLICANT'S CONTRACTOR.
2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY
(ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT. THE APPLICANT SHALL PROVIDE THE
CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE
CONSTRUCTION STORMWATER GENERAL PERMIT.
3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE (AND BE UPDATED AS
NECESSARY) DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION
COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF
VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE
CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D
OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF
CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING
LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC
SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION
AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS
CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL
PAVED AREAS ARE KEPT CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE
DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED
THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS
NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE.
6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE
WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM
DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN
DESIGNATED CONCRETE WASHOUT AREAS.
7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING
AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE
SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY
CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL
FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS
COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES
NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF
ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF
SHALL BE DISPOSED OF PROPERLY.
9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET
ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL
CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY
TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF
CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS
ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC
BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT
PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM
DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER
FACILITIES.
11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL
BE SUBMITTED TO THE ENGINEER AND THEN CITY FOR REVIEW AND APPROVAL..
12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED
FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS
DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED
WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN
CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND
APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE
ADDRESSED WITHIN SEVEN (7) DAYS.
15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A
MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL
OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY
STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN
500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET
WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE
PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
CONDITION.
17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN
SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE
CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE
MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF
THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS
PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND
SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE
BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED
AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING
CONSTRUCTION.
20.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE
INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE
WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE
BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE
AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT
SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND
STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON-SITE BMPS SHALL BE RESTORED TO THEIR
FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED
OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR
SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL
APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE
OCTOBER 1ST.
22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL.
ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY
ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES
OUTSIDE OF ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
INTERNATIONAL BUILDING CODE.
GENERAL CONSTRUCTION NOTES
1.ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE)
SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE INSPECTED BY MEANS
OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE
CITY OF RENTON INSPECTOR ASSIGNED TO THE PROJECT PRIOR TO RECEIVING
APPROVAL TO INSTALL PROJECT CURBS, GUTTERS, AND/OR PAVEMENT.
2.THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH
THE NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO) PIPELINE
ASSESSMENT CERTIFICATION PROGRAM (PACP).
3.ALL CCTV OPERATORS SHALL HAVE CURRENT NASSCO PACP CERTIFICATION.
4.CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT
DATABASE USING THE LATEST SOFTWARE VERSION AND SUBMITTED WITH
ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN EXTERNAL HDD,
DVD, OR FLASH DRIVE.
5.ALL CCTV INSPECTION REPORTS SHALL BE WITHIN +/- TWO (2) FEET OF THE
MEASURED LINEAR FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE
CENTERLINE FROM THE START OF PIPE TO END OF PIPE.
6.ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY AND
ACCURATELY ENTERED ON ALL CCTV REPORTS. WORK NOT FOLLOWING THESE
SPECIFICATIONS WILL BE REJECTED AND THE CONTRACTOR SHALL BE REQUIRED
TO RE-CCTV THE WORK.
7.THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS,
PACP DATABASE, LOGS, ELECTRONIC REPORTS, ETC. NOTING IMPORTANT
FEATURES ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SHALL
BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL
DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS, BUT SHOULD
NOT, AT ANY TIME, BE FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED
OTHERWISE IN THIS DOCUMENT.
8.THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE
MEASUREMENTS TO PROVIDE LOCATIONS OF FEATURES IN THE SEWER AND THESE
FOOTAGE MEASUREMENTS SHALL BE DISPLAYED AND DOCUMENTED ON THE VIDEO.
ALL PACP OBSERVATIONS SHALL BE IDENTIFIED BY AUDIO AND ON A PACP LOG. ALL
VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL VIDEO
RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO
"PAUSING" OF THE VIDEO RECORDING DURING EACH PIPELINE INSPECTION. THE
PIPE SHALL BE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL
DEFECTS, FEATURE, AND OBSERVATIONS ARE SEEN AND LOGGED.
9.JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN
PLACE AND RECORDING, WATER (CONTAINING DYE) SHALL BE INTRODUCED INTO
THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT UNTIL IT IS OBSERVED AND
RECORDED FLOWING PAST THE CAMERA'S FIELD OF VISION IN ITS ENTIRETY.
10.THE CCTV CAMERA SHALL HAVE A WATER-LEVEL MEASURING DEVICE (BALL,
CYLINDER, ETC.) ATTACHED THAT HAS 1/4" MARKINGS TO SHOW THE DEPTH OF
WATER IN THE PIPE DURING THE CCTV INSPECTION.
11.ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION.
12.PER CITY OF RENTON SPECIFICATION 7-08.3(2)B, SEWER AND STORM DRAIN PIPELINE
SHALL HAVE NO MORE THAN 1/2" OF PONDING TO BE CONSIDERED ACCEPTABLE.
EROSION AND SEDIMENT CONTROL SEWER AND STORMWATER CCTV INSPECTION
GENERAL CONSTRUCTION NOTES
R-417408TED-27-4174WASTEWATER UTILITY
JStowell 12/09/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG
THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO
CONSTRUCTION.
3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION
OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN
PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR,
OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO
ADDITIONAL COST TO THE CITY.
4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY
OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS,
AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE
WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE
APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM
AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS
THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE
ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN
HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BUILT
DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL
IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS.
7.VERTICAL DATUM IS NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH). REFERENCE BENCHMARK,
DATUM, AND ELEVATIONS ARE NOTED ON THE PLANS.
8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION
2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE
PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL
BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY.
9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY
THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY
TRENCH RESTORATION STANDARDS.
10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE
SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE
ADJUSTED TO THE GRADE AS STAKED.
11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY
CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY.
12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT
STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION AND THE PROJECT
SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE
ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND
BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20.
13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE.
14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT-LOCKING
LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, AND 204.50. STRUCTURES SHALL HAVE:
·RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY.
·ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE
CURB/GUTTER LINE.
·ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY.
·PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.
15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING
SETBACKS LINES OF THE RENTON SWDM.
16.LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER
PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS
OTHERWISE SHOWN.
17.NOT USED.
18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO
A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
·4 - 8 INCH ROCK / 40 - 70% PASSING;
·2 - 4 INCH ROCK / 30 - 40% PASSING; AND
·LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY
CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY
THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON-SITE BMPS.
20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT-LOCKING LID
MARKED "STORM” SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM
DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00.
21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE,
AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION.
22.ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE
INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS
SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR
PAVEMENT.
23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH REFERENCED SECTION
7-04.3(1) IN THE SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE
TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED.
24.FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN
THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL
OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH CITY STANDARD PLAN 264.00.
25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING
LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY
OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION.
26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO
PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE
PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT
NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT
STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY.
27.PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF
THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050).
28.PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL
LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE
AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH
A NON-SLIP OR NON-SKID LID PER ADA REQUIREMENTS.
29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.
30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM.
31.NOT USED.
SURFACE WATER
GENERAL CONSTRUCTION NOTES
GENERAL CONSTRUCTION NOTES
R-417409TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
1.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED
BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR
SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3.ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON-SITE.
4.ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250
AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5.MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR
LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. UNLESS OTHERWISE NOTED, MAXIMUM COVER FOR ALL
WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION.
WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR
CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S
SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY
AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM
AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6.CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY
OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS,
FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN
ADDITION TO CONCRETE BLOCKING.
7.ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE.
NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN
UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8.NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED,
FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
9.THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10
WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE
EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND
FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS,
AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE
EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE
SURFACE RESTORATION.
10.CONTRACTOR SHALL COORDINATE WITH THE CITY AND PROPERTY OWNERS WITH WATER SERVICES TO DESIGN AND INSTALL
TEMPORARY WATER BYPASS AND SERVICE CONNECTIONS DURING THE CONSTRUCTION OF THE WATER MAIN IN THE CASE
THAT THE SERVICE IN FORTH IS CUT AND CAPPED. ALL WATER SERVICES SHALL BE PERPETUATED ON A TEMPORARY WATER
SYSTEM UNTIL CUT OVER TO A NEW WATER SYSTEM.
WATER GENERAL CONSTRUCTION NOTES
WATER UTILITY CITY SPECIFICATIONS
1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON
PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE APWA STANDARDS AND
SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS &
SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.
2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS
OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE
DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY.
3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO
VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL
48-HOUR LOCATORS 800-424-5555.
4.AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING.
5.DATUM FOR VERTICAL CONTROL IS NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL IS
NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
6.ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA
C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND
SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE
PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND
FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS.
7.CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS
NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING
SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES
IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH
EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH
DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE
IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA
C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING
WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION
OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA
C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA
SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND
TRANSMITTED TO THE OWNER.
8.GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE
WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE
(AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE
OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H.
9.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION
TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH
MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH
HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4
INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES
V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263.
HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING
COUNTER CLOCKWISE (LEFT).
10.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH
OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT.
CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER
TIGHTNESS UNDER TEST PRESSURES.
11.THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE
THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6
ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS
AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO
WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE
ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT
CABLE.
12.FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT
NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL.
13.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY.
14.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE
HYDRANTS, LATEST REVISION.
15.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES
BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF
48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO
BE LOWERED TO CLEAR.
16.ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE
CLEANING “PIGS” PRIOR TO DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES
AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER
URETHANE RUBBER COATING ON THE REAR OF “PIG” ONLY.
17.“PIGS” SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR
WILL PERFORM THE CLEANING OPERATION.
18.ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR
150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE
CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE
TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON.
THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF
GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS
7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST
PERIOD.
19.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM
(MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE
SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN
ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS
REFERENCED ABOVE.
20.A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A
MINIMUM OF FIVE WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING.
21.TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW
CONSTRUCTION.
22.IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
PRIOR TO STARTING CONSTRUCTION.
23.INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE
DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS,
AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON.
24.ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON,
EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR
APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND
MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY
NOTIFICATIONS.
25.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT
SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY
FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS
WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS.
26.CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING
AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.
27.ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS
MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL,
APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT.
28.ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO
(2) OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS,
CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF
TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
29.A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL
EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON
POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL
PATCH. *
30.FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL
CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED
AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS.
WATER UTILITY CITY SPECIFICATIONS (CONTINUED)
GENERAL CONSTRUCTION NOTES
R-417410TED-27-41741
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
NE 3RD STVVVSFSFSFSFTYP.
PUMP UP TO SITE FOR TREATMENT AND DISCHARGE.
CONTRACTOR SHALL OBTAIN WASTEWATER DISCHARGE
PERMIT FOR ANY DISCHARGE TO THE SEWER
TYP.
3
19
CONTRACTOR SHALL RESTORE
TOPSOIL AND SOD GRASS
SURFACE TO MATCH EXISTING
VEGETATED SURFACE.
7
7
7
7
8
8
8
8
4
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE EC-102
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
CONSTRUCT TEMPORARY CHAIN LINK FENCE.
CONSTRUCT TEMPORARY ACCESS GATE.
INSTALL AND MAINTAIN STAKE AND WIRE FENCE OR HIGH VISIBILITY FENCING PER COR
STD. PLAN 212.00.
INSTALL AND MAINTAIN SILT FENCE PER COR STD. PLANS 214.00 AND 214.10.
INSTALL AND MAINTAIN SEDIMENT TRAP PER COR STD. PLAN 211.00.
INSTALL AND MAINTAIN BLOCK AND GRAVEL CURB INLET PROTECTION PER COR STD. PLAN
216.40.
INSTALL AND MAINTAIN CATCH BASIN INSERT PER COR STD. PLAN 216.30.
INSTALL AND MAINTAIN CURB AND GUTTER BARRIER PROTECTION PER COR STD. PLAN
216.50.
INSTALL WHEEL WASH PER COR STD. PLAN 215.00.
CONSTRUCT AND MAINTAIN STABILIZED CONSTRUCTION ENTRANCE PER COR STD. PLAN
215.10.
CONSTRUCT SURFACE ROUGHENING PER COR STD. PLAN 213.00.
CONTRACTOR SHALL COVER ALL EXPOSED SLOPES AND STOCKPILES WITH PLASTIC
COVERING PER COR STD. PLAN 213.30 OR AS DIRECTED BY THE CERTIFIED EROSION AND
SEDIMENT CONTROL LEAD.
CONSTRUCT STRAW WATTLES PER COR STD. PLAN 213.40.
CONSTRUCT SEDIMENT POND PER COR STD. PLANS 216.00 AND 216.10.
CONSTRUCT TEMPORARY PIPE SLOPE DRAIN PER COR STD. PLAN 217.30.
INSTALL AND MAINTAIN DITCH CHECK DAMS PER COR STD. PLAN 217.40.
INSTALL AND MAINTAIN TEMPORARY PIPES FOR SURFACE WATER RUNOFF.
INSTALL AND MAINTAIN TEMPORARY GROUNDWATER DEWATERING WELLS, PUMPS,
SEDIMENT TANKS IF GROUNDWATER IS ENCOUNTERED.
FURNISH, MAINTAIN ON-SITE, AND INSTALL TRASH PUMPS FOR OPEN EXCAVATION ZONES
NOT OTHERWISE INFLUENCED BY GROUNDWATER.
FURNISH AND INSTALL CHITOSAN ENHANCED STORMWATER TREATMENT SYSTEM(S) WITH
SAND FILTERS, PH CONTROL, AND SEDIMENT STORAGE AND PROCESSING TANKS.
9
10
11
12
13
14
15
16
17
18
19
20
PLANNORTH
CONSTRUCTION SEQUENCE
1.ESTABLISH EARTHWORK LIMITS AND INSTALL TEMPORARY CONSTRUCTION
FENCING.
2.INSTALL EROSION AND SEDIMENT CONTROL BMP'S.
3.IMPLEMENT EROSION AND SEDIMENT CONTROL SURFACE WATER CONVEYANCE,
DETENTION, TREATMENT, AND DISCHARGE AT THE NATURAL LOCATION.
4.ESTABLISH SPILL PREVENTION MEASURES.
5.PERFORM BUILDING DEMOLITION FOR EXISTING STRUCTURES, ABATEMENT,
DUST CONTROL, TRANSPORT AND DISPOSAL OF MATERIALS
6.REMOVE OR ABANDON EXISTING UNDERGROUND STORAGE TANKS.
7.CONSTRUCT SEWER MAIN AND CONNECTION TO THE CITY MAIN .
8.INSTALL TEMPORARY SEWER CONNECTION BETWEEN BUILDINGS AND EXCAVATE
AND REMOVE EXISTING SEPTIC SYSTEMS(S). FURNISH AND MANAGE CONTAINED IN
STORAGE AND TRANSPORT AND DISPOSAL.
9.INSTALL TEMPORARY SHORING SYSTEMS AND DEWATERING SYSTEMS FOR
UNDERGROUND UTILITIES AND STORMWATER STRUCTURE CONSTRUCTION.
10.CONSTRUCT BUILDINGS SH AND ST.
11.PERFORM SITE PAVING AND LANDSCAPE PLANTING AND SOIL STABILIZATION
AROUND BUILDINGS AND PARKING LOT.
12.CONSTRUCT BUILDING CA.
13.COMPLETE SITE PAVING AND SOIL STABILIZATION.
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
EROSION AND SEDIMENT CONTROL
R-417411TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
EXISTING 10' PSE EASEMENT
VVVVVVSFSFSFSFSFSFSFxxxxxxxxxV V V V V V V V V V V V
PPPPPPPPPPP P P P P P P P PPPPPPPPPVVVVPSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF1
4
12
3HANG WIRE OR HIGH VISIBILITY FENCE
ON EXISTING FENCE AND INSTALL SILT
FENCE INSIDE EXISTING FENCE LINE
SED. TANK PUM
P
EXCAVATION ZONE FOR WEST INFILTRATION FACILITY
(EAST ZONE AND RELOCATED EQUIPMENT NOT SHOWN)
SUMP
FILLFILLFILLFILL FILL FILL
FILLFILL
CONSTRUCT TEMPORARY
SUMP AND DITCH TO
SEDIMENT POND
3
11
13
5
16
16
4
EXISTING
PROPERTY
LINE
EXISTING
TOE OF
SLOPE
18
19
TEMPORARY SHORING
BY CONTRACTOR
TEMPORARY DEWATERING
SYSTEM BY CONTRACTOR.
CONTRACTOR SHALL REVIEW ALL
BORING DATA AND GEOTECHNICAL
REPORT.
UNDERGROUND SEPTIC STORAGE TANK REMOVAL.
CONTRACTOR SHALL EXCAVATE, COLLECT ALL FREE
BODY MATERIAL, CONTAIN, TRANSPORT, AND
DISPOSE OF HAZARDOUS MATERIAL ACCORDING TO
ALL STATE, FEDERAL, AND LOCAL REGULATIONS.
THIS INCLUDES SUBMITTING REPORT OF
WASTEWATER TANK ABANDONMENT TO KING
COUNTY PUBLIC HEALTH.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE EC-104 MATCHLINE SEE EC-103MATCHLINE SEE EC-101
PLANNORTH
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
CONSTRUCT TEMPORARY CHAIN LINK FENCE.
CONSTRUCT TEMPORARY ACCESS GATE.
INSTALL AND MAINTAIN STAKE AND WIRE FENCE OR HIGH VISIBILITY FENCING PER COR
STD. PLAN 212.00.
INSTALL AND MAINTAIN SILT FENCE PER COR STD. PLANS 214.00 AND 214.10.
INSTALL AND MAINTAIN SEDIMENT TRAP PER COR STD. PLAN 211.00.
INSTALL AND MAINTAIN BLOCK AND GRAVEL CURB INLET PROTECTION PER COR STD. PLAN
216.40.
INSTALL AND MAINTAIN CATCH BASIN INSERT PER COR STD. PLAN 216.30.
INSTALL AND MAINTAIN CURB AND GUTTER BARRIER PROTECTION PER COR STD. PLAN
216.50.
INSTALL WHEEL WASH PER COR STD. PLAN 215.00.
CONSTRUCT AND MAINTAIN STABILIZED CONSTRUCTION ENTRANCE PER COR STD. PLAN
215.10.
CONSTRUCT SURFACE ROUGHENING PER COR STD. PLAN 213.00.
CONTRACTOR SHALL COVER ALL EXPOSED SLOPES AND STOCKPILES WITH PLASTIC
COVERING PER COR STD. PLAN 213.30 OR AS DIRECTED BY THE CERTIFIED EROSION AND
SEDIMENT CONTROL LEAD.
CONSTRUCT STRAW WATTLES PER COR STD. PLAN 213.40.
CONSTRUCT SEDIMENT POND PER COR STD. PLANS 216.00 AND 216.10.
CONSTRUCT TEMPORARY PIPE SLOPE DRAIN PER COR STD. PLAN 217.30.
INSTALL AND MAINTAIN DITCH CHECK DAMS PER COR STD. PLAN 217.40.
INSTALL AND MAINTAIN TEMPORARY PIPES FOR SURFACE WATER RUNOFF.
INSTALL AND MAINTAIN TEMPORARY GROUNDWATER DEWATERING WELLS, PUMPS,
SEDIMENT TANKS IF GROUNDWATER IS ENCOUNTERED.
FURNISH, MAINTAIN ON-SITE, AND INSTALL TRASH PUMPS FOR OPEN EXCAVATION ZONES
NOT OTHERWISE INFLUENCED BY GROUNDWATER.
FURNISH AND INSTALL CHITOSAN ENHANCED STORMWATER TREATMENT SYSTEM(S) WITH
SAND FILTERS, PH CONTROL, AND SEDIMENT STORAGE AND PROCESSING TANKS.
9
10
11
12
13
14
15
16
17
18
19
20
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
EROSION AND SEDIMENT CONTROL
R-417412TED-27-41741
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
KC TL# 1623059059VVVVxxxxxxVVVVVVVVPPP
SFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF
3
7'
(20' MIN.)
15'
3HANG WIRE OR HIGH VISIBILITY FENCE
ON EXISTING FENCE AND INSTALL SILT
FENCE INSIDE EXISTING FENCE LINE
15'
3
(20' MIN.)JEFFERSON AVE NE(PRIVATE ACCESS ROAD)FILL CUT
16
16
4
4
1BEGIN REMOVE EXISTING
CHAIN LINK FENCE TO SOUTH
2
9
4
CONSTRUCT TEMPORARY
DITCH TO SEDIMENT POND
17
17
10
10
1
2
CONDITIONAL USE PERMIT
SIGN TO BE RELOCATED
FROM NE 3RD TO THIS
LOCATION FOR
CONSTRUCTION.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE EC-105MATCHLINE SEE EC-102PLANNORTH
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
CONSTRUCT TEMPORARY CHAIN LINK FENCE.
CONSTRUCT TEMPORARY ACCESS GATE.
INSTALL AND MAINTAIN STAKE AND WIRE FENCE OR HIGH VISIBILITY FENCING PER COR
STD. PLAN 212.00.
INSTALL AND MAINTAIN SILT FENCE PER COR STD. PLANS 214.00 AND 214.10.
INSTALL AND MAINTAIN SEDIMENT TRAP PER COR STD. PLAN 211.00.
INSTALL AND MAINTAIN BLOCK AND GRAVEL CURB INLET PROTECTION PER COR STD. PLAN
216.40.
INSTALL AND MAINTAIN CATCH BASIN INSERT PER COR STD. PLAN 216.30.
INSTALL AND MAINTAIN CURB AND GUTTER BARRIER PROTECTION PER COR STD. PLAN
216.50.
INSTALL WHEEL WASH PER COR STD. PLAN 215.00.
CONSTRUCT AND MAINTAIN STABILIZED CONSTRUCTION ENTRANCE PER COR STD. PLAN
215.10.
CONSTRUCT SURFACE ROUGHENING PER COR STD. PLAN 213.00.
CONTRACTOR SHALL COVER ALL EXPOSED SLOPES AND STOCKPILES WITH PLASTIC
COVERING PER COR STD. PLAN 213.30 OR AS DIRECTED BY THE CERTIFIED EROSION AND
SEDIMENT CONTROL LEAD.
CONSTRUCT STRAW WATTLES PER COR STD. PLAN 213.40.
CONSTRUCT SEDIMENT POND PER COR STD. PLANS 216.00 AND 216.10.
CONSTRUCT TEMPORARY PIPE SLOPE DRAIN PER COR STD. PLAN 217.30.
INSTALL AND MAINTAIN DITCH CHECK DAMS PER COR STD. PLAN 217.40.
INSTALL AND MAINTAIN TEMPORARY PIPES FOR SURFACE WATER RUNOFF.
INSTALL AND MAINTAIN TEMPORARY GROUNDWATER DEWATERING WELLS, PUMPS,
SEDIMENT TANKS IF GROUNDWATER IS ENCOUNTERED.
FURNISH, MAINTAIN ON-SITE, AND INSTALL TRASH PUMPS FOR OPEN EXCAVATION ZONES
NOT OTHERWISE INFLUENCED BY GROUNDWATER.
FURNISH AND INSTALL CHITOSAN ENHANCED STORMWATER TREATMENT SYSTEM(S) WITH
SAND FILTERS, PH CONTROL, AND SEDIMENT STORAGE AND PROCESSING TANKS.
9
10
11
12
13
14
15
16
17
18
19
20
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
EROSION AND SEDIMENT CONTROL
R-417413TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
EXISTING
10' PSE EASEMENTVVVVVVSFSFSFSFSFSFxxxxxxVV V V V V V V V V V V
SF SF SF SF SF SF SF SF SF SF SF SF SF
P P P P P P PPPP
PPPPPPPPPPTYP.
1
4
12
TYP.
STOCKPILE(S) SHALL
NOT EXCEED 10'
HEIGHT
TYP.
3HANG WIRE OR HIGH VISIBILITY FENCE
ON EXISTING FENCE AND INSTALL SILT
FENCE INSIDE EXISTING FENCE LINEFILLCUTCUTFILL FILL FILL
15
5
16
13
3
11
13
EXISTING
PROPERTY
LINE
EXISTING
TOE OF
SLOPE
12
17
13
UNDERGROUND FUEL STORAGE
TANK REMOVAL AND
CONTRACTOR SHALL EXCAVATE,
COLLECT ALL FREE BODY
MATERIAL, CONTAIN,
TRANSPORT, AND DISPOSE OF
HAZARDOUS MATERIAL
ACCORDING TO ALL STATE,
FEDERAL, AND LOCAL
REGULATIONS. CONTACT
RENTON FIRE AUTHORITY FOR
REQUIREMENTS AND
ASSOCIATED PERMITS.
4
P/L
UNDERGROUND SEPTIC STORAGE
TANK REMOVAL AND CONTRACTOR
SHALL EXCAVATE, COLLECT ALL FREE
BODY MATERIAL, CONTAIN,
TRANSPORT, AND DISPOSE OF
HAZARDOUS MATERIAL ACCORDING TO
ALL STATE, FEDERAL, AND LOCAL
REGULATIONS. THIS INCLUDES
SUBMITTING REPORT OF
WASTEWATER TANK ABANDONMENT
TO KING COUNTY PUBLIC HEALTH.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE EC-102
MATCHLINE SEE EC-105PLANNORTH
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
CONSTRUCT TEMPORARY CHAIN LINK FENCE.
CONSTRUCT TEMPORARY ACCESS GATE.
INSTALL AND MAINTAIN STAKE AND WIRE FENCE OR HIGH VISIBILITY FENCING PER COR
STD. PLAN 212.00.
INSTALL AND MAINTAIN SILT FENCE PER COR STD. PLANS 214.00 AND 214.10.
INSTALL AND MAINTAIN SEDIMENT TRAP PER COR STD. PLAN 211.00.
INSTALL AND MAINTAIN BLOCK AND GRAVEL CURB INLET PROTECTION PER COR STD. PLAN
216.40.
INSTALL AND MAINTAIN CATCH BASIN INSERT PER COR STD. PLAN 216.30.
INSTALL AND MAINTAIN CURB AND GUTTER BARRIER PROTECTION PER COR STD. PLAN
216.50.
INSTALL WHEEL WASH PER COR STD. PLAN 215.00.
CONSTRUCT AND MAINTAIN STABILIZED CONSTRUCTION ENTRANCE PER COR STD. PLAN
215.10.
CONSTRUCT SURFACE ROUGHENING PER COR STD. PLAN 213.00.
CONTRACTOR SHALL COVER ALL EXPOSED SLOPES AND STOCKPILES WITH PLASTIC
COVERING PER COR STD. PLAN 213.30 OR AS DIRECTED BY THE CERTIFIED EROSION AND
SEDIMENT CONTROL LEAD.
CONSTRUCT STRAW WATTLES PER COR STD. PLAN 213.40.
CONSTRUCT SEDIMENT POND PER COR STD. PLANS 216.00 AND 216.10.
CONSTRUCT TEMPORARY PIPE SLOPE DRAIN PER COR STD. PLAN 217.30.
INSTALL AND MAINTAIN DITCH CHECK DAMS PER COR STD. PLAN 217.40.
INSTALL AND MAINTAIN TEMPORARY PIPES FOR SURFACE WATER RUNOFF.
INSTALL AND MAINTAIN TEMPORARY GROUNDWATER DEWATERING WELLS, PUMPS,
SEDIMENT TANKS IF GROUNDWATER IS ENCOUNTERED.
FURNISH, MAINTAIN ON-SITE, AND INSTALL TRASH PUMPS FOR OPEN EXCAVATION ZONES
NOT OTHERWISE INFLUENCED BY GROUNDWATER.
FURNISH AND INSTALL CHITOSAN ENHANCED STORMWATER TREATMENT SYSTEM(S) WITH
SAND FILTERS, PH CONTROL, AND SEDIMENT STORAGE AND PROCESSING TANKS.
9
10
11
12
13
14
15
16
17
18
19
20
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)EROSION AND SEDIMENT CONTROL
R-417414TED-27-41741
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
EXISTING POWER EASEMENTVVVVxxxxxxVVVVVVVV
SF SF SF SF SF SF SF SF
P
PPPP
P P P PPPP
SFSFSFSFSFSFSFSFSF(20' MIN.)
3
3
SED. TANK
SED. TANKBACKFLUSH TANKSAND FILTERCESFPUM
P
SED. POND
3HANG WIRE OR HIGH VISIBILITY FENCE
ON EXISTING FENCE AND INSTALL SILT
FENCE INSIDE EXISTING FENCE LINE
TYP.JEFFERSON AVE NE(PRIVATE ACCESS ROAD)50'
126'
FILL CUT
4
4
2
1
END REMOVE EXISTING CHAIN
LINK FENCE TO NORTH
1
CONSTRUCT TEMPORARY
DITCH AND PIPES TO
SEDIMENT POND
CONTAINED IN
MATERIAL STORAGE
1420
12
4
13
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE EC-103
MATCHLINE SEE EC-104MATCHLINE SEE EC-106
PLANNORTH
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
CONSTRUCT TEMPORARY CHAIN LINK FENCE.
CONSTRUCT TEMPORARY ACCESS GATE.
INSTALL AND MAINTAIN STAKE AND WIRE FENCE OR HIGH VISIBILITY FENCING PER COR
STD. PLAN 212.00.
INSTALL AND MAINTAIN SILT FENCE PER COR STD. PLANS 214.00 AND 214.10.
INSTALL AND MAINTAIN SEDIMENT TRAP PER COR STD. PLAN 211.00.
INSTALL AND MAINTAIN BLOCK AND GRAVEL CURB INLET PROTECTION PER COR STD. PLAN
216.40.
INSTALL AND MAINTAIN CATCH BASIN INSERT PER COR STD. PLAN 216.30.
INSTALL AND MAINTAIN CURB AND GUTTER BARRIER PROTECTION PER COR STD. PLAN
216.50.
INSTALL WHEEL WASH PER COR STD. PLAN 215.00.
CONSTRUCT AND MAINTAIN STABILIZED CONSTRUCTION ENTRANCE PER COR STD. PLAN
215.10.
CONSTRUCT SURFACE ROUGHENING PER COR STD. PLAN 213.00.
CONTRACTOR SHALL COVER ALL EXPOSED SLOPES AND STOCKPILES WITH PLASTIC
COVERING PER COR STD. PLAN 213.30 OR AS DIRECTED BY THE CERTIFIED EROSION AND
SEDIMENT CONTROL LEAD.
CONSTRUCT STRAW WATTLES PER COR STD. PLAN 213.40.
CONSTRUCT SEDIMENT POND PER COR STD. PLANS 216.00 AND 216.10.
CONSTRUCT TEMPORARY PIPE SLOPE DRAIN PER COR STD. PLAN 217.30.
INSTALL AND MAINTAIN DITCH CHECK DAMS PER COR STD. PLAN 217.40.
INSTALL AND MAINTAIN TEMPORARY PIPES FOR SURFACE WATER RUNOFF.
INSTALL AND MAINTAIN TEMPORARY GROUNDWATER DEWATERING WELLS, PUMPS,
SEDIMENT TANKS IF GROUNDWATER IS ENCOUNTERED.
FURNISH, MAINTAIN ON-SITE, AND INSTALL TRASH PUMPS FOR OPEN EXCAVATION ZONES
NOT OTHERWISE INFLUENCED BY GROUNDWATER.
FURNISH AND INSTALL CHITOSAN ENHANCED STORMWATER TREATMENT SYSTEM(S) WITH
SAND FILTERS, PH CONTROL, AND SEDIMENT STORAGE AND PROCESSING TANKS.
9
10
11
12
13
14
15
16
17
18
19
20
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
EROSION AND SEDIMENT CONTROL
R-417415TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
SFSFSFSFSFSFSFJEFFERSON AVE NE(PRIVATE ACCESS ROAD)NE 2ND ST
4
4 P/L
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE EC-105
PLANNORTH
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
CONSTRUCT TEMPORARY CHAIN LINK FENCE.
CONSTRUCT TEMPORARY ACCESS GATE.
INSTALL AND MAINTAIN STAKE AND WIRE FENCE OR HIGH VISIBILITY FENCING PER COR
STD. PLAN 212.00.
INSTALL AND MAINTAIN SILT FENCE PER COR STD. PLANS 214.00 AND 214.10.
INSTALL AND MAINTAIN SEDIMENT TRAP PER COR STD. PLAN 211.00.
INSTALL AND MAINTAIN BLOCK AND GRAVEL CURB INLET PROTECTION PER COR STD. PLAN
216.40.
INSTALL AND MAINTAIN CATCH BASIN INSERT PER COR STD. PLAN 216.30.
INSTALL AND MAINTAIN CURB AND GUTTER BARRIER PROTECTION PER COR STD. PLAN
216.50.
INSTALL WHEEL WASH PER COR STD. PLAN 215.00.
CONSTRUCT AND MAINTAIN STABILIZED CONSTRUCTION ENTRANCE PER COR STD. PLAN
215.10.
CONSTRUCT SURFACE ROUGHENING PER COR STD. PLAN 213.00.
CONTRACTOR SHALL COVER ALL EXPOSED SLOPES AND STOCKPILES WITH PLASTIC
COVERING PER COR STD. PLAN 213.30 OR AS DIRECTED BY THE CERTIFIED EROSION AND
SEDIMENT CONTROL LEAD.
CONSTRUCT STRAW WATTLES PER COR STD. PLAN 213.40.
CONSTRUCT SEDIMENT POND PER COR STD. PLANS 216.00 AND 216.10.
CONSTRUCT TEMPORARY PIPE SLOPE DRAIN PER COR STD. PLAN 217.30.
INSTALL AND MAINTAIN DITCH CHECK DAMS PER COR STD. PLAN 217.40.
INSTALL AND MAINTAIN TEMPORARY PIPES FOR SURFACE WATER RUNOFF.
INSTALL AND MAINTAIN TEMPORARY GROUNDWATER DEWATERING WELLS, PUMPS,
SEDIMENT TANKS IF GROUNDWATER IS ENCOUNTERED.
FURNISH, MAINTAIN ON-SITE, AND INSTALL TRASH PUMPS FOR OPEN EXCAVATION ZONES
NOT OTHERWISE INFLUENCED BY GROUNDWATER.
FURNISH AND INSTALL CHITOSAN ENHANCED STORMWATER TREATMENT SYSTEM(S) WITH
SAND FILTERS, PH CONTROL, AND SEDIMENT STORAGE AND PROCESSING TANKS.
9
10
11
12
13
14
15
16
17
18
19
20
KC TL# 1434000020
KC TL# 1623059133
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
KC TL# 1434000010
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
EROSION AND SEDIMENT CONTROL
R-417416TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
NE 3RD ST5
EXISTING RIGHT OF WAY
EXISTING CENTERLINE
SAWCUT AND REMOVE CURB AND GUTTER LIMITS
PER GRADING AND PAVING DRAWINGS, TYP.
LIMIT OF TRENCHING IN EXISTING
SOD LAWN SLOPE PER SEWER DRAWINGS
1
EXISTING 10' PSE UTILITY EASEMENT
9
PROTECT IN PLACE EXISTING TELEPHONE UTILITY
PROTECT IN PLACE EXISTING FIBER OPTIC AND UNDERGROUND ELECTRICAL
PROTECT IN PLACE EXISTING 8 IN. HIGH PRESSURE GAS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE CD-102
PLANNORTH
CONSTRUCTION NOTES:
CLEARING AND GRUBBING AND REMOVE EXISTING TREE.
ABATE AND REMOVE EXISTING STRUCTURE (SHED).
ABATE AND REMOVE EXISTING STRUCTURE (BUILDING).
REMOVE EXISTING UNDERGROUND STRUCTURE.
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE
PAVEMENT.
REMOVE EXISTING CATCH BASIN AND PIPES.
REMOVE EXISTING MANHOLE.
REMOVE EXISTING ECOLOGY BLOCK WALL
REMOVE EXISTING SIDEWALK OR BRICK PATH.
REMOVE EXISTING POWER SERVICE.
REMOVE EXISTING WATER SERVICE.
REMOVE EXISTING FENCE.
REMOVE EXISTING GAS SERVICE.
REMOVE EXISTING FIBER OR COMM SERVICE.
LOCATE, SALVAGE, AND REPLACE EXISTING TRAFFIC
BARRIER TYPE 2.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
GENERAL NOTES:
1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO EXCAVATION.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN
ESTABLISHED BY FIELD SURVEY OR AVAILABLE RECORD DRAWINGS
AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT
NECESSARILY COMPLETE. UTILITIES SHOWN ARE SCHEMATIC IN
NATURE AND MAY DEVIATE FROM THE SIZE AND DEPTH INDICATED.
3.CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AND SUBMIT
LOCATION AND DEPTH INFORMATION TO THE COUNTY AND
ENGINEER PRIOR TO UTILITY CONSTRUCTION. ALL POTENTIAL
CONFLICTS SHALL BE IDENTIFIED PRIOR TO ANY CONSTRUCTION.
4. CONTRACTOR SHALL REMOVE, FILL, PLUG, AND ABANDON EXISTING
UTILITIES ON-SITE TO MAKE CLEARANCE FOR NEW UTILITY SERVICE.
TEMPORARY SERVICE AND SEQUENCING OF WORK SHALL BE
DEVELOPED BY THE CONTRACTOR.
5. CONTRACTOR SHALL COORDINATE WITH UTILITIES FOR
RELOCATION, ABANDONING, REMOVAL, CAPPING, PLUGGING, AND
OTHER ADJUSTMENTS TO ADDRESS ON AND OFF-SITE UTILITIES.
6.SEE GRADING AND PAVING PLANS FOR WORK LIMITS
15
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
STORAGE LOCKER BUILDING
KC TL# 1623059144
GILROY FAMILY LLC
2829 NE 3RD ST 98056
(NEW CONSTRUCTION NOT SURVEYED)
SITE PREPARATION PLAN
R-417417TED-27-4174
TEMPORARY REMOVAL AND REPLACEMENT
OF POWER POLE GUY WIRES
FIBER OPTIC LINE TO BE RELOCATED TO NEW JOINT UTILITY TRENCH.
LIMIT OF TRENCHING IN EXISTING
SOD LAWN SLOPE PER SEWER DRAWINGS
SOD REPLACEMENT OVER POWER AND COMM NOT SHOWN
1
10
ELECTRICAL WIRE REMOVAL AND
UNDERGROUND INSTALLATION OF
WIRES BY PSE.
12 (578')
12
(412')
12 (135')
14 (750')
2 3
5
12 (65')
13 (500')
1 (3 TREES)
11 (435')
11 (720')
4 (STORMWATER SYSTEM)
6
6
7
4 (SEPTIC)
13
14
4 (STORMWATER SYSTEM)
14
6
1
3 9
12
(412')
1
10
(8,900 SF)
3
DECOMMISSION EXISTING MONITORING WELL
(WELL LOCATIONS ARE APPROXIMATE)
P/L
2
REMOVE TWO CONNEX
CONTAINERS AND ROOF
HAZARDOUS MATERIAL
CONTAINERS TO BE
REMOVED AND RETURNED
BY OWNER
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE CD-104 MATCHLINE SEE CD-103MATCHLINE SEE SP-101
PLANNORTH
CONSTRUCTION NOTES:
CLEARING AND GRUBBING AND REMOVE EXISTING TREE.
ABATE AND REMOVE EXISTING STRUCTURE (SHED).
ABATE AND REMOVE EXISTING STRUCTURE (BUILDING).
REMOVE EXISTING UNDERGROUND STRUCTURE.
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE
PAVEMENT.
REMOVE EXISTING CATCH BASIN AND PIPES.
REMOVE EXISTING MANHOLE.
REMOVE EXISTING ECOLOGY BLOCK WALL
REMOVE EXISTING SIDEWALK OR BRICK PATH.
REMOVE EXISTING POWER SERVICE.
REMOVE EXISTING WATER SERVICE.
REMOVE EXISTING FENCE.
REMOVE EXISTING GAS SERVICE.
REMOVE EXISTING FIBER OR COMM SERVICE.
LOCATE, SALVAGE, AND REPLACE EXISTING TRAFFIC
BARRIER TYPE 2.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
GENERAL NOTES:
1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO EXCAVATION.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN
ESTABLISHED BY FIELD SURVEY OR AVAILABLE RECORD DRAWINGS
AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT
NECESSARILY COMPLETE. UTILITIES SHOWN ARE SCHEMATIC IN
NATURE AND MAY DEVIATE FROM THE SIZE AND DEPTH INDICATED.
3.CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AND SUBMIT
LOCATION AND DEPTH INFORMATION TO THE COUNTY AND
ENGINEER PRIOR TO UTILITY CONSTRUCTION. ALL POTENTIAL
CONFLICTS SHALL BE IDENTIFIED PRIOR TO ANY CONSTRUCTION.
4. CONTRACTOR SHALL REMOVE, FILL, PLUG, AND ABANDON EXISTING
UTILITIES ON-SITE TO MAKE CLEARANCE FOR NEW UTILITY SERVICE.
TEMPORARY SERVICE AND SEQUENCING OF WORK SHALL BE
DEVELOPED BY THE CONTRACTOR.
5. CONTRACTOR SHALL COORDINATE WITH UTILITIES FOR
RELOCATION, ABANDONING, REMOVAL, CAPPING, PLUGGING, AND
OTHER ADJUSTMENTS TO ADDRESS ON AND OFF-SITE UTILITIES.
6.SEE GRADING AND PAVING PLANS FOR WORK LIMITS
15
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)SITE PREPARATION PLAN
R-417418TED-27-41742
JEFFERSON AVE NE(PRIVATE ACCESS ROAD)NEW TELEPHONE COMM PEDESTAL AND CONNECTION WITH
SITE JOINT UTILITY TRENCH FOR SERVICE TO BUILDING
13 (500')
11 (435')
11 (720')
14
12
12
5
PROTECT EXISTING COUNTY FIBER OPTIC IN PLACE
(578')
(450')
15
15
5 (SEE GRADING AND PAVING PLANS)
5 (SEE GRADING AND PAVING PLANS)
DECOMMISSION EXISTING MONITORING WELL
(WELL LOCATION IS APPROXIMATE)
CENTURYLINK WILL BE RELOCATED TO BE PARALLEL WITH
KING COUNTY FIBER OPTIC BEFORE THIS LINE CAN BE
ABANDONED ON-SITE. (SEE EP DRAWINGS)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE CD-105MATCHLINE SEE CD-102PLANNORTH
CONSTRUCTION NOTES:
CLEARING AND GRUBBING AND REMOVE EXISTING TREE.
ABATE AND REMOVE EXISTING STRUCTURE (SHED).
ABATE AND REMOVE EXISTING STRUCTURE (BUILDING).
REMOVE EXISTING UNDERGROUND STRUCTURE.
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE
PAVEMENT.
REMOVE EXISTING CATCH BASIN AND PIPES.
REMOVE EXISTING MANHOLE.
REMOVE EXISTING ECOLOGY BLOCK WALL
REMOVE EXISTING SIDEWALK OR BRICK PATH.
REMOVE EXISTING POWER SERVICE.
REMOVE EXISTING WATER SERVICE.
REMOVE EXISTING FENCE.
REMOVE EXISTING GAS SERVICE.
REMOVE EXISTING FIBER OR COMM SERVICE.
LOCATE, SALVAGE, AND REPLACE EXISTING TRAFFIC
BARRIER TYPE 2.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
GENERAL NOTES:
1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO EXCAVATION.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN
ESTABLISHED BY FIELD SURVEY OR AVAILABLE RECORD DRAWINGS
AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT
NECESSARILY COMPLETE. UTILITIES SHOWN ARE SCHEMATIC IN
NATURE AND MAY DEVIATE FROM THE SIZE AND DEPTH INDICATED.
3.CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AND SUBMIT
LOCATION AND DEPTH INFORMATION TO THE COUNTY AND
ENGINEER PRIOR TO UTILITY CONSTRUCTION. ALL POTENTIAL
CONFLICTS SHALL BE IDENTIFIED PRIOR TO ANY CONSTRUCTION.
4. CONTRACTOR SHALL REMOVE, FILL, PLUG, AND ABANDON EXISTING
UTILITIES ON-SITE TO MAKE CLEARANCE FOR NEW UTILITY SERVICE.
TEMPORARY SERVICE AND SEQUENCING OF WORK SHALL BE
DEVELOPED BY THE CONTRACTOR.
5. CONTRACTOR SHALL COORDINATE WITH UTILITIES FOR
RELOCATION, ABANDONING, REMOVAL, CAPPING, PLUGGING, AND
OTHER ADJUSTMENTS TO ADDRESS ON AND OFF-SITE UTILITIES.
6.SEE GRADING AND PAVING PLANS FOR WORK LIMITS
15
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
SITE PREPARATION PLAN
R-417419TED-27-41742
EXISTING
10' PSE EASEMENT
12 (578')
2
4 (SEPTIC)
4(SEPTIC)
4(SEPTIC)
13(500')
2
3
4 (STORMWATER SYSTEM)
6
10
11
7 3
10
1
14
(4,500 SF)
REMOVE
UNDERGROUND FUEL
STORAGE TANKS
P/L
REMOVE PALLET
RACK SYSTEM
REMOVE DUST
COLLECTION HOPPER
REMOVE GABLE ROOF
AND AIR COMPRESSOR
TANK SYSTEM
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE SP-102
MATCHLINE SEE CD-105PLANNORTH
CONSTRUCTION NOTES:
CLEARING AND GRUBBING AND REMOVE EXISTING TREE.
ABATE AND REMOVE EXISTING STRUCTURE (SHED).
ABATE AND REMOVE EXISTING STRUCTURE (BUILDING).
REMOVE EXISTING UNDERGROUND STRUCTURE.
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE
PAVEMENT.
REMOVE EXISTING CATCH BASIN AND PIPES.
REMOVE EXISTING MANHOLE.
REMOVE EXISTING ECOLOGY BLOCK WALL
REMOVE EXISTING SIDEWALK OR BRICK PATH.
REMOVE EXISTING POWER SERVICE.
REMOVE EXISTING WATER SERVICE.
REMOVE EXISTING FENCE.
REMOVE EXISTING GAS SERVICE.
REMOVE EXISTING FIBER OR COMM SERVICE.
LOCATE, SALVAGE, AND REPLACE EXISTING TRAFFIC
BARRIER TYPE 2.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
GENERAL NOTES:
1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO EXCAVATION.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN
ESTABLISHED BY FIELD SURVEY OR AVAILABLE RECORD DRAWINGS
AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT
NECESSARILY COMPLETE. UTILITIES SHOWN ARE SCHEMATIC IN
NATURE AND MAY DEVIATE FROM THE SIZE AND DEPTH INDICATED.
3.CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AND SUBMIT
LOCATION AND DEPTH INFORMATION TO THE COUNTY AND
ENGINEER PRIOR TO UTILITY CONSTRUCTION. ALL POTENTIAL
CONFLICTS SHALL BE IDENTIFIED PRIOR TO ANY CONSTRUCTION.
4. CONTRACTOR SHALL REMOVE, FILL, PLUG, AND ABANDON EXISTING
UTILITIES ON-SITE TO MAKE CLEARANCE FOR NEW UTILITY SERVICE.
TEMPORARY SERVICE AND SEQUENCING OF WORK SHALL BE
DEVELOPED BY THE CONTRACTOR.
5. CONTRACTOR SHALL COORDINATE WITH UTILITIES FOR
RELOCATION, ABANDONING, REMOVAL, CAPPING, PLUGGING, AND
OTHER ADJUSTMENTS TO ADDRESS ON AND OFF-SITE UTILITIES.
6.SEE GRADING AND PAVING PLANS FOR WORK LIMITS
15
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)SITE PREPARATION PLAN
R-417420TED-27-41742
2
2
JEFFERSON AVE NE(PRIVATE ACCESS ROAD)12 (578')
15
15
5
5 (SEE UTILITY PLANS)
CENTURYLINK WILL BE RELOCATED TO BE PARALLEL WITH
KING COUNTY FIBER OPTIC BEFORE THIS LINE CAN BE
ABANDONED ON-SITE (SEE UTILITY DRAWINGS).
P/L
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE CD-103
MATCHLINE SEE CD-104MATCHLINE SEE CD-106
PLANNORTH
CONSTRUCTION NOTES:
CLEARING AND GRUBBING AND REMOVE EXISTING TREE.
ABATE AND REMOVE EXISTING STRUCTURE (SHED).
ABATE AND REMOVE EXISTING STRUCTURE (BUILDING).
REMOVE EXISTING UNDERGROUND STRUCTURE.
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE
PAVEMENT.
REMOVE EXISTING CATCH BASIN AND PIPES.
REMOVE EXISTING MANHOLE.
REMOVE EXISTING ECOLOGY BLOCK WALL
REMOVE EXISTING SIDEWALK OR BRICK PATH.
REMOVE EXISTING POWER SERVICE.
REMOVE EXISTING WATER SERVICE.
REMOVE EXISTING FENCE.
REMOVE EXISTING GAS SERVICE.
REMOVE EXISTING FIBER OR COMM SERVICE.
LOCATE, SALVAGE, AND REPLACE EXISTING TRAFFIC
BARRIER TYPE 2.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
GENERAL NOTES:
1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO EXCAVATION.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN
ESTABLISHED BY FIELD SURVEY OR AVAILABLE RECORD DRAWINGS
AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT
NECESSARILY COMPLETE. UTILITIES SHOWN ARE SCHEMATIC IN
NATURE AND MAY DEVIATE FROM THE SIZE AND DEPTH INDICATED.
3.CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AND SUBMIT
LOCATION AND DEPTH INFORMATION TO THE COUNTY AND
ENGINEER PRIOR TO UTILITY CONSTRUCTION. ALL POTENTIAL
CONFLICTS SHALL BE IDENTIFIED PRIOR TO ANY CONSTRUCTION.
4. CONTRACTOR SHALL REMOVE, FILL, PLUG, AND ABANDON EXISTING
UTILITIES ON-SITE TO MAKE CLEARANCE FOR NEW UTILITY SERVICE.
TEMPORARY SERVICE AND SEQUENCING OF WORK SHALL BE
DEVELOPED BY THE CONTRACTOR.
5. CONTRACTOR SHALL COORDINATE WITH UTILITIES FOR
RELOCATION, ABANDONING, REMOVAL, CAPPING, PLUGGING, AND
OTHER ADJUSTMENTS TO ADDRESS ON AND OFF-SITE UTILITIES.
6.SEE GRADING AND PAVING PLANS FOR WORK LIMITS
15
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056 KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
SITE PREPARATION PLAN
R-417421TED-27-41741 2
NE 2ND STJEFFERSON AVE NE(PRIVATE ACCESS ROAD)15
5
P/L
CONTRACTOR SHALL COORDINATE WITH KING
COUNTY PARKS, SOLID WASTE, AND ROAD
FOR WORK AT NE 2ND AND JEFFERSON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE CD-105
PLANNORTH
CONSTRUCTION NOTES:
CLEARING AND GRUBBING AND REMOVE EXISTING TREE.
ABATE AND REMOVE EXISTING STRUCTURE (SHED).
ABATE AND REMOVE EXISTING STRUCTURE (BUILDING).
REMOVE EXISTING UNDERGROUND STRUCTURE.
SAWCUT AND REMOVE EXISTING ASPHALT CONCRETE
PAVEMENT.
REMOVE EXISTING CATCH BASIN AND PIPES.
REMOVE EXISTING MANHOLE.
REMOVE EXISTING ECOLOGY BLOCK WALL
REMOVE EXISTING SIDEWALK OR BRICK PATH.
REMOVE EXISTING POWER SERVICE.
REMOVE EXISTING WATER SERVICE.
REMOVE EXISTING FENCE.
REMOVE EXISTING GAS SERVICE.
REMOVE EXISTING FIBER OR COMM SERVICE.
LOCATE, SALVAGE, AND REPLACE EXISTING TRAFFIC
BARRIER TYPE 2.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
GENERAL NOTES:
1. CONTRACTOR SHALL LOCATE ALL UTILITIES PRIOR TO EXCAVATION.
2. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN
ESTABLISHED BY FIELD SURVEY OR AVAILABLE RECORD DRAWINGS
AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT
NECESSARILY COMPLETE. UTILITIES SHOWN ARE SCHEMATIC IN
NATURE AND MAY DEVIATE FROM THE SIZE AND DEPTH INDICATED.
3.CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AND SUBMIT
LOCATION AND DEPTH INFORMATION TO THE COUNTY AND
ENGINEER PRIOR TO UTILITY CONSTRUCTION. ALL POTENTIAL
CONFLICTS SHALL BE IDENTIFIED PRIOR TO ANY CONSTRUCTION.
4. CONTRACTOR SHALL REMOVE, FILL, PLUG, AND ABANDON EXISTING
UTILITIES ON-SITE TO MAKE CLEARANCE FOR NEW UTILITY SERVICE.
TEMPORARY SERVICE AND SEQUENCING OF WORK SHALL BE
DEVELOPED BY THE CONTRACTOR.
5. CONTRACTOR SHALL COORDINATE WITH UTILITIES FOR
RELOCATION, ABANDONING, REMOVAL, CAPPING, PLUGGING, AND
OTHER ADJUSTMENTS TO ADDRESS ON AND OFF-SITE UTILITIES.
6.SEE GRADING AND PAVING PLANS FOR WORK LIMITS
15
KC TL# 1434000020
KC TL# 1623059133
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
KC TL# 1434000010
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
SITE PREPARATION PLAN
R-417422TED-27-41741 2
315320325330335BH-1BH-2COCOCOSS
S SSSSS
S315320325330335BH-1BH-2COCOCO320'316'318'322'324'316'316'316'316'316'316'316'318'318'318'318'318'318'318'320'310'330'320'330'328'330'332'320'320'332'330'328'326'324'322'334'332'334'336'EVC
CCCCCCCCCCCCCCCCCCCCCCC
CCCC C
CEVEV
EVEVEVEVCCC
FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING320'316'318'322'324'316'316'316'316'316'316'316'318'318'318'318'318'318'318'320'310'330'320'330'328'330'332'320'320'332'330'328'326'324'322'334'332'334'336'PLANNORTHIN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)"C" - BUILDING STBUILDING SH"A" - BUILDING CAKC TL# 1434000020
JEFFERSON AVE NE
(PRIVATE ACCESS ROAD)
N
E
3
R
D
S
T NE 2ND STKC TL# 1623059133
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
STORAGE LOCKER BUILDING(SHOPS)(ADMIN)COLD MILL AND OVERLAY
EXISTING PAVEMENT, TYP. AND
RE-STRIPE ROAD
SAWCUT AND CONSTRUCT
DRIVE ACCESS, TYP.PLANNORTHSCALE: 1" = 50'
KC TL# 1623059144
GILROY FAMILY LLC
2829 NE 3RD ST 98056
KC TL# 1434000010
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
PLANTING AREA PER
LANDSCAPE DRAWINGS, TYP.
CONCRETE BUILDING PAD
SEE ADDITIONAL SHEETS
FOR ELEVATIONS, TYP.
HOT MIX ASPHALT
CONCRETE PAVEMENT
EQUIPMENT WASH-DOWN
AREA WITH RAISED CURB
SURROUND
GRAVEL YARD
SURFACE
RESTORE GRAVEL SHOULDER
OVER NEW WATER MAIN, TYP.
(NEW CONSTRUCTION NOT SURVEYED)
TRUCK WATER FILL STATION
MODULAR WETLANDS WATER
QUALITY TREATMENT
OIL WATER SEPARATOR
CUT AND FILL DAYLIGHT LINE.
ALL SLOPE SURFACE
RESTORATION BEYOND LINE
SHOWN INVOLVES REMOVING
EXISTING BRUSH AND WEEDS
AND REPLANTING PER
LANDSCAPE DRAWINGS
BIORETENTION POND(ENCLOSED STORAGE SHED)"B""D"(STORAGE SHED)"E"(STORAGE SHED)GRADING AND PAVING PLAN
CONTRACTOR SHALL COORDINATE WITH
SEGALE PROPERTIES FOR ANY WORK
OCCURRING NEAR THE DRIVEWAY
R-417423TED-27-41742
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
S
S
2 NE 3 RD ST320'322'324'316'316'316'318'318
'
318
'320'322'324'316'316'316'318'318
'
318
'
2
1
2
20'
TYP.
43'
38'
24'
1
5
4
3
4
MATCH EXISTING
GRADE, TYP.
EXISTING
SIDEWALK
EXISTING TRAFFIC
CURB AND GUTTER
R/W
(20LF) TO MATCH EXISTING FLOW LINE
AND TOP OF CURB
(SAWCUT REMOVE AND REPLACE
TO NEAREST EXISTING JOINTS, TYP.)
MATCH EXISTING SOD/GRASS SURFACE, TYP.
SOD REPLACEMENT NOT SHOWN FOR FIBER AND COMM
CONNECTION OR POWER UTILITY RELOCATION. SOD
REPLACEMENT SHALL BE CONSIDERED REPLACEMENT IN KIND
TO MATCH THE EXISTING SURFACE.
10'
10'
11'
11'
10'
10'
EXISTING 4' GRASS
BUFFER STRIP
NEW 12 IN. DIAM. SEWER CONNECTION IN STREET
EXISTING
FIBER OPTIC
EXISTING
UNDERGROUND
POWER (PSE)
EXISTING
WATER MAIN
EXISTING
GAS (PSE)
EXISTING
UNDERGROUND
FIBER OPTIC
EXISTING
UNDERGROUND
TELEPHONE
EXISTING
OVERHEAD
POWER (PSE)
223
224
225
226
MATCHLINE SEE CP-102
NOTE: SITE CONTOURS ARE 0.1'
OFF-SITE CONTOURS ARE 2'
PLANNORTH
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.ALL MANHOLE FRAMES AND COVERS SHALL BE
ADJUSTED TO FINISHED GRADE PER STD. PLAN 400.4
2.SEE DRAINAGE PLANS AND PROFILES FOR SURVEY
DATA RELATED TO DRAINAGE STRUCTURES.
3.SEE UTILITY DRAWINGS FOR VALVE COVERS,
VAULTS, AND RELATED APPURTENANCES WHICH
SHALL BE FLUSH WITH FINISHED GRADE.
4.SEE SPECIFICATIONS APPENDIX FOR APPLICABLE
CITY, COUNTY, AND OTHER STANDARD PLANS.
0.50' HMA CL 1/2 IN. (PG 64-22)
PER DETAIL 1 ON SHEET CP-501.
1.00' CRUSHED SURFACING BASE COURSE.
CONSTRUCT CEMENT CONCRETE TRAFFIC CURB
AND GUTTER PER COR STD. PLAN 101.
0.50' TOPSOIL TYPE A AND GRASS SEED
OR AS SHOWN IN LANDSCAPE PLANS.
CEMENT CONCRETE SIDEWALK
PER COR STD. PLAN 102, 4 IN. THICK.
COVERED SHED OPEN PARKING PAD
PER STRUCTURAL PLANS.
CONCRETE BUILDING PAD PER STRUCTURAL PLANS.
BIORETENTION POND PER COR STD. PLAN 262.00
0.20' COLD MILL AND HMA OVERLAY WITH HMA CL 1/2
IN. (PG 64-22).
CONSTRUCT CEMENT CONCRETE SIDEWALK PER COR
STD. PLAN 102 AND MODIFIED TO BE 6 IN. THICK.
CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
9
10
11
X
LEGEND
SYMBOL DENOTES GRADING POINT LOCATION. SEE
TABLES ON CP-511 AND CP-512 FOR POINT DATA AND
ELEVATION.
SURVEY CONTROL NOTES:
HORIZONTAL DATUM:
WASHINGTON STATE PLANE COORDINATE SYSTEM NAD 83/91 NORTH ZONE, US SURVEY FOOT.
DERIVED BY CONSTRAINING LIN AND ASSOCIATES PROJECT GPS OBSERVATIONS UTILIZING THE WASHINGTON
STATE REFERENCE NETWORK (WSRN),
TO CITY OF RENTON PUBLISHED CONTROL POINTS NO.'S 612 AND 1502
ALONG THE NORTH LINE OF SECTION 16, T 23 N, R 5 E, W.M.
BASIS OF BEARING:
DERIVED BETWEEN LIN AND ASSOCIATES CONTROL POINTS 101 AND 102
S 89°-13'-02" E ALONG THE NORTH LINE OF SECTION 16, T 23 N, R 5 E, W.M.
AS SHOWN IN CITY OF RENTON SHORT PLAT NO. LUA15-00676, AFN 20160303900006, RECORDS OF KING COUNTY,
WASHINGTON.
VERTICAL DATUM:
THE VERTICAL DATUM IS NAVD 88 US SURVEY FOOT. PROJECT ELEVATIONS DERIVED FROM SITE VERTICAL
BENCHMARK "HAFF", WSDOT MON ID NO. 5551, NGS PID SY5646
BENCHMARK EL.= 340.951
REFERENCES:
CITY OF RENTON SHORT PLAT NO. LUA15-00676, AFN 20160303900006, RECORDS OF KING COUNTY, WASHINGTON.
QUARTER SECTION MAP OF NW QUARTER, SECTION 16, TOWNSHIP 23 NORTH, RANGE 05 EAST W.M.
DATE VISITED
MARCH 7 - MAY 1, 2018
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
STORAGE LOCKER BUILDING
KC TL# 1623059144
GILROY FAMILY LLC
2829 NE 3RD ST 98056
(NEW CONSTRUCTION NOT SURVEYED)
GRADING AND PAVING PLAN
R-417424TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
RIM EL 329.62RIM EL 329.72
RIM EL 329.45
RIM EL 327.55
RIM EL 329.00
RIM EL 328.30
BH-1
RIM EL 327.26
RIM EL 328.31
RIM EL 328.21
CO
CO
COS
S
S
SS RIM EL 329.62RIM EL 329.72
RIM EL 329.45
RIM EL 327.55
RIM EL 329.00
RIM EL 328.30
BH-1
RIM EL 327.26
RIM EL 328.31
RIM EL 328.21
CO
CO
CO
W
"B" - BUILDING SH
FF EL 330.00
"C" - BUILDING ST
(ENCLOSED
STORAGE SHED)
FF EL 330.00316'318'316'316'316'318'318'318'320'320'-1.
2
7
%
TY
P
.
-1.18%
TYP.-1.80%TYP.-0.92%TYP.-1.68%TYP.FG EL 329.28
FG EL 329.56
329.80
329.80
328.403
2
7
.
6
0
3
2
7
.80328.00328.20328.40328.60328.80329.00329.20329.40-0.89%
TYP.
3
2
8
.
6
0
329.6
0
329.80
329.70
329.80
329.70
329.90328.80329.00329.20329.40329.60329.80327.60
327.80
328.00
328.
4
0
328.
6
0
328.80329.00329.20329.40329.60FILLFILLFILLFILL
W
W
W
W FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGW
FILL316'318'316'316'316'318'318'318'320'320'-1.
2
7
%
TY
P
.
-1.18%
TYP.-1.80%TYP.-0.92%TYP.-1.68%TYP.FG EL 329.28
FG EL 329.56
329.80
329.80
328.403
2
7
.
6
0
3
2
7
.80328.00328.20328.40328.60328.80329.00329.20329.40-0.89%
TYP.
3
2
8
.
6
0
329.6
0
329.80
329.70
329.80
329.70
329.90328.80329.00329.20329.40329.60329.80327.60
327.80
328.00
328.
4
0
328.
6
0
328.80329.00329.20329.40329.60
S
S
S
"D"
(STORAGE SHED)
"E"
(STORAGE SHED)
RIM EL 328.50
RIM EL 329.46
RIM EL 329.48
RIM EL 329.46
RIM EL 329.86
RIM EL 329.91
3
4
5
1233
32
31
88
35
87
34
117
116 118
119
120
121
123
122
125
124
FILL
EXISTING 10' PSE EASEMENT PER AFN 7905240853
NEW UTILITY
EASEMENT
TO BE DEVELOPED
5.00'
26.25'30.00'
5.22'
5.37'
29.50'
23.00'
5' TYP.
27.00'
8.00'5' TYP.
24'
5.00'
13'
4
7
10
66
1 2
FILL SLOPE
2:1 MAX.
FILL
LIMIT
LINE
4
P/L
FILL SLOPE
3:1 TYP.ROOF
OVERHANG
ROOF OVERHANG
WATER QUALITY TREATMENT
MODULAR WETLANDS
OIL WATER
SEPARATOR
DOMESTIC AND FIRE SERVICE VAULT
P/L
NEW EDGE OF
PAVEMENT
FLOW
SPLITTER
LIDS
VAULT MANHOLE LIDS,
SOLID (TYP.) FLUSH TO
FINISH GRADE
7
5
10
2
1 2
66
CUT AND FILL
LIMIT LINE
TOP OF BANK LIMIT 2'
OFF WALL OF BUILDING
OIL WATER
SEPARATOR
186
185 187
176
174
173
175
177 178
FURNISH CONCRETE WASHOUT
EVAPORATION TRAY
234
240 241179
WRIM EL 329.44
WRIM EL 329.49
23.25'36.00'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.ALL MANHOLE FRAMES AND COVERS SHALL BE
ADJUSTED TO FINISHED GRADE PER STD. PLAN 400.4
2.SEE DRAINAGE PLANS AND PROFILES FOR SURVEY
DATA RELATED TO DRAINAGE STRUCTURES.
3.SEE UTILITY DRAWINGS FOR VALVE COVERS,
VAULTS, AND RELATED APPURTENANCES WHICH
SHALL BE FLUSH WITH FINISHED GRADE.
4.SEE SPECIFICATIONS APPENDIX FOR APPLICABLE
CITY, COUNTY, AND OTHER STANDARD PLANS.
0.50' HMA CL 1/2 IN. (PG 64-22)
PER DETAIL 1 ON SHEET CP-501.
1.00' CRUSHED SURFACING BASE COURSE.
CONSTRUCT CEMENT CONCRETE TRAFFIC CURB
AND GUTTER PER COR STD. PLAN 101.
0.50' TOPSOIL TYPE A AND GRASS SEED
OR AS SHOWN IN LANDSCAPE PLANS.
CEMENT CONCRETE SIDEWALK
PER COR STD. PLAN 102, 4 IN. THICK.
COVERED SHED OPEN PARKING PAD
PER STRUCTURAL PLANS.
CONCRETE BUILDING PAD PER STRUCTURAL PLANS.
BIORETENTION POND PER COR STD. PLAN 262.00
0.20' COLD MILL AND HMA OVERLAY WITH HMA CL 1/2
IN. (PG 64-22).
CONSTRUCT CEMENT CONCRETE SIDEWALK PER COR
STD. PLAN 102 AND MODIFIED TO BE 6 IN. THICK.
CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
9
10
11
X
LEGEND
SYMBOL DENOTES GRADING POINT LOCATION. SEE
TABLES ON CP-511 AND CP-512 FOR POINT DATA AND
ELEVATION.
MATCHLINE SEE CP-104 MATCHLINE SEE CP-103MATCHLINE SEE CP-101
NOTE:
SITE CONTOURS ARE 0.1'
OFF-SITE CONTOURS ARE 2'
PLANNORTH
A
CP-201
B
CP-201
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)1
CP-502
5
CP-501
6
CP-501
1
CP-503
GRADING AND PAVING PLAN
R-417425TED-27-41742
2
CP-503
2
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
RIM EL 330.52
RIM EL 329.65
RIM EL 329.70
RIM EL 329.68
RIM EL 329.60
RIM EL 329.65
RIM EL 330.51
BH-2
RIM EL 330.22
S W
W
W
RIM EL 330.52
RIM EL 329.65
RIM EL 329.70
RIM EL 329.68
RIM EL 329.60
RIM EL 329.65
RIM EL 330.51
BH-2
RIM EL 330.22
W
W
W
W
W
W
1
2
"B" - BUILDING SH
FF EL 330.00
"C" - BUILDING ST
(ENCLOSED STORAGE SHED)
FF EL 330.00
JEFFERSON AVE NE(PRIVATE ACCESS ROAD)320
'
31
0
'
3
3
0
'
-0
.
7
3
%
T
Y
P
.
-1.29%
TYP.
-1.
3
7
%
TY
P
.
-1.91%
TYP.
FG EL 329.85
331.60331.80332.00332.00332.20332.40330.60330.80331.00-1.80%
TYP.
-1.84%
TYP.
-2.60%
TYP.-0.87%TYP.-2.25%
TYP.329.70329.80329.903
3
0
.
0
0
3
3
0
.
1
0
3
3
0
.
2
0
3
3
0
.
3
0
3
3
0
.
4
0
3
3
0
.
5
0 331.20331.40331.60331.803
3
2
.
0
0
332.20
332.4
0
332.00331.80331.60331.4
0
332.
4
0
332.6
0
332.80333.00CCCCCCCCCCCCCCCCCCCCCCCCCCCCEVEVEV EV
FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING
CUT CUT
FILL CUT
320
'
31
0
'
3
3
0
'
-0
.
7
3
%
T
Y
P
.
-1.29%
TYP.
-1.
3
7
%
TY
P
.
-1.91%
TYP.
FG EL 329.85
331.60331.80332.00332.00332.20332.40330.60330.80331.00-1.80%
TYP.
-1.84%
TYP.
-2.60%
TYP.-0.87%TYP.-2.25%
TYP.329.70329.80329.903
3
0
.
0
0
3
3
0
.
1
0
3
3
0
.
2
0
3
3
0
.
3
0
3
3
0
.
4
0
3
3
0
.
5
0 331.20331.40331.60331.803
3
2
.
0
0
332.20
332.4
0
332.00331.80331.60331.4
0
332.
4
0
332.6
0
332.80333.00TC
TC
TC
TC
TC
TC
TC
TC
TCTC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
TC
RIM EL 329.84
RIM EL 329.89
16
8
7
6
13
15
14
20
19
17
18
24
23
22
21
2827
26
43
42
44
45
41
40
38
39
11
10
9
30
29
25
36
37
126
127
12827.83'
23.00'
5' TYP.
27.00'
5'
24'
24.00'
4'
2.00'
MIN.
26.50'
5' TYP.
24'
9'
24.00'24.00'
9.00'
6.00'
8.00'
10.00'
24.00'
24.00'24.00'
23.33'
27.00'
11'
4'
9.00'
6.00'
11.31'
20.81'
32.13'±
10.50'
10.50'10.32'
4
2
2
1
77
7
FILL SLOPE VARIES
3:1 TYP.
1 2
MATCH EDGE OF EXISTING PAVEMENT
2
MATCH EDGE OF
EXISTING PAVEMENT
NEW WATER
VALVE, TYP.
4
4
4
MATCH EDGE OF EXISTING PAVEMENT
9
9
REMOVE AND REPLACE JERSEY
BARRIER AS NEEDED
P/L
NEW EDGE OF
PAVEMENT
SAWCUT EXISTING PAVEMENT
AND MATCH EXISTING
NEW EDGE OF PAVEMENT
VAULT MANHOLE
LIDS, SOLID (TYP.)
FLUSH TO
FINISH GRADE
10
4
11
11
11
11
11
11
11
180
181
182
205 206
207
208
211
212
215
216
218
217
214
213
210
209 219
220
221
222
235 236
237 238
239
W
SHOULDER GRADING/LEVELING
SHOULDER GRADING/LEVELING
W
RIM EL 332.42
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE CP-105MATCHLINE SEE CP-102NOTE: SITE CONTOURS ARE 0.1'
OFF-SITE CONTOURS ARE 2'
PLANNORTH
B
CP-201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.ALL MANHOLE FRAMES AND COVERS SHALL BE
ADJUSTED TO FINISHED GRADE PER STD. PLAN 400.4
2.SEE DRAINAGE PLANS AND PROFILES FOR SURVEY
DATA RELATED TO DRAINAGE STRUCTURES.
3.SEE UTILITY DRAWINGS FOR VALVE COVERS,
VAULTS, AND RELATED APPURTENANCES WHICH
SHALL BE FLUSH WITH FINISHED GRADE.
4.SEE SPECIFICATIONS APPENDIX FOR APPLICABLE
CITY, COUNTY, AND OTHER STANDARD PLANS.
0.50' HMA CL 1/2 IN. (PG 64-22)
PER DETAIL 1 ON SHEET CP-501.
1.00' CRUSHED SURFACING BASE COURSE.
CONSTRUCT CEMENT CONCRETE TRAFFIC CURB
AND GUTTER PER COR STD. PLAN 101.
0.50' TOPSOIL TYPE A AND GRASS SEED
OR AS SHOWN IN LANDSCAPE PLANS.
CEMENT CONCRETE SIDEWALK
PER COR STD. PLAN 102, 4 IN. THICK.
COVERED SHED OPEN PARKING PAD
PER STRUCTURAL PLANS.
CONCRETE BUILDING PAD PER STRUCTURAL PLANS.
BIORETENTION POND PER COR STD. PLAN 262.00
0.20' COLD MILL AND HMA OVERLAY WITH HMA CL 1/2
IN. (PG 64-22).
CONSTRUCT CEMENT CONCRETE SIDEWALK PER COR
STD. PLAN 102 AND MODIFIED TO BE 6 IN. THICK.
CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
9
10
11
X
LEGEND
SYMBOL DENOTES GRADING POINT LOCATION. SEE
TABLES ON CP-511 AND CP-512 FOR POINT DATA AND
ELEVATION.KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
3
CP-501
3
CP-502
2
CP-501
4
CP-501
4
CP-501
1
CP-504
2
CP-504
1
CP-510
1,2
CP-505
1
CP-506
1
CP-507
1
CP-509
GRADING AND PAVING PLAN
R-417426TED-27-41742 2
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
RIM EL 328.42 RIM EL 328.50
RIM EL 328.20RIM EL 328.20
SRIM EL 328.42 RIM EL 328.50
RIM EL 328.20RIM EL 328.20
W
W
WW
W
W
"A" - BUILDING CA
FF EL 330.80
EXISTING
10' PSE EASEMENT
PER AFN 7905240853316'318'320'330'328'-1.07%TYP.-1.77%
TYP.
-1.32%
TYP.
FG EL 329.85
330.00
330.20
330.40
330.60
330.80328.60328.80329.00329.20329.40329.60329.80329.60329.80329.80329.60329.40"A" - BUILDING CA
GRADE BREAK
AT 0.95%
W
POTENTIAL FUTURE ACCESS PATH
BETWEEN COUNTY PROPERTIES
EAST BIORETENTION POND
FLOOR ELEVATION 328.00WEST BIORETENTION POND
FLOOR ELEVATION 328.00 FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFILLCUTCUTCUTFILL
FILL FILL
W
316'318'320'330'328'-1.07%TYP.-1.77%
TYP.
-1.32%
TYP.
FG EL 329.85
330.00
330.20
330.40
330.60
330.80328.60328.80329.00329.20329.40329.60329.80329.60329.80329.80329.60329.4083
89 80
78
77
76 75
74
85
84
71
69
72
68
RIM EL 328.57
RIM EL 328.61
RIM EL 329.26
RIM EL 329.14
RIM EL 329.20
RIM EL 330.22
RIM EL 330.16
RIM EL 330.15
191
192
189
190
79
82
81
54.00'
15.00'
5'
8
4
22 77
1 2
NEW WATER
VALVE, TYP.
P/L
FILL SLOPE
3:1 TYP.
FILL SLOPE VARIES
2:1 MAXIMUM
TO MATCH EXISTING
AT P/L TYP.
"A" - BUILDING CA
ELEVATION
329.97
"A" - BUILDING CA ELEVATION
GRADE BREAK
P/L
P/L
NEW UTILITY EASEMENT
SEE SHEET CP-107 FOR BIORETENTION
POND AND ASSOCIATED PATH GRADING
8
4
2:1 FILL
SLOPE MAX
193
194 195
196 197
198
199
200
201
202
203
204 229
230
231
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE CP-102
MATCHLINE SEE CP-105NOTE: SITE CONTOURS ARE 0.1'
OFF-SITE CONTOURS ARE 2'
PLANNORTH
A
CP-201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.ALL MANHOLE FRAMES AND COVERS SHALL BE
ADJUSTED TO FINISHED GRADE PER STD. PLAN 400.4
2.SEE DRAINAGE PLANS AND PROFILES FOR SURVEY
DATA RELATED TO DRAINAGE STRUCTURES.
3.SEE UTILITY DRAWINGS FOR VALVE COVERS,
VAULTS, AND RELATED APPURTENANCES WHICH
SHALL BE FLUSH WITH FINISHED GRADE.
4.SEE SPECIFICATIONS APPENDIX FOR APPLICABLE
CITY, COUNTY, AND OTHER STANDARD PLANS.
0.50' HMA CL 1/2 IN. (PG 64-22)
PER DETAIL 1 ON SHEET CP-501.
1.00' CRUSHED SURFACING BASE COURSE.
CONSTRUCT CEMENT CONCRETE TRAFFIC CURB
AND GUTTER PER COR STD. PLAN 101.
0.50' TOPSOIL TYPE A AND GRASS SEED
OR AS SHOWN IN LANDSCAPE PLANS.
CEMENT CONCRETE SIDEWALK
PER COR STD. PLAN 102, 4 IN. THICK.
COVERED SHED OPEN PARKING PAD
PER STRUCTURAL PLANS.
CONCRETE BUILDING PAD PER STRUCTURAL PLANS.
BIORETENTION POND PER COR STD. PLAN 262.00
0.20' COLD MILL AND HMA OVERLAY WITH HMA CL 1/2
IN. (PG 64-22).
CONSTRUCT CEMENT CONCRETE SIDEWALK PER COR
STD. PLAN 102 AND MODIFIED TO BE 6 IN. THICK.
CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
9
10
11
X
LEGEND
SYMBOL DENOTES GRADING POINT LOCATION. SEE
TABLES ON CP-511 AND CP-512 FOR POINT DATA AND
ELEVATION.
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)3
CP-502
2
CP-502
4
CP-502
(20 LF)
5
CP-502
GRADING AND PAVING PLAN
R-417427TED-27-41742
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
RIM EL 330.46
RIM EL 330.49
RIM EL 330.50
W
W
RIM EL 330.46
RIM EL 330.49
RIM EL 330.50
"A" - BUILDING CA
FF EL 330.80
JEFFERSON AVE NE(PRIVATE ACCESS ROAD)330'332'332'330'328'326'324'
322'334'332'334'336'-1.4
2
%
TYP.-1.94%TYP.-1.26%TYP.FG EL 331.60
33
1
.
2
0
33
1
.
4
0332.00332.20332.40-0.87%TYP.3.03%TYP.3.06%TYP.0.79%
TYP.
0.31%
TYP.330.60330.70330.50
330.40
330.30 33
1
.
6
0
331
.
8
0332.40332.20
3
3
2
.
0
0
3
3
2
.
6
0
331
.
8
0
333.00
330.60
330.40
330.50
9.90%
TYP.12.43%TYP.EXISTING PSE TRANSMISSION EASEMENT PER AFN 2571770 & 3425304
W W
W
2
EVCCEVEVCCCFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGW
FILL
W
330'332'332'330'328'326'324'
322'334'332'334'336'-1.4
2
%
TYP.-1.94%TYP.-1.26%TYP.FG EL 331.60
33
1
.
2
0
33
1
.
4
0332.00332.20332.40-0.87%TYP.3.03%TYP.3.06%TYP.0.79%
TYP.
0.31%
TYP.330.60330.70330.50
330.40
330.30 33
1
.
6
0
331
.
8
0332.40332.20
3
3
2
.
0
0
3
3
2
.
6
0
331
.
8
0
333.00
330.60
330.40
330.50
9.90%
TYP.12.43%TYP.66
67
TC
TC
TC
TC
TC
TC TC
TC
TC
TC
TCTC
TC
TC
R=12.00'
Δ = 152.59°
L = 23.32'
T = 49.21'
R=8.00'
Δ = 83.67°
L = 10.67'
T = 7.16'
R=2.00'
Δ = 83.67°
L = 2.67'
T = 1.79'
PC
PT
PT
PC
PT
PC
RIM EL 330.75
RIM EL 330.74
RIM EL 330.50
RIM EL 330.52
RIM EL 330.52
RIM EL 330.34 RIM EL 333.10
49
46 54
48
53
56
55
59
60
64
63
61
86
62
52
47
51
50
57 58
55
129
131
130
142
133
134
143
141
132
135
140
136
139
137
138
144
145
171
R=9.96'
Δ = 86.27°
L = 13.63'
T = 9.34'
R=4.00'
Δ = 90.00°
L = 5.66'
T = 4.00'
FILL FILL
7.00'
8.27'
5.00'
24.00'
10.00'
7.93'
32.50'
6.00'
24.00'24.00'
6'
8'
24.00'
6'
8'
8
2
77
1 2
EDGE OF EXISTING PAVEMENT
NEW WATER
VALVE, TYP.
4
4
FILL SLOPE VARIES
7:1 MAXIMUM
TO MATCH EXISTING
AT P/L TYP.
1 9
DOMESTIC AND FIRE
SERVICE VAULT
SEE CP-107 FOR
WALKWAY GRADING
EXISTING DRIVEWAY
11
11
11
11
3.5% MAX SLOPE AND
1.5% MAX CROSS SLOPE
188
227
228
232
242
243
W
2 SHOULDER GRADING/LEVELING
SHOULDER GRADING/LEVELING
21
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE CP-103
MATCHLINE SEE CP-104MATCHLINE SEE CP-106
NOTE: SITE CONTOURS ARE 0.1'
OFF-SITE CONTOURS ARE 2'
PLANNORTH
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.ALL MANHOLE FRAMES AND COVERS SHALL BE
ADJUSTED TO FINISHED GRADE PER STD. PLAN 400.4
2.SEE DRAINAGE PLANS AND PROFILES FOR SURVEY
DATA RELATED TO DRAINAGE STRUCTURES.
3.SEE UTILITY DRAWINGS FOR VALVE COVERS,
VAULTS, AND RELATED APPURTENANCES WHICH
SHALL BE FLUSH WITH FINISHED GRADE.
4.SEE SPECIFICATIONS APPENDIX FOR APPLICABLE
CITY, COUNTY, AND OTHER STANDARD PLANS.
0.50' HMA CL 1/2 IN. (PG 64-22)
PER DETAIL 1 ON SHEET CP-501.
1.00' CRUSHED SURFACING BASE COURSE.
CONSTRUCT CEMENT CONCRETE TRAFFIC CURB
AND GUTTER PER COR STD. PLAN 101.
0.50' TOPSOIL TYPE A AND GRASS SEED
OR AS SHOWN IN LANDSCAPE PLANS.
CEMENT CONCRETE SIDEWALK
PER COR STD. PLAN 102, 4 IN. THICK.
COVERED SHED OPEN PARKING PAD
PER STRUCTURAL PLANS.
CONCRETE BUILDING PAD PER STRUCTURAL PLANS.
BIORETENTION POND PER COR STD. PLAN 262.00
0.20' COLD MILL AND HMA OVERLAY WITH HMA CL 1/2
IN. (PG 64-22).
CONSTRUCT CEMENT CONCRETE SIDEWALK PER COR
STD. PLAN 102 AND MODIFIED TO BE 6 IN. THICK.
CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
9
10
11
X
LEGEND
SYMBOL DENOTES GRADING POINT LOCATION. SEE
TABLES ON CP-511 AND CP-512 FOR POINT DATA AND
ELEVATION.
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
2
CP-506
1
CP-508
1
CP-509
2
CP-506
GRADING AND PAVING PLAN
R-417428TED-27-41741
2
2
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
W
2JEFFERSON AVE NE(PRIVATE ACCESS ROAD)340'
330'
320'
320'6'NE 2ND ST
43'
10' TYP.
W
340'
330'
320'
320'5'31'
2
1
EDGE OF EXISTING
PAVEMENT
P/L
NEW WATER
VALVE, TYP.
EDGE OF EXISTING
PAVEMENT
EXISTING PROPERTY LINE AND FENCE LINE
SHOULDER GRADING/LEVELING
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE CP-105
NOTE: SITE CONTOURS ARE 0.1'
OFF-SITE CONTOURS ARE 2'
PLANNORTH
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.ALL MANHOLE FRAMES AND COVERS SHALL BE
ADJUSTED TO FINISHED GRADE PER STD. PLAN 400.4
2.SEE DRAINAGE PLANS AND PROFILES FOR SURVEY
DATA RELATED TO DRAINAGE STRUCTURES.
3.SEE UTILITY DRAWINGS FOR VALVE COVERS,
VAULTS, AND RELATED APPURTENANCES WHICH
SHALL BE FLUSH WITH FINISHED GRADE.
4.SEE SPECIFICATIONS APPENDIX FOR APPLICABLE
CITY, COUNTY, AND OTHER STANDARD PLANS.
0.50' HMA CL 1/2 IN. (PG 64-22)
PER DETAIL 1 ON SHEET CP-501.
1.00' CRUSHED SURFACING BASE COURSE.
CONSTRUCT CEMENT CONCRETE TRAFFIC CURB
AND GUTTER PER COR STD. PLAN 101.
0.50' TOPSOIL TYPE A AND GRASS SEED
OR AS SHOWN IN LANDSCAPE PLANS.
CEMENT CONCRETE SIDEWALK
PER COR STD. PLAN 102, 4 IN. THICK.
COVERED SHED OPEN PARKING PAD
PER STRUCTURAL PLANS.
CONCRETE BUILDING PAD PER STRUCTURAL PLANS.
BIORETENTION POND PER COR STD. PLAN 262.00
0.20' COLD MILL AND HMA OVERLAY WITH HMA CL 1/2
IN. (PG 64-22).
CONSTRUCT CEMENT CONCRETE SIDEWALK PER COR
STD. PLAN 102 AND MODIFIED TO BE 6 IN. THICK.
CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
9
10
11
X
LEGEND
SYMBOL DENOTES GRADING POINT LOCATION. SEE
TABLES ON CP-511 AND CP-512 FOR POINT DATA AND
ELEVATION.
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
KC TL# 1434000010
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
GRADING AND PAVING PLAN
R-417429TED-27-417412
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
RIM EL 328.50RIM EL 328.50
FG EL 329.85
FILL
FG EL 329.85
PT PC
PC
PC
PC
PT
PT PT
R=14.50'
Δ = 33.89°
L = 8.45'
T = 4.42'
94
95
106
105
104103
102
101
93
100
99
9291
90
97 98
96147
151
160
161
148
150
149
146 162
R=20.00'
Δ = 34.16°
L = 11.75'
T = 6.15'
R=20.00'
Δ = 29.92°
L = 10.33'
T = 5.34'
R=25.50'
Δ = 29.92°
L = 13.16'
T = 6.81'
R=14.50'
Δ = 36.60°
L = 9.11'
T = 4.80'
R=20.00'
Δ = 38.04°
L = 13.04'
T = 6.89'
R=14.50'
Δ = 38.04°
L = 9.45'
T = 5.00'328'FILL
328'PC
PT
PCPC
PC PT
107
108 109
110 111
113 114
115
112
152
153
154
155
156
157
158 159
163 165
164
166
167
168
169
R=20.04'
Δ = 25.29°
L = 8.77'
T = 4.50'
R=20.00'
Δ = 25.00°
L = 8.66'
T = 4.43'
R=20.06'
Δ = 40.39°
L = 13.85'
T = 7.38'
R=20.00'
Δ = 29.84°
L = 10.30'
T = 5.33'
R=14.50'
Δ = 29.84°
L = 7.47'
T = 3.86'
229
230
231
POINT TABLE
NUMBER
90
91
92
93
94
95
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
146
ELEVATION
328.45
328.70
328.00
329.39
330.60
328.00
328.83
329.04
329.39
329.58
329.40
329.86
329.65
330.00
329.62
329.92
330.80
330.18
330.28
330.46
330.49
330.37
330.34
330.50
330.67
329.74
NORTHING
180156.32
180151.19
180153.84
180155.35
180153.46
180143.47
180129.54
180139.99
180129.74
180129.73
180134.99
180137.47
180129.53
180134.72
180134.72
180139.93
180154.42
180123.38
180124.01
180129.76
180129.32
180125.30
180123.86
180125.02
180150.42
180141.38
EASTING
1307497.16
1307497.07
1307500.58
1307551.05
1307652.88
1307662.98
1307507.82
1307514.73
1307548.06
1307559.81
1307549.68
1307585.03
1307615.93
1307644.81
1307617.77
1307643.07
1307691.82
1307714.44
1307724.72
1307742.00
1307755.84
1307765.75
1307774.28
1307801.47
1307801.91
1307579.04
POINT TABLE
NUMBER
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
ELEVATION
329.74
329.75
330.00
330.12
329.53
330.10
330.20
330.51
330.41
330.40
330.30
330.27
330.45
329.96
329.75
328.00
328.00
328.00
328.00
328.00
328.00
330.49
330.44
NORTHING
180141.03
180134.63
180140.69
180135.35
180134.97
180128.80
180129.37
180137.70
180133.94
180134.18
180131.02
180129.36
180130.52
180137.27
180129.41
180145.37
180141.25
180143.42
180140.35
180142.63
180130.57
180125.06
180130.57
EASTING
1307579.83
1307627.22
1307656.47
1307655.12
1307558.13
1307715.35
1307723.45
1307748.46
1307757.75
1307758.48
1307766.26
1307775.33
1307801.57
1307594.13
1307628.96
1307655.22
1307690.99
1307750.67
1307747.78
1307794.03
1307791.64
1307799.05
1307798.96
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)MATCHLINE SEE BELOWNOTE: SITE CONTOURS ARE 0.1'
OFF-SITE CONTOURS ARE 2'
PLANNORTH
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)MATCHLINE SEE BELOWX X
GRADING AND PAVING PLAN
R-417430TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
BUILDING
CA
(ADMIN)
BUILDING SH
(SHOPS)
BUILDING
ST
EQUIPMENT
SHED
50.31%FINISHED GRADE
(ALL SLOPES SHOWN ARE
TYPICAL, SEE GRADING
PLAN FOR SPECIFIC
ELEVATIONS AND SLOPES)
EXISTING
GRADE
1
3 4
3
4
3
45
5
6
P/LP/L
P/L
P/L
VARIABLE SLOPE
(MAX 2:1) TO MATCH
EXISTING AT PROPERTY
LINE
VARIES 11'-12' AND
INCLUDES A 10' PLANTED
BUFFER AREA
NEW 8' HIGH
CHAIN LINK
FENCE
7.00'
OVERHANG 7.00'
OVERHANG
BIORETENTION PONDS
WALKWAY
5' CLEAR
ZONE
5' CLEAR
ZONE
7'
CLEAR
ZONE
SLOPE VARIES
2:1 TO 3:1
(ST)
(ST)
(W)
(SS)
23.50'
OVERHANG
EXISTING
2:1 SLOPE SHALL BE
CLEAR AND
GRUBBED AND
REPLANTED PER
LANDSCAPE PLANS
NEW TOP OF SLOPE AND
EDGE OF PAVEMENT
TOE OF
SLOPE
FILL LINE
PER GRADING
PLANS, TYP.
6
5
(SS)
SITE DRAINAGE
TYP. (SEE UD PLANS)
(W)
PRIVATE
ACCESS
ROAD
VAR.
30'-32.50'
EXISTING
FENCE
KC TL#1623059059GENERAL YARD BUILDING ST BEYOND ACCESS DRIVE
BUILDINGS CA AND SH BEHIND
8' HIGH ORNAMENTAL METAL
PICKET FENCE
(P/C)
(P/C)
(P/C)
UTILITY EASEMENT PER PLANS 3:1
(W)
10' PLANTED
BUFFER OR
DRIVEWAY
71
2
1
2(W)
FINISHED
GRADE
EXISTING
GRADE
TO DRAINAGE
SYSTEM BEYOND
2
-1.2%
-1.3%
-0.5%-0.7%-0.3%-0.7%-0.6%
VAR. -2.0% TY
P
.
-1.6%-1.0%-1.5%
-1.0%
VAR
NEW 8' HIGH CHAIN LINK FENCE
NEW 6' HIGH ORNAMENTAL
METAL PICKET FENCE
SEE FENCING PLANS
SHOULDER
RESTORATION
COLDMILL
AND OVERLAY
INSTALL NEW 8'
HIGH CLF AT
PROPERTY LINE
C/LJEFFERSONAVE
PLANTED
AREA
2' AT 2%
SLOPE TYP.
SEE STORMWATER PLANS
SEE WATER PLANS
SEE SEWER PLANS
SEE ELECTRICAL PLANS
60'
P/L
(P/C)
VAR
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
1.00' CRUSHED SURFACING
BASE COURSE
2
0.50' HMA CL 1/2 IN. (PG 64-22)1
CONCRETE BUILDING PAD PER
STRUCTURAL PLANS
3
FOUNDATION MATERIAL, AND
MOISTURE BARRIER PER
ARCHITECTURAL PLANS
4
COMMON BORROW5
EMBANKMENT COMPACTION6
0.50' TOPSOIL TYPE A AND GRASS
SEED OR AS SHOWN IN LANDSCAPE
PLANS
7
NORTH TO SOUTH TYPICAL PROFILE
CP-102, CP-104
WEST TO EAST TYPICAL PROFILE
CP-102, CP-103
NOT TO SCALE
2
CP-502
A
-
4
CP-501
2
CP-501
1
CP-502
B
-
NOT TO SCALE
GRADING SECTIONS
R-417431TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
0.20' HMA CL 1
2 IN. (PG 64-22)
TYPICAL PAVEMENT SECTION
NTS
16' TYP.
NEW PAVEMENT SECTION
0.30' HMA CL 1
2 IN. (PG 64-22)
0.83' CRUSHED SURFACING
BASE COURSE
0.17' CRUSHED SURFACING
TOP COURSE
0.20' COLD MILL EXISTING PAVEMENT
PLACE 0.20' HMA CL 1
2 IN. (PG 64-22)
EXISTING PAVEMENT SECTION
EXISTING EDGE OF PAVEMENT
RE-GRADE EXISTING SHOULDER TO
MATCH EXISTING SLOPE AND PLACE
FEATHER 0.17' CRUSHED SURFACING
BASE COURSE TO BARRIER LINE, TYP.
EXISTING BASE AND
SUBGRADE SECTION
TYPICAL SHOULDER RESTORATION SECTION
NTS
EXISTING GRAVITY BLOCK BARRIER TO
BE REMOVED, HAULED, STOCKPILED,
HAULED, AND REPLACED WHERE UTILITY
WORK UNDERMINES EXISTING BLOCKS.
WHERE UTILITIES CROSS, SEE TRENCH
BACKFILL CRITERIA FOR SHOULDER
RESTORATION.
0.20' HMA CL 1
2 IN. (PG 64-22)
EXISTING PAVEMENT TO REMAIN
0.17' CRUSHED SURFACING TOP COURSE AND
0.83' CRUSHED SURFACING BASE COURSE
SAWCUT EXISTING HMA PER
PAVING AND GRADING PLANS
0.30' HMA CL 1
2 IN. (PG 64-22)
FINAL PAVEMENT LIFT OVER
COLDMILL SECTION SHALL MATCH
FINAL PAVEMENT LIFT IN NEW
PAVEMENT SECTION, TYP.
COLDMILL SECTION
TYPICAL OVERLAY SECTION
NTS
TYPICAL PAVEMENT JOINT DETAIL
NTS
0.20' HMA CL 1
2 IN. (PG 64-22)
EXISTING PAVEMENT TO REMAIN
0.17' CRUSHED SURFACING TOP COURSE AND
0.83' CRUSHED SURFACING BASE COURSE
SAWCUT EXISTING HMA PER
PAVING AND GRADING PLANS
0.30' HMA CL 1
2 IN. (PG 64-22)
SAWCUT AND JOIN EXISTING
PAVEMENT. LAP ALL JOINTS, TYP.
1' MIN.
TYPICAL PAVEMENT JOINT DETAIL
NTS
BUILDING PAD PER
ARCHITECTURE PLANS
NEW 0.5' HMA PAVEMENT SECTION
0.17' CRUSHED SURFACING TOP COURSE AND
0.83' CRUSHED SURFACING BASE COURSE
TACK COAT ON VERTICAL
CONCRETE SURFACES, TYP.
BASE PER
ARCHITECTURE
PLANS
1.5' HMA THICKENED EDGE, TYP.
2' MIN.
TRANSFORMER PAD DETAIL
NTS
TRANSFORMER PAD
HMA SURFACE PER GRADING PLANS
TRANSFORMER VAULT
4" MAX.2" MIN.
1
-
2
-
3
-
4
-
5
-
6
-
GRADING DETAILS
R-417432TED-27-4174
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
TYPICAL WEST SLOPE PAVEMENT SECTION
NTS
CUT AND FILL LINE
PER GRADING PLAN
2:1 T
Y
P
1.50' TYP
3:1 TYP
0.50' TOPSOIL TYPE A
BACKFILL FOR
PLANTING ZONE
TOP OF EXISTING
BANK LOCATION AND
ELEVATION VARIES
NEW EDGE OF
PAVEMENT PER
GRADING PLAN
0.17' CRUSHED SURFACING TOP
COURSE AND 0.83' CRUSHED
SURFACING BASE COURSE
TYPICAL WEST SLOPE GRAVEL SECTION
NTS
CUT AND FILL LINE
PER GRADING PLAN
2:1 TY
P
3:1 TYP
0.50' TOPSOIL TYPE A
BACKFILL FOR
PLANTING ZONE
TOP OF EXISTING
BANK LOCATION AND
ELEVATION VARIES
NEW EDGE OF GRAVEL
YARD PER GRADING PLAN
1.50' CRUSHED
SURFACING BASE
COURSE
TYPICAL CUT SLOPE BANK SECTION
NTS
CUT AND FILL LINE
PER GRADING PLAN
2:1 T
Y
P
0.50' TOPSOIL TYPE A
BACKFILL FOR
PLANTING ZONE
TOP OF EXISTING
BANK LOCATION AND
ELEVATION VARIES NEW EDGE OF GRAVEL OR
PAVEMENT SURFACE
TYPICAL RAIN GARDEN ROCKERY
NTS
BIORETENTION POND
SURFACE
EL 328.00
1
-
2
-
3
-
4
-
1.00' MIN.
3:1 MAX. SLOPE PER
GRADING PLANS AND
PLANTINGS PER
LANDSCAPING PLANS. SEE
GRADING PLAN WHERE
PATH FROM BUILDING
CROSSES RAIN GARDEN
FOR WALLS ON BOTH SIDES
OF PATH.
EMBED ROCK INTO SOIL
MATERIAL COMPACTED TO
95% MAX. DRY DENSITY, TYP.
6
1
FACE OF WALL PER
GRADING PLANS
VAR. 1.50' TO 2.50' MAX.
TYPICAL SOIL SURFACE AT BUILDING5
-
NTS
GRASS, SOIL, OR AGGREGATE
SURFACE PER GRADING PLAN
ELEVATION REPORTED IN
GRADING PLAN AT EDGE OF
BUILDING SLAB
2" MIN.
SURFACE FOR FINISHED
GRADE SHALL BE 2"
MINIMUM BELOW FINISHED
FLOOR SLAB ELEVATION
TOP OF WALL PER
GRADING PLAN
1% MAX.
ONE MAN AND TWO MAN ROCK TYP.
TWO MAN ROCK BASE TYP.
0.17' CRUSHED SURFACING TOP
COURSE AND 0.83' CRUSHED
SURFACING BASE COURSE
1 1/2" R
1/2" R
ROADWAY
FACE OF CURB
7 1/4"
4"
6"
4"
3"1' - 4"8 1/4"
CEMENT CONCRETE TRAFFIC CURB6
-
NTS
ELEVATION REPORTED IN
GRADING PLAN AT EDGE OF
BUILDING SLAB
GRADING DETAILS
R-417433TED-27-4174
SSSSSSSSSSSSSSSSSSSSSS4" W 4" W 4" W D/2D/215"D/2D/2D/3
9"
DRILL AND GROUT WHEN
WIDENING EXISTING
PAVEMENT WITH PCCP
TIE BAR
#5 BAR × 30" (IN) LONG
ON 36" (IN) CENTERS
TIE BAR
#5 BAR × 30" (IN) LONG
ON 36" (IN) CENTERS
DOWEL BAR
1 1/4" (IN) DIAM. × 18" (IN)
LONG ON 12" (IN) CENTERS
DOWEL BAR
1 1/4" (IN) DIAM. × 18" (IN)
LONG ON 12" (IN) CENTERS
D/4 MIN. TO
D/3 MAX.
SAWED GROOVE
WIDTH 3/16" (IN) MIN. TO 5/16" (IN) MAX.
OVER MIDPOINT OF BAR
SAWED GROOVE
WIDTH 3/16" (IN) MIN. TO 5/16" (IN) MAX.
OVER MIDPOINT OF BAR
SAWED GROOVE
WIDTH 3/16" (IN) MIN. TO 5/16" (IN) MAX.
DEPTH 1" (IN) MIN.
SAWED GROOVE
WIDTH 3/16" (IN) MIN. TO 5/16" (IN) MAX.
DEPTH 1" (IN) MIN.
1' - 0" (TYP.)4" R
ISOLATION
PAD
1' - 0"USUAL
JOINT
TRACK
FRAME
PAVEMENT JOINT (TYP.)
ISOLATION JOINT ~
3/4" PREMOLDED
JOINT FILLER
FACE OF CURB
1' - 0"FRAME
LESS
THAN
4' - 0"
4' - 0"
OR LESS 4' - 0"OR LESSPAVEMENT JOINT
ISOLATION JOINT ~
3/4" PREMOLDED
JOINT FILLER
ISOLATION JOINT ~
3/4" PREMOLDED
JOINT FILLER
ADJUSTED PAVEMENT
JOINT (TYP.)
USUAL JOINT
TRACK (TYP.)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
FLOW LINE, TYP.
29.50' MIN.0.70% MI
N.
WASHDOWN AREA DETAIL
NTS
1
-
CEMENT CONCRETE TRAFFIC
CURB PER STD PLAN 101, TYP.
REINFORCED CEMENT CONCRETE
WASHOUT PAD 0.67' THICK, FOR
CONTAINED DRAINAGE
0.50' THICK HMA CL 1/2" IN. (PG 64-22)
1.00' THICK CRUSHED SURFACING BASE COURSE
0.17' THICK CSTC OVER
0.83' THICK CRUSHED SURFACING BASE COURSE
FLOW DIVERTER, SUMP, AND GRIT SCREEN
(DRAINS TO OIL/WATER SEPARATOR AND SEWER)
LOCALIZED SUMP (0.10' DEEP)
28.58' MIN.
1/2 IN. HIGH LIP
AT EDGE OF
CURB, TYP.0.70%
M
IN
.
1.
9
0%
M
A
X
PLAN VIEW
SECTION A - A
FG EL (328.30)
N 180391.10
E 1307528.12
CEMENT CONCRETE TRAFFIC
CURB PER STD PLAN 101, TYP.
TRUCK FILL WATER SPIGOT
PER WATER DRAWINGS AND
DETAIL 1 ON SHEET UW-501
CONCRETE PANELS (9.47' X 11.64' TYP.)
ASPHALT CONCRETE PAVEMENT
FG EL (328.57)
N 180355.09
E 1307527.46
ISOLATION
VALVE, TYP.
OIL/WATER
SEPARATOR
ON SHEET
US-501
PVC SEWER PIPE 12 IN.
DIAM.PER SEWER PLANS
FG EL (328.54)
N 180355.64
E 1307497.98
FG EL (328.20)
N 180391.63
E 1307498.63
RIM EL (328.15)
N 180369.70
E 1307512.98
FLOW DIVERT SUMP AND
VALVE AND GRIT SCREEN
29.50' MIN.
36.00' MIN.TO STREETREMOVABLE BOLLARD, TYP.
TO
SEWER
TO
STORM
SYSTEM328.20328.30328.40328.50
PLANNORTH
CEMENT CONCRETE WASHOUT PAD. INSTALL
TRANSVERSE, LONGITUDINAL, AND ISOLATION
JOINTS AS REQUIRED PER DETAIL 2 THIS SHEET.
GRADING DETAILS
R-417434TED-27-4174NOTES:
1.CONTRACTION JOINTS SHALL BE LOCATED AS REQUIRED SUCH THAT NO CONCRETE PANEL IS GREATER THAN
10'x10'. CONTRACTOR SHALL PREPARE A JOINT PLAN AND SUBMIT TO ENGINEER FOR REVIEW PRIOR TO
CONCRETE PLACEMENT AND SAWCUTTING.
2.TRANSVERSE CONTRACTION JOINTS SHALL BE SAWED AT THE EARLIEST POSSIBLE TIME FOLLOWING
PLACEMENT OF THE CONCRETE WITHOUT TEARING OR RAVELING ADJACENT CONCRETE.
3.LONGITUDINAL CONTRACTION JOINTS SHALL BE SAWED AS REQUIRED TO CONTROL CRACKING AND AS SOON AS
PRACTICAL AFTER SAWING OF THE INITIAL TRANSVERSE CONTRACTION JOINTS IS COMPLETED.
4.WHEN PLACING OF CONCRETE IS DISCONTINUED FOR MORE THAN 45 MINUTES, A CONSTRUCTION JOINT SHALL
BE INSTALLED.
5.SAWED LONGITUDINAL AND TRANSVERSE JOINTS SHALL BE FILLED WITH JOINT SEALANT APPLIED IN TWO OR
MORE LAYERS IF NECESSARY. JOINT SEALANT SHALL BE APPLIED UNDER SUFFICIENT PRESSURE TO FILL THE
GROOVE FROM BOTTOM TO TOP AND THE CURED JOINT SEALANT SHALL BE BETWEEN 1/4 AND 5/8 INCHES BELOW
THE TOP SURFACE OF CONCRETE.
CEMENT CONCRETE
PAVEMENT 0.67' THICK
1.00' THICK CRUSHED
SURFACING BASE COURSE
TYPICAL CONCRETE PAVEMENT DETAILS
NTS
2
-
2
2
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
EL= 330.76
EP
N 180446.82
E 1307891.05EL= 329.86
EP
N 180447.16
E 1307871.60
EL= 329.85
EP
N 180457.39
E 1307867.69 EL= 330.60
EP
N 180457.01
E 1307887.78
EL= 330.72
N 180453.78
E 1307891.18
R=3.17'
Δ = 90.17°
L = 4.49'
T = 3.18'RP
N 180453.84
E 1307887.72
3
3
0
.
3
0
3
3
0
.
4
0
3
3
0
.
5
0
R
=
4
.00'
Δ
=
9
0
.00°L
=
5
.66'
T
=
4
.00'
EL= 331.70
FL
N 180451.94
E 1307962.37
EL= 331.57
FL
N 180456.02
E 1307958.44EL= 330.80
FL
N 180456.74
E 1307919.78
EL= 330.68
FL
N 180452.82
E 1307915.71
R =4 .0 0 'Δ=9 0 .0 0 °L=5 .6 6 'T=4 .0 0 '
EL= 330.64
FL
N 180445.82
E 1307915.58
EL= 330.67
FL
N 180445.44
E 1307935.57
EL= 331.61
FL
N 180445.25
E 1307945.70 EL= 331.55
FL
N 180444.94
E 1307962.23
RP
N 180452.02
E 1307958.37
RP
N 180452.74
E 1307919.71
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
EDGE OF PAVEMENT
PAVING DETAIL
NTS
2
-
PAVING DETAIL
NTS
1
-
CURB GAP FOR SURFACE
DRAINAGE INTO LANDSCAPE AREA, SEE
DRAINAGE PLANS FOR ROCK SURFACE
PROTECTION AND LANDSCAPE PLANS
FOR PLANTINGS
FLOW LINE AT FACE OF CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
EDGE OF PAVEMENT AND BACK OF CEMENT
CONCRETE TRAFFIC CURB
4.00' TYP.
EDGE OF PAVEMENT AND BACK OF CEMENT
CONCRETE TRAFFIC CURB
BEVELED
EDGE OF
CURB
9.83' TYP.
4.10' TYP.
9.00' TYP.
9.33' TYP.
PLANNORTH
FLOW LINE AT FACE OF CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
GRADING DETAILS
R-417435TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
332.40
EL= 331.93
FL
N 180373.70
E 1308000.90
EL= 331.84
FL
N 180384.70
E 1308001.11
EL= 331.69
FL
N 180373.93
E 1307988.91
EL= 331.62
FL
N 180378.00
E 1307984.98
EL= 331.65
FL
N 180381.00
E 1307985.04
EL= 331.72
FL
N 180384.93
E 1307989.11
R=4.00'Δ=90.00 °L=5.66 'T=4.00 'R=
4.00'Δ=
90.00°
L
=
5.66'T=
4.00'
RP
N 180380.90
E 1307989.05
RP
N 180377.93
E 1307988.98
-1.29%
TYP.331.60R=4.0
0'
Δ =
9
0.
0
0
°
L =
5
.6
6
'
T =
4.
0
0'
R =4.00'Δ =90.00°L =5.66'T =4.00'EL= 331.56
FL
N 180385.53
E 1307957.12
EL= 331.65
FL
N 180381.45
E 1307961.04
EL= 331.65
FL
N 180378.45
E 1307960.99
EL= 331.59
FL
N 180374.53
E 1307956.91
EL= 331.32
FL
N 180385.75
E 1307945.12
EL= 331.34
FL
N 180374.76
E 1307944.47
EL= 331.62
FL
N 180378.00
E 1307984.98
EL= 331.65
FL
N 180381.00
E 1307985.04
RP
N 180381.53
E 1307957.04
RP
N 180378.53
E 1307956.99
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
PAVING DETAIL
NTS
2
-
PAVING DETAIL
NTS
1
-
CURB GAP FOR SURFACE
DRAINAGE INTO LANDSCAPE AREA, SEE
DRAINAGE PLANS FOR ROCK SURFACE
PROTECTION AND LANDSCAPE PLANS
FOR PLANTINGS
4.00' TYP.
BEVELED
EDGE OF
CURB
9.00' TYP.
9.33' TYP.
10.00' TYP.
PROPERTY LINE
FLOW LINE AT FACE OF CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
EDGE OF PAVEMENT AND BACK OF CEMENT
CONCRETE TRAFFIC CURB
9.33' TYP.
PLANNORTH
FLOW LINE AT FACE OF CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
EDGE OF PAVEMENT AND BACK OF CEMENT
CONCRETE TRAFFIC CURB
GRADING DETAILS
R-417436TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
-1.80%
TYP.
EL= 330.36
FL
N 180316.29
E 1307889.14
EL= 330.44
FL
N 180312.29
E 1307889.07
EL= 330.44
FL
N 180308.37
E 1307884.99EL= 330.00
FL
N 180308.76
E 1307863.89
EL= 329.78
FL
N 180312.84
E 1307859.97
EL= 330.38
EP/FL
N 180316.67
E 1307869.14
R=4.00'
Δ = 90.00°
L = 5.66'
T = 4.00'
R=4.00'
Δ = 90.00°
L = 5.66'
T = 4.00'
RP
N 180312.37
E 1307885.07
RP
N 180312.76
E 1307863.97
W
EL= 330.42
FL
N 180284.77
E 1307863.45 EL= 330.70
FL
N 180284.35
E 1307884.82
EL= 330.82
FL
N 180280.30
E 1307888.47
EL= 330.95
N 180273.85
E 1307888.34
EL= 331.15
N 180274.23
E 1307868.35
EL= 330.40
FL
N 180280.84
E 1307859.37
R=4.00'
Δ = 90.00°
L = 5.66'
T = 4.00'
R=4.00'
Δ = 90.00°
L = 5.66'
T = 4.00'
RP
N 180280.37
E 1307884.47
RP
N 180280.77
E 1307863.37
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
PAVING DETAIL
NTS
2
-PAVING DETAIL
NTS
1
-
FLOW LINE AT FACE OF
CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
EDGE OF PAVEMENT AND BACK OF CEMENT
CONCRETE TRAFFIC CURB
EDGE OF PAVEMENT
END CURB
8.27' TYP.
6.33' TYP.
8.78' TYP.
8.27' TYP.
FLOW LINE AT FACE OF CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
EDGE OF PAVEMENT AND BACK OF CEMENT
CONCRETE TRAFFIC CURB
EDGE OF PAVEMENT
PLANNORTH
GRADING DETAILS
R-417437TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
EL= 330.80
FL
N 180315.84
E 1307913.14
EL= 330.88
FL
N 180311.84
E 1307913.06
EL= 331.01
FL
N 180307.77
E 1307916.99
EL= 331.10
FL
N 180315.47
E 1307933.13
EL= 332.06
FL
N 180315.28
E 1307942.96
EL= 331.90
FL
N 180314.96
E 1307959.79
EL= 331.88
FL
N 180310.97
E 1307959.72
EL= 331.85
FL
N 180307.04
E 1307955.65R=4.00'Δ=9
0.00°L=5.66'T=4.00'
R =4 .00'Δ =90.00°L =5.66'T =4.00'RP
N 180311.04
E 1307955.72
RP
N 180311.77
E 1307917.06
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
PAVING DETAIL
NTS
1
-
6.33' TYP.
9.00' TYP.
PLANNORTH
FLOW LINE AT FACE OF
CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
EDGE OF PAVEMENT AND BACK OF CEMENT
CONCRETE TRAFFIC CURB
GRADING DETAILS
R-417438TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
EL= 331.40
FL
N 180283.77
E 1307916.54
EL= 331.27
FL
N 180279.85
E 1307912.46
EL= 331.14
FL
N 180273.40
E 1307912.34
EL= 331.30
FL
N 180273.03
E 1307932.34
EL= 331.91
FL
N 180272.90
E 1307939.00
EL= 330.72
N 180239.03
E 1307931.70EL= 330.51
FL
N 180239.41
E 1307911.70
EL= 330.51
FL
N 180238.41
E 1307911.68
EL= 330.52
FL
N 180234.33
E 1307915.61
EL= 331.29
FL
N 180233.61
E 1307954.27
EL= 331.42
FL
N 180237.53
E 1307958.34
EL= 331.44
FL
N 180238.53
E 1307958.36
EL= 331.40
FL
N 180238.91
E 1307938.36
EL= 332.11
FL
N 180272.53
E 1307959.00
EL= 332.16
FL
N 180278.97
E 1307959.12
EL= 332.17
FL
N 180283.05
E 1307955.19
R
=
4
.
0
0
'
Δ
=
9
0
.00°L
=
5
.66'
T
=
4
.00'
R =4.00'Δ =90.00°L =5.66'T =4.00'R=4.00'Δ=9
0.00°L=5.66'T=
4.0
0'R=4.00 'Δ=90.0 0 °L=5.6 6 'T=4.0 0 'RP
N 180279.05
E 1307955.12
RP
N 180237.61
E 1307954.34
RP
N 180279.77
E 1307916.46
RP
N 180238.33
E 1307915.68
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
PAVING DETAIL
NTS
1
-
8.78' TYP.
5.00' TYP.
FLOW LINE AT FACE OF CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
EDGE OF PAVEMENT AND BACK OF CEMENT
CONCRETE TRAFFIC CURB
3.33' TYP.
PLANNORTH
GRADING DETAILS
R-417439TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
EL= 332.21
FL
N 180314.51
E 1307983.79
EL= 332.29
FL
N 180310.51
E 1307983.72
EL= 332.40
FL
N 180306.44
E 1307987.64
EL= 332.72
FL
N 180306.14
E 1308003.46
EL= 333.16
EP
N 180320.86
E 1308018.74
EL= 332.49
FL
N 180314.21
E 1307999.79
EL= 332.70
FL
N 180282.44
E 1307987.19
EL= 332.57
FL
N 180278.52
E 1307983.11
EL= 332.40
FL
N 180272.08
E 1307982.99
EL= 332.40
FL
N 180271.77
E 1307998.99
EL= 333.74
EP
N 180266.87
E 1308017.73
EL= 333.16
FL
N 180282.15
E 1308003.01
R =15.00'Δ =91.09°L =21.42'T =15.29'R=15.00'
Δ = 89.98°
L = 21.21'
T = 14.99'R=4.00 'Δ=90.0 0 °L=5.6 6 'T=4.0 0 'R=4.00'Δ=9
0.00°L=5.66'T=
4.00'
RP
N 180321.97
E 1308003.76
RP
N 180310.44
E 1307987.71
RP
N 180278.44
E 1307987.11
RP
N 180266.32
E 1308002.71
EP
N 180306.97
E 1308003.48
EP
N 180281.31
E 1308003.00
Δ/4
N 180315.41
E 1308017.26
333.06
34ΔN 180307.94
E 1308009.05
332.84
Δ/2
N 180310.89
E 1308013.87
332.93
Δ/4
N 180280.06
E 1308008.71
333.31
Δ/2
N 180276.72
E 1308013.52
333.46
3/4Δ
N 180272.17
E 1308016.52
333.61
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
PAVING DETAIL
NTS
1
-
8.78' TYP.
18.00' TYP.
FLOW LINE AT FACE OF CEMENT CONCRETE TRAFFIC CURB SEE DETAIL 6 ON CP-502
EDGE OF PAVEMENT AND BACK OF CEMENT
CONCRETE TRAFFIC CURB
EDGE OF PAVEMENT
FLOW LINE AT FACE OF CEMENT CONCRETE TRAFFIC CURB SEE DETAIL 6 ON CP-502
EDGE OF PAVEMENT AND BACK OF CEMENT
CONCRETE TRAFFIC CURB
EDGE OF PAVEMENT
18.00' TYP.
6.33' TYP.
PLANNORTH
GRADING DETAILS
R-417440TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
S01° 04' 30.81"W23.042EL= 332.45
FL
N 180455.12
E 1308006.26
EL= 332.56
EP
N 180439.84
E 1308020.98
EL= 332.14
FL
N 180444.19
E 1308002.23EL= 331.95
FL
N 180444.49
E 1307986.23
EL= 332.12
FL
N 180451.49
E 1307986.36
EL= 332.23
FL
N 180455.42
E 1307990.44
EL= 331.94
FL
N 180479.19
E 1308002.88
EL= 331.99
EP
N 180479.11
E 1308006.71
EL= 332.35
EP
N 180493.83
E 1308021.99
EL= 332.09
FL
N 180501.68
E 1308003.30
R=4.0 0 'Δ=90 .0 0 °L=5.6 6 'T=4 .0 0 '
R
=
1
5.
0
0
'
Δ
=90.
0
0
°
L
=21.
2
1'
T
=
1
5
.
0
0
'
RP
N 180494.11
E 1308006.99
RP
N 180451.42
E 1307990.36
RP
N 180439.29
E 1308005.96
EP
N 180454.29
E 1308006.25
Δ/4
N 180488.11
E 1308020.74
332.26
Δ/2
N 180483.31
E 1308017.39
332.17
34Δ
N 180480.15
E 1308012.47
332.10
Δ/4
N 180453.04
E 1308011.96
332.48
Δ/2
N 180449.69
E 1308016.77
332.50
3/4Δ
N 180445.15
E 1308019.77
332.53
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
PAVING DETAIL
NTS
1
-
9.33' TYP.
18.00' TYP.
FLOW LINE AT FACE OF CEMENT CONCRETE TRAFFIC CURB
SEE DETAIL 6 ON CP-502
EDGE OF PAVEMENT AND BACK OF CEMENT
CONCRETE TRAFFIC CURB
EDGE OF PAVEMENT
18.00' TYP.
PLANNORTH
GRADING DETAILS
R-417441TED-27-4174DEVELOPMENT ENGINEERING
jchavez 12/15/2021
POINT TABLE
NUMBER
1
2
223
224
225
226
ELEVATION
317.02
318.64
317.25
316.91
317.24
319.03
NORTHING
180704.61
180649.81
180716.40
180669.50
180678.82
180655.87
EASTING
1307400.92
1307440.91
1307417.08
1307426.55
1307444.50
1307461.25
POINT TABLE
NUMBER
3
4
5
12
31
32
33
34
35
87
88
116
117
118
119
120
121
122
123
124
125
173
174
175
176
177
178
179
185
186
187
234
240
241
ELEVATION
327.70
327.39
327.34
330.00
329.66
330.00
329.65
328.20
328.55
328.88
329.76
328.41
328.36
328.68
328.60
329.79
329.74
330.00
330.00
328.30
328.57
329.60
329.92
329.58
329.91
329.59
329.65
329.92
329.92
329.69
329.92
329.92
329.95
329.93
NORTHING
180523.29
180522.47
180491.22
180433.73
180313.59
180343.75
180433.70
180391.64
180355.64
180353.87
180319.58
180520.55
180489.30
180521.00
180489.75
180519.21
180487.96
180518.93
180488.06
180391.10
180355.09
180399.21
180398.83
180383.71
180383.34
180461.82
180461.74
180438.73
180338.00
180314.00
180337.59
180337.21
180438.39
180438.06
EASTING
1307439.64
1307476.71
1307476.12
1307680.21
1307739.96
1307678.52
1307655.20
1307498.62
1307497.97
1307589.69
1307639.32
1307579.19
1307578.61
1307600.46
1307599.87
1307695.94
1307695.35
1307717.19
1307716.60
1307528.12
1307527.47
1307654.53
1307674.53
1307654.26
1307674.26
1307675.69
1307680.69
1307680.25
1307718.42
1307717.97
1307740.41
1307760.41
1307698.30
1307716.29
POINT TABLE
NUMBER
6
7
8
9
10
11
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
36
37
38
39
40
41
42
43
44
45
126
127
128
180
181
182
ELEVATION
330.00
330.00
330.00
332.42
332.64
331.95
329.95
329.84
329.90
330.00
330.26
329.86
331.27
331.16
329.91
329.73
331.36
331.29
330.60
330.36
330.80
331.66
330.00
330.48
332.05
331.91
332.64
332.46
332.34
332.45
332.06
332.38
332.72
332.99
330.00
329.89
329.92
329.71
329.69
329.94
NORTHING
180516.04
180505.00
180485.17
180526.06
180502.50
180479.17
180436.87
180447.49
180435.49
180430.32
180447.12
180447.48
180446.26
180446.64
180383.66
180383.28
180375.60
180384.93
180316.67
180316.29
180315.84
180314.62
180340.33
180335.32
180445.79
180446.09
180445.01
180445.31
180383.85
180374.52
180314.45
180314.15
180313.66
180313.36
180504.90
180503.88
180473.00
180459.87
180459.70
180436.71
EASTING
1307871.21
1307871.00
1307870.63
1308028.60
1308004.15
1308003.71
1307779.28
1307853.16
1307852.94
1307862.17
1307890.76
1307871.60
1307936.42
1307916.42
1307870.40
1307890.40
1307944.10
1307944.27
1307869.14
1307889.14
1307913.14
1307933.95
1307860.49
1307861.22
1307961.42
1307945.42
1308003.07
1307987.08
1308001.92
1308001.75
1307942.95
1307958.95
1307984.61
1308000.60
1307876.34
1307886.32
1307881.28
1307779.71
1307788.71
1307788.28
POINT TABLE
NUMBER
183
184
205
206
207
208
209
210
211
212
213
214
215
216
217
218
219
220
221
222
235
236
237
238
239
ELEVATION
329.80
329.92
329.92
329.74
330.00
330.04
330.24
330.30
330.08
330.13
330.36
330.42
330.19
330.24
330.48
330.55
331.46
331.49
331.66
331.69
329.96
329.97
329.97
329.95
329.94
NORTHING
180447.32
180435.32
180379.66
180379.28
180372.00
180368.00
180371.60
180367.60
180363.97
180359.97
180363.60
180359.60
180356.00
180352.00
180355.60
180351.61
180364.17
180358.50
180363.85
180358.18
180336.84
180336.46
180336.03
180335.71
180436.54
EASTING
1307862.49
1307862.27
1307870.33
1307890.32
1307912.63
1307912.56
1307933.63
1307933.55
1307912.48
1307912.41
1307933.48
1307933.40
1307912.33
1307912.26
1307933.33
1307933.25
1307947.99
1307947.92
1307965.16
1307965.05
1307780.41
1307800.40
1307820.40
1307840.40
1307797.28
POINT TABLE
NUMBER
68
69
71
72
74
75
76
77
78
79
80
81
82
83
84
85
89
189
190
191
192
193
194
195
196
197
198
199
200
201
202
203
204
229
230
231
ELEVATION
330.80
330.80
330.80
330.80
0.00
330.64
330.06
330.06
329.96
328.34
329.46
328.80
328.83
328.88
330.52
330.80
328.45
0.00
330.62
0.00
330.71
330.71
330.49
330.52
330.73
330.72
330.52
330.55
330.73
329.78
329.85
329.86
328.45
330.73
330.70
330.70
NORTHING
180165.98
180167.64
180153.45
180154.41
180168.03
180155.14
180156.29
180169.17
180169.82
180171.39
180169.94
180212.37
180128.45
180127.54
180145.36
180145.59
180156.32
180150.26
180150.18
180154.67
180154.60
180214.82
180234.82
180234.60
180214.60
180213.59
180233.58
180232.98
180212.98
180216.68
180209.68
180174.92
180176.57
180151.63
180148.39
180149.41
EASTING
1307762.03
1307753.23
1307742.94
1307691.82
1307653.18
1307652.94
1307591.84
1307592.08
1307581.15
1307497.43
1307551.32
1307433.79
1307432.21
1307491.65
1307682.78
1307671.63
1307497.16
1307682.87
1307687.04
1307682.95
1307687.12
1307676.10
1307676.47
1307688.47
1307688.10
1307742.09
1307742.46
1307774.46
1307774.08
1307577.12
1307576.97
1307576.32
1307487.52
1307749.87
1307745.87
1307691.73
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
PLANNORTH
CP-101 POINT TABLEX
CP-102 POINT TABLEX
CP-103 POINT TABLEX CP-103 POINT TABLE, CONT.X CP-104 POINT TABLEX
GRADING DETAILS
R-417442TED-27-4174
POINT TABLE
NUMBER
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
66
67
86
113
114
115
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
ELEVATION
331.43
331.85
331.85
331.67
331.28
331.01
330.76
332.61
332.24
332.90
332.90
331.79
331.92
331.86
331.83
330.52
330.80
330.80
330.80
330.80
330.80
330.65
330.34
330.50
330.67
330.71
330.66
330.70
331.57
330.87
330.96
332.16
333.82
333.82
333.82
333.79
332.00
331.87
330.78
330.88
NORTHING
180274.70
180275.06
180273.84
180274.22
180238.18
180238.56
180211.24
180273.37
180273.75
180272.58
180272.89
180238.09
180237.71
180207.94
180183.08
180184.13
180203.50
180171.11
180165.11
180124.68
180164.89
180210.12
180123.86
180125.02
180150.42
180171.10
180173.95
180124.80
180149.13
180173.74
180171.92
180145.71
180196.93
180196.94
180190.94
180190.94
180128.35
180132.36
180179.74
180172.47
EASTING
1307887.53
1307868.36
1307933.19
1307913.19
1307932.52
1307912.52
1307867.17
1307958.18
1307938.18
1307999.83
1307983.84
1307937.52
1307957.51
1307998.62
1307982.15
1307929.33
1307906.68
1307906.29
1307914.92
1307819.63
1307820.38
1307929.82
1307774.28
1307801.47
1307801.91
1307923.08
1307929.14
1307928.14
1307950.28
1307940.21
1307942.16
1307973.35
1307994.32
1308006.42
1308006.43
1307998.24
1307972.76
1307945.80
1307940.32
1307948.14
POINT TABLE
NUMBER
144
145
158
159
166
167
168
169
171
188
199
200
227
228
232
242
243
ELEVATION
331.34
330.67
330.27
330.45
328.00
328.00
330.49
330.44
333.26
331.20
330.55
330.73
330.72
330.70
330.77
334.03
334.02
NORTHING
180146.53
180179.28
180129.36
180130.52
180142.63
180130.57
180125.06
180130.57
180275.77
180209.09
180232.98
180212.98
180130.54
180128.69
180128.89
180196.95
180190.95
EASTING
1307959.31
1307951.92
1307775.33
1307801.57
1307794.03
1307791.64
1307799.05
1307798.96
1308007.90
1307981.81
1307774.46
1307774.08
1307829.74
1307928.33
1307917.71
1308017.38
1308017.39
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
PLANNORTH
CP-105 POINT TABLEX CP-105 POINT TABLE, CONT.X
GRADING DETAILS
R-417443TED-27-4174
FILLFILLFILLFILLFILLFILLFILLCUTFILLCUTCUTFILLFILLFILLFILLFILLFILLCUTxxxxxxxxxx x x x 315320325330335BH-1BH-2DDDDDDDDDUDUDUDUDDDDDD
DUDCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOUDUDUDUDUDUDUDUDUDCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDUDCOCOCOCOCOCOCOCOCOCOCOCOCOCO8" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WSSSSSSSSSSSSSSSSSSSSSS
S SSSSS
SXref ..\Reference\ARC-SITE_PLAN.dwg
NEW 15 FT.SEWER EASEMENTNEW 15 FT.PSEEASEMENTNEW 15 FT.SEWER EASEMENTNEW 15 FT.PSEEASEMENTNEW 15 FT.SEWER EASEMENTNEW 15 FT.SEWER EASEMENTIN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)PLANNORTH"C" - BUILDING STBUILDING SH"A" - BUILDING CAKC TL# 1434000020
JEFFERSON AVE NE
(PRIVATE ACCESS ROAD)
N
E
3
R
D
S
T NE 2ND STKC TL# 1623059133
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
STORAGE LOCKER BUILDING(SHOPS)(ADMIN)KC TL# 1623059144
GILROY FAMILY LLC
2829 NE 3RD ST 98056
VALVE CONTROLS FOR
OIL/WATER SEPARATOR AND
DISCHARGE OF WASH-DOWN
WATER TO SEWER
WASH-DOWN AREA WATER
STAND PIPE
CONSTRUCT NEW MANHOLE AND
CONNECT NEW 12 IN. DIAM. PVC
SANITARY SEWER PIPE TO EXISTING
21 IN. DIAM. SEWER PROPERTY LINE
SCALE: 1" = 50'
50500 100
SCALE IN FEET
NEW MANHOLE 48 IN. DIAM, TYP.
WITH SOLID BOLT DOWN LID
NEW UTILITY EASEMENT
ELECTRICAL
UNDERGROUNDING
DUCT BANK AND
COMMUNICATIONS
TRENCH
END 12 IN. DIAM. SEWER MAIN
WITH STUB TO ADJACENT
PROPERTY
END ELECTRICAL DUCT BANK
END 12 IN. DIAM. D.I. WATER MAIN IN
JEFFERSON AVENUE
12 IN. DIAM. D.I. WATER MAIN LOOP
FIRE HYDRANT, TYP.
WATER SERVICE WITH FIRE
DEPARTMENT CONNECTION
AND FIRE HYDRANT
WATER SERVICE WITH FIRE
DEPARTMENT CONNECTION
AND FIRE HYDRANT
FIRE HYDRANT
SEWER CONNECTION
TRANSFORMER
WATER SERVICE METER
AND FIRE HYDRANT
EXISTING COMMUNICATIONS
PEDESTAL TO BE REMOVED
AND REPLACED WITH JOINT
UTILITY TRENCH
EXISTING FIBER OPTIC
CONNECTION WITH JOINT
UTILITY TRENCH
12 IN. DIAM. WATER MAIN
LOOP CONNECTION
EXISTING GAS (PROTECT IN PLACE)
CAP EXISTING GAS MAIN
SEE DRAINAGE PLANS FOR
STORMWATER UTILITIES
CENTURYLINK COMM
REALIGNMENT
(ENCLOSED STORAGE SHED)UTILITY MASTER PLAN"B""D"(STORAGE SHED)"E"(STORAGE SHED)R-417444TED-27-4174WASTEWATER UTILITY
JStowell 12/09/2021
NE 3RD STSSSSSSS
S
NEW 12 IN. DIAM
PVC SANITARY
SEWER MAIN
CONSTRUCT NEW
MH AND CONNECT
TO EXISTING SEWER
EXISTING 21 IN. DIAM.
PVC SEWER PIPE
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
NEW 15 FT.
SEWER EASEMENT
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE UM-102
PLANNORTH
20200 40
SCALE IN FEET
UTILITY MASTER PLAN
S-417406
W-417406WTRP-27-4174WWP-27-4174WASTEWATER UTILITY
JStowell 12/09/2021
FILLFILLFILLFILL FILL FILL
FILLFILL
72'±
97'
113' PRE-SETTLING VAULT
113' PRE-SETTLING VAULT 132' PRE-SETTLING VAULTx x x x x x x x
xxxxxxBH-1
D D D D D
D D D D DUDUDUDUDUD
UD UD UD UDDDDD
DDDDDD
DCOCOCO
CO
CO
CO
CO
CO
UD UD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO
CO
CO
D UDUD UD
UDUD
UDUDUD
UDUD UD UD UDUD UD UD
UDUDUDUDUDCO
CO
CO
CO CO
CO
CO
CO CO
CO
CO
CO
4" W 12" W12" W12" W12" W12" W
4" W4" W12" WP/L
NEW 8 IN.
DIAM. SEWER
NEW WATER
MAIN
NEW POWER
AND COMM
DUCT BANK
INFILTRATION
BED LIMIT
(0.10 AC)
RAINWATER RECLAMATION
MANHOLE (GRAVITY DRAINS
TO PUMPS WEST OF BUILDING CA)
TOP OF
SLOPE
UNDERDRAIN
PIPE 8 IN.
DIAM., TYP.
DRAIN PIPE 12 IN. DIAM, MANIFOLD
CONNECTION WITH UNDERDRAIN
PIPES 8 IN. DIAM. TO PROMOTE EVEN
STORMWATER DISTRIBUTION
FOR INFILTRATION
UNDERDRAIN PIPE
8 IN. DIAM. (FOOTING
DRAIN), TYP.
DRAIN PIPE
8 IN. DIAM.
(ROOF DRAIN), TYP.
ROOF OVERHANG
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
SS19'16'
18'
10'
8'
14'11'22'ROOF OVERHANG, TYP.
SIDE SEWER
FOR BUILDING SH
WATER SERVICE
TO BUILDING SH
POWER AND
COMM SERVICE
TO BUILDING SH
SITE POWER
TRANSFORMER
ELEVATED
WATER
SPIGOT
CATCH BASIN
FOR ELEVATED
WATER SPIGOT
AREA
NEW
STORM
DRAINAGE
NEW FIRE
HYDRANT
CONNECT TO EXISTING POLE
AND BEGIN UNDERGROUND JOINT
UTILITY TRENCH
EXISTING
UTILITY
POLE
EXISTING
OVERHEAD
POWER TO BE
UNDERGROUNDED
WITHIN SITE
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)"B" - BUILDING SH (SHOPS)
KC TL# 1434000012
BLOWOFF
"D"
(STORAGE SHED)
CONNECT TO EXISTING
TELECOM VAULT
NEW 15 FT.
PSE
EASEMENT
NEW 15 FT.
SEWER EASEMENT
"C" - BUILDING ST
(ENCLOSED
STORAGE SHED)
"E"
(STORAGE SHED)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE UM-104 MATCHLINE SEE UM-103PLANNORTH
MATCHLINE SEE UM-101
20200 40
SCALE IN FEET
UTILITY MASTER PLAN
S-417407
W-417407WTRP-27-4174WWP-27-41742
WASTEWATER UTILITY
JStowell 12/09/2021
JEFFERSON AVE NE(PRIVATE ACCESS ROAD)FILL CUT
TYP.
90' PRE-SETTLING VAULT
146' PRE-SETTLING VAULT90' PRE-SETTLING VAULT
x x x
BH-2
DD D D
D D DUD UD UD
UD UD DDCO
CO CO
CO
CO
UD UD
UD UD
UD UD
UD UD
UD UD
UD UD
UD UD
UD UD
UD UD
CO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO
CO
UDUDUDUD UD UD
UDUDUDUD
CO
CO
6" WW
12" W
12" W 12" W12" W12" W12" W 12" W 12" W
12" W12" W12" W12" W
12" W 12" W12" W
P/L
P/L
NEW WATER
MAIN
NEW POWER
AND COMM CONDUIT
NEW 8 IN.
DIAM. SEWER
UNDERDRAIN PIPE 8 IN. DIAM.
(FOOTING DRAIN), TYP.
INFILTRATION
BED LIMIT
(0.09 AC)
CLEANOUTS AND DRAIN PIPE
MANIFOLD AND UNDERDRAINS
FOR INFILTRATION, TYP.
ROOF OVERHANG, TYP.
ROOF OVERHANG, TYP.SSS
6'
11'18'21'10'
SERVICE FOR
AUTOMATED GATE
AND SECURITY
POWER AND
COMM SERVICES
TO BUILDING ST
PLUG AND POLYPIGGING STATION PER
COR STD. PLAN 300.6 SEE UW-103.250 LF RESTRAINED JOINT PIPENEW
STORM
DRAINAGE
NEW WATER
MAIN
NEW FIRE
HYDRANT
NEW FIRE
HYDRANT
NEW FIRE
HYDRANT
NEW FIRE HYDRANT
CONNECT TO
EXISTING
TELECOM
CENTURYLINK COMM RELOCATION
FIELD LOCATE EXISTING LINE AND INTERCEPT
WITH NEW HANDHOLD BY OTHERS
APPROX. N180548.48
APPROX. E1308020.13
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
"C" - BUILDING ST
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
"B" - BUILDING SH (SHOPS)
KC TL# 1434000012
P/L
(ENCLOSED
STORAGE SHED)
NEW FIRE
HYDRANT
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE UM-105MATCHLINE SEE UM-102PLANNORTH
20200 40
SCALE IN FEET
UTILITY MASTER PLAN
S-417408
W-417408WTRP-27-4174WWP-27-41742
2
2
WASTEWATER UTILITY
JStowell 12/09/2021
KC TL# 1434000012FILLCUT
CUTFILL FILL FILL
xxxxxxxxxxxxxxDDD D D D D D DDDD
UD
UD UD UD UD UD
UD UD
UDUDUDUDUDUDUD
UDUD UD UD
UD UD
UD
8" W8" W 12" W 12" W 12" W 12" W
8" W8" W
W12" WP/L
NEW WATER
MAIN
NEW DUCT
BANK
NEW WATER
MAIN
FUTURE
BUILDING
EXPANSION
TOP OF
SLOPE
UNDERDRAIN PIPE 8 IN. DIAM.
(FOOTING DRAIN), TYP.
DRAIN PIPE
8 IN. DIAM.
(ROOF DRAIN), TYP.
WATER
SURFACE
LINE
UNDERDRAIN PIPE
8 IN. DIAM.
(FOOTING DRAIN), TYP.
ROOF OVERHANG, TYP.SSSSSSSSSSSSS17'
10'11'NEW 12 IN. DIAM
PVC SANITARY
SEWER MAIN
SANITARY SEWER
STUBOUT
ELECTRICAL SERVICE
RUN FOR FUTURE EV
CHARGING
NEW
STORM
DRAINAGE
NEW FIRE
HYDRANT
INSTALL NEW
UTILITY POLE
BY OTHERS
RUN POWER
UP POLE
EXISTING
UTILITY
POLE
EMERGENCY STORM
DRAINAGE OVERFLOW
STRUCTURE AND OUTFALL
"A" - BUILDING CA (ADMIN)
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)NEW 15 FT.
PSE
EASEMENT
NEW 15 FT.
SEWER EASEMENT
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE UM-102
MATCHLINE SEE UM-105PLANNORTH
20200 40
SCALE IN FEET
UTILITY MASTER PLAN
S-417409
W-417409WTRP-27-4174WWP-27-41742
2
WASTEWATER UTILITY
JStowell 12/09/2021
NO PIV HERE
JEFFERSON AVE NE(PRIVATE ACCESS ROAD)FILL CUTxxxDDDDDDDDDD
UD
UDUDUDUDUD
UD
UDUD UD UD UD12" W 12" W12" W12" W12" W12" W12" W12" W12" W12" WNEW DUCT
BANK
UNDERDRAIN PIPE 8 IN. DIAM.
(FOOTING DRAIN), TYP.
DRAIN PIPE
8 IN. DIAM.
(ROOF DRAIN), TYP.
DRAIN PIPE 8 IN. DIAM. FOR ROOF DRAINS
ROOF OVERHANG, TYP.3'23'
Xref ..\Reference\ARC-SITE_PLAN.dwg
SIDE SEWER
FOR BUILDING CA
SERVICE FOR
AUTOMATED GATE
AND SECURITY
COMM CONNECT TO
EXISTING VAULT
NEW WATER
MAIN
WATER SERVICE
TO BUILDING CA
POWER AND
COMM SERVICE
TO BUILDING CA END 250 LFRESTRAINEDJOINT PIPENEW
STORM
DRAINAGE
CENTURYLINK COMM
RELOCATION
CONNECT TO SPLICE
VAULT
N180017.43
E1307974.06
"A" - BUILDING CA (ADMIN)
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
NEW FIRE HYDRANT
CENTURYLINK COMM
RELOCATION
N180082.82
E1308012.36
30' R SWEEP
CENTURYLINK COMM
RELOCATION
N180040.81
E1307976.47
30' R SWEEP
P/L
NEW 15 FT.
SEWER EASEMENT
REPLACE EXISTING
SPLICE VAULT WITH
25-TA VAULT
NEW WATER MAIN
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE UM-103
MATCHLINE SEE UM-104PLANNORTH
MATCHLINE SEE UM-106
20200 40
SCALE IN FEET
UTILITY MASTER PLAN
S-417410
W-417410WTRP-27-4174WWP-27-41742
WASTEWATER UTILITY
JStowell 12/09/2021
12" W12" W12" W12" W12" WNEW WATER
MAIN
CONNECT TO EXISTING
WATER SERVICE AT
TRANSPORTATION
FACILITY
CONNECT
TO EXISTING
WATER MAIN
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
KC TL# 1434000010
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
P/L
P/L
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE UM-105
20200 40
SCALE IN FEET
UTILITY MASTER PLAN
PLANNORTH
S-417411
W-417411WTRP-27-4174WWP-27-41742
315320325330335BH-1BH-2DDDDDDDDDDDDDD
DCOCOCO8" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" Wxxxxxxxxxx x x xKC TL# 1434000012KING COUNTY PARKS3003 NE 4TH STRENTON, WA 98056SSSSSSSSSSSSSSSSSSSSSS SSSSS
S
SIN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)PLANNORTH"C" - BUILDING STBUILDING SH"A" - BUILDING CAKC TL# 1434000020
JEFFERSON AVE NE
(PRIVATE ACCESS ROAD)
N
E
3
R
D
S
T NE 2ND STKC TL# 1623059133
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
STORAGE LOCKER BUILDING(SHOPS)(ADMIN)CONSTRUCT NEW MANHOLE TO CONNECT
NEW 12 IN. DIAM. PVC SANITARY SEWER PIPE
WITH THE EXISTING 21 INCH DIAMETER
SEWER PIPE
KC TL# 1623059144
GILROY FAMILY LLC
2829 NE 3RD ST 98056
KC TL# 1434000010
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
NEW MANHOLE, 48 IN. DIAM.
NEW MANHOLE, 48 IN. DIAM. AND 12 IN. DIAM.
STUBOUT FOR FUTURE EXTENSION.
NEW MANHOLE, 48 IN. DIAM. AND 6 IN.
DIAM. SANITARY SEWER PIPE
CONNECTION TO BUILDING
NEW MANHOLE, 48 IN. DIAM. AND 6 IN.
DIAM. SANITARY SEWER PIPE
CONNECTION TO BUILDING
WASH-DOWN PAD DISCHARGE
FROM OIL/WATER
SEPARATOR TO SEWER
PLANNORTHSCALE: 1" = 50'
WASH-DOWN PAD FLOW
DIVERTED AND GRIT
CHAMBER
NEW 15' WIDE SEWER EASEMENT
NEW 15' WIDE PSE EASEMENT(ENCLOSED STORAGE SHED)"B""D"(STORAGE SHED)"E"(STORAGE SHED)SANITARY SEWER PLAN
S-417412WWP-27-41741
WASTEWATER UTILITY
JStowell 12/09/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
NE 3RD STEXISTING OVERHEAD POWER
EXISTING GRASS
AREA
EXISTING CURB AND GUTTER
EXISTING SIDEWALK
R/W
C/L
EXISTING 21 IN. DIAM.
PVC SEWER PIPE
EXISTING
UNDERGOUND
POWER
EXISTING
GAS
EXISTING
UNDERGROUND
TELECOM
4
4
1
11'
L = 57 FT.
15'
N 180649.78
E 1307445.27
N 180658.14
E 1307460.79
SSSSSSSSMH-8
STA 33+56.01
N 180650.46
E 1307452.82
2
S
34
+
1
3
3
4+
0
0
S
MH-9
STA 34+13.19
N 180696.65
E 1307419.12
2
NEW 15 FT.
SEWER EASEMENT
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
MANHOLE 48 IN. DIAM.
PER COR STD. PLAN NO. 400.1
2
CONNECT TO EXISTING SEWER1
PVC SANITARY SEWER
PIPE 8 IN. DIAM.
3
PVC SANITARY SEWER
PIPE 12 IN. DIAM.
4
SEE BUILDING AND PLUMBING PLANS
FOR CONNECTION LOCATION AND
ELEVATION
5
SEWER CLEANOUT PER COR
STD. PLAN 403.1
6
PVC SANITARY SEWER
PIPE 6 IN. DIAM.
GENERAL NOTES
1.SEE CG-101 FOR SEWER &
STORMWATER CCTV
INSPECTION NOTES
2.SEE PROFILE FOR INVERT
ELEVATIONS AND PIPE SLOPES
3.ALL SEWER MANHOLE FRAMES
AND COVERS PER COR STD.
PLAN 401
4.ALL UTILITY COVER
ADJUSTMENTS PER COR STD.
PLAN 400.4
5.AIR TEST SEWER PER COR STD.
PLAN 410
6.PIPE BEDDING PER COR STD.
PLAN 405
7.TRENCH AND BACKFILL PER
COR STD. PLAN 220.20
7
DUCTILE IRON SANITARY
SEWER PIPE 6 IN. DIAM.
8
DUCTILE IRON SANITARY
SEWER PIPE 8 IN. DIAM.
9
GATE VALVE 8 IN. DIAM.10
PLANNORTH
MATCHLINE SEE US-102
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
SANITARY SEWER PLAN
S-417413WWP-27-4174WASTEWATER UTILITY
JStowell 12/09/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
BH-1
D D D D D
D D D D DDDDD
DDDDDD
DCO
CO
CO
D
4" W 12" W12" W12" W12" W12" W
4" W4" W12" W"B" - BUILDING SH
x x x x x x x x
xxxxxxEXISTING GRASS
AREA
P/L
NEW WATER MAIN
P/L
GRIT CHAMBER AND DIVERSION
STRUCTURE TO SEWER OR STORM
SEE SHEETS US-502 AND US-503
OIL/WATER
SEPARATOR
SEE SHEET
US-501
(6 IN.)
NEW STORM
DRAINAGE
EXISTING OVERHEAD POWER POLE WITH
GUY WIRE CROSSING SEWER ALIGNMENT
EXISTING
UNDERGROUND
TELECOM
TRUCK FILL WATER SPIGOT
AND WASH-DOWN PAD
5
6
4
4
3
3
37
ISOLATION VALVE, TYP.
15'54'15'
MINIMUM
2% SLOPE
IE 325.92
L = 100 FT.
L = 143 FT.
L = 90 FT.
4 L = 104 FT.
L = 84 FT.
L = 168'
(SHOP)
"C" - BUILDING ST
(ENCLOSED
STORAGE SHED)
"D"
(STORAGE SHED)
"E"
(STORAGE SHED)
N 180481.54
E 1307435.37
N 180484.20
E 1307450.55
NEW 15 FT.
SEWER
EASEMENT
NEW 15 FT.
PSE
EASEMENT
NEW 15 FT.
SEWER EASEMENT
N 180406.75
E 1307483.73
N 180403.78
E 1307468.68
N 180308.93
E 1307482.30
N 180293.93
E 1307482.05
(6 IN.)6SSSSSSSSSSSSSS
SSSSSSSSSSSSMH-3
STA 12+43.21
N 180299.88
E 1307564.67
2
MH-2
STA 11+00.21
N 180297.19
E 1307707.65
2
MH-7
STA 31+88.14
N 180482.87
E 1307442.96
2
MH-5
STA 30+00.00
N 180301.57
E 1307474.69
2
MH-6
STA 31+03.71
N 180405.26
E 1307476.20
2
SSSSSSSSSSSSSSSS
S
SS13+33 11+0012+0013+00
21+70
30+00 31+0032+0033+0050+0050+47
4
0
+
0
0
41+0041+11(6 IN.)6
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
MANHOLE 48 IN. DIAM.
PER COR STD. PLAN NO. 400.1
2
CONNECT TO EXISTING SEWER1
PVC SANITARY SEWER
PIPE 8 IN. DIAM.
3
PVC SANITARY SEWER
PIPE 12 IN. DIAM.
4
SEE BUILDING AND PLUMBING PLANS
FOR CONNECTION LOCATION AND
ELEVATION
5
SEWER CLEANOUT PER COR
STD. PLAN 403.1
6
PVC SANITARY SEWER
PIPE 6 IN. DIAM.
GENERAL NOTES
1.SEE CG-101 FOR SEWER &
STORMWATER CCTV
INSPECTION NOTES
2.SEE PROFILE FOR INVERT
ELEVATIONS AND PIPE SLOPES
3.ALL SEWER MANHOLE FRAMES
AND COVERS PER COR STD.
PLAN 401
4.ALL UTILITY COVER
ADJUSTMENTS PER COR STD.
PLAN 400.4
5.AIR TEST SEWER PER COR STD.
PLAN 410
6.PIPE BEDDING PER COR STD.
PLAN 405
7.TRENCH AND BACKFILL PER
COR STD. PLAN 220.20
7
DUCTILE IRON SANITARY
SEWER PIPE 6 IN. DIAM.
8
DUCTILE IRON SANITARY
SEWER PIPE 8 IN. DIAM.
9
GATE VALVE 8 IN. DIAM.10
PLANNORTH
MATCHLINE SEE US-104 MATCHLINE SEE US-103MATCHLINE SEE US-101
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
SANITARY SEWER PLAN
S-417414WWP-27-4174WASTEWATER UTILITY
JStowell 12/09/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
BH-2
DD D D
D D DDD6" WW
12" W
12" W 12" W12" W12" W12" W 12" W 12" W
12" W12" W12" W12" W
12" W 12" W12" W
"B" - BUILDING SH
x x x
P/L
P/L
NEW DUCT
BANK
NEW WATER MAIN
NEW STORM
DRAINAGE
3 L = 100 FT.
"C" - BUILDING ST
(ENCLOSED
STORAGE SHED)
(SHOP)
NEW 15 FT.
SEWER
EASEMENT
MH-1
STA 10+00.00
N 180295.31
E 1307807.84
2
SSS
10+0041+0
8
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
MANHOLE 48 IN. DIAM.
PER COR STD. PLAN NO. 400.1
2
CONNECT TO EXISTING SEWER1
PVC SANITARY SEWER
PIPE 8 IN. DIAM.
3
PVC SANITARY SEWER
PIPE 12 IN. DIAM.
4
SEE BUILDING AND PLUMBING PLANS
FOR CONNECTION LOCATION AND
ELEVATION
5
SEWER CLEANOUT PER COR
STD. PLAN 403.1
6
PVC SANITARY SEWER
PIPE 6 IN. DIAM.
GENERAL NOTES
1.SEE CG-101 FOR SEWER &
STORMWATER CCTV
INSPECTION NOTES
2.SEE PROFILE FOR INVERT
ELEVATIONS AND PIPE SLOPES
3.ALL SEWER MANHOLE FRAMES
AND COVERS PER COR STD.
PLAN 401
4.ALL UTILITY COVER
ADJUSTMENTS PER COR STD.
PLAN 400.4
5.AIR TEST SEWER PER COR STD.
PLAN 410
6.PIPE BEDDING PER COR STD.
PLAN 405
7.TRENCH AND BACKFILL PER
COR STD. PLAN 220.20
7
DUCTILE IRON SANITARY
SEWER PIPE 6 IN. DIAM.
8
DUCTILE IRON SANITARY
SEWER PIPE 8 IN. DIAM.
9
GATE VALVE 8 IN. DIAM.10
PLANNORTHMATCHLINE SEE US-102MATCHLINE SEE US-105
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
SANITARY SEWER PLAN
S-417415WWP-27-41741
WASTEWATER UTILITY
JStowell 12/09/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
DDD D D D D D DDDD8" W8" W 12" W 12" W 12" W 12" W
8" W8" W
W12" WP/LP/L
"A" - BUILDING CA
xxxxxxxxxxxxxxNEW DUCT
BANK
NEW WATER
MAIN
NEW 15 FT.
SEWER
EASEMENT
STUBOUT
4
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
15'
L = 170 FT.
(ADMIN)
N 180121.94
E 1307463.82
N 180121.76
E 1307478.82
NEW 15 FT.
PSE EASEMENT
SSSSSSSSSSSSMH-4
STA 20+00.00
N 180131.59
E 1307471.50
2S20+0021+00IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
MANHOLE 48 IN. DIAM.
PER COR STD. PLAN NO. 400.1
2
CONNECT TO EXISTING SEWER1
PVC SANITARY SEWER
PIPE 8 IN. DIAM.
3
PVC SANITARY SEWER
PIPE 12 IN. DIAM.
4
SEE BUILDING AND PLUMBING PLANS
FOR CONNECTION LOCATION AND
ELEVATION
5
SEWER CLEANOUT PER COR
STD. PLAN 403.1
6
PVC SANITARY SEWER
PIPE 6 IN. DIAM.
GENERAL NOTES
1.SEE CG-101 FOR SEWER &
STORMWATER CCTV
INSPECTION NOTES
2.SEE PROFILE FOR INVERT
ELEVATIONS AND PIPE SLOPES
3.ALL SEWER MANHOLE FRAMES
AND COVERS PER COR STD.
PLAN 401
4.ALL UTILITY COVER
ADJUSTMENTS PER COR STD.
PLAN 400.4
5.AIR TEST SEWER PER COR STD.
PLAN 410
6.PIPE BEDDING PER COR STD.
PLAN 405
7.TRENCH AND BACKFILL PER
COR STD. PLAN 220.20
7
DUCTILE IRON SANITARY
SEWER PIPE 6 IN. DIAM.
8
DUCTILE IRON SANITARY
SEWER PIPE 8 IN. DIAM.
9
GATE VALVE 8 IN. DIAM.10
PLANNORTH
MATCHLINE SEE US-102
MATCHLINE SEE US-105KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)SANITARY SEWER PLAN
S-417416WWP-27-4174WASTEWATER UTILITY
JStowell 12/09/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
D D D D D
DDDDD
12" W 12" W12" W12" W12" W12" W12" W12" W12" W12" W"A" - BUILDING CA
xxxNEW DUCT
BANKNEW WATER
MAIN
NEW STORM
DRAINAGE
(6 IN.)
5
6
7
MINIMUM
2% SLOPE
IE 326.72
(ADMIN)
40+00
41+0
0
41+0
8
4
0
+
5
0
.
0
0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
PLANNORTH
MATCHLINE SEE US-103
CONSTRUCTION NOTES:
MANHOLE 48 IN. DIAM.
PER COR STD. PLAN NO. 400.1
2
CONNECT TO EXISTING SEWER1
PVC SANITARY SEWER
PIPE 8 IN. DIAM.
3
PVC SANITARY SEWER
PIPE 12 IN. DIAM.
4
SEE BUILDING AND PLUMBING PLANS
FOR CONNECTION LOCATION AND
ELEVATION
5
SEWER CLEANOUT PER COR
STD. PLAN 403.1
6
PVC SANITARY SEWER
PIPE 6 IN. DIAM.
GENERAL NOTES
1.SEE CG-101 FOR SEWER &
STORMWATER CCTV
INSPECTION NOTES
2.SEE PROFILE FOR INVERT
ELEVATIONS AND PIPE SLOPES
3.ALL SEWER MANHOLE FRAMES
AND COVERS PER COR STD.
PLAN 401
4.ALL UTILITY COVER
ADJUSTMENTS PER COR STD.
PLAN 400.4
5.AIR TEST SEWER PER COR STD.
PLAN 410
6.PIPE BEDDING PER COR STD.
PLAN 405
7.TRENCH AND BACKFILL PER
COR STD. PLAN 220.20
7
DUCTILE IRON SANITARY
SEWER PIPE 6 IN. DIAM.
8
DUCTILE IRON SANITARY
SEWER PIPE 8 IN. DIAM.
9
GATE VALVE 8 IN. DIAM.10
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
MATCHLINE SEE US-104SANITARY SEWER PLAN
S-417417WWP-27-41741
WASTEWATER UTILITY
JStowell 12/09/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
310
315
320
325
330
335
340
310
315
320
325
330
335
340
20+00 21+00 22+00 22+20
MH-4
STA 20+00.00
RIM EL 328.63
2
L = 170'
S = 0.93%
MH-5
STA 30+00.00
RIM EL 328.53
2
4
FINISHED
GRADE
EXISTING
GRADE
4 TO MH-6
(SEE US-202)
NEW POWER/COMM
DUCT BANK
CAP PIPE AT PROPERTY LINE
= STA 21+70.00
NEW 8 IN
WATER PIPE
P/L
EX. TEL
IE 316.73IE 318.41IE 316.83IE 318.51IE IN 317.16 (MH-3)
310
315
320
325
330
335
340
310
315
320
325
330
335
340
10+00 11+00 12+00 13+00 14+00
MH-5
STA 30+00.00 = STA 13+33.21
RIM EL 328.53
2
L = 90'
S = 1.13%
MH-3
STA 12+43.21
RIM EL 329.04
2
L = 143'
S = 1.04%
MH-2
STA 11+00.21
RIM EL 329.88
2
L = 100'
S = 1.45%
MH-1
STA 10+00.00
RIM EL 330.07
2
3
3
3
FINISHED
GRADE
EXISTING
GRADE
4 TO MH-6
IE OUT 316.73
NEW 8 IN. DIAM.
WATER PIPE NEW 12 IN.
DIAM. STORM
PIPE
NEW 6 IN DIAM. SIDE
SEWER
CONNECTION
TO BUILDING A PER
COR STD. PLAN 409
NEW POWER/COMM
DUCT BANK
NEW 6 IN. DIAM. SIDE SEWER
CONNECTION TO BUILDING A
PER COR STD. PLAN 409
EX. POWER
EX. WATER
L = 100'
S = 1.45%IE 321.32IE 318.28IE 316.73IE 318.18IE 319.77IE 319.8718" MIN. VERTICAL
CLEARANCE UNDER
WATER, TYP.IE 317.16IE 316.83IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
MANHOLE 48 IN. DIAM.
PER COR STD. PLAN NO. 400.1
2
CONNECT TO EXISTING SEWER1
PVC SANITARY SEWER
PIPE 8 IN. DIAM.
3
PVC SANITARY SEWER
PIPE 12 IN. DIAM.
4
SEE BUILDING AND PLUMBING PLANS
FOR CONNECTION LOCATION AND
ELEVATION
5
SEWER CLEANOUT PER COR
STD. PLAN 403.1
6
PVC SANITARY SEWER
PIPE 6 IN. DIAM.
GENERAL NOTES
1.SEE CG-101 FOR SEWER &
STORMWATER CCTV
INSPECTION NOTES
2.SEE PROFILE FOR INVERT
ELEVATIONS AND PIPE SLOPES
3.ALL SEWER MANHOLE FRAMES
AND COVERS PER COR STD.
PLAN 401
4.ALL UTILITY COVER
ADJUSTMENTS PER COR STD.
PLAN 400.4
5.AIR TEST SEWER PER COR STD.
PLAN 410
6.PIPE BEDDING PER COR STD.
PLAN 405
7.TRENCH AND BACKFILL PER
COR STD. PLAN 220.20
7
DUCTILE IRON SANITARY
SEWER PIPE 6 IN. DIAM.
8
DUCTILE IRON SANITARY
SEWER PIPE 8 IN. DIAM.
9
GATE VALVE 8 IN. DIAM.10
SAME STRUCTURE SAME STRUCTURE
ON US-202
VERTICAL SCALE
8. STRUCTURE CALLOUTS ARE TO
CENTER OF STRUCTURE NOT
WHERE LEADER INDICATES.
HORIZONTAL SCALE
SANITARY SEWER PROFILE: MH-4 TO MH-51
US-104
SANITARY SEWER PROFILE: MH-1 TO MH-5
US-102, US-103
2
SANITARY SEWER PROFILE
S-417418WWP-27-4174Show Water Main
Show Water Main
WASTEWATER UTILITY
JStowell 12/09/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
310
315
320
325
330
335
340
310
315
320
325
330
335
340
30+00 31+00 32+00 33+00 34+00 35+00
MH-5
STA 30+00.00
RIM EL 328.53
2
MH-7
STA 31+88.14
RIM EL 327.78
2
MH-8
STA 33+56.01
RIM EL 318.94
2
L = 57'
S = 1.07%
L = 168'
S = 1.09%
MH-6
STA 31+03.71
RIM EL 328.12
2
L = 104'
S = 1.54%
4
4
4
4L = 84'
S = 0.59%
FINISHED
GRADE
EXISTING
GRADE
EXISTING
TOP OF
SLOPE
EXISTING
TOE OF
SLOPENEW D.I.
WATER MAIN
PIPE 4 IN. DIAM.
1 EXISTING 21 IN.
DIAM. PVC SANITARY
SEWER PIPE
IE 311.16±
4 TO MH-4
(SEE US-201)
C/L
NE 3RD
NEW
POWER/
COMM
DUCT BANK
EXISTING
GRADE
2 MH-9
STA 34+15.61
RIM 317.60
IE IN 311.89
P/L
R/W
8 IN. DIAM.
PIPE DROP
CONNECTION
FROM WASH
PAD OWS
IE 315.46
(EXISTING OVERHEAD POWER
AND GUY POLES NOT SHOWN)
EX. FO/TEL*
EX. FO*
EX. TEL*IE 315.13IE 314.53IE 312.60IE 312.50IE 314.43IE 315.03IE 316.73IE 316.83FROM MH-3
IE 317.16
STUB
IE IN 312.60
IE 311.89EX. (2) TEL
EX. UGE
EX. FO
EX. 8 IN. HIGH PRESSURE GAS
ALL DEPTHS UNKNOWN
310
315
320
325
330
335
340
310
315
320
325
330
335
340
40+00 41+00 41+40
9
9
8
9
8
NEW SCHEDULE
A STORM PIPE
12 IN. DIAM.
MH-6
STA 31+03.71
RIM EL 328.12
2 MH-10
DIVERSION STRUCTURE
STA 40+70.45
RIM EL 328.11 MH-11
GRIT/OIL TRAP
STA 40+76.45
RIM EL 328.23
L = 16'
S = 62.34%
L = 7'
S = 2.00%
L = 24'
S = 0.84%
L = 25'
S = 7.18%
L = 6'
S = 7.24%
9
10 10
10
RESTRAINED
MECHANICAL
JOINT INCREASER
OIL WATER
SEPARATOR
SHEET US-501
WEST
PRE-SETTLING
PRECAST VAULT
SHEET UD-506IE 326.30IE 325.70IE 326.43IE 315.46IE 324.00IE 326.40TO MH-7
IE 315.03
IE 325.30IE 325.50IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
MANHOLE 48 IN. DIAM.
PER COR STD. PLAN NO. 400.1
2
CONNECT TO EXISTING SEWER1
PVC SANITARY SEWER
PIPE 8 IN. DIAM.
3
PVC SANITARY SEWER
PIPE 12 IN. DIAM.
4
SEE BUILDING AND PLUMBING PLANS
FOR CONNECTION LOCATION AND
ELEVATION
5
SEWER CLEANOUT PER COR
STD. PLAN 403.1
6
PVC SANITARY SEWER
PIPE 6 IN. DIAM.
GENERAL NOTES
1.SEE CG-101 FOR SEWER &
STORMWATER CCTV
INSPECTION NOTES
2.SEE PROFILE FOR INVERT
ELEVATIONS AND PIPE SLOPES
3.ALL SEWER MANHOLE FRAMES
AND COVERS PER COR STD.
PLAN 401
4.ALL UTILITY COVER
ADJUSTMENTS PER COR STD.
PLAN 400.4
5.AIR TEST SEWER PER COR STD.
PLAN 410
6.PIPE BEDDING PER COR STD.
PLAN 405
7.TRENCH AND BACKFILL PER
COR STD. PLAN 220.20
7
DUCTILE IRON SANITARY
SEWER PIPE 6 IN. DIAM.
8
DUCTILE IRON SANITARY
SEWER PIPE 8 IN. DIAM.
9
GATE VALVE 8 IN. DIAM.10
SAME
STRUCTURE
ON US-201
VERTICAL SCALEHORIZONTAL SCALE
SAME
STRUCTURE
SANITARY SEWER PROFILE: MH-5 TO MH-9
US-101, US-102
1
SANITARY SEWER PROFILE: WASH-DOWN PAD TREATMENT TRAIN2
US-102
SANITARY SEWER PROFILE
8. STRUCTURE CALLOUTS ARE TO
CENTER OF STRUCTURE NOT
WHERE LEADER INDICATES.
S-417419WWP-27-4174WASTEWATER UTILITY
JStowell 12/09/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
SECTION A - A
OIL WATER SEPARATOR (FROM WASH-PAD) DETAIL
SCALE 1" = 2'
8.00'
MIN.
AFTERBAY
8.67'±
GATE VALVE 8 IN. DIAM., TYP.
VALVE BOX AND NUT
EXTENSION PER COR
STD PLAN 330.1
TYPICAL SECTION PER GRADING
PLANS AND DETAILS
REMOVABLE CONCRETE
PANELS, OR HATCHES RATES
FOR HS-44 LOADS, TYP.
17.17'
PER
PLAN
2.00'
MIN.
4.00'
MIN.
COALESCING PLATE
RACK, TYP.
0.50'
OUTLET TO SEWER
NOTE: FOREBAY CRITERIA
PROVIDED AS PART OF LONG
LINEAR SEDIMENT VAULT PER PLAN
1.00' (AS SHOWN)
1
-
VALVE SUPPORT
BLOCK, TYP.
1.00' MIN. ,TYP.
CRUSHED SURFACING BASE
COURSE 0.67' THICK COMPACTED
TO 95% MAX. DRY DENSITY
FG EL PER STAKING DATA TABLE
DIMENSION PER MANUFACTURER
WALL THICKNESS PER
MANUFACTURER
LIFTING
RINGS, TYP.
SEDIMENT WEIROIL RETAINING
BAFFLE1.COALESCING PLATE OIL WATER SEPARATOR SHALL
HAVE A MINIMUM FLOW RATE OF 105 GPM.
2.EFFLUENT QUALITY SHALL MEET AND EXCEED 10
PPM MINIMUM WITH 100% COLLECTED SIZE OF 60
MICRONS.
3.LIDS SHALL BE RATED FOR HS-44 LOADS.
4.LADDERS OR RUNGS SHALL BE INSTALLED FOR
ACCESS.
5.CONCRETE SHALL BE 28 DAY COMPRESSIVE
STRENGTH fc=4,500 PSI MIN.
6.REBAR SHALL BE ASTM A-615 GRADE 60 MIN.
7.DESIGN SHALL MEET ACI-318-02 BUILDING CODE
AND ASTM C-857 MINIMUM STRUCTURAL DESIGN
LOADING FOR UNDERGROUND PRECAST CONCRETE
UTILITY STRUCTURES.
8.AIR VENT PIPES PER MANUFACTURER (NOT SHOWN).
GENERAL NOTES
INLET PIPE FROM FLOW
DIVERTER, SEE SHEET
US-502
INLET PIPE FROM FLOW
DIVERTER, SEE SHEET
US-502
A
UD-501
A
UD-501
GATE VALVE
8 IN. DIAM., TYP.
OUTLET TO SEWER INLET FROMWASH PADVENT TO SURFACE NEAR TRUCK FILL WATER
STAND-PIPE. SURFACE GRATE SHALL BE HS-20
LOAD RATED.
19.17' AS SHOWN AND VARIES PER MANUFACTURER
3 IN. X 0.090 GAGE SUPPORT
BRACKET ANCHORED TO WALL
(3' MAX. VERTICAL SPACING),
PER COR STD. PLAN 237.00, TYP.
N 180369.47
E 1307489.19
FG = 328.43
17.17' AS SHOWN IN PLAN VIEW
6.67'
OR
VAR.
PER
MFR
WALL THICKNESS PER
MANUFACTURER
N 180369.58
E 1307483.52
FG = 328.44
5.67'
AS
SHOWN
VAR.
PER
MFR
N 180386.64
E 1307489.32
FG = 328.28
N 180386.75
E 1307483.65
FG = 328.30
RISER RINGS, TYP.PLANNORTHDUCTILE IRON PIPE
FOR SEWER MAIN 8
IN. DIAM., TYP.
DUCTILE IRON PIPE
FOR SEWER MAIN 8
IN. DIAM., TYP.
SANITARY SEWER DETAILS
S-417420WWP-27-4174WASTEWATER UTILITY
JStowell 12/09/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
SSSSSSSSSSSSSSS
SS4" W4" WDDDDDDDCOUDUDCOUDUDCOUDUDCOUDUDCOUDUDCOIN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
ELEVATION
PLAN VIEW
POWDER COATED STEEL
COLUMN SUPPORT FOR TRUCK
FILL SPIGOT
1.00'
MIN.
TRUCK WATER FILL PIPE
FINISHED GRADE PER
GRADING PLANS
DUCTILE IRON PIPE FOR
WATER MAIN 4 IN. DIAMETER
WATER SERVICE
FOUNDATION PER
STRUCTURAL PLANS
HOSE BIB FOR HOSE
CONNECTION
DEMAND VALVE
(FOX OR APPROVED EQUAL)
PROTECTED BY AN RPZD
COMPLIANT WITH ASSE1013
3
4 IN. DIAM COPPER INSULATED
WATER SERVICE PIPE
1/2 IN. DIAM COPPER INSULATED
WATER DRIVE LINE AND
FITTINGS PER MANUFACTURER
RAISED CONCRETE CURB, TYP.
WASH-DOWN PAD
THICKENED CONCRETE 2' WIDE
AND 1' DEEP AROUND
STRUCTURE, TYP. SAWCUT
JOINT SHALL BE DEPTH TO D/3
MIN. AT THICKER SECTION
DUCTILE IRON PIPE FOR
SEWER MAIN 8 IN DIAM. CL 52
RESTRAINED MECHANICAL
JOINT REDUCER
DUCTILE IRON PIPE FOR
SEWER MAIN 6 IN. DIAM. CL 52
DIVERSION VALVE
(FOX) OR APPROVED EQUAL
SILT BASKET
FOX DD600/BRT SYSTEM OR
APPROVED EQUAL
28-3/8" SQUARE GRATE RATED
FOR HS-20 LOADING.WIRE MESH,
TYP.
6 IN. DIAM. DRAIN TO GRIT
CHAMBER SLOPED TO DRAIN
0.50% MIN.
DRAIN BACK PIPE PER
MANUFACTURER
DUCTILE IRON PIPE FOR
STORM SEWER 8 IN. DIAM. CL
52 TO SEDIMENT VAULT
RESTRAINED MECHANICAL
JOINT INCREASER
DUCTILE IRON PIPE FOR
STORM SEWER 6 IN. DIAM.
CL 52
GRIT AND OIL TRAP
FLOW DIVERSION DETAIL
SCALE 1" = 2'
1
-PLANNORTHSEDIMENT VAULT TO FLOW SPLITTER, OIL WATER
SEPARATOR, AND WATER QUALITY TREATMENT
GATE VALVE 8 IN. DIAM., TYP. AND
VALVE BOX AND NUT EXTENSION
INLET TO SEDIMENT VAULT
FROM STORMWATER
DRAINAGE SYSTEM
DRAIN PIPE TO
INFILTRATION
SYSTEM
GATE VALVE 8 IN.
DIAM. AND VALVE
BOX AND NUT
EXTENSION
N 180370.02
E 1307495.90
OIL WATER
SEPARATOR
SEWER
CONNECTION
AT MH-6
IE IN 315.13
CONCRETE CURB, TYP.
SEE GRADING ON CP-503
N 180332.95
E 1307515.62
IE 324.00
IE 326.30
CL CL
TRUCK WATER FILL
SPIGOT
CORP STOP AND 3
4" SERVICE
SADDLE AND COPPER
SERVICE TO HOSE BIB
CORP STOP AND 3
4" SERVICE
SADDLE AND COPPER
SERVICE TO HOSE BIB
FOX DD600/BRT SYSTEM OR
APPROVED EQUAL
28-3/8" SQUARE GRATE RATED
FOR HS-20 LOADING.
GRIT/OIL TRAP
RIM 328.20
IE 325.70
RIM 328.20
IE 325.50
RIM 328.20
IE 325.30
FITTINGS NOT
SHOWN
DUCTILE IRON PIPE 8 IN. DIAM CL 52
DUCTILE IRON PIPE 8 IN. DIAM CL 52
DUCTILE IRON
PIPE 8 IN.
DIAM CL 52
DUCTILE IRON
PIPE 8 IN.
DIAM CL 52
GATE VALVE 8 IN.
DIAM. AND VALVE
BOX AND NUT
EXTENSION
N 180390.29
E 1307486.74
N 180369.67
E 1307512.95
RIM 328.10
N 180363.68
E 1307513.25
RIM 328.29
N 180352.14
E 1307514.14
SANITARY SEWER DETAILS
S-417421WWP-27-4174WASTEWATER UTILITY
JStowell 12/09/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
IRRIGATION
ISOLATION VALVE
WASH PAD FLOW DIVERSION SCHEMATIC
SCALE: NTS
1
-
CISTERNS WATER QUALITY
TREATMENT INFILTRATION
COALESCING
PLATE OIL WATER
SEPARATOR
STORM
SEDIMENTATION/GRIT
VAULT
DIVERSION
VALVESUMP/OIL TRAP
COALESCING
PLATE OIL WATER
SEPARATOR
DISCHARGE TO
SANITARY SEWER
WASH PAD
ISOLATION VALVE
HOSE
FLOW
SPLITTER
SANITARY SEWER DETAILS
S-417422WWP-27-4174WASTEWATER UTILITY
JStowell 12/09/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
SSSSSSSSSSSSSSSSSSSSSS SSSSSS
S315320325330335BH-1BH-2D-(8)
CATCH BASIN TYPE 2
RIM:329.00
N 180462.87
E 1307627.68DDDDDDDDDUDUDUDUDDDDDDDUDCOCOCOUDUDUDUDUDUDUDUDD-(3)
CATCH BASIN TYPE 1UDUDUDUDUDUDUDUD8" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WFILLFILLFILLFILLFILLFILLFILLCUTFILLCUTCUTFILLFILLFILLFILLFILLFILLCUTFILLFILLFILLFILLFILLFILLFILLCUTFILLCUTCUTFILLFILLFILLFILLFILLFILLCUT10' MIN.10' MIN.10' MIN.10' MIN.IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
170.75'
150' PSE TRANSMISSION
POWER EASEMENT
"C" - BUILDING STBUILDING SH"A" - BUILDING CAKC TL# 1434000020
FUTURE ACCESS ROAD BETWEEN COUNTY PROPERTIES
(NOT PART OF THIS PROJECT)
OVERHEAD
TRANSMISSION
LINES
JEFFERSON AVE NE
(PRIVATE ACCESS ROAD)
N
E
3
R
D
S
T NE 2ND STKC TL# 1623059133
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
BIOINFILTRATION POND, TYP.
PATH AND PROMANADE
PROTECT EXISTING SLOPE AND VEGETATION IN PLACE
PROPERTY LINE
LIMIT OF GRADING
EXISTING 10' WIDE PSE EASEMENT
MATERIAL STORAGE BINS
STORAGE LOCKER BUILDING
WATER TRUCK FILL
SPIGOT AND EQUIPMENT
RINSE PAD
WATER QUALITY
MODULAR WETLAND
TREATMENT SYSTEMS
GRAVEL YARD AREA
CHEMICAL STORAGE SHEDS
OIL WATER
SEPARATORS
EAST SIDE
TREATMENT
TRAIN
NEW 12 IN. DIAM. WATER MAIN
AND SHOULDER GRADING
OPEN SHED STYLE BUILDING (SHOPS)(ADMIN)NEW UTILITY EASEMENT
UNDERGROUND
EXISTING ELECTRICAL
UTILITIES
PAVED YARD AREA
WEST PRE-SETTLING
VAULT (SED-1)FLOW CONTROL
STRUCTURE
RAINWATER
HARVEST SYSTEM
EMERGENCY OVERFLOW STRUCTURE BACK TO INFILTRATION
INFILTRATION BED LIMIT
INFILTRATION BED LIMIT
FOOTING UNDERDRAINS
DRAIN TO OIL WATER
SEPARATOR AND SEWER
PLANNORTH100.15'
143.17'
SCALE: 1" = 50'
50500 100
SCALE IN FEET
KC TL# 1623059144
GILROY FAMILY LLC
2829 NE 3RD ST 98056
KC TL# 1434000010
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
(ENCLOSED STORAGE SHED)WEST SIDE
TREATMENT TRAIN "B""D"(STORAGE SHED)"E"(STORAGE SHED)STORMWATER PLAN
EAST PRE-SETTLING
VAULT (SED-2)
R-417445TED-27-4174SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
SSBH-1
D D D D D
D D D D DUDUDUDUDUD
UD UD UD UDDDDD
DDDDDD
DCOCOCO
CO
CO
CO
CO
CO
UD UD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO
CO
CO
D UDUD UD
UDUD
UDUDUD
UDUD UD UD UDUD UD UD
UDUDUDUDUDCO
CO
CO
CO CO
CO
CO
CO CO
CO
CO
CO
4" W 12" W12" W12" W12" W12" W
4" W4" W12" W4
2
4
4
41
41
"B" - BUILDING SH
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
"C" - BUILDING ST
KC TL# 1434000012
4
2
2
4
2
1
4
2
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY
COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98065
P/L
NEW SEWER
NEW WATER
MAIN
NEW JOINT UTILITY TRENCH
12
D-(4)
UD-201
D-(6A)
UD-202
D-(7)
UD-202 D-(8)
UD-202
D-(9)
UD-202
D-(12)
UD-202
D-(13)
UD-202
D-(5)
UD-201
D-(6)
UD-201
2 4
INFILTRATION
BED LIMIT
(0.10 AC)
3
14 TYP.FILLFILLFILLFILL FILL FILL
FILLFILL
TOP OF
SLOPE
7 (UNITS A, B,
C, AND D)
9
5
72'±
UNDERDRAIN PIPE 8 IN. DIAM., TYP.
97'
113' PRESETTLING VAULT #1 (WEST)
113' PRESETTLING VAULT 132' PRESETTLING VAULTDRAIN PIPE 12 IN. DIAM, MANIFOLD
CONNECTION WITH UNDERDRAIN
PIPES 8 IN. DIAM. TO PROMOTE EVEN
STORMWATER DISTRIBUTION
FOR INFILTRATION
UNDERDRAIN PIPE
8 IN. DIAM. (FOOTING
DRAIN), TYP.
DRAIN PIPE
8 IN. DIAM.
(ROOF DRAIN), TYP.
NEW UTILITY EASEMENTS
ROOF OVERHANG
x x x x x x x x
xxxxxxROOF OVERHANG, TYP.
SED-1
UD-204
FS-1
UD-204
OWS-1
UD-204
UNIT-B
UD-204
9
OWS-2
UD-204
FS-1A
UD-204KC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD STRENTON, WA 98065FILLFILLFILLFILL FILL FILL
FILLFILL
IE 324.00
(FOOTING DRAINS)
IE 323.50 (FOOTING DRAINS AND ROOF DRAINS)
IE 323.50
(FOOTING DRAINS)
IE 328.00
DRAIN PIPE 8 IN. DIAM., TYP.
OUTSIDE DROP
CONNECTION PER COR STD.
PLAN 402.1
SEE PROFILE FOR
MODIFICATION TO STD. PLAN
(ENCLOSED STORAGE SHED)
EXISTING GROUND WATER MONITORING WELL
TO BE DECOMISSIONED PER STATE
REQUIREMENTS (LOCATION TO BE CONFIRMED)
"D"
(STORAGE SHED)
"E"
(STORAGE SHED)10' MIN.10' MIN.IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE UD-104 MATCHLINE SEE UD-103PLANNORTH
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
CONSTRUCT CATCH BASIN TYPE 1 PER
COR STD PLAN 200.00.
CONSTRUCT CATCH BASIN TYPE 2 PER
COR STD PLAN 201.00.
CONSTRUCT CATCH BASIN TYPE 2 WITH
LOCKING SOLID STORM ROUND FRAME
AND COVER PER COR STD PLANS 201.00
AND 204.50
CONSTRUCT RECTANGULAR
BIDIRECTIONAL VANED GRATE AND FRAME
PER COR STD. PLAN 204.30 AND 204.20.
CONSTRUCT FLOW SPLITTER PER DETAIL 1
ON SHEET UD-505.
CONSTRUCT FLOW SPLITTER PER DETAIL 1
ON SHEET UD-514.
CONSTRUCT MODULAR WETLAND PER
DETAIL 1 ON SHEET UD-501.
CONSTRUCT MODULAR WETLAND PER
DETAIL 1 ON SHEET UD-501.
CONSTRUCT OIL WATER SEPARATOR PER
SECTION 1 ON SHEET UD-502.
CONSTRUCT OIL WATER SEPARATOR PER
DETAIL 1 ON SHEET UD-504.
CONSTRUCT OVERFLOW STRUCTURE PER
STD PLAN 234.20.
INFILTRATION SYSTEM PER DETAIL 1 ON
SHEET UD-506.
NOT USED.
8 IN. CLEANOUT PER COR STD. PLAN
206.00
NOT USED.
8
9
10
11
12
13
14
15
GENERAL NOTES
1.TRENCH AND BACKFILL PER
COR STD. PLAN 220.20
2.PIPE ZONE BEDDING AND
COMPACTION FOR RIGID PIPE
PER COR STD. PLAN 220.00
3.PIPE ZONE BEDDING AND
COMPACTION FOR FLEXIBLE
PIPE PER COR STD. PLAN 220.10
AUD-505B
UD-204
20200 40
SCALE IN FEET
STORMWATER PLAN
R-417446TED-27-41741
1
1
1
SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
SSS
BH-2
DD D D
D D DUD UD UD
UD UD DDCO
CO CO
CO
CO
UD UD
UD UD
UD UD
UD UD
UD UD
UD UD
UD UD
UD UD
UD UD
CO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO
CO
UDUDUDUD UD UD
UDUDUDUD
CO
CO
6" WW
12" W
12" W 12" W12" W12" W12" W 12" W 12" W
12" W12" W12" W12" W
12" W 12" W12" W
42 4
2 4
41
41
42
KC TL# 1623059059
SEGALE PROPERTIES LLC.
301 MONROE AVE NE
RENTON, WA 98056
P/L
P/L
NEW WATER
MAIN
NEW DUCT
BANK
NEW SEWER JEFFERSON AVE NE(PRIVATE ACCESS ROAD) D-(10)
UD-202
D-(11)
UD-203
D-(19)
UD-203
D-(18)
UD-203
D-(14)
UD-202
D-(15)
UD-202
D-(17)
UD-203
D-(23)
UD-203
42
FILL CUT
14 TYP.
(IE 328.33)
UNDERDRAIN PIPE 8 IN. DIAM.
(FOOTING DRAIN), TYP.
90' PRESETTLING VAULT #2 (EAST)146' PRESETTLING VAULT90' PRESETTLING VAULT
8
10 6
CLEANOUTS AND DRAIN
PIPE MANIFOLD AND UNDERDRAINS
FOR INFILTRATION, TYP.
10'ROOF
OVERHANG, TYP.
x x x
ROOF OVERHANG, TYP.
SED-2
UD-204
FS-2
UD-204
OWS-3
UD-204UNIT-F
UD-204
FS-2A
UD-204
OWS-3
UD-204
10
(UNIT E)
"B" - BUILDING SH
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056KC TL# 1434000012
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY
COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98065
D-(19)
UD-203
D-(19)
UD-203
D-(19)
UD-203
FILL CUT
IE 328.00
IE 328.00
IE 328.00 1 4
INFILTRATION
BED LIMIT
(0.09 AC)
(CB TYPE 1L)
IE 328.50
8 (UNIT F)
8 (UNIT G)
EXISTING GROUND WATER MONITORING WELL
TO BE DECOMISSIONED PER STATE
REQUIREMENTS (LOCATION TO BE CONFIRMED)
"C" - BUILDING ST
(ENCLOSED STORAGE SHED)10' MIN.10' MIN.IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE UD-105MATCHLINE SEE UD-102PLANNORTH
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
CONSTRUCT CATCH BASIN TYPE 1 PER
COR STD PLAN 200.00.
CONSTRUCT CATCH BASIN TYPE 2 PER
COR STD PLAN 201.00.
CONSTRUCT CATCH BASIN TYPE 2 WITH
LOCKING SOLID STORM ROUND FRAME
AND COVER PER COR STD PLANS 201.00
AND 204.50
CONSTRUCT RECTANGULAR
BIDIRECTIONAL VANED GRATE AND FRAME
PER COR STD. PLAN 204.30 AND 204.20.
CONSTRUCT FLOW SPLITTER PER DETAIL 1
ON SHEET UD-505.
CONSTRUCT FLOW SPLITTER PER DETAIL 1
ON SHEET UD-514.
CONSTRUCT MODULAR WETLAND PER
DETAIL 1 ON SHEET UD-501.
CONSTRUCT MODULAR WETLAND PER
DETAIL 1 ON SHEET UD-501.
CONSTRUCT OIL WATER SEPARATOR PER
SECTION 1 ON SHEET UD-502.
CONSTRUCT OIL WATER SEPARATOR PER
DETAIL 1 ON SHEET UD-504.
CONSTRUCT OVERFLOW STRUCTURE PER
STD PLAN 234.20.
INFILTRATION SYSTEM PER DETAIL 1 ON
SHEET UD-506.
NOT USED.
8 IN. CLEANOUT PER COR STD. PLAN
206.00
NOT USED.
8
9
10
11
12
13
14
15
GENERAL NOTES
1.TRENCH AND BACKFILL PER
COR STD. PLAN 220.20
2.PIPE ZONE BEDDING AND
COMPACTION FOR RIGID PIPE
PER COR STD. PLAN 220.00
3.PIPE ZONE BEDDING AND
COMPACTION FOR FLEXIBLE
PIPE PER COR STD. PLAN 220.10
A
UD-204
20200 40
SCALE IN FEET
STORMWATER PLAN
R-417447TED-27-41741
1
1
SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
SSSSSSSSSSSSSDDD D D D D D DDDD
UD
UD UD UD UD UD
UD UD
UDUDUDUDUDUDUD
UDUD UD UD
UD UD
UD
8" W8" W 12" W 12" W 12" W 12" W
8" W8" W
W12" W1
"A" - BUILDING CA
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
4
P/L
NEW WATER
MAIN
NEW DUCT
BANK
NEW
SEWER
MAIN
D-(1)
UD-201
D-(3)
UD-201
D-(2)
UD-201
11
BIORETENTION
SECTION PER
STD. PLAN 262.00
FUTURE
BUILDING
EXPANSION
1 4FILLCUTCUT
FILL FILL FILL
TOP OF
SLOPE
KC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD STRENTON, WA 9806514
UNDERDRAIN PIPE 8 IN. DIAM.
(FOOTING DRAIN), TYP.
DRAIN PIPE
8 IN. DIAM.
(ROOF DRAIN), TYP.
WATER
SURFACE
LINE
WATER
SURFACE
LINE
(1,500 SF)
EL 328.00 (1,100 SF)
EL 328.00
UNDERDRAIN PIPE
8 IN. DIAM.
(FOOTING DRAIN), TYP.xxxxxxxxxxxxxxROOF OVERHANG, TYP.FILLCUTCUTFILL FILL FILL
IE 328.50 CLEANOUT FOR ROOF
DRAIN CONNECTION
IE 327.00 FOOTING DRAIN
IE 327.30 FOOTING DRAIN
IE 328.50
D-(27)
UD-205
ROCKERY
TOP EL 330.00
BOT EL 328.00
(ADMIN)
ROCKERY
TOP EL 330.00
BOT EL 328.00
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE UD-102
MATCHLINE SEE UD-105PLANNORTH
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
CONSTRUCT CATCH BASIN TYPE 1 PER
COR STD PLAN 200.00.
CONSTRUCT CATCH BASIN TYPE 2 PER
COR STD PLAN 201.00.
CONSTRUCT CATCH BASIN TYPE 2 WITH
LOCKING SOLID STORM ROUND FRAME
AND COVER PER COR STD PLANS 201.00
AND 204.50
CONSTRUCT RECTANGULAR
BIDIRECTIONAL VANED GRATE AND FRAME
PER COR STD. PLAN 204.30 AND 204.20.
CONSTRUCT FLOW SPLITTER PER DETAIL 1
ON SHEET UD-505.
CONSTRUCT FLOW SPLITTER PER DETAIL 1
ON SHEET UD-514.
CONSTRUCT MODULAR WETLAND PER
DETAIL 1 ON SHEET UD-501.
CONSTRUCT MODULAR WETLAND PER
DETAIL 1 ON SHEET UD-501.
CONSTRUCT OIL WATER SEPARATOR PER
SECTION 1 ON SHEET UD-502.
CONSTRUCT OIL WATER SEPARATOR PER
DETAIL 1 ON SHEET UD-504.
CONSTRUCT OVERFLOW STRUCTURE PER
STD PLAN 234.20.
INFILTRATION SYSTEM PER DETAIL 1 ON
SHEET UD-506.
NOT USED.
8 IN. CLEANOUT PER COR STD. PLAN
206.00
NOT USED.
8
9
10
11
12
13
14
15
GENERAL NOTES
1.TRENCH AND BACKFILL PER
COR STD. PLAN 220.20
2.PIPE ZONE BEDDING AND
COMPACTION FOR RIGID PIPE
PER COR STD. PLAN 220.00
3.PIPE ZONE BEDDING AND
COMPACTION FOR FLEXIBLE
PIPE PER COR STD. PLAN 220.10
20200 40
SCALE IN FEET
STORMWATER PLAN
R-417448TED-27-41741
1
1
1
1
1
SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
D D D D D
DDDDD
UD
UDUDUDUDUD
UD
UDUD UD UD UD12" W 12" W12" W12" W12" W12" W12" W12" W12" W12" W2 4
"A" - BUILDING CA
KC TL# 1434000012
NEW WATER
MAIN
NEW
DUCT
BANK
JEFFERSON AVE NE(PRIVATE ACCESS ROAD) D-(21)
UD-203
D-(22)
UD-203
2 4
BIORETENTION SECTION PER
STD. PLAN 262.00
1 4
D-(20)
UD-203
FILL CUT
UNDERDRAIN PIPE 8 IN. DIAM.
(FOOTING DRAIN), TYP.
DRAIN PIPE
8 IN. DIAM.
(ROOF DRAIN), TYP.
WATER
SURFACE
LINE
14
ROOF DRAINS AND
FOOTING DRAINS TO
RAIN GARDEN
14xxxROOF OVERHANG, TYP.
1 4
D-(22)
UD-203
D-(22)
UD-203
D-(22)
UD-203
D-(22)
UD-203
KC TL# 1623059059
SEGALE PROPERTIES LLC.
301 MONROE AVE NE
RENTON, WA 98056
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
FILL CUT
IE 328.50
IE 328.75
IE 328.90 CLEANOUT
FOR ROOF DRAIN
CONNECTION
IE 329.27 CLEANOUT FOR
ROOF DRAIN CONNECTION
IE 328.80
FOOTING DRAIN
IE 328.75
FOOTING DRAIN
IE 328.60
FOOTING DRAIN
IE 328.80
FOOTING DRAIN
2
UD-211
(ADMIN)
D-(25)
UD-203
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE UD-103
MATCHLINE SEE UD-104PLANNORTH
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
CONSTRUCT CATCH BASIN TYPE 1 PER
COR STD PLAN 200.00.
CONSTRUCT CATCH BASIN TYPE 2 PER
COR STD PLAN 201.00.
CONSTRUCT CATCH BASIN TYPE 2 WITH
LOCKING SOLID STORM ROUND FRAME
AND COVER PER COR STD PLANS 201.00
AND 204.50
CONSTRUCT RECTANGULAR
BIDIRECTIONAL VANED GRATE AND FRAME
PER COR STD. PLAN 204.30 AND 204.20.
CONSTRUCT FLOW SPLITTER PER DETAIL 1
ON SHEET UD-505.
CONSTRUCT FLOW SPLITTER PER DETAIL 1
ON SHEET UD-514.
CONSTRUCT MODULAR WETLAND PER
DETAIL 1 ON SHEET UD-501.
CONSTRUCT MODULAR WETLAND PER
DETAIL 1 ON SHEET UD-501.
CONSTRUCT OIL WATER SEPARATOR PER
SECTION 1 ON SHEET UD-502.
CONSTRUCT OIL WATER SEPARATOR PER
DETAIL 1 ON SHEET UD-504.
CONSTRUCT OVERFLOW STRUCTURE PER
STD PLAN 234.20.
INFILTRATION SYSTEM PER DETAIL 1 ON
SHEET UD-506.
NOT USED.
8 IN. CLEANOUT PER COR STD. PLAN
206.00
NOT USED.
8
9
10
11
12
13
14
15
GENERAL NOTES
1.TRENCH AND BACKFILL PER
COR STD. PLAN 220.20
2.PIPE ZONE BEDDING AND
COMPACTION FOR RIGID PIPE
PER COR STD. PLAN 220.00
3.PIPE ZONE BEDDING AND
COMPACTION FOR FLEXIBLE
PIPE PER COR STD. PLAN 220.10
20200 40
SCALE IN FEET
STORMWATER PLAN
R-417449TED-27-41741
1
1
SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
310
315
320
325
330
335
310
315
320
325
330
335
L = 112'
S = 1.07%L = 66'
S = 0.75%
L = 12'
S = 0.92%
L = 40'
S = 1.25%IE 324.50IE 324.00IE 322.80IE 322.31SCHEDULE A STORM
SEWER PIPE 12 IN. DIAM.
DUCTILE IRON STORM
SEWER PIPE 12 IN. DIAM.
PVC STORM
SEWER PIPE 12 IN. DIAM.
PVC STORM
SEWER PIPE 12 IN. DIAM.CATCH BASIN TYPE 248 IN. DIAM.RIM:328.21N 180329.04E 1307493.10CATCH BASIN TYPE 148 IN. DIAM.RIM:328.20N 180263.57E 1307490.59CATCH BASIN TYPE 148 IN. DIAM.RIM:328.42N 180151.53E 1307484.00EMERGENCY OVERFLOW STRUCTURE48 IN. DIAM.RIM:328.50N 180150.82E 1307523.99NEW POWER/
COMM DUCT
BANK
NEW 8"
SEWER
D-(1)
UD-104 D-(2)
UD-104
D-(3)
UD-104
D-(4)
UD-102
IE 322.20FINISHED GRADE
EXISTING SURFACE
BIORETENTION
POND
EL 328.00
SEDIMENT
LEVEL
A
UD-505
1
UD-506
1
UD-507
BOTTOM OF
PRE-SETTLING
VAULT
WEST
PRE-SETTLING
VAULT (SED-1)
PEAK FLOW
STORAGE EL
324.90
EX. TEL TO
BE REMOVED
EX. SEPTIC
TANK TO
BE REMOVED
FOOTING DRAIN
UNDERDRAIN 8
IN. DIAM. FROM
BEHIND PATH
BIORETENTION
POND WALL
IE 326.00
NEW 8" WATER LINE 6"
CLEARANCE WITH
ETHAFOAM INSTALLED
BETWEEN WATER AND
STORM
315
320
325
330
335
315
320
325
330
335
L = 85'
S = 0.75%L = 24'
S = 2.50%IE 322.50IE 323.14PVC STORM
SEWER PIPE 12 IN. DIAM.
PVC STORM
SEWER PIPE 12 IN. DIAM.CATCH BASIN TYPE 1RIM:328.31N 180380.36E 1307494.07CATCH BASIN TYPE 248 IN. DIAM.RIM:327.26N 180465.35E 1307495.66CATCH BASIN TYPE 248 IN. DIAM.RIM:327.55N 180464.90E 1307519.66 D-(5)
UD-102 D-(6)
UD-102
D-(6A)
UD-102
D-(7)
UD-202
D-(6A)
UD-202
IE 322.20FINISHED GRADE
EXISTING
SURFACE
SAME STRUCTURE
SEE SHEET UD-202
DRAIN PIPE 8 IN. DIAM.
(FROM FOOTING DRAIN)
IE 324.00
EX. TEL TO BE REMOVED
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
VERTICAL SCALEHORIZONTAL SCALE
STORM DRAIN PROFILE: EMERGENCY OVERFLOW (D-(1)) TO WEST PRE-SETTLING VAULT (SED-1)
UD-102, UD-104
A
STORM DRAIN PROFILE: D-(5) TO D-(6A)B
UD-102
STORMWATER PROFILE
R-417450TED-27-41741
1 1
11
1
1
1
2
2
2 2
SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
315
320
325
330
335
315
320
325
330
335
L = 71'
S = 0.89%L = 100'
S = 0.65%L = 54'
S = 0.75%
L = 54'
S = 0.75%L = 10'
S = 4.01%IE 324.85IE 324.22IE 323.56IE 321.90PVC STORM
SEWER PIPE 12 IN. DIAM.
DUCTILE IRON STORM
SEWER PIPE 12 IN. DIAM.
PVC STORM
SEWER PIPE 12 IN. DIAM.
PVC STORM
SEWER PIPE 12 IN. DIAM.
PVC STORM
SEWER PIPE 12 IN. DIAM.CATCH BASIN TYPE 248 IN. DIAM.RIM:327.55N 180464.90E 1307519.66CATCH BASIN TYPE 248 IN. DIAM.RIM:328.30N 180463.88E 1307573.69CATCH BASIN TYPE 248 IN. DIAM.RIM:329.00N 180462.87E 1307627.68CATCH BASIN TYPE 248 IN. DIAM.RIM:329.45N 180466.82E 1307727.68CATCH BASIN TYPE 248 IN. DIAM.RIM:329.60N 180465.51E 1307798.97NEW 12" WATER LINE
6" CLEARANCE WITH
ETHAFOAM INSTALLED
BETWEEN WATER AND
STORM
D-(10)
UD-103
D-(9)
UD-102
D-(8)
UD-102
D-(7)
UD-102
D-(6A)
UD-102
MAX. SEDIMENT
LEVEL
BOTTOM OF
PRE-SETTLING
VAULTIE 323.16DRAIN PIPE 8 IN. DIAM.
(FROM SHED FOOTING
DRAINS) IE 327.00
D-(6)
UD-201
IE 322.00FINISHED
GRADE
EXISTING SURFACE
SEE SHEET UD-202
SAME STRUCTURE
SEE SHEET UD-201
WEST
PRE-SETTLING
VAULT (SED-1)
A
UD-505
1
UD-506
1
UD-507
PEAK FLOW
STORAGE EL 324.00
EX. GAS TO BE REMOVED
EX. TEL TO BE
REMOVED
EX. POWER
TO BE REMOVED
315
320
325
330
335
340
315
320
325
330
335
340
L = 114'
S = 0.74%
L = 73'
S = 1.10%
L = 27'
S = 0.72%
L = 11'
S = 11.41%IE 326.40IE 325.30IE 324.50IE 323.65IE 323.30PVC STORM
SEWER PIPE 12 IN. DIAM.
PVC STORM
SEWER PIPE 12 IN. DIAM.
PVC
STORM
SEWER
PIPE 12 IN.
DIAM.
PVC STORM
SEWER PIPE 12 IN. DIAM.CATCH BASIN TYPE 1RIM:329.72N 180319.58E 1307671.78CATCH BASIN TYPE 2RIM:329.62N 180318.52E 1307744.72CATCH BASIN TYPE 248 IN. DIAM.RIM:329.70N 180316.85E 1307859.02CATCH BASIN TYPE 248 IN. DIAM.RIM:330.51N 180316.35E 1307886.27NEW POWER/
COMM DUCT
BANK
NEW POWER/
COMM DUCT BANK
D-(15)
UD-103
D-(14)
UD-103
D-(13)
UD-102 D-(12)
UD-102
MAX. SEDIMENT
LEVEL
BOTTOM OF
PRESETTLING
VAULT
IE 322.00 D-(23)
UD-203
FINISHED GRADE
EXISTING SURFACE
SAME STRUCTURE
SEE SHEET UD-203
EAST
PRE-SETTLING
VAULT (SED-2)
PEAK FLOW
STORAGE EL 326.40
NEW 6"
SEWER
DUCTILE IRON
STORM
SEWER PIPE 8
IN. DIAM.
EMERGENCY
OVERFLOW TO
WEST SYSTEM,
SEE UD-104
NEW 12" WATER WITH 6"
SPACING WITH ETHAFOAM
INSTALLED BETWEEN
WATER AND STORM
SEDIMENT
LEVEL
BOTTOM OF
PRE-SETTLING
VAULT
WEST
PRE-SETTLING
VAULT (SED-1)
PEAK FLOW
STORAGE EL
324.90
L = 39'
S = 0.62%IE 326.16CLEANOUT
8 IN. DIAM.
DROP TEE
IE 324.58CONCRETE
BLOCKING
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
VERTICAL SCALEHORIZONTAL SCALE
STORM DRAIN PROFILE: D-(10) TO WEST PRES-SETTLING VAULT (SED-1)
UD-102, UD-103
A
STORM DRAIN PROFILE: D-(12) TO EAST PRE-SETTLING VAULT (SED-2)
UD-102, UD-103
B
STORMWATER PROFILE
R-417451TED-27-41741
1
1 1 1
1
1
11
1
2
2
2
SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
320
325
330
335
340
320
325
330
335
340
L = 82'
S = 0.60%L = 52'
S = 1.07%
L = 10'
S = 0.67%IE 323.30IE 324.57IE 324.95IE 325.51IE 326.00PVC STORM
SEWER PIPE 12 IN. DIAM.PVC STORM
SEWER PIPE 12 IN. DIAM.
DUCTILE IRON STORM
SEWER PIPE 12 IN. DIAM.
PVC STORM
SEWER PIPE 12 IN. DIAM.
PVC STORM
SEWER PIPE 12 IN. DIAM.CATCH BASIN TYPE 1RIM:330.50N 180130.41E 1307984.51CATCH BASIN TYPE 248 IN. DIAM.RIM:330.49N 180191.26E 1307929.58CATCH BASIN TYPE 248 IN. DIAM.RIM:330.46N 180230.97E 1307895.99CATCH BASIN TYPE 248 IN. DIAM.RIM:330.52N 180306.41E 1307885.89CATCH BASIN TYPE 248 IN. DIAM.RIM:330.51N 180316.35E 1307886.27NEW POWER/
COMM DUCT BANK
D-(20)
UD-105
D-(21)
UD-105
D-(23)
UD-105
D-(15)
UD-103
D-(14)
UD-202
SEE UD-202
FINISHED
GRADE
EXISTING
SURFACE
SAME STRUCTURE
SEE SHEET UD-202
IE 322.00IE 324.50L = 76'
S = 0.51%
EX. TEL TO
BE REMOVED
EX. POWER
TO BE REMOVED
D-(22)
UD-105
NEW 12" WATER LINE
6" CLEARANCE WITH
ETHAFOAM INSTALLED
BETWEEN WATER AND
STORM
320
325
330
335
340
320
325
330
335
340
L = 49'
S = 0.46%
L = 40'
S = 1.30%IE 325.75IE 325.75IE 325.23IE 324.15PVC STORM
SEWER PIPE 12 IN.
DIAM.
PVC STORM
SEWER PIPE 12 IN.
DIAM.
PVC STORM
SEWER PIPE 12 IN. DIAM.CATCH BASIN TYPE 1RIM:329.68N 180406.05E 1307889.93CATCH BASIN TYPE 1RIM:329.65N 180366.45E 1307886.00 D-(18)
UD-103
D-(17)
UD-103
SEE PROFILE
TO THE RIGHT
FINISHED
GRADE
EXISTING
SURFACE
D-(11)
UD-103
IE 325.73EX.
WATER
TO BE
REMOVED EX. GAS TO BE
REMOVED
D-(19)
UD-103CATCH BASIN TYPE 272 IN. DIAM.RIM:330.22N 180454.60E 1307892.87320
325
330
335
340
320
325
330
335
340
L = 29'
S = 1.74%
L = 8'
S = 1.20%
D-(11)
UD-103
IE 324.65IE 324.15CATCH BASIN TYPE 1L48 IN. DIAM.RIM:329.65N 180464.61E 1307865.86PVC STORM
SEWER PIPE 12 IN. DIAM.
MAX. SEDIMENT
LEVEL
BOTTOM OF
PRE-SETTLING
VAULT
NEW POWER/
COMM DUCT BANK
IE 324.05FINISHED GRADE
EXISTING SURFACE
EAST
PRE-SETTLING
VAULT
(SED-2)
PVC STORM
SEWER PIPE 12 IN. DIAM.
PEAK FLOW
LEVEL 326.40
D-(18)
D-(19)
UD-103CATCH BASIN TYPE 272 IN. DIAM.RIM:330.22N 180454.60E 1307892.87320
325
330
335
340
320
325
330
335
340
L = 44'
S = 1.13%IE 327.50IE 324.95CATCH BASIN TYPE 1RIM:331.42N 180239.75E 1307939.43CATCH BASIN TYPE 248 IN. DIAM.RIM:330.46N 180230.97E 1307895.99PVC STORM
SEWER PIPE 12 IN. DIAM.
D-(25)
UD-105
D-(22)
UD-105
315
320
325
330
335
340
315
320
325
330
335
340
CATCH BASIN TYPE 1RIM:329.89N 180503.03E 1307886.31CATCH BASIN TYPE 248 IN. DIAM.RIM:330.22N 180454.60E 1307892.87L = 49'
S = 1.10%IE 324.15IE 324.69DUCTILE IRON STORM
SEWER PIPE 12 IN. DIAM.
D-(26)
UD-103
D-(19)
UD-103NEW 12" WATER
WITH 6" SPACING
WITH ETHAFOAM
INSTALLED
BETWEEN WATER
AND STORM
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
SAME STRUCTURE
VERTICAL SCALE
SAME STRUCTURE
HORIZONTAL SCALE
STORM DRAIN PROFILE: D-(20) TO EAST PRE-SETTLING VAULT (SED-2)
UD-102, UD-103
A
STORM DRAIN PROFILE: D-(25) TO D-(22)B
UD-105
STORM DRAIN PROFILE: D-(17) TO D-(19)C
UD-103
D
UD-103
STORM DRAIN PROFILE: D-(26) TO D-(19)E
UD-103
STORM DRAIN PROFILE: D-(11) TO EAST
PRE-SETTLING VAULT (SED-2)
STORMWATER PROFILE
R-417452TED-27-41741
1 1 1
1
1
1111
1
1 1 1 1
1
2 1
2 1
2
2
2
SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
310
315
320
325
330
335
310
315
320
325
330
335
MODULAR WETLAND UNITSA, B, C, AND D (IN PARALLEL)OIL WATER SEPARATOROWS-1, 2FLOW CONTROLSTRUCTURE, FS-1WEST PRE-SETTLING ANDFLOW CONTROLPRECAST VAULTIE 314.64IE 318.04IE 318.22IE 318.55IE 318.65IE 319.40IE 319.50FINISHED GRADE
EXISTING SURFACE
L = 21'
S = 0.86%
DUCTILE IRON STORM SEWER PIPE 8 IN. DIAM.
L = 17'
S = 0.59%
DUCTILE IRON STORM SEWER PIPE 12 IN. DIAM.
L = 7'
S = 1.40%
PVC STORM SEWER PIPE 12 IN. DIAM.
DRAIN PIPE 8 IN. DIAM.
TO INFILTRATION BED
MAX. SEDIMENT LEVEL
PEAK FLOW
STORAGE EL
324.90
A
UD-505
1
UD-505
SED-1
UD-102
1
UD-501
ORIFICE CONTROL
A
UD-502
FS-1
UD-102
OWS-1
UD-102
UNIT B
UD-102
GRAVEL
BACKFILL FOR
DRYWELLS
GRAVEL
BACKFILL FOR
DRYWELLS
UNDERDRAIN AND DRAIN
PIPES IN GRAVEL BACKFILL
FOR DRAINS SHOWN ON
SHEET UD-516
TEE
TEE
BEND
CROSS
GRAVEL BACKFILL
FOR DRAINS
313.33
315.33
311.33
310
315
320
325
330
335
340
310
315
320
325
330
335
340
MODULAR WETLANDSE, F, AND G (IN PARALLEL)SIMILAR TO DETAIL 1 ONSHEET UD-501OIL WATER SEPARATOR(OWS-3) SIMILAR TOSECTION A ONSHEET UD-502 ANDUD 511 CONFIG.IE 316.23IE 319.63IE 319.74IE 320.07IE 320.18IE 320.92IE 321.00FINISHED GRADE
EXISTING SURFACE
L=13.50'
S=0.81%
DUCTILE IRON STORM SEWER PIPE 8 IN. DIAM.
L=10.40'
S=1.06%
DUCTILE IRON STORM SEWER PIPE 12 IN. DIAM.
L=6.33'
S=1.26%
PVC STORM SEWER PIPE 12 IN. DIAM.
MAX. SEDIMENT LEVEL
EL 321.00
PEAK FLOW STORAGE
EL 326.40
SED-2
UD-103
ORIFICE CONTROLFLOW CONTROL STR.(FS-2) SEEDETAIL 1 ON SHEETUD-514FS-2
UD-103
OWS-3
UD-103
UNIT E
UD-103
DRAIN PIPE 12 IN. DIAM.
TO INFILTRATION BED EAST PRE-SETTLINGAND FLOW CONTROLPRECAST VAULTGRAVEL
BACKFILL FOR
DRYWELLS
UNDERDRAIN AND DRAIN
PIPES IN GRAVEL BACKFILL
FOR DRAINS SHOWN ON
SHEET UD-516
GRAVEL
BACKFILL FOR
DRYWELLS
GRAVEL BACKFILL
FOR DRAINS
315.31
317.31
313.31
MANIFOLD TO
TREATMENT
SLOPED TO
DRAIN BOTH
WAYS, TYP.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
WEST TREATMENT TRAIN PROFILEB
UD-102
EAST TREATMENT TRAIN PROFILEA
UD-103
VERTICAL SCALE
HORIZONTAL SCALE
STORMWATER PROFILE
R-417453TED-27-417411
1
1
1
1
1
SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
315
320
325
330
335
315
320
325
330
335
1+40 2+00 3+00
L = 7'
S = 3.44%
18x11 CONCRETE ARCH PIPE
W/ FLARED END SECTIONSIE 328.50IE 328.253"x3'x3' MIN QUARRY SPALLS
SUMP AT PIPE DISCHARGE
3"x3'x3' MIN QUARRY SPALLS
SUMP AT PIPE DISCHARGE D-(27)
UD-104
BIORETENTION POND
BOT EL 328.00
ROCKERY WALL
PATH
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
VERTICAL SCALE
HORIZONTAL SCALE
STORM DRAIN PROFILE: BIORETENTION CROSSING D-(27)B
UD-104
STORMWATER PROFILE
R-417454TED-27-41741
SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
SECTION A - A
2' DIAMETER MANHOLE FRAME AND
SOLID LOCKING LID, TYP.
MODULAR WETLAND (UNITS A, B, C, D, E, F, AND G) CONFIGURATION DETAIL
SCALE 1" = 2'
LIFTING RINGS TYP.
LADDER OR RUNGS, TYP.
LINEAR MODULAR WETLAND L-4-21-MOD.
WITH SOLID CONCRETE PANEL LID, TYP.
VERTICAL
UNDERDRAIN
MANIFOLD
DRAIN DOWN FILTER
INTERNAL TO UNIT
PRE-TREATMENT FILTER CARTRIDGE
INLET PIPE FROM OWS-1,2 FOR UNITS A, B, AND C
(IE REPORTED BELOW)
OUTLET PIPE TO SAND
DRAINAGE BLANKET
INFILTRATION BED
(IE REPORTED BELOW)
REMOVABLE
PANELS, TYP.
2' DIAMETER MANHOLE FRAME
AND SOLID LOCKING LID, TYP.
TYPICAL SECTION PER
GRADING PLANS AND DETAILS
PRE-TREATMENT FILTER CARTRIDGE
INLET PIPE FROM OWS-1,2
UNIT A IE = 318.04
UNIT B IE = 318.04
UNIT C IE = 318.04
UNIT D IE = 318.04
DRAIN PIPE 8 IN. DIAM. OUTLET
IE = 314.64 (UNITS A, B, C, AND D)
IE = 316.23 (UNITS E, F, AND G)
(L) OR PER MANUFACTURER
AS SHOWN IN PLANS VIEW
PRECAST MODULAR WETLAND WALL
(0.67' AS SHOWN)
3'5'L1 7'
5.34'
AS
SHOWN
(W)
4.00'
MIN
VERTICAL UNDERDRAIN MANIFOLD
MEDIA SOIL MIX
PRE-CAST MODULAR WETLAND
WETLAND BASE BY MANUFACTURER (0.50' AS SHOWN)
INLET
OUTLET
INLET
OUTLET
LADDER OR RUNGS PER COR
STD. PLAN 204.60, TYP.
PLANNORTH
1
-
CRUSHED SURFACE BASE COURSE 0.67' THICK
MIN COMPACTED TO 95% MAX. DRY DENSITY
1'
MIN.
OWS-1
UD-102 OR
1
UD-516
OWS-2
UD-102
OWS-3
UD-103OR
POINT 1
POINT 2POINT 3
POINT 4
STAKING DATA
1.TREATMENT SYSTEM SHOWN IS BASED ON THE MODULAR WETLAND
MWS-L-4-21-V OR L-4-17-V MODIFIED FOR HEIGHT EXTENSION.
2.TREATMENT FLOW RATE SHALL BE 0.268 CFS WITH A MAXIMUM
OPERATING HEAD OF 2.50' FOR L-4-21 UNITS AND 0.206 CFS FOR L-4-17
UNITS.
3.LIDS SHALL BE RATED FOR HS-44 LOADS.
4.LADDERS OR RUNGS SHALL BE INSTALLED FOR ACCESS.
5.CONCRETE SHALL BE 28 DAY COMPRESSIVE STRENGTH fc=4,500 PSI MIN.
6.REBAR SHALL BE ASTM A-615 GRADE 60 MIN.
7.DESIGN SHALL MEET ACI-318-02 BUILDING CODE AND ASTM C-857
MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST
CONCETE UTILITY STRUCTURES.
WALL THICKNESS PER
MANUFACTURER
FINISHED GRADE
FLUSH WITH LID, TYP.
GENERAL NOTES INLET PIPE FROM OWS-3
UNIT E IE = 319.63
UNIT F IE = 319.63
UNIT G IE = 319.63
2.50'
MAX.TREATMENT SYSTEM SIZES
ORIENTATION OF LIDS PER
DRAINAGE PLAN AND DETAIL 1 AND 2
ON SHEET UD-516
STORMWATER DETAILS
R-417455TED-27-41741 1
1
SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
SECTION A - A
OIL WATER SEPARATOR (OWS-1 AND 2) SECTION DETAIL
SCALE 1" = 2'
8.00 MIN.
AFTERBAY
14.50'±GATE VALVE 12 IN. DIAM., TYP.
VALVE BOX AND NUT
EXTENSION PER STD PLAN
330.1
12 IN. DIAM. DUCTILE IRON FLANGED
COUPLING ADAPTER, TYP.
TYPICAL SECTION PER GRADING
PLANS AND DETAILS
REMOVABLE CONCRETE
PANELS, TYP.
OUTLET PIPE TO WATER
QUALITY UNITS A, B, C, OR D
INVERT PER PLAN AND PROFILE
318.22
REMOVABLE CONC. PANEL
SUPPORT SYSTEM BY
MANUFACTURER
17.17'
PER
PLAN
2.00'
MIN.
4.00'
MIN.
2.75'
SUBMERGED INLET PIPE (FROM FS-1)
IE PER PLAN AND PROFILE
COALESCING PLATE
RACK, TYP.
0.50'
INLET
NOTE: FOREBAY CRITERIA
PROVIDED AS PART OF LONG
LINEAR SEDIMENT VAULT PER PLAN
1.00' (AS SHOWN)
IE= 318.55
1
-
VALVE SUPPORT BLOCK, TYP.
1.00' MIN. ,TYP.
FS-1A
UD-102ORFS-1
UD-102
CRUSHED SURFACING BASE
COURSE 0.67' THICK COMPACTED
TO 95% MAX. DRY DENSITY
NOTE: SEE SHEET UD-503 FOR PLAN VIEW AND STAKING DATA.
FG EL PER STAKING DATA TABLE
DIMENSION PER MANUFACTURER
(19.17' AS SHOWN IN PLAN)
WALL THICKNESS PER
MANUFACTURER
(1.00' AS SHOWN)
LIFTING RINGS, TYP.
SEDIMENT WEIR
OIL RETAINING
BAFFLE
1.COALESCING PLATE OIL WATER SEPARATOR SHALL
HAVE A MINIMUM FLOW RATE OF 150 GPM EACH FOR
A TOTAL OF 300 GPM.
2.EFFLUENT QUALITY SHALL MEET AND EXCEED 10
PPM MINIMUM WITH 100% COLLECTED SIZE OF 60
MICRONS.
3.LIDS SHALL BE RATED FOR HS-44 LOADS.
4.LADDERS OR RUNGS SHALL BE INSTALLED FOR
ACCESS.
5.CONCRETE SHALL BE 28 DAY COMPRESSIVE
STRENGTH fc=4,500 PSI MIN.
6.REBAR SHALL BE ASTM A-615 GRADE 60 MIN.
7.DESIGN SHALL MEET ACI-318-02 BUILDING CODE
AND ASTM C-857 MINIMUM STRUCTURAL DESIGN
LOADING FOR UNDERGROUND PRECAST CONCETE
UTILITY STRUCTURES.
8.AIR VENT PIPES PER MANUFACTURER (NOT SHOWN).
GENERAL NOTES
STORMWATER DETAILS
R-417456TED-27-4174SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
OIL WATER SEPARATOR (OSW-1 AND 2) PLAN CONFIGURATION DETAIL
SCALE 1" = 2'
GATE VALVE 12 IN. DIAM., TYP.
CEMENT CONCRETE PANEL COVER IN
FRAME, PER MANUFACTURER, TYP.
12 IN. DIAM. DUCTILE IRON FLANGED
COUPLING ADAPTER, TYP.
19.17' AS SHOWN AND VARIES PER MANUFACTURER
SUBMERGED INLET PIPE (FROM FS-1)
IE PER PLAN AND PROFILE
INLET
OWS - 2,OUTLETOWS - 1,OUTLETVENTS TO SEDIMENT VAULT
VENTS TO SEDIMENT VAULT
12 IN. MIN. VENTILATION PIPES AT
CORNERS PER COR STD PLAN 240.10
3 IN. X 0.090 GAGE SUPPORT
BRACKET ANCHORED TO WALL
(3' MAX. VERTICAL SPACING),
PER COR STD. PLAN 237.00, TYP.
N 180377.48
E 1307595.70
FG = 328.80
N 180383.15
E 1307595.81
FG = 328.85
N 180383.47
E 1307578.64
FG = 328.75
N 180377.80
E 1307578.56
FG = 328.70
1
-
A
UD-502
A
UD-502
PLANNORTH
RECESSED LIFTING RINGS PER
MANUFACTURER, TYP.
GATE VALVE 12 IN. DIAM., TYP.
CEMENT CONCRETE PANEL COVER IN
FRAME, PER MANUFACTURER, TYP.
12 IN. DIAM. DUCTILE IRON FLANGED
COUPLING ADAPTER, TYP.
19.17' AS SHOWN AND VARIES PER MANUFACTURER
SUBMERGED INLET PIPE (FROM FS-1)
IE PER PLAN AND PROFILE
12 IN. MIN. VENTILATION PIPES TO
CORNERS PER COR STD PLAN 240.10,
PENETRATIONS BY MANUFACTURER, TYP.
3 IN. X 0.090 GAGE SUPPORT
BRACKET ANCHORED TO WALL
(3' MAX. VERTICAL SPACING),
PER COR STD. PLAN 237.00, TYP.
N 180361.43
E 1307595.40
FG = 328.85
N 180367.10
E 1307595.51
FG = 328.80
N 180367.42
E 1307578.34
FG = 328.72
N 180361.75
E 1307578.23
FG = 328.75
RECESSED LIFTING RINGS PER
MANUFACTURER, TYP.
OWS-1
UD-102
FS-1
UD-102
FS-1A
UD-102
OWS-2
UD-102
17.17' AS SHOWN IN PLAN VIEW
5.67'
PER
PLAN
VAR.
PER MFR.
7.67'
AND
VAR.
PER
MFR.
GATE VALVE 8 IN. DIAM., TYP.
GATE VALVE 8 IN. DIAM., TYP.
5.67'
PER
PLAN
VAR.
PER MFR.
7.67'
AND
VAR.
PER
MFR.
STORMWATER DETAILS
R-417457TED-27-4174SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
OIL WATER SEPARATOR PANEL DETAIL (OWS-3)
SCALE 1" = 2'
PLANNORTH
1
-
SECTION A - A
8.00' MIN. AFTERBAY
15'±GATE VALVE 12 IN. DIAM., TYP.
VALVE BOX AND NUT
EXTENSION PER STD PLAN
330.1, TYP.
12 IN. DIAM. DUCTILE IRON FLANGED
COUPLING ADAPTER, TYP.
TYPICAL SECTION PER GRADING
PLANS AND DETAILS
REMOVABLE CONCRETE
PANELS, TYP.
OUTLET PIPE TO WATER QUALITY
UNITS D, E, AND F
INVERT PER PLAN AND PROFILE
IE 319.74
REMOVABLE CONC. PANEL
SUPPORT SYSTEM BY
MANUFACTURER
17.17' PER PLAN
2.33'
(2.00' MIN.)
4.00'
MIN.
3.00'
(0.50' MIN.)
COALESCING PLATE
RACK, TYP.
0.50'
INLET
NOTE: FOREBAY CRITERIA
PROVIDED AS PART OF LONG
LINEAR SEDIMENT VAULT PER PLAN
1.00' (AS SHOWN)
IE= 320.07
VALVE SUPPORT BLOCK, TYP.
1.00' MIN. ,TYP.
0.67' THICK CRUSHED
SURFACING BASE COURSE
COMPACTED TO 95% MAX. DRY
DENSITY, TYP.
OWS1,2
UD-102 FS-1,2
UD-102
FG EL PER STAKING DATA
NOTE: SEE SHEET UD-511 FOR PLAN VIEW AND STAKING DATA.
SEDIMENT WEIROIL RETAINING
BAFFLE
1.COALESCING PLATE OIL WATER SEPARATOR SHALL
HAVE A MINIMUM FLOW RATE OF 140 GPM.
2.EFFLUENT QUALITY SHALL MEET AND EXCEED 10
PPM MINIMUM WITH 100% COLLECTED SIZE OF 60
MICRONS.
3.LIDS SHALL BE RATED FOR HS-44 LOADS.
4.LADDERS OR RUNGS SHALL BE INSTALLED FOR
ACCESS.
5.CONCRETE SHALL BE 28 DAY COMPRESSIVE
STRENGTH fc=4,500 PSI MIN.
6.REBAR SHALL BE ASTM A-615 GRADE 60 MIN.
7.DESIGN SHALL MEET ACI-318-02 BUILDING CODE
AND ASTM C-857 MINIMUM STRUCTURAL DESIGN
LOADING FOR UNDERGROUND PRECAST CONCETE
UTILITY STRUCTURES.
8.AIR VENT PIPES PER MANUFACTURER (NOT SHOWN).
GENERAL NOTES
19.17' PER PLAN
STORMWATER DETIALS
R-417458TED-27-4174SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
SECTION A - A
12.00'
3.25 IN. DIAM.
ORIFICE, TYP.
2' DIAM. MANHOLE FRAME AND SOLID LOCKING
COVER MARKER "DRAIN" PER COR STD PLAN 204.50
2.00
MIN.
HANDHOLDS, STEPS, OR LADDER WITH 2' MIN
CLEARANCE TO FLOW RESTRICTOR PER COR STD.
PLAN 237.00INLETOUTLET
CATCH BASIN TYPE 2, 72 IN.
DIAM. FLOW CONTROL
STRUCTURE. CENTER OF
STRUCTURE AND ELEVATIONS
PER PLAN AND PROFILE
SHEAR GATE PER COR STD
PLAN 237.30, TYP.
2' DIAM. MANHOLE FRAME AND SOLID LOCKING
COVER MARKER "DRAIN" PER COR STD PLAN 204.50
Q100 WATER ELEVATION 324.90
HANDHOLDS, STEPS, OR LADDER WITH 2' MIN
CLEARANCE TO FLOW RESTRICTOR PER COR STD.
PLAN 237.00
INVERT
ELEVATION
PER PROFILE
INVERT ELEVATION
PER PROFILE
OUTLETOUTLET
KOR-N-SEAL BOOT FLEXIBLE
CONNECTOR OR APPROVED
EQUAL PER COR STD. PLAN
237.00, TYP.
TOP SLAB AND CIRCULAR ADJUSTMENTS
PER COR STD. PLAN 204.60
WEST PRE-SETTLING PRECAST VAULT TYPICAL SECTION DETAIL (SED-1)
SCALE 1" = 2'
PLAN
WEST FLOW CONTROL STRUCTURE DETAIL (FS-1)
SCALE 1" = 2'
TYPICAL SECTION
PER GRADING
PLANS AND
DETAILS
30" DIAM. MANHOLE FRAME AND SOLID LOCKING
COVER MARKER "DRAIN" PER COR STD PLAN 204.50
HANDHOLDS, STEPS, OR LADDER
PER COR STD. PLAN 204.60
CIRCULAR ADJUSTMENT COLLAR
PER COR STD. PLAN 204.60
TYPICAL SECTION PER GRADING
PLANS AND DETAILS
PRECAST SEDIMENT VAULT
(ALL CONNECTIONS, JOINTS, AND
SEALS PER MANUFACTURER)
EL 319.50
VAULT FLOW LINE ELEVATION
VARIES PER VAULT FLOOR PLAN
(SLOPED TO DRAIN 0.20% MIN,
2.00% MAX.)
5%
TYP.
5%
TYP.EL 317.93
EL 316.93
EL 324.90
EL 326.10
1.00' MIN.
5.40'
AT Q100
EL 326.00 1.00' FREEBOARD
EL 326.93
EL 327.70 TO 329.00 ±
1.00' TYP. AS SHOWN
(FINAL DIM. PER MANUFACTURER)
10.00'
10.00'
AS
SHOWN
8.00'
MIN.
8.17'
AS
SHOWN
1.56'
AT Q100
A
-PLANNORTHA
-
1
-
A
-
OUTLET
CRUSHED SURFACE BASE COURSE
1.00' THICK MIN. COMPACTED TO 95%
MAX. DRY DENSITY
SECTION A - A
FS-1
UD-102
FS-1A
UD-102
SED-1
UD-102
FS-1
UD-102
FS-1A
UD-102
SED-1
UD-102
CRUSHED SURFACE BASE COURSE
1.50' THICK MIN. COMPACTED TO 95%
MAX. DRY DENSITY
NOTE, VENT PIPES FROM OIL WATER SEPARATORS AND DRAIN PIPES FROM
ROOF DRAINS OR FOOTING DRAINS ARE NOT SHOWN.
WALL THICKNESS AND
FOUNDATION
THICKNESS PER
MANUFACTURER, TYP.
Q100 EL 324.90
RISER ELEVATION 325.00
1.00
MIN.
1.00
MIN.
STORMWATER DETAILS
R-417459TED-27-4174SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
PRECAST VAULT SECTIONS (BY MANUFACTURER)
113.00'
12.00'0.50% TYP.
WEST PRE-SETTLING PRECAST VAULT (SED-1) LAYOUT DETAIL
SCALE 1" = 5'
9.00'10.00' TYP.
1.00' AS
SHOWN, TYP.
10.00'
FLOW LINE EL 317.93
FF EL 318.18
FF EL 318.18
0.50% TYP.
FLOW LINE EL 318.50
4.00'10.00' TYP.
FF EL 318.75
FF EL 318.75
6' WIDE X 5' HIGH OPENING, TYP.
30" DIAM. MANHOLE FRAME AND COVER WITH
SOLID LOCKING LID PER COR STD PLAN 204.50,
TYP.
(SEE PLAN VIEW FOR LID LOCATIONS)
134.00'
132.00'
FLOW LINE
EL 317.93
FF EL 319.18
50.00' MAX. TYP.
FLOW LINE EL 318.34 0.50% TYP.FF EL 318.60
FF EL 318.60 5.0% TYP.
5.0% TYP.5.0% TYP.5.0% TYP.5.0% TYP.5.0% TYP.5.0% TYP.5.0% TYP.5.0% TYP.
5.0% TYP.5.0% TYP.0.50% TYP.0.80% TYP.INLETOUTLET
TO W/Q
0.50% TYP.FLOW LINE EL 317.93
FF EL 318.18
FF EL 318.18
0.50% TYP.
FLOW LINE EL 318.50
FF EL 318.75
FF EL 318.75
6' WIDE X 5' HIGH OPENING, TYP.
FLOW LINE
EL 317.935.0% TYP.5.0% TYP.5.0% TYP.5.0% TYP.5.0% TYP.5.0% TYP.0.80% TYP.FF EL 318.18
IE 319.50
SEE SHEET
UD-204
IE PER PROFILE
IE PER PROFILEINLET
ANGLE POINT
ANGLE POINT
A
UD-505
PLANNORTH
A
UD-505
1
-
D(6A)
UD-102
D(4)
UD-102
SED-1
UD-102
N 180456.14
E 1307506.49
FG EL = 327.50
N 180322.17
E 1307503.98
FG EL = 328.40
N 180319.80
E 1307629.95
FG EL 329.70
N 180453.78
E 1307632.47
FG EL 329.15
DRAIN PIPE 8 IN. DIAM. IE 324.50
DRAIN PIPE 8 IN.
DIAM. IE 324.50, TYP.
DRAIN PIPE 8 IN.
DIAM. IE 324.50, TYP.
CONTRACTOR SHALL ADJUST ALL
LIDS TO FINISHED GRADE, TYP.
1.PRECAST VAULT SHALL BE 3-SIDED BOX OR PANEL VAULT STYLE PER MANUFACTURER AND RATED FOR HS-44 LOADS.
2.MANUFACTURER SHALL SUBMIT SHOP DRAWINGS SHOWING ALL SEALS, JOINTS, DIMENSIONS, PIPE PENETRATIONS, CONNECTIONS, RISERS, LADDERS, AND
APPURTENANCES. STRUCTURAL CALCULATIONS SHALL BE SUBMITTED FOR ALL PRECAST STRUCTURES.
3.LADDERS OR RUNGS SHALL BE INSTALLED FOR ACCESS.
4.CONCRETE SHALL BE 28 DAY COMPRESSIVE STRENGTH fc=5,000 PSI MIN.
5.REBAR SHALL BE ASTM A-615 GRADE 60 MIN.
6.DESIGN SHALL MEET ACI-318-02 BUILDING CODE AND ASTM C-857 MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCETE UTILITY
STRUCTURES.
7.CONTRACTOR SHALL INSTALL BLOCKOUTS AND CONNECTIONS FOR AIR VENT PIPES FROM OIL WATER SEPARATORS, ROOF DRAINS, AND FOOTING DRAINS.
CONNECTION LOCATIONS ARE NOT ALL SHOWN AND SHALL BE INCLUDED IN SHOP DRAWINGS AND INSTALLED ABOVE THE WATER SURFACE INDICATED IN THE
DRAWINGS.
8 ACCESS LADDERS AND LIDS SHALL NOT BE SPACED ANY MORE THAN 50' APART, TYP.
GENERAL NOTES
CONTRACTOR SHALL COORDINATE LID LOCATIONS WITH
SITE IMPROVEMENTS TO ENSURE LIDS ARE NOT
LOCATED UNDER WHEEL STOPS OR EXTRUDED CURB OR
OTHER SURFACE FEATURES OR WITHIN 5 FEET OF LIGHT
POLES WHICH WOULD PRECLUDE LID LIFTING
EMERGENCY
OVERFLOW PIPE
FROM EAST
SYSTEM
IE 324.58
OVERFLOW FROM
WASH-PAD
SEE US-502
STORMWATER DETAILS
R-417460TED-27-4174SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
0.50% TYP.
5.40'
50.00' MAX. TYP.
FLOW LINE HIGH POINT EL 318.34
0.50% TYP.0.80% TYP.
FF EL 317.93
SEDIMENT ELEVATION 319.50
0.50% TYP.
Q100 WATER DEPTH
8.17'
7.68'
1.56'
1.00'
5.00'
WEST PRE-SETTLING PRECAST VAULT (SED-1) FLOW LINE DETAIL
SCALE 1" = 5'
1.00 FREEBOARD
50.00' MAX. TYP.
1.50 CRUSHED SURFACING BASE COURSE
FLOW LINE EL 317.93
FLOW LINE EL 318.50
FLOOR OF PRECAST VAULT
FINISHED FLOOR SLOPED TO DRAIN
FLOW LINE EL 317.93
ANGLE POINT
SEE PLAN
113.00'81.00'
81.00'51.00'
FF EL 318.50
FF EL 318.50
FLOW LINE EL 317.93
0.50% TYP.
1
-
MAX WATER ELEVATION 324.90
D-(4)
UD-102
D-(6A)
UD-102
SED-1
UD-102
FOOTING DRAIN PIPES AND ROOF DRAIN PIPES TO BE
LOCATED BY CONTRACTOR. AIR VENT PIPES FROM OIL
WATER SEPARATORS (NOT SHOWN)
113.00'
SEDIMENT LEVEL, TYP.
SLOPED FLOOR, TYP.
TO FLOW
SPLITTER
STORMWATER DETAILS
R-417461TED-27-4174OUTSIDE DROP
CONNECTION FROM D-(12)
IE 324.58
SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
INFILTRATION BED TYPICAL PIPE SECTION
SCALE: 1"=10'
4
-
GEOTEXTILE FOR SEPARATION
EXTENDED 3 FEET BEYOND
INFILTRATION BED, TYP.
DRAIN PIPE 12 IN.
DIAM. PER PLAN
2' THICK GRAVEL
BACKFILL FOR DRAINS
UNDERDRAIN
PIPE 8 IN. DIAM.
PER PLAN
2' THICK GRAVEL
BACKFILL FOR DRYWELLS
DIMENSION AND LOCATION PER PLAN AND DETAILS
STORMWATER DETAILS
R-417462TED-27-4174SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
OIL WATER SEPARATOR (OSW-3) PLAN CONFIGURATION DETAIL
SCALE 1" = 2'
GATE VALVE 12 IN. DIAM., TYP.
CEMENT CONCRETE PANEL COVER IN
FRAME, PER MANUFACTURER, TYP.
12 IN. DIAM. DUCTILE IRON FLANGED
COUPLING ADAPTER, TYP.
SUBMERGED INLET PIPE (FROM FS-2)
IE PER PLAN AND PROFILE
INLETOWS - 3,
OUTLET
VENTS TO SEDIMENT VAULT
12 IN. MIN. VENTILATION PIPES T
CORNERS PER COR STD PLAN 240.10
3 IN. X 0.090 GAGE SUPPORT
BRACKET ANCHORED TO WALL
(3' MAX. VERTICAL SPACING),
PER COR STD. PLAN 237.00, TYP.
N 180366.18
E 1307965.20
FG EL = 331.70
N 180371.84
E 1307965.31
FG EL = 331.65
N 180372.16
E 1307948.14
FG EL = 331.43
N 180366.50
E 1307948.03
FG EL = 331.45
1
-
A
UD-504
A
UD-504
PLANNORTH
RECESSED LIFTING RINGS PER
MANUFACTURER, TYP.
OWS-3
UD-103
UD-103
FS-2
19.17' AS SHOWN AND VARIES PER MANUFACTURER
6.67'
AS
SHOWN
VAR.
PER
MFR
17.17' AS SHOWN IN PLAN VIEW
5.67'
AS
SHOWN
DIM.
VAR.
PER
MFR
GATE VALVE 8 IN. DIAM., TYP.
TRENCH DRAIN TYPICAL DETAIL
SCALE NTS
2
-
SURFACE AND SLOPES PER GRADING
AND PAVING PLANS
CRUSHED SURFACING BASE COURSE PER
TYPICAL SECTION
(0.67' THICK MIN. UNLESS OTHERWISE NOTED).
BOLT DOWN IRON GRATE, HEEL-PROOF, ANTI-SLIP, AND LOAD CLASS D MINIMUM
GRATE CENTERLINE PER DRAINAGE PLAN
0.50% MIN. SLOPE FLOW LINE
CONTRACTOR SHALL INSTALL TRENCH DRAIN SYSTEM ACCORDING TO
MANUFACTURER'S RECOMMENDATIONS AND INCLUDE SHOP DRAWING
SUBMITTAL FOR CONCRETE SUPPORT AND #5 REBAR SPACING, TYP.
1.00' MIN.
1.00' MIN.
STORMWATER DETAILS
R-417463TED-27-4174SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
A
UD-514PLANNORTH
PRECAST VAULT SECTIONS (BY MANUFACTURER)
103.00'
12.00'0.50% TYP.
EAST PRE-SETTLING PRECAST VAULT (SED-2) LAYOUT DETAIL
SCALE 1" = 5'
5.00'10.00' TYP.
1.00' AS
SHOWN, TYP.
10.00'
FLOW LINE EL 319.41
FF EL 319.66
FF EL 319.66
0.50% TYP.
FLOW LINE EL 319.86
10.00' TYP.
FF EL 320.11
FF EL 320.11
6' WIDE X 5' HIGH OPENING, TYP.
30" DIAM. MANHOLE FRAME AND
COVER WITH SOLID LOCKING LID
PER COR STD PLAN 204.50, TYP.
148.00'
146.00'
FLOW LINE
EL 319.41
FF EL 319.66
50.00' MAX. TYP.
FLOW LINE EL 319.72
FF EL 319.97
FF EL 319.97 5.0% TYP.5.0% TYP.5.0% TYP.5.0% TYP.5.0% TYP.5.0% TYP.
5.0% TYP.5.0% TYP.0.33% TYP.0.59% TYP.INLETOUTLET
TO W/Q
0.50% TYP.FLOW LINE EL 319.41
FF EL 319.66
FF EL 319.66
0.50% TYP.
FLOW LINE EL 319.86
FF EL 320.11
FF EL 319.66
6' WIDE X 5' HIGH OPENING, TYP.
FLOW LINE
EL 319.415.0% TYP.5.0% TYP.5.0% TYP.5.0% TYP.0.58% TYP.FF EL 319.66
N 180456.88
E 1307900.21
FG EL 330.36
IE 320.97
IE PER PROFILE
INLET
ANGLE POINT
A
UD-514
1
-
D(19)
UD-103
90.00'
SED-2
UD-103
D(15)
UD-103
FF EL 320.11
N 180484.94
E 1308003.20
FG EL 332.40
N 180306.70
E 1308000.42
FG EL 332.64
N 180308.64
E 1307898.42
FG EL 330.70
1.PRECAST VAULT SHALL BE 3-SIDED BOX OR PANEL VAULT STYLE PER MANUFACTURER AND RATED FOR HS-44 LOADS.
2.MANUFACTURER SHALL SUBMIT SHOP DRAWINGS SHOWING ALL SEALS, JOINTS, DIMENSIONS, PIPE PENETRATIONS, CONNECTIONS, RISERS, LADDERS, AND
APPURTENANCES. STRUCTURAL CALCULATIONS SHALL BE SUBMITTED FOR ALL PRECAST STRUCTURES.
3.LADDERS OR RUNGS SHALL BE INSTALLED FOR ACCESS.
4.CONCRETE SHALL BE 28 DAY COMPRESSIVE STRENGTH fc=5,000 PSI MIN.
5.REBAR SHALL BE ASTM A-615 GRADE 60 MIN.
6.DESIGN SHALL MEET ACI-318-02 BUILDING CODE AND ASTM C-857 MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCETE UTILITY
STRUCTURES.
7.CONTRACTOR SHALL INSTALL BLOCKOUTS AND CONNECTIONS FOR AIR VENT PIPES FROM OIL WATER SEPARATORS. CONNECTION LOCATIONS ARE NOT ALL
SHOWN AND SHALL BE INCLUDED IN SHOP DRAWINGS AND INSTALLED ABOVE THE WATER SURFACE INDICATED IN THE DRAWINGS.
8 ACCESS LADDERS AND LIDS SHALL NOT BE SPACED ANY MORE THAN 50' APART, TYP.
GENERAL NOTES
AIR VENT FROM OIL WATER SEPARATOR
SEE PLAN FOR LOCATION OF ACCESS LIDS, TYP.
STORMWATER DETAILS
R-417464TED-27-4174SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
PLANNORTH
5.00'10.00' TYP.
1.00' AS
SHOWN, TYP.
FLOW LINE EL 319.89
D(15)
UD-103
90.00'
5.40'
50.00' MAX. TYP.
SEDIMENT ELEVATION 321.00
0.50% TYP.
Q100 WATER DEPTH 7.72'
1.11'
5.00'
1.00' FREEBOARD
FLOW LINE EL 319.44
FLOOR OF PRECAST VAULT PER MANUFACTURER
FINISHED FLOOR SLOPED TO DRAIN
FLOW LINE EL 319.44
ANGLE POINT
SEE PLAN
93.00'
MAX WATER ELEVATION 326.408.17'
1.56'
SED-2
UD-103
FLOW LINE HIGH POINT EL 319.44
0.33% TYP.0.58% TYP.
FF EL 319.44
93.00'53.00'
53.00'90.00'
FF EL 319.89
0.50% TYP.
EAST PRE-SETTLING PRECAST (SED-2) VAULT FLOW LINE DETAIL
SCALE 1" = 5'
1
-
D(19)
UD-103
SEDIMENT STORAGE
SLOPED FLOOR, TYP.
SEDIMENT STORAGE
SLOPED FLOOR, TYP.
CONTRACTOR SHALL ADJUST ALL
ACCESS LIDS TO FINISHED GRADE
PER GRADING PLANS
VENT FROM OIL WATER SEPARATOR VENT FROM OIL WATER SEPARATOR
TO FLOW
SPLITTER
STORMWATER DETAILS
R-417465TED-27-4174SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
PLANNORTH
SECTION A - A
EAST PRE-SETTLING PRECAST VAULT TYPICAL SECTION DETAIL (SED-2)
SCALE 1" = 2'
EAST FLOW CONTROL STRUCTURE DETAIL (FS-2)
SCALE 1" = 2'
1
-
A
-
12.00'
30" DIAM. MANHOLE FRAME AND
SOLID LOCKING COVER MARKER
"DRAIN" PER COR STD PLAN 204.50
HANDHOLDS, STEPS, OR LADDER
PER COR STD. PLAN 204.60
CIRCULAR ADJUSTMENT COLLAR
PER COR STD. PLAN 204.60
TYPICAL SECTION AND
SURFACE GRADES PER
GRADING PLANS AND DETAILS
PRECAST SEDIMENT VAULT
(ALL CONNECTIONS, JOINTS, AND
SEALS PER MANUFACTURER)
EL 321.00
VAULT FLOW LINE ELEVATION
VARIES PER VAULT FLOOR PLAN
(SLOPED TO DRAIN 0.20% MIN,
2.00% MAX.)
5%
TYP.
5%
TYP.EL 319.44
EL 318.44
EL 327.61
5.40'
AT Q100
EL 326.40
FREEBOARD
EL 328.44
EL 330.40 TO 332.60 ±
1.00' TYP. AS SHOWN
(FINAL DIM. PER MANUFACTURER)
10.00'
10.00'
AS
SHOWN
8.00' MIN.
8.17' AS
SHOWN
1.56'
AT Q100
SECTION A - A
1.00' FREEBOARD TO OVERFLOW
2.25 IN. DIAM.
ORIFICE
2' DIAM. MANHOLE FRAME AND
SOLID LOCKING COVER MARKER
"DRAIN" PER COR STD PLAN 204.50
HANDHOLDS, STEPS, OR LADDER WITH 2' MIN
CLEARANCE TO FLOW RESTRICTOR PER COR STD.
PLAN 237.00
INLETOUTLET
CATCH BASIN TYPE 2, 72 IN.
DIAM. FLOW CONTROL
STRUCTURE. CENTER OF
STRUCTURE AND ELEVATIONS
PER PLAN AND PROFILE
SHEAR GATE PER COR STD
PLAN 237.30, TYP.
INVERT ELEVATION
PER PROFILE
INVERT ELEVATION
PER PROFILE
INLET
OUTLET
PLAN
TYPICAL SECTION
PER GRADING
PLANS AND
DETAILS
1.00' MIN., TYP.
A
-
A
-
CRUSHED SURFACE BASE COURSE 1.00' THICK
COMPACTED TO 95% MAX. DRY DENSITY
SED-2
UD-103
FS-2
UD-103
SED-2
UD-103
FS-2
UD-103
CRUSHED SURFACE BASE COURSE 1.50' THICK
COMPACTED TO 95% MAX. DRY DENSITY
EL 326.50
2.0' MIN.
STORMWATER DETAILS
R-417466TED-27-4174SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
SSSSDDDDDDDDDDD
CO CO CO
CO
COCO
CO
CO
UD UD UD UD UD UD
CO CO COUDUDUDUDUDUD
CO CO COUDUDUDUDUDUD
CO CO COUDUDUDUDUDUD
CO CO COUDUDUDUDUDUD
CO CO COUDUDUDUDUDUD
CO CO COUDUDUDUDUDUD
CO CO COUDUDUDUDUDUD
CO
CO
CO
CO
CO
4" W DDUDDDDDDCO
CO CO
CO
CO
UD
UD UD UD UD UD
UD UD UD UD UD
UD UD UD UD UD
UD UD UD UD UD
UD UD UD UD UD
UD UD UD UD UD
UD UD UD UD UD
UD UD UD UD UD
UD UD UD UD UD
CO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO
CO
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
PLANNORTH
WEST WATER TREATMENT ENLARGED PLAN
SCALE: 1"=10'
1
-
IE 316.23
IE 316.15
IE 316.07
PLANNORTH
2
-
76 LF DRAIN PIPE 12 IN.
DIAM. @ 0.50%
46 LF DRAIN PIPE 12
IN. DIAM. @ 0.50%
80 LF UNDERDRAIN PIPE 8
IN. DIAM. @ 0.20%, TYP.
EAST WATER TREATMENT ENLARGED PLAN
SCALE: 1"=10'
UNIT D
UNIT E
OWS-3
FS-2
SED-2
IE 314.64
IE 314.54
IE 314.62
IE 314.58
UNIT A
UNIT B
UNIT C
OWS-1
OWS-2
UNIT D
IE 314.28
IE 316.23
IE 316.11
IE 315.80
IE 316.00
IE 315.97
IE 316.17
IE 315.64
IE 315.81
IE 315.84
IE 316.01
UNIT F
IE 314.64
75 LF DRAIN PIPE 12 IN.
DIAM. @ 0.50%
IE 314.05
IE 314.22
87 LF DRAIN
PIPE 12 IN. DIAM.
@ 0.50%
IE 313.87
IE 314.04
41 LF DRAIN PIPE 12
IN. DIAM. @ 0.50%
IE 313.66
IE 313.83
IE 313.84
IE 314.01
105 LF 8" UNDERDRAIN PIPE
8 IN. DIAM. @ 0.20%, TYP.
SED-1 STORMWATER VAULT
SED-1 STORMWATER VAULT
SED-2 STORMWATER VAULT
SED-2 STORMWATER VAULT
WASH PAD
COLLECTION
SUMP AND
GRIT TRAP
SEE SHEET
US-502
N:180434.12
E:1307608.80
N:180393.19
E:1307608.03N:180395.31
E:1307497.05
N:180436.24
E:1307497.82 8.00'
11.30'
10.15'10.28'
47.5' (50' MAX)
3'
5' TYP.
INFILTRATION BED
4550 SF, 0.10 AC
INFILTRATION BED
3950 SF, 0.09 AC
N:180427.31
E:1307896.65
N:180425.69
E:1307982.64
N:180379.70
E:1307981.77
N:180381.31
E:1307895.79
17.63'
8.00'
8.00'
16.17'
41.00'
111.00'
46.00'
86.00'
AIR VENTS TO VAULT, TYP.
FS-1
FS-1A
SED-1
OWS-3
AIR VENTS IE 324.90 MIN.
D.I. PIPE 6 IN. DIAM. CONNECTS WASH PAD
DIVERTER DRAIN TO STORMWATER WHEN
NOT IN USE IE 324.00 MIN.OWS-5TO SEWERD.I. PIPE 6
IN. DIAM.
4
UD-510
STORMWATER DETAILS
R-417467TED-27-4174IE 314.50
IE 318.04
IE 318.04
IE 318.22
AIR VENT IE 326.40 MIN.
IE 319.63
IE 319.63
IE 319.74
1 1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
SURFACE WATER UTILITY
JFarah 12/08/2021
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
DDDDDDDDDDDDDD
DCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOUDUDUDUDUDUDUDUDUDCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOSSSSSSSSSSSSSSSSSSSSSS
S SSSSS
S8 W12" W12" W12Ŕ W12Ŕ W12Ŕ W12" W12" W12Ŕ W12Ŕ WW12 W12 W12 W12 W
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th Street
Renton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)PLANNORTHKC TL# 1434000020
JEFFERSON AVE NE
(PRIVATE ACCESS ROAD)
N
E
3
R
D
S
T NE 2ND STKING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
STORAGE LOCKER BUILDING STORAGE LOCKER BUILDING
WATER TRUCK FILL
SPIGOT, HOSE BIB,
AND RINSE PAD
NEW 12 IN. DIAM. WATER MAIN
4 IN. FIRE AND 2 IN.
DOMESTIC WATER
SERVICE
2 IN. DIAM. DOMESTIC WATER
SERVICE TO TRUCK FILL
EXISTING WATER SERVICE
SEE UW-103
NEW HYDRANT, TYP.FURNISH AND INSTALL NEW
SERVICE LINE AND NEW METER
BOX PER COR STD PLAN 320.1.
CONNECT TO EXISTING PRIVATE
SERVICE. CITY CREWS TO INSTALL
AMI METER TO NEW SETTER.PLANNORTHSCALE: 1" = 50'
KC TL# 1623059144
GILROY FAMILY LLC
2829 NE 3RD ST 98056
KC TL# 1434000010
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
15' WIDE WATER UTILITY
EASEMENT, TYP.
4 IN. FIRE AND 2 IN.
DOMESTIC WATER
SERVICE
IRRIGATION
SERVICE"C" - BUILDING STBUILDING SH"A" - BUILDING CA(SHOPS)(ADMIN)(ENCLOSED STORAGE SHED)"B""D"(STORAGE SHED)"E"(STORAGE SHED)WATER MASTER PLAN
W-417412WTRP-27-41741
ROOF
OVERHANG
ROOF
OVERHANG
ROOF
OVERHANG
2
21
" " " " " WATER UTILITY
agafour 02/03/2022
D D D D D
D D D D DDDDD
DDDDDD
DCOCOCO
CO
CO
CO
CO
CO
UD UD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO
CO
CO
D
CO
CO
CO
CO CO
CO
CO
CO CO
CO
CO
COSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
SS(4 IN.)
STA 43+63.3
N 180359.97
E 1307497.58
STA 24+22.6
N 180479.62
E 1307646.55
STA 25+45.0
N 180357.19
E 1307644.25
STA 25+50.9
N 180351.32
E 1307644.13
4 IN. GATE (FLxMJ)
P/L
P/L
ELEVATED TRUCK FILL
WATER SPIGOT PER DETAIL
1 ON SHEET UW-501
(12 IN.)
312 IN.
490° (MJxMJ)
9
5
7
8
5
7
EXISTING
OVERHEAD
POWER
3
11
NEW
STORM
DRAINAGE
NEW POWER
AND COMM
DUCT BANK
NEW SEWER
NEW SEWER
FDC
8
15' WIDE WATER EASEMENT
490° (MJxMJ)
6
15
5
43+0043+93
23+0024+00
25+0026+004" W 12 W12 W
12 W12 W12 W
4" W4" W12 W
"C" - BUILDING ST
(ENCLOSED
STORAGE SHED)
"D"
(STORAGE SHED)
"E"
(STORAGE SHED)
SEWER
EASEMENT
PSE
EASEMENT
7
8
PIV
"B" - BUILDING SH
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
ROOF OVERHANG, TYP.
ROOF OVERHANG, TYP.
STA 25+31.9
N 180370.34
E 1307644.48
1
UW-502
3 7
10
4 12 IN. x 6 IN. TEE (FLxFLxFL)
6 IN. GATE (FLxMJ)
12 IN. GATE (FLxMJ) (N. END OF TEE)
12 IN. FLxMJ ADAPTER (S. END OF TEE)
12 IN. x 4 IN. TEE (FLxFLxFL)
4 IN. GATE (FLxMJ)
12 IN. GATE (FLxMJ) (S. END OF TEE)
12 IN. FLxMJ ADAPTER (N. END OF TEE)
4
BUILDING SH
SERVICE CONNECTION
PER DETAIL ON SHEET
UW-502
5
14
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th Street
Renton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
CONNECT TO EXISTING WATER MAIN PER COR
STD. PLAN 300.5
INSTALL LONG BODY ROMAC COUPLING (501)
OR APPROVED EQUAL.
CONSTRUCT DUCTILE IRON PIPE FOR WATER
MAIN (SIZE) IN. DIAM. PER PLAN, CL 52,
MECHANICAL JOINT, CEMENT MORTAR LINED
(DOUBLE THICKNESS) TYP., BITUMINOUS
COATING AND POLYETHYLENE WRAPPED.
CLASS 250 FITTING.
CONCRETE BLOCKING PER COR STD. PLAN
330.2.
2 IN. WATER SERVICE CONNECTION PER COR
STD. PLAN 320.3 INSTALLED FLUSH WITH YARD
SURFACE.
VALVE (SIZE, TYPE PER PLAN).
VALVE BOX AND OPERATING NUT EXTENSION
PER COR STD. PLAN 330.1.
HYDRANT ASSEMBLY PER COR STD. PLAN
310.1, INCL BLOCKING.
HOSE BIB AND DIVERTER VALVE FOR HOSE
CONNECTION.
4 IN. DOUBLE DETECTOR CHECK VALVE
ASSEMBLY WITH STAND PIPE OUTSIDE
CONNECTION INSTALLATION PER COR STD.
PLAN 360.1.
REDUCER.
2 IN. DOUBLE CHECK VALVE ASSEMBLY FOR
IRRIGATION AND 2 IN. WATER SERVICE
DEDUCT METER PER COR STD. PLANS 340.8
AND 320.3.
REDUCED PRESSURE BACKFLOW ASSEMBLY
PER COR STD. PLAN 350.2.
INSTALL DOUBLE BALL FLEX-TEND FITTING,
TYP.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
GENERAL NOTES
1.TRENCH AND BACKFILL PER COR STD. PLAN
220.20
2.PIPE ZONE BEDDING AND COMPACTION FOR
RIGID PIPE PER COR STD. PLAN 220.00
3.ALL MECHANICAL JOINT FITTINGS SHALL
HAVE MEGALUG SERIES 1100 OR EQUAL
JOINT RESTRAINTS
4.CONCRETE THRUST BLOCKS REQUIRED ON
ALL FITTINGS PER COR STD. PLANS 330.2
AND 330.3
MATCHLINE SEE UW-104 MATCHLINE SEE UW-103PLANNORTH
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)WATER PLAN
W-417413WTRP-27-41741
1
2
2
2
1
""""""AND VALVE
ENDS
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
WATER UTILITY
agafour 02/03/2022
DD D D
D D DDDCO
CO CO
CO
CO
UD UD
UD UD
UD UD
UD UD
UD UD
UD UD
UD UD
UD UD
UD UD
CO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO COCO
CO
CO
CO
CO
SSS
12 IN. X 6 IN. TEE
(MJxMJxFL)
12 IN. X 12 IN. TEE
(FLxFLxFL)
STA 17+18.0
N 180471.75
E 1308052.79
STA 20+16.30=
INTERSECTION OF
MAIN AND LOOP
3 - 12 IN. GATE VALVES (FLxMJ)
DI SPOOL
POLYPIGGING STATION
PER COR STD. PLAN 300.6
PLUG (MJ) AT N. END OF
POLYPIGGING CROSS
STA 15+39.50STA 31+02.0
N 180293.28
E 1308049.44
"C" - BUILDING ST
(ENCLOSED
STORAGE SHED)
KC TL# 1623059130
JEFFERSON AVE NE(PRIVATE ACCESS ROAD)STA 30+64.5
N 180293.98
E 1308011.95
12 IN. x 6 IN. TEE
8
(MJxMJxFL)
4 12 IN. TEE (FLxFLxFL)
5
NEW
STORM
DRAINAGE
NEW POWER AND COMM DUCT BANK
NEW SEWER
(12 IN.)
6 IN. GATE VALVE 7
(12 IN.)250 LF RESTRAINED JOINT PIPE(6 IN.)
(12 IN.)
12"x6" TEE (FLxFLxFL)
15' WIDE WATER EASEMENT
15' WIDE WATER EASEMENT
7
IF SERVICE LINE DOES NOT SERVE A SITE BETWEEN THE
CONNECTION IN NE 3RD STREET AND THE PROJECT SITE, THE
SERVICE LINE SHALL BE CAPPED AT THE MAIN IN NE 3RD STREET
BY CITY FORCES UNDER A SEPARATE PERMIT AND THE SERVICE
LINE SHALL BE ABANDONED IN PLACE.
IF SERVICE LINE SERVES A SITE BETWEEN THE CONNECTION IN
NE 3RD STREET AND THE PROJECT SITE, THE SERVICE LINE
SHALL BE CAPPED IMMEDIATELY DOWNSTREAM OF THE SERVICE
BY THE CONTRACTOR.
ABANDON IN PLACE
P/L
6Ŕ WW
18+04
16+0017+00
18+00
31+22
20+00
21+0022+00
29+00 30+00 31+00
12" W
12Ŕ W 12" W12" W12" W12" W 12" W 12" W
12Ŕ W12" W12 W
12 W
12 W 12 W12 W
6' TYP.
=
INTERSECTION OF
MAIN AND LOOP
12 IN. GV (FLxMJ)
(FLxMJ)
6" GV (FLxMJ)
STA 28+95.4
N 180291.33
E 1307845.01
90° BEND
(MJxMJ)
"B" - BUILDING SH
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
7
8
3 - 12" GV (FLxMJ)
STA 20+53.5
N 180472.44
E 1308015.52
ROOF OVERHANG, TYP.
12 IN. X 6 IN. TEE
(FLxFLxFL)
12 IN. FLxMJ ADAPTER (S. END OF TEE)
STA 17+65.0
N 180518.75
E 1308053.674
4
8
4
5
3
9
9
3
3
7
3
8
5
9
5
8
4
8
ROOF OVERHANG, TYP.
STA 22+10.6
N 180475.51
E 1307858.42
4
12" IN. FLxMJ ADAPTER
(E. END OF TEE)
3 (6 IN.)6 IN. GATE VALVE 7
(FLxMJ)
9
3
(6 IN.)
8
7
712 IN. GATE VALVE
(FLxMJ)
8
4
5
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th Street
Renton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
CONNECT TO EXISTING WATER MAIN PER COR
STD. PLAN 300.5
INSTALL LONG BODY ROMAC COUPLING (501)
OR APPROVED EQUAL.
CONSTRUCT DUCTILE IRON PIPE FOR WATER
MAIN (SIZE) IN. DIAM. PER PLAN, CL 52,
MECHANICAL JOINT, CEMENT MORTAR LINED
(DOUBLE THICKNESS) TYP., BITUMINOUS
COATING AND POLYETHYLENE WRAPPED.
CLASS 250 FITTING.
CONCRETE BLOCKING PER COR STD. PLAN
330.2.
2 IN. WATER SERVICE CONNECTION PER COR
STD. PLAN 320.3 INSTALLED FLUSH WITH YARD
SURFACE.
VALVE (SIZE, TYPE PER PLAN).
VALVE BOX AND OPERATING NUT EXTENSION
PER COR STD. PLAN 330.1.
HYDRANT ASSEMBLY PER COR STD. PLAN
310.1, INCL BLOCKING.
HOSE BIB AND DIVERTER VALVE FOR HOSE
CONNECTION.
4 IN. DOUBLE DETECTOR CHECK VALVE
ASSEMBLY WITH STAND PIPE OUTSIDE
CONNECTION INSTALLATION PER COR STD.
PLAN 360.1.
REDUCER.
2 IN. DOUBLE CHECK VALVE ASSEMBLY FOR
IRRIGATION AND 2 IN. WATER SERVICE
DEDUCT METER PER COR STD. PLANS 340.8
AND 320.3.
REDUCED PRESSURE BACKFLOW ASSEMBLY
PER COR STD. PLAN 350.2.
INSTALL DOUBLE BALL FLEX-TEND FITTING,
TYP.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
GENERAL NOTES
1.TRENCH AND BACKFILL PER COR STD. PLAN
220.20
2.PIPE ZONE BEDDING AND COMPACTION FOR
RIGID PIPE PER COR STD. PLAN 220.00
3.ALL MECHANICAL JOINT FITTINGS SHALL
HAVE MEGALUG SERIES 1100 OR EQUAL
JOINT RESTRAINTS
4.CONCRETE THRUST BLOCKS REQUIRED ON
ALL FITTINGS PER COR STD. PLANS 330.2
AND 330.3
MATCHLINE SEE UW-105MATCHLINE SEE UW-102PLANNORTH
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
WATER PLAN
W-417414WTRP-27-41741
1
2
21
""
"""
AND VALVE
ENDS
HYDRANT RUN SHALL
BE INSTALLED AT 90°
ANGLE TO MAIN.
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
WATER UTILITY
agafour 02/03/2022
DDD D D D D D DDDD
SSSSSSSSSSSSSSEWER
EASEMENT
EXISTING 10' PSE
EASEMENT
STA 41+84.3
N 180253.83
E 1307468.05
STA 40+95.5
N 180253.26
E 1307556.85 STA 26+50.30
9
STA 40+10.10
4 90° BEND (MJxMJ)
3(8 IN.)
3 (6 IN.)
4
3(8 IN.)
3 (12 IN.)
7 3 - 12 IN. GATE VALVES
=
4
5
P/L
8 IN. x 6 IN. TEE (MJxMJxFL)12 IN TEE (FLxFLxFL)
NEW
STORM
DRAINAGE
NEW POWER
AND COMM
DUCT BANK
NEW SEWER
3 (12 IN.)
15' EASEMENT
12
12" X 8" (MJxMJ REDUCER.
12" DI SPOOL PIECE
(BETWEEN GV AND
REDUCER)5
32 IN. TO IRRIGATION 3/4 IN. COPPER FROM
BUILDING TO YARD
HYDRANT
YARD HYDRANT
40+0041+00
42+00
27+008 W8 W 12" W 12" W 12" W 12" W
8 W8 W
W12 W
PSE
EASEMENT (OR AS CALLED FOR IN
LANDSCAPE IRR. DWG'S.)
STA 42+00.5
N 180270.08
E 1307468.07
8 IN X 6 IN TEE (MJxMJXFL)
6" GV (FLxMJ)
ROOF OVERHANG, TYP.
"A" BUILDING CA
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
7
8
8 IN. (MJxMJ)
2
UW-501 STA 40+98.5
N 180253.30
E 1307553.81
4
5
7
8
TRUCK FILL SERVICE
CONNECTION
PER DETAIL 2
ON SHEET UW-501 STA 42+02.5
N 180272.06
E 1307468.13
6
8 IN. DI SPOOL
(2 IN. TAPPED OFF SPOOL)
8 IN. CAP (MJ)
5
4
9
13
6
6" GV (FLxMJ)7
8 5
8 (FLxMJ)
14
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th Street
Renton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
CONNECT TO EXISTING WATER MAIN PER COR
STD. PLAN 300.5
INSTALL LONG BODY ROMAC COUPLING (501)
OR APPROVED EQUAL.
CONSTRUCT DUCTILE IRON PIPE FOR WATER
MAIN (SIZE) IN. DIAM. PER PLAN, CL 52,
MECHANICAL JOINT, CEMENT MORTAR LINED
(DOUBLE THICKNESS) TYP., BITUMINOUS
COATING AND POLYETHYLENE WRAPPED.
CLASS 250 FITTING.
CONCRETE BLOCKING PER COR STD. PLAN
330.2.
2 IN. WATER SERVICE CONNECTION PER COR
STD. PLAN 320.3 INSTALLED FLUSH WITH YARD
SURFACE.
VALVE (SIZE, TYPE PER PLAN).
VALVE BOX AND OPERATING NUT EXTENSION
PER COR STD. PLAN 330.1.
HYDRANT ASSEMBLY PER COR STD. PLAN
310.1, INCL BLOCKING.
HOSE BIB AND DIVERTER VALVE FOR HOSE
CONNECTION.
4 IN. DOUBLE DETECTOR CHECK VALVE
ASSEMBLY WITH STAND PIPE OUTSIDE
CONNECTION INSTALLATION PER COR STD.
PLAN 360.1.
REDUCER.
2 IN. DOUBLE CHECK VALVE ASSEMBLY FOR
IRRIGATION AND 2 IN. WATER SERVICE
DEDUCT METER PER COR STD. PLANS 340.8
AND 320.3.
REDUCED PRESSURE BACKFLOW ASSEMBLY
PER COR STD. PLAN 350.2.
INSTALL DOUBLE BALL FLEX-TEND FITTING,
TYP.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
GENERAL NOTES
1.TRENCH AND BACKFILL PER COR STD. PLAN
220.20
2.PIPE ZONE BEDDING AND COMPACTION FOR
RIGID PIPE PER COR STD. PLAN 220.00
3.ALL MECHANICAL JOINT FITTINGS SHALL
HAVE MEGALUG SERIES 1100 OR EQUAL
JOINT RESTRAINTS
4.CONCRETE THRUST BLOCKS REQUIRED ON
ALL FITTINGS PER COR STD. PLANS 330.2
AND 330.3
CONSTRUCTION NOTES:
CONNECT TO EXISTING WATER MAIN PER COR
STD. PLAN 300.5
INSTALL LONG BODY ROMAC COUPLING (501)
OR APPROVED EQUAL.
CONSTRUCT DUCTILE IRON PIPE FOR WATER
MAIN (SIZE) IN. DIAM. PER PLAN, CL 52,
MECHANICAL JOINT, CEMENT MORTAR LINED
(DOUBLE THICKNESS) TYP., BITUMINOUS
COATING AND POLYETHYLENE WRAPPED.
CLASS 250 FITTING.
CONCRETE BLOCKING PER COR STD. PLAN
330.2.
2 IN. WATER SERVICE CONNECTION PER COR
STD. PLAN 320.3 INSTALLED FLUSH WITH YARD
SURFACE.
VALVE (SIZE, TYPE PER PLAN).
VALVE BOX AND OPERATING NUT EXTENSION
PER COR STD. PLAN 330.1.
HYDRANT ASSEMBLY PER COR STD. PLAN
310.1, INCL BLOCKING.
HOSE BIB AND DIVERTER VALVE FOR HOSE
CONNECTION.
4 IN. DOUBLE DETECTOR CHECK VALVE
ASSEMBLY WITH STAND PIPE OUTSIDE
CONNECTION INSTALLATION PER COR STD.
PLAN 360.1.
REDUCER.
2 IN. DOUBLE CHECK VALVE ASSEMBLY FOR
IRRIGATION AND 2 IN. WATER SERVICE
DEDUCT METER PER COR STD. PLANS 340.8
AND 320.3.
REDUCED PRESSURE BACKFLOW ASSEMBLY
PER COR STD. PLAN 350.2.
INSTALL DOUBLE BALL FLEX-TEND FITTING,
TYP.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
GENERAL NOTES
1.TRENCH AND BACKFILL PER COR STD. PLAN
220.20
2.PIPE ZONE BEDDING AND COMPACTION FOR
RIGID PIPE PER COR STD. PLAN 220.00
3.ALL MECHANICAL JOINT FITTINGS SHALL
HAVE MEGALUG SERIES 1100 OR EQUAL
JOINT RESTRAINTS
4.CONCRETE THRUST BLOCKS REQUIRED ON
ALL FITTINGS PER COR STD. PLANS 330.2
AND 330.3
MATCHLINE SEE UW-102
MATCHLINE SEE UW-105PLANNORTHSTORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
WATER PLAN
W-417415WTRP-27-41741
1
2
21
" " " " " AND VALVE
ENDS
GV IS CONNECTED TO TEE WITH
FL CONNECTION. 12" DI SPOOL
BETWEEN MJ END OF GV AND
REDUCER.
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
WATER UTILITY
agafour 02/03/2022
D D D D D
DDDDD
STA 28+30.8
N 180264.52
E 1307823.06
STA 13+53.9
N 180107.56
E 1308053.66
KC TL# 1623059059
STA 79+93.0
N 180213.13
E 1307822.13
4 12 IN. x 4 IN. TEE
(FLxFLxFL)
5
7
3
7
4 4 IN. x 4 IN. TEE (MJxMJ)
8
11
7 12 IN. GATE (MJxMJ)
8
8
P/L
P/L
(12 IN. GV, MJxFL)
(4 IN.)
4 IN. GV (MJxFL)
NEW
STORM
DRAINAGE
NEW POWER
AND COMM
DUCT BANK END 250 LFRESTRAINEDJOINT PIPEFDC
7 (4 IN.)JEFFERSON AVE NE(PRIVATE ACCESS ROAD)15' WIDE WATER EASEMENT
15' TYP.
3 (12 IN.)
ABANDON IN PLACE
6
15
3/4 IN. COPPER FROM
BUILDING TO YARD
HYDRANT
13+0014+0015+0028+00
12" W 12Ŕ W12Ŕ W12Ŕ W12Ŕ W12 W12Ŕ W12 W12 W12 W
W W
MAINTAIN MINIMUM 5 FT OF HORIZONTAL
SEPARATION (OUTSIDE WALL TO
OUTSIDE WALL) BETWEEN EXISTING GAS
AND NEW WATER MAIN
STA 28+84.7
N 180280.62
E 1307844.81
4 12 IN. x 6 IN. TEE
(MJxMJxFL)
5
9
7 (6 IN. GV, MJxFL)
90° BEND (MJxMJ)
"A" BUILDING CA
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
2
UW-502
ROOF OVERHANG, TYP.
STA 28+52.2
N 180248.18
E 1307844.20
12 IN. FLxMJ ADAPTER
W. END OF TEE
8
8
14
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th Street
Renton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
CONNECT TO EXISTING WATER MAIN PER COR
STD. PLAN 300.5
INSTALL LONG BODY ROMAC COUPLING (501)
OR APPROVED EQUAL.
CONSTRUCT DUCTILE IRON PIPE FOR WATER
MAIN (SIZE) IN. DIAM. PER PLAN, CL 52,
MECHANICAL JOINT, CEMENT MORTAR LINED
(DOUBLE THICKNESS) TYP., BITUMINOUS
COATING AND POLYETHYLENE WRAPPED.
CLASS 250 FITTING.
CONCRETE BLOCKING PER COR STD. PLAN
330.2.
2 IN. WATER SERVICE CONNECTION PER COR
STD. PLAN 320.3 INSTALLED FLUSH WITH YARD
SURFACE.
VALVE (SIZE, TYPE PER PLAN).
VALVE BOX AND OPERATING NUT EXTENSION
PER COR STD. PLAN 330.1.
HYDRANT ASSEMBLY PER COR STD. PLAN
310.1, INCL BLOCKING.
HOSE BIB AND DIVERTER VALVE FOR HOSE
CONNECTION.
4 IN. DOUBLE DETECTOR CHECK VALVE
ASSEMBLY WITH STAND PIPE OUTSIDE
CONNECTION INSTALLATION PER COR STD.
PLAN 360.1.
REDUCER.
2 IN. DOUBLE CHECK VALVE ASSEMBLY FOR
IRRIGATION AND 2 IN. WATER SERVICE
DEDUCT METER PER COR STD. PLANS 340.8
AND 320.3.
REDUCED PRESSURE BACKFLOW ASSEMBLY
PER COR STD. PLAN 350.2.
INSTALL DOUBLE BALL FLEX-TEND FITTING,
TYP.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
GENERAL NOTES
1.TRENCH AND BACKFILL PER COR STD. PLAN
220.20
2.PIPE ZONE BEDDING AND COMPACTION FOR
RIGID PIPE PER COR STD. PLAN 220.00
3.ALL MECHANICAL JOINT FITTINGS SHALL
HAVE MEGALUG SERIES 1100 OR EQUAL
JOINT RESTRAINTS
4.CONCRETE THRUST BLOCKS REQUIRED ON
ALL FITTINGS PER COR STD. PLANS 330.2
AND 330.3
MATCHLINE SEE UW-103
MATCHLINE SEE UW-104MATCHLINE SEE UW-106
PLANNORTH
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
WATER PLAN
W-417416WTRP-27-41741
1
1
BUILDING CA
SERVICE
CONNECTION
PER DETAIL 2
ON SHEET
UW-502
2
2
" " " " AND VALVE
ENDS
FIELD LOCATE DOMESTIC WATER
SERVICE LINE, METER, AND RPBA
SO THAT METER BOX AND RPBA
HAVE A MINIMUM OF 1'
SEPARATION FROM DCDA VAULT.
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
WATER UTILITY
agafour 02/03/2022
STA 10+24.9
N 179778.78
E 1308039.79
15' ±
P/L
P/L
3 (12 IN.)
1
BEGIN WATER MAIN3(12 IN.)
90° (MJxMJ)4
5
EXISTING 12 IN.
DIAM. CAST IRON
WATER MAIN
6
NE 2ND ST
WATER
EASEMENT
EXISTING EDGE OF PAVEMENT
EXISTING EDGE OF PAVEMENT
10+0011+0012+0012 W12 W12 W12 W12 W
15' TYP.
EXISTING 12"
VALVE IN MH
MAINTAIN MINIMUM 5 FT OF HORIZONTAL
SEPARATION (OUTSIDE WALL TO
OUTSIDE WALL) BETWEEN EXISTING GAS
AND NEW WATER MAIN
WATER TIE-IN IS LOCATED
BEHIND KING COUNTY
FENCE AND GATE. ACCESS
TO BE COORDINATED WITH
THE COUNTY.
EXISTING
SERVICE
3
UW-502
STA 10+00.0
N 179778.47
E 1308064.67
CONNECT NEW 2" SERVICE
TO EXISTING SERVICE AT
TRANSPORTATION FACILITY
STA 10+27.6
N 179781.48
E 1308039.81
3
UW-502
REMOVE MJ PLUG
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th Street
Renton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
CONNECT TO EXISTING WATER MAIN PER COR
STD. PLAN 300.5
INSTALL LONG BODY ROMAC COUPLING (501)
OR APPROVED EQUAL.
CONSTRUCT DUCTILE IRON PIPE FOR WATER
MAIN (SIZE) IN. DIAM. PER PLAN, CL 52,
MECHANICAL JOINT, CEMENT MORTAR LINED
(DOUBLE THICKNESS) TYP., BITUMINOUS
COATING AND POLYETHYLENE WRAPPED.
CLASS 250 FITTING.
CONCRETE BLOCKING PER COR STD. PLAN
330.2.
2 IN. WATER SERVICE CONNECTION PER COR
STD. PLAN 320.3 INSTALLED FLUSH WITH YARD
SURFACE.
VALVE (SIZE, TYPE PER PLAN).
VALVE BOX AND OPERATING NUT EXTENSION
PER COR STD. PLAN 330.1.
HYDRANT ASSEMBLY PER COR STD. PLAN
310.1, INCL BLOCKING.
HOSE BIB AND DIVERTER VALVE FOR HOSE
CONNECTION.
4 IN. DOUBLE DETECTOR CHECK VALVE
ASSEMBLY WITH STAND PIPE OUTSIDE
CONNECTION INSTALLATION PER COR STD.
PLAN 360.1.
REDUCER.
2 IN. DOUBLE CHECK VALVE ASSEMBLY FOR
IRRIGATION AND 2 IN. WATER SERVICE
DEDUCT METER PER COR STD. PLANS 340.8
AND 320.3.
REDUCED PRESSURE BACKFLOW ASSEMBLY
PER COR STD. PLAN 350.2.
INSTALL DOUBLE BALL FLEX-TEND FITTING,
TYP.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
GENERAL NOTES
1.TRENCH AND BACKFILL PER COR STD. PLAN
220.20
2.PIPE ZONE BEDDING AND COMPACTION FOR
RIGID PIPE PER COR STD. PLAN 220.00
3.ALL MECHANICAL JOINT FITTINGS SHALL
HAVE MEGALUG SERIES 1100 OR EQUAL
JOINT RESTRAINTS
4.CONCRETE THRUST BLOCKS REQUIRED ON
ALL FITTINGS PER COR STD. PLANS 330.2
AND 330.3
MATCHLINE SEE UW-105
PLANNORTH
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
KC TL# 1434000010
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
WATER PLAN
W-417417WTRP-27-41741
1
1
2
2
14" " " " " AND VALVE
ENDS
WATER METER BOX PER COR
STD. PLAN 320.3
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
WATER UTILITY
agafour 02/03/2022
315
320
325
330
335
340
345
10+00 11+00 12+00 13+00 14+00
EXISTING
GRADE AND
FINISHED GRADE
DUCTILE IRON PIPE FOR
WATER MAIN 12 IN. DIAM.
STA 10+00.00 POTHOLE
AND REMOVE MJ PLUG.
CONNECT TO EXISTING
WATER MAIN.IE 332.71STA 10+24.90IE 329.34STA 12+65.80MAX DEFLECTION2.5 DEGREES90° (MJxMJ)RESTORE DISTURBED
SURFACE TO MATCH
EXISTING
EXISTING 12 IN. DIAM.
CAST IRON WATER
MAIN IN NE 2 ND ST
IE 332.70±ACCESSROAD TOKINGCOUNTYROADS12 " GATE VALVE
(MJxMJ)STA 10+27.62 IN. SERVICE CONN.1 EX. FIBER OPTIC
THE EXISTING UTILITIES SHOWN AT THIS LOCATION HAVE NOT BEEN FIELD LOCATED. ADVANCED UTILITY POTHOLING
SHALL BE PERFORMED BY THE CONTRACTOR TO LOCATE THE EXISTING UTILITIES. CONTRACTOR SHALL INSTALL
FITTINGS AND GRADE ADJUSTMENT TO CLEAR EXISTING UTILITIES AS INDICATED.MAX DEFLECTION2.5 DEGREESIE 331.87STA 10+46.07IE 329.106" MIN CLEARANCE
INSTALL ETHAFOAM PAD
4' MIN COVER
4' MIN COVER
315
320
325
330
335
340
345
14+00 15+00 16+00 17+00 18+00
EXISTING
GRADE AND
FINISHED GRADE
DUCTILE IRON PIPE FOR
WATER MAIN 12 IN. DIAM.STA 31+02.0012 IN. TEE(FLxFLxFL)STA 20+16.3012 IN. TEE(FLxFLxFL)12 IN. DIAM. RESTRAINED JOINT PIPE (255 LF)
DUCTILE IRON PIPE FOR
WATER MAIN 12 IN. DIAM.ACCESSDRIVEWAY TOKING COUNTYPARKS CMFACCESSDRIVEWAY TOKING COUNTYPARKS CMF12" GATE VALVE, TYP.
(FLxMJ)
12" GATE VALVE, TYP.
(FLxMJ)IE 327.49STA 17+66.63IE 327.45STA 17+65.05IE 328.70STA 15+39.50 =IE 327.15STA 17+18.04 =12" GATE
VALVE
(FLxMJ)IE 327.20IE 327.23IE 328.67IE 328.55TO FIRE
HYDRANT
MAX DEFLECTION2.5 DEGREESIE 327.64STA 16+30.00 =MAX DEFLECTION2.5 DEGREESIE 327.46STA 16+73.74 =DI SPOOL
POLYPIGGING STATION PER
COR STD. PLAN 300.6
PLUG (MJ) AT N. END OF
POLYPIGGING CROSS
12" X 6" TEE (FLxFLxFL)12 IN. (FLxMJ) ADAPTER(S. END OF TEE)4' MIN COVER
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)MATCHLINE SEE ABOVEMATCHLINE SEE BELOWVERTICAL SCALE
CONSTRUCTION NOTES:
2
1 EXISTING UTILITY TO BE POTHOLED AND
VERIFIED. WATER MAIN TO BE INSTALLED IN
ALTERNATE CONFIGURATION SHOWN TO
CLEAR EXISTING UTILITY BY 18" MIN.
EXISTING UTILITY LOCATION AND DEPTH ARE
APPROXIMATE. ABANDON OR REMOVE
EXISTING UTILITY AS DESIGNATED IN CD
SHEETS.
HORIZONTAL SCALE
WATER MAIN PROFILE - JEFFERSON AVE NE
UW-103, UW-105, UW-106
1
WATER MAIN PROFILE - JEFFERSON AVE NE, CONT.
UW-103, UW-105, UW-106
2
WATER PROFILE
W-417418WTRP-27-41741
1
1
1
2
GENERAL NOTES
1.MAXIMUM BURY DEPTH IS 6' UNLESS APPROVED
BY THE CITY OF RENTON
2.MAXIMUM PIPE DEFLECTION SHALL NOT EXCEED
ONE HALF OF THE MANUFACTURER'S
RECOMMENDED DEFLECTIONS.
3.WATER PIPING IS WITHIN THE CITY EASEMENT
UNLESS OTHERWISE SPECIFIED.
4.ALL MECHANICAL JOINT FITTINGS SHALL HAVE
MEGALUG SERIES 1100 OR EQUAL JOINT
RESTRAINTS.
5.CONCRETE THRUST BLOCKS REQUIRED ON ALL
FITTINGS PER COR STD. PLANS 330.2 AND 330.3
2
2
2
1 2
AND VALVE
ENDS
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
WATER UTILITY
agafour 02/03/2022
EXISTING
GRADE
315
320
325
330
335
340
345
20+00 21+00 22+00 23+00 24+00
FINISHED
GRADE NEW POWER/COMM
DUCT BANK (1' REQUIRED CLEARANCE)
EX COMM TO
BE RELOCATED
DUCTILE IRON PIPE FOR
WATER MAIN 12 IN. DIAM.IE 327.15STA 20+16.30 =IE 327.35STA 20+53.58IE 325.83STA 22+10.70STA 17+18.0412 IN. TEE(FLxFLxFL)12 IN. X 6 IN. TEE(MJxMJxFL)TO FIRE HYDRANT12IN. X 6 IN. TEE(FLxFLxFL)TO FIRE HYDRANTDRESS GRAVEL SHOULDER GRADE
EXISTING FENCE AT PL
CL JEFFERSON AVE NE
IE 326.25STA 21+68.3812" GATE VALVE (FL X MJ)12IN FL X MJADAPTERIE 325.83STA 22+09.352 EX. GAS TO
BE REMOVED
6" MIN CLEARANCE WITH ETHAFOAM
INSTALLED BETWEEN WATER AND STORM.
CENTER FULL STICK OF WATER MAIN
OVER STORM DRAIN AT CROSSING.
STORM DRAIN PIPE AT CROSSING TO BE
CL 52 DI OR C-900 PVC
RELOCATED
COMM
EX WATER TO BE
ABANDONED OR REMOVED
IE 325.78
12" GATE VALVE (FL X MJ)
IE 327.18
MAX DEFLECTION2.5 DEGREESIE 325.83STA 21+88.00MAX DEFLECTION2.5 DEGREESIN AREAS OF FILL, ROADWAY/PARKING LOT
SUBGRADE SHALL BE FILLED AND
COMPACTED BEFORE INSTALLATION OF
NEW WATER MAIN.
4' MIN COVER
IE 324.26STA 23+93.01MAX DEFLECTION2.5 DEGREESNEW POWER/
COMM DUCT
BANK
1' CLR
3' MIN COVER
1' CLR
2.75' CLR
0.67' CLR
315
320
325
330
335
340
345
24+00 25+00 26+00 27+00 28+00
FINISHED
GRADE
EXISTING
GRADE
NEW 8" SEWER PIPE
DUCTILE IRON PIPE FOR
WATER MAIN 12 IN. DIAM.
NEW
POWER/COMM
DUCT BANK
90° BEND12 IN. x 4 IN. TEE(FLxFLxFL)12 IN. FLxMJ ADAPTER(N. END OF TEE)TO HYDRANT12 IN. X 6 IN. TEE(FLxFLxFL)12 IN. FLxMJ ADAPTER(S. END OF TEE)TO BUILDING SHSTA 40+10.1012 IN. TEE(FLxFLxFL)2 IN. SERVICE CONN.STA 25+31.912" GATE VALVE (FLxMJ)
IE 325.11
STA 26+45.26
12" GATE VALVE (FLxMJ)
IE 325.15
STA 26+55.72
NEW POWER/
COMM DUCT
BANK
6" MIN CLEARANCE WITH ETHAFOAM
INSTALLED BETWEEN WATER AND STORM.
CENTER FULL STICK OF WATER MAIN
OVER STORM DRAIN AT CROSSING.
DRAIN PIPE AT CROSSING TO BE CL 52 DI
OR C-900 PVC
IN AREAS OF FILL,
ROADWAY/PARKING LOT
SUBGRADE SHALL BE FILLED AND
COMPACTED BEFORE
INSTALLATION OF NEW WATER
MAIN.
4' MIN COVER
IE 325.15STA 26+50.30=12" GATE VALVE (FLxMJ)
IE 325.04
STA 25+53.90
12" GATE VALVE (FLxMJ)
IE 325.05
STA 25+42.00
6" MIN CLEARANCE WITH ETHAFOAM
INSTALLED BETWEEN WATER AND STORM.
CENTER FULL STICK OF WATER MAIN
OVER STORM DRAIN AT CROSSING.
DRAIN PIPE AT CROSSING TO BE CL 52 DI
OR C-900 PVC
IE 325.04STA 25+45.00IE 325.04STA 25+50.90IE 325.04STA 25+63.50IE 324.63STA 25+82.17MAX DEFLECTION2.5 DEGREESMAX DEFLECTION2.5 DEGREESNEW POWER/
COMM DUCT
BANK
NEW
POWER/
COMM
DUCT
BANK
IE 325.01STA 24+22.60IE 325.16STA 24+29.63IE 325.28STA 24+47.63MAX DEFLECTION2.5 DEGREESMAX DEFLECTION2.5 DEGREES1' CLR
1' CLR
1' CLR
1.75' CLR 2.25'
CLR
1' CLR 1' CLR
3' MIN
COVER
0.5' CLR
0.67' CLR
0.58'
CLR 0.5' CLR
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)MATCHLINE SEE ABOVEMATCHLINE SEE BELOWMATCHLINE SEE UW-203CONSTRUCTION NOTES:
2
1 EXISTING UTILITY TO BE POTHOLED AND
VERIFIED. WATER MAIN TO BE INSTALLED IN
ALTERNATE CONFIGURATION SHOWN TO
CLEAR EXISTING UTILITY BY 18" MIN.
EXISTING UTILITY LOCATION AND DEPTH ARE
APPROXIMATE. ABANDON OR REMOVE
EXISTING UTILITY AS DESIGNATED IN CD
SHEETS.
VERTICAL SCALEHORIZONTAL SCALE
WATER MAIN PROFILE - ON SITE LOOP
UW-102, UW-103
1
WATER MAIN PROFILE - ON SITE LOOP
UW-102, UW-104, UW-105
2
WATER PROFILE
W-417419WTRP-27-41741
1
1
1
1
GENERAL NOTES
1.MAXIMUM BURY DEPTH IS 6' UNLESS APPROVED
BY THE CITY OF RENTON
2.MAXIMUM PIPE DEFLECTION SHALL NOT EXCEED
ONE HALF OF THE MANUFACTURER'S
RECOMMENDED DEFLECTIONS.
3.WATER PIPING IS WITHIN THE CITY EASEMENT
UNLESS OTHERWISE SPECIFIED.
4.ALL MECHANICAL JOINT FITTINGS SHALL HAVE
MEGALUG SERIES 1100 OR EQUAL JOINT
RESTRAINTS.
5.CONCRETE THRUST BLOCKS REQUIRED ON ALL
FITTINGS PER COR STD. PLANS 330.2 AND 330.3
2
2
2
AND VALVE
ENDS
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
WATER UTILITY
agafour 02/03/2022
315
320
325
330
335
340
345
28+00 29+00 30+00 31+00 31+20
FINISHED
GRADE
TO FIRE
HYDRANT
DUCTILE IRON PIPE FOR
WATER MAIN 12 IN. DIAM.STA 15+39. 5012 IN. TEE(FLxFLxFL)TO 12 IN. MAINON JEFFERSON12 IN. TEE(MJxMJxFL)12 IN. X 4 IN. TEE(FLxFLxFL)12 IN. FLxMJ ADAPTER(W. END OF TEE)TO BUILDING CACL JEFFERSON AVE NE90° BEND TYP.EXISTING
GRADE
12 IN. X 6 IN. TEE(MJxMJxFL)TO FIRE HYDRANT2 IN. SERVICE CONN.STA 28+27.15NEW POWER/COMM DUCT BANKIE 325.40STA 28+30.80IE 325.64STA 28+84.7090° BENDIE 325.62STA 28+95.44IE 329.29STA 31+02.02IE 328.30STA 30+64.70NEW COMM
NEW 6" SIDE SEWER
1' CLR
NEW
POWER/COMM
DUCT BANK
IE 328.62
STA 30+97.49
12" GATE VALVE
(FLxMJ)
6" MIN CLEARANCE WITH ETHAFOAM
INSTALLED BETWEEN WATER AND STORM.
CENTER FULL STICK OF WATER MAIN
OVER STORM DRAIN AT CROSSING.
DRAIN PIPE AT CROSSING TO BE CL 52 DI
OR C-900 PVC
12 IN. TEE(MJxMJxFL)IE 327.21STA 30+32.04MAX DEFLECTION2.5 DEGREESIE 326.80STA 29+49.20IE 326.12STA 29+19.85MAX DEFLECTION2.5 DEGREES3' MIN COVER
IE 325.35STA 28+52.204' MIN COVER
IE 325.43
STA 28+34.20
12" GATE VALVE
(FLxMJ)
NEW
POWER/COMM
DUCT BANK
1' CLR
1.5' CLR 1.25' CLR 1' CLR
1' CLR
1' CLR
315
320
325
330
335
340
345
315
320
325
330
335
340
345
40+00 41+00 42+00 43+00 43+80
EXISTING
GRADE
FINISHED
GRADE
NEW 12"
SEWER PIPENEW 12"
SEWER PIPE
NEW POWER/COMM
DUCT BANK
ELEVATED
WATER SPIGOT
(PER DETAIL 1
ON SHEET UW-501)
2 IN. DIAM. WATER METER TO
TRUCK WATER FILL SPIGOT
PER COR STD. PLAN 320.3
2 IN. DIAM. REDUCED
PRESSURE BACKFLOW
ASSEMBLY IN HOT BOX
PER COR STD. PLAN
350.2
IE 324.43STA 40+95.508 IN. TEE(MJxMJxFL)IE 324.52STA 41+84.30IE 325.09STA 43+63.3290° BENDAND BLOCKING, TYP.IE 325.65STA 42+37.65IE 325.76STA 42+40.40(3/4 IN. CORP STOP AND SADDLE
SERVICE CONNECTION FOR
HOSE BIB NOT SHOWN) SEE
WASH PAD DETAIL 1 ON SHEET
US-502.90° (MJxMJ)4 IN. DIAM.
WATER
SERVICE
90° BENDTO FIRE
HYDRANT
12 IN. GATE VALVE (FLxMJ)IE 325.16STA 40+10.10=STA 26+50.3012 IN. TEE (FLxFLxFL)NEW POWER/COMM
DUCT BANK
6" MIN CLEARANCE WITH
ETHAFOAM INSTALLED
BETWEEN WATER AND STORM.
CENTER FULL STICK OF WATER
MAIN UNDER STORM DRAIN AT
CROSSING. STORM DRAIN PIPE
AT CROSSING TO BE CL 52 DI
OR C-900 PVC
IE 325.38STA 42+18.85IE 325.29STA 42+16.35IE 324.77STA 42+02.502" DIAM. SERVICE TAPIE 325.56STA 42+42.184"x2" REDUCERIE 325.11
STA 40+14.24
4" GATE
VALVE
IE 325.28
IE 324.50
STA 42+00.70
TO FIRE HYDRANT
8 IN. TEE (MJxMJxFL)
8 IN. DI SPOOL (2 IN. SVC
TAPPED OFF SPOOL)
8 IN. CAP (MJ)
PRIVATE WATER PIPING
IE 325.30STA 43+13.171' CLR
NEW
POWER/COMM
DUCT BANK2 IN. IRRIGATIONSERVICE CONN.STA 40+98.5IE 324.43
STA 41+01.50
8 IN. GATE VALVE
(MJxMJ)
1.67'
CLR
IN AREAS OF FILL, ROADWAY/PARKING LOT
SUBGRADE SHALL BE FILLED AND
COMPACTED BEFORE INSTALLATION OF
NEW WATER MAIN.IE 325.06STA 40+18.9312 IN. DI SPOOL(MJxMJ)IE 325.12STA 40+20.8812 IN. x 8 IN. REDUCER(MJxMJ)3' MIN COVER
DUCTILE IRON
PIPE FOR WATER
MAIN 8 IN. DIAM.
2.25'
CLR 3.25'
CLR
0.5' CLR
0.58' CLR
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)MATCHLINE SEE UW-202CONSTRUCTION NOTES:
2
1 EXISTING UTILITY TO BE POTHOLED AND
VERIFIED. WATER MAIN TO BE INSTALLED IN
ALTERNATE CONFIGURATION SHOWN TO
CLEAR EXISTING UTILITY BY 18" MIN.
EXISTING UTILITY LOCATION AND DEPTH ARE
APPROXIMATE. ABANDON OR REMOVE
EXISTING UTILITY AS DESIGNATED IN CD
SHEETS.
VERTICAL SCALEHORIZONTAL SCALE
WATER MAIN PROFILE - ON SITE LOOP, CONT.
UW-104, UW-105
1
WATER MAIN PROFILE - WATER SPIGOT SERVICE
UW-102, UW-104
2
WATER PROFILE
W-417420WTRP-27-41741
1
GENERAL NOTES
1.MAXIMUM BURY DEPTH IS 6' UNLESS APPROVED
BY THE CITY OF RENTON
2.MAXIMUM PIPE DEFLECTION SHALL NOT EXCEED
ONE HALF OF THE MANUFACTURER'S
RECOMMENDED DEFLECTIONS.
3.WATER PIPING IS WITHIN THE CITY EASEMENT
UNLESS OTHERWISE SPECIFIED.
4.ALL MECHANICAL JOINT FITTINGS SHALL HAVE
MEGALUG SERIES 1100 OR EQUAL JOINT
RESTRAINTS.
5.CONCRETE THRUST BLOCKS REQUIRED ON ALL
FITTINGS PER COR STD. PLANS 330.2 AND 330.3
2
1
2
2
AND VALVE
ENDS
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
WATER UTILITY
agafour 02/03/2022
BALL VALVE 3 IN. DIAM.CONCENTRIC REDUCER, 4 IN. X 3 IN. (FL X FL)
STEEL PIPE FOR WATER MAIN 3 IN.
DIAM., SCHEDULE 80
PIPE SUPPORT ASSEMBLY, TYP.
GATE VALVE 4" DIAM.
(MJ X MJ)
4" x 4" D.I. TEE
(FL X FL)
DUCTILE IRON PIPE FOR
WATER MAIN, 4" DIA.
HEIGHT
PER CONTRACTOR/
MANUFACTURER
10.00' MIN.
CRUSHED SURFACING BASE COURSE
YARD AREA
5.00' MAX.DIELECTRIC FLANGE ISOLATION
BOLTS AND GASKETS
COATED STEEL STRUCTURAL SUPPORT
(POWDER COATED YELLOW-SEE
STRUCTURE DWGS)
EXTERIOR WEATHERPROOF POWER OUTLET 110V
(CONDUITS AND OUTLET NOT SHOWN)
2.50'
MIN.
VALVE BOX AND OPERATING
NUT EXTENSION PER COR
STD PLAN 330.1
WASH DOWNPAD PER
DETAIL 1 ON SHEET CP-503
VERTICAL TRAFFIC CURB
HMA CL 1
2 IN. (PG 64-22) YARD PAVING
PER GRADING AND PAVING PLANS
PIPE TO FIRE HOSE TRANSITION COUPLING
AND SWIVEL CONNECTION
3 IN. DIAM. FIRE HOSE
HOSE SUPORT BRACKETS, TYP.
PREFABRICATED SWING ARM HOSE
SUPPORT ASSEMBLY FOR 360°
SWING MOVEMENT
16.00' MIN.
BLOCKING PER COR STD PLAN 330.2, TYP.
4.50'
MAX.
FOUNDATION DEPTH AND SIZE
PER STRUCTURAL PLANS
HOSE BIB
2.00'
MIN.
(CORP STOP AND SADDLE
SERVICE CONNECTION FOR
HOSE BIB NOT SHOWN) SEE
WASH PAD DETAIL 1 ON
SHEET US-502.SSSSSSSSSSSSSSSS8" W8" W8" W
WW
8" W8" WW4" W2 IN. WATER METER PER
COR STD. PLAN 320.3
2 IN. REDUCED
PRESSURE BACKFLOW
ASSEMBLY IN HOTBOX
PER COR STD. 350.2
2 IN. DIAM
WATER SERVICE
2 IN. GV
2 IN. 90°
ELBOW
(MJxMJ)
2 IN. X4 IN. REDUCER
FIRE HYDRANT PER
COR STD. PLAN 310.1
8 IN. DI SPOOL
(2 IN. TAPPED OFF
SPOOL)
8 IN. CAP (MJ)
8 IN. x 6 IN. TEE (MJxMJxFL)
6" GATE VALVE (FLxMJ)
CONCRETE BLOCKING PER
COR STD PLAN 330.2 (TYP)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
TRUCK FILL WATER SPIGOT DETAIL
NTS
1
-
ELEVATION
WATER DETAILS
W-417421WTRP-27-4174TRUCK FILL SERVICE CONNECTION
SCALE: 1"=5'
2
UW-104
PLANNORTH
1 2
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
WATER UTILITY
agafour 02/03/2022
UD UD UDDDDDDDDDDDD
W WW
W W
12" WWW
WW12" W12" W12" WW
2 IN. WATER SERVICE PER
COR STD. PLAN 320.3
2 IN. REDUCED
PRESSURE BACKFLOW
ASSEMBLY IN HOTBOX
PER COR STD. 350.2
4 IN. DOUBLE CHECK VALVE
ASSEMBLY WITH STAND
PIPE OUTSIDE CONNECTION
PER COR STD. PLAN 360.1
FIRE HYDRANT PER COR
STD. PLAN 310.1
4 IN. 90 DEGREE BEND
DOUBLE BALL
FLEX-TEND FITTING
6 IN. GATE VALVE
(FLxMJ)
4 IN. GATE VALVE
(FLxMJ)
12 IN. GATE VALVE
(FLxMJ)
12 IN. x 4 IN. TEE (FLxFLxFL)
12 IN. FLxMJ ADAPTER
(N. END OF TEE)
12 IN. x 6 IN. TEE (FLxFLxFL)
12 IN. FLxMJ ADAPTER
(S. END OF TEE)
12" GATE VALVE (FLxMJ)
CONCRETE BLOCKING PER
COR STD PLAN 330.2 (TYP)
40
+
5
0
.
0
0
D D D D D D D D D
UDUDUDUDUDUDUDUDUD
12" W 12" W 12" W
WWWWWWW
W W W
W W W W W W4" W4" W12" W 12" W
2 IN. WATER SERVICE PER
COR STD. PLAN 320.3
2 IN. REDUCED
PRESSURE BACKFLOW
ASSEMBLY IN HOTBOX
PER COR STD. 350.2
4 IN. DOUBLE CHECK VALVE
ASSEMBLY WITH STAND
PIPE OUTSIDE CONNECTION
PER COR STD. PLAN 360.1
12 IN. x 4 IN. TEE (FLxFLxFL)
12 IN. FLxMJ ADAPTER
(W. END OF TEE)
12 IN. GATE VALVE
(FLxMJ)
DOUBLE BALL
FLEX-TEND FITTING
4 IN. GATE VALVE (FLxMJ)
CONCRETE BLOCKING PER
COR STD PLAN 330.2 (TYP)
W12" W 12" W12" W12" WW
WWINSTALL 1-12" LONG BODY
ROMAC COUPLING (501)
OR APPROVED EQUAL
EX. 12 IN. DIAM.
CAST IRON
WATER MAIN
BEGIN
WATER MAIN
12 IN. DIAM.
DUCTILE IRON
WATER MAIN EX. WATER
VALVE
WATER CONNECTION PER COR STD. PLAN 300.5
REMOVE EXISTING MJ PLUG AND THRUST BLOCK
FOR PLAIN END TO PLAIN END PIPE CONNECTION
WITH ROMAC COUPLING. ALL CONNECTIONS
SHALL BE PERFORMED BY CITY WATER
DEPARTMENT AND COORDINATED WITH THE
CONTRACTOR. AN ALTERNATE MJ RESTRAINED
CONNECTION MAY BE PROPOSED BUT SHALL BE
COORDINATED WITH CITY WATER DEPARTMENT
AND SUBMITTED TO THE ENGINEER FOR REVIEW.
1
UW-503
TEMPORARY
WATER BYPASS
AND SERVICE
2 IN. REDUCED
PRESSURE BACKFLOW
ASSEMBLY IN HOTBOX
PER COR STD. 350.2
2 IN. WATER
SERVICE PER
COR STD.
PLAN 320.3
CONNECT NEW 2 IN. SERVICE
TO EXISTING SERVICE AT
TRANSPORTATION FACILITY
CONCRETE BLOCKING PER
COR STD PLAN 330.2 (TYP)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
WATER DETAILS
W-417422WTRP-27-4174BUILDING SH SERVICE CONNECTION
SCALE: 1"=5'
1
UW-102
BUILDING CA SERVICE CONNECTION
SCALE: 1"=5'
2
UW-105
NE 2ND ST AND JEFFERSON AVE NE TIE-IN
SCALE: 1"=5'
3
UW-106
PLANNORTH
12
condition of approval:
easement boundaries must be
adjusted as shown in red on
final easement document 7.5 ft7.5 ft7.5 ft
condition of approval:
easement boundaries must be
adjusted as shown in red on
final easement document7.5 ftDETECTOR
DETECTOR
FIELD LOCATE DOMESTIC WATER
SERVICE LINE, METER, AND RPBA
SO THAT METER BOX AND RPBA
HAVE A MINIMUM OF 1'
SEPARATION FROM DCDA VAULT.
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
WATER UTILITY
agafour 02/03/2022
DDD
UD UD UD
12" W12" W12" W12" W12" W12" W12" W12" W12" WEX. 12 IN. DIAM.
CAST IRON
WATER MAIN
NEW 12 IN. DIAM.
DUCTILE IRON
WATER MAIN
TEMPORARY
SERVICE
CONNECTION
P/L
CONTRACTOR SHALL DEVELOP A TEMPORARY WATER
BYPASS PLAN TO MAINTAIN WATER SERVICES DURING
WATER MAIN CONSTRUCTION. CONTRACTOR TO
COORDINATE TAPS, TESTING, DISINFECTION, AND
SERVICE TRANSFERS WITH CITY WATER DEPARTMENT.
1
UW-503
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
WATER DETAILS
W-417423WTRP-27-4174SCHEMATIC TEMPORARY WATER BYPASS
SCALE: 1"=20'
1
UW-100
PLANNORTH
GENERAL NOTES
1.TEMPORARY BYPASS WATER PIPE SHALL BE
ESTABLISHED BEFORE WATER MAIN WORK
ON JEFFERSON AVE NE AND NE 2ND ST.
2.ALL SERVICES THAT WILL BE DISRUPTED BY
THE WATER MAIN WORK SHALL BE LOCATED
AND VERIFIED. TEMPORARY SERVICE
CONNECTIONS SHALL BE PROVIDED FROM
THE TEMPORARY BYPASS WATER PIPE AND
CROSSED OVER BEFORE ANY WATER MAIN
WORK.
3.THE ORIGINAL INTENT OF TRAFFIC SHALL BE
MAINTAINED WHILE THE BYPASS PIPE IS
ACTIVE.
4.BYPASS WATER PIPE SHOULD MINIMIZE
GROUND DISTURBANCE AS MUCH AS
POSSIBLE.
5.THE TEMPORARY WATER BYPASS PLAN
SHALL BE APPROVED BY THE CITY
INSPECTOR AND WATER UTILITY
DEPARTMENT PRIOR TO IMPLEMENTATION.
12
2
DEVELOPMENT ENGINEERING
jchavez 12/15/2021
WATER UTILITY
agafour 02/03/2022
8" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" W12" WKC TL# 1623059130KC TL# 1434000020KC TL# 1434000010SSSSSSSSSSSSSSSSSSSSxxxxxxxxxx x x x
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)PLANNORTH"C" - BUILDING STBUILDING SH"A" - BUILDING CAKC TL# 1434000020
JEFFERSON AVE NE
(PRIVATE ACCESS ROAD)
N
E
3
R
D
S
T NE 2ND STKING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
STORAGE LOCKER BUILDING
NEW 12 IN. DIAM. WATER MAIN
(SHOPS)(ADMIN)POWER
TRANSFORMER
BEGIN AND CONNECT EXISTING
PSE POWER TRANSMISSION
FROM EXISTING POLE TO NEW
UNDERGROUNDED DUCT BANK
KC FIBER
SERVICE
CONNECTION
CONNECT TO EXISTING
CENTURYLINK
SPLICE VAULT
PLANNORTHSCALE: 1" = 50'
KC TL# 1623059144
GILROY FAMILY LLC
2829 NE 3RD ST 98056
KC TL# 1434000010
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
NEW UTILITY
EASEMENT
POWER, FIBER, AND
TELECOM SERVICE
CONNECTION
TO BUILDING CA
CONSTRUCTION NOTES:
1 CONSTRUCT DUCT BANK TYPE A (24" X 13") PER
DETAIL 3 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE B (20" X 15") PER
DETAIL 4 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE C (22" X 13") PER
DETAIL 5 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE D (18" X 19") PER
DETAIL 6 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE E (28" X 13") PER
DETAIL 7 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE F (24" X 19") PER
DETAIL 8 ON SHEET EP-501.
CONSTRUCT PRECAST VAULT 233-LA.
CONSTRUCT PRECAST VAULT 444-LA.
CONSTRUCT PRECAST VAULT 577-LA.
CONSTRUCT DUCT BANK TYPE G (16" X 13") PER
DETAIL 9 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE H (22" X 13") PER
DETAIL 9 ON SHEET EP-501.
1
2
3
4
5
6
7
8
9
10
111
END AND CONNECT EXISTING
PSE POWER TRANSMISSION
FROM NEW POLE TO NEW
UNDERGROUNDED DUCT BANK
1
41
4
6
POWER SERVICE
CONNECTION
TO BUILDING ST
6
2
2
4
4
2
CENTURYLINK
SERVICE
CONNECTION
PROTECT EXISTING
SERVICE IN PLACE
1
EXISTING PSE POWER
TRANSMISSION
EXISTING
CENTURYLINK
/LUMEN FIBER
EXISTING
PROPERTY LINE
EXISTING COMM
REFERENCE NOTES:
·SEE GRADING PLANS FOR FINISH GRADE
SURFACE.
·SEE STORMWATER PLANS FOR PIPES.
·SEE UTILITY PLANS FOR ALL OTHER
UNDERGROUND UTILITIES.
·SEE SITE PREPARATION PLANS FOR SITE
DEMOLITION.
1.SEE MECHANICAL, ELECTRICAL, AND
PLUMBING DRAWINGS FOR OTHER
YARD POWER, CONDUIT, AND LIGHTING
SYSTEMS.
2.COORDINATE WITH ALEX ROGERS TWO
WEEKS BEFORE BUILDING DEMOLITION.
GENERAL NOTES:
CENTURYLINK
COMM RELOCATION
(ENCLOSED STORAGE SHED)(STORAGE SHED)"B""D"(STORAGE SHED)"E"POWER MASTER PLAN
T-417406TRO-41-41741
MH 652 SPLICE NEW ANMW-25
TO EX. BKMH-200 (FY29) PUSH 51,
1701-1725 FROM CDMC-1825
(FY21) TO BKMH-200 (FY29) PAIRS
26-50, TO NEW 25 PR. RUS
CODES HC7E QTY 25, HC3E QTY
25, HC8 QTY 1, WHUP QTY 1,
WHAP-R QTY 1, PM-EP2D2-2E
QTY 1. (BY CENTURY
LINK/LUMEN)
PLACE ANMW-25 IN EXISTING
CONDUIT FROM MH 562 TO NEW
3048 HH COPPER LOC: 51,
1701-1725, RUS CODES UF25-24
QTY 150.
NOTE TO CONTRACTOR: THE CIVIL DRAWINGS REPRESENT ONLY THE PRIMARY COMMUNICATIONS, FIBER, AND POWER INFRASTRUCTURE DUCT
BANKS FOR THE SITE IMPROVEMENTS. THE CIVIL DRAWINGS DO NOT INCLUDE ADDITIONAL MISCELLANEOUS ELECTRICAL ASSOCIATED WITH
LIGHTING, SECURITY, POWER TO THE SHEDS, YARD POWER, AND OTHER SITE APPURTENANCES. SEE ARCHITECTURAL ELECTRICAL DRAWINGS
CA SITE E-111, 112, 113, 114, 211, 212, 213, AND 214 FOR ADDITIONAL ELECTRICAL, CABLE, OR FIBER CONDUITS. THE CONTRACTOR SHALL ALSO
INSTALL WITHIN CONDUIT, PRIMARY FIBER FROM JEFFERSON AVE. TO THE ADMINISTRATION BUILDING AND SHOP BUILDINGS INCLUDING ALL
SPLICES, CONNECTIONS, AND APPURTENANCES.
D D D D D
D D D D DDDDD
DDDDDD
DCOCOCO
CO
CO
CO
CO
CO
UD UD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO CO COUDUD
CO
CO
CO
D
CO
CO
CO
CO CO
CO
CO
CO CO
CO
CO
CO
4" W 12" W12" W12" W12" W12" W
4" W4" W12" WEXISTING 10' PSE EASEMENT
PER AFN 7905240853
"B" - BUILDING SH
(SHOPS)
"C" - BUILDING ST
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSx x x x x x x x
xxxxxx9PV-05
1
1
1
4
EXISTING UTILITY POLE
NEW STORM
DRAINAGE
NEW WATER MAIN
NEW SEWER
P/L
P/L
EXISTING
OVERHEAD
POWER
8' X 8' TRANSFORMER VAULT/PAD
AND CONNECTION TO BUILDING
POWER
SERVICE
CONDUITS
7CV-05
EXISTING FIBER TO BE
RELOCATED IN NEW
CONDUIT IN JOINT TRENCH
WITH PSE TRANSMISSION
4
REMOVE
POLE
STA 10+08.68
N 180564.88
E 1307461.13
CONNECT TO EXISTING POLE
AND BEGIN UNDERGROUND PSE
POWER TRANSMISSION TRENCH
STA 12+86.87
N 180286.73
E 1307456.92
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)10 CENTURYLINK, 1-4"C, KC CONTRACTOR TO PLACE CONDUIT,
LMN TO PLACE INNERDUCT, FIBER, AND COPPER, TYP.
RUS CODES: UF25-24 QTY 270, UD(1-1.25)V QTY 250, UO24
QTY 370.PSE, 2-4"C
JOINT UTILITY
TRENCH
PSE, 2-4"C
PSE, 2-4"C
EX VAULT, KC CONTRACTOR TO STOP CONDUIT APPROX. 3FT SHORT, LMN TO EXTEND CONDUIT TO EXISTING VAULT AND REPLACE WITH 3048HH, RUS
CODES: XXUH QTY 1, WUD QTY 1, WUH-1 QTY 1, UHF (30X48X36) QTY 1, UD (1X1-4) QTY 3, UD-BM60(4)(40) QTY 3, WHUO QTY 1, H05(25-28) QTY 4, H08 QTY 8
STA 22+78.37
N 180373.09
E 1307637.83
STA 23+13.58
N 180377.28
E 1307668.48
STA 23+24.24
N 180377.08
E 1307679.14
(ENCLOSED STORAGE SHED)
"D"
(STORAGE SHED)
"E"(STORAGE SHED)
POWER
SERVICE
TO "D"
POWER
SERVICE
TO "E"
49.45 FT
NEW 15 FT
WIDE PSE
EASEMENT
NEW SEWER
EASEMENT
NEW 15' SEWER
EASMENT NEW 15' PSE
EASEMENT
2-2"C FOR EV
CHARGING STATIONS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
1 CONSTRUCT DUCT BANK TYPE A (24" X 13") PER
DETAIL 3 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE B (20" X 15") PER
DETAIL 4 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE C (22" X 13") PER
DETAIL 5 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE D (18" X 19") PER
DETAIL 6 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE E (28" X 13") PER
DETAIL 7 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE F (24" X 19") PER
DETAIL 8 ON SHEET EP-501.
CONSTRUCT PRECAST VAULT 233-LA.
CONSTRUCT PRECAST VAULT 444-LA.
CONSTRUCT PRECAST VAULT 577-LA.
CONSTRUCT DUCT BANK TYPE G (16" X 13") PER
DETAIL 9 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE H (22" X 13") PER
DETAIL 9 ON SHEET EP-501.
1
2
3
4
5
6
7
8
9
10
11
MATCHLINE SEE EP-104 MATCHLINE SEE EP-103PLANNORTH
6
CP-501
1.SEE MECHANICAL, ELECTRICAL, AND
PLUMBING DRAWINGS FOR OTHER
YARD POWER, CONDUIT, AND LIGHTING
SYSTEMS.
2.CONTRACTOR SHALL COORDINATE
WITH PSE AND CENTURY LINK AND KING
COUNTY FIBER OPTICS FOR ALL UTILITY
RELOCATIONS AND NEW
INSTALLATIONS.
GENERAL NOTES:
POWER PLAN
T-417407TRO-41-41741
NOTE TO CONTRACTOR: THE CIVIL DRAWINGS REPRESENT ONLY THE PRIMARY COMMUNICATIONS, FIBER, AND POWER INFRASTRUCTURE DUCT
BANKS FOR THE SITE IMPROVEMENTS. THE CIVIL DRAWINGS DO NOT INCLUDE ADDITIONAL MISCELLANEOUS ELECTRICAL ASSOCIATED WITH
LIGHTING, SECURITY, POWER TO THE SHEDS, YARD POWER, AND OTHER SITE APPURTENANCES. SEE ARCHITECTURAL ELECTRICAL DRAWINGS
CA SITE E-111, 112, 113, 114, 211, 212, 213, AND 214 FOR ADDITIONAL ELECTRICAL, CABLE, OR FIBER CONDUITS. THE CONTRACTOR SHALL ALSO
INSTALL WITHIN CONDUIT, PRIMARY FIBER FROM JEFFERSON AVE. TO THE ADMINISTRATION BUILDING AND SHOP BUILDINGS INCLUDING ALL
SPLICES, CONNECTIONS, AND APPURTENANCES.
6" WW
12" W
12" W 12" W12" W12" W12" W 12" W 12" W
12" W12" W12" W12" W
12" W 12" W12" W JEFFERSON AVE NE(PRIVATE ACCESS ROAD)PV-12
GATE/SECURITY
SERVICE
SSx x x
CV-10
8 PV-10
8 PV-11
8
4
4
NEW STORM
DRAINAGE
NEW WATER
MAIN
NEW WATER MAIN
NEW SEWER
P/L
P/L
7 CV-09
POWER SERVICE
CONNECTION TO "C"
CONNECT TO EXISTING TELECOM,
KC CONTRACTOR TO STOP CONDUIT APPROX. 3FT
SHORT, LMN TO EXTEND CONDUIT TO NEW VAULT
LOCATION AND OVERSET WITH NEW 25-TA HH. RU
CODES: XXUH QTY 1, XXHU QTY 1, UM21MH QTY 22,
HC3E QTY 25, HC3CC QTY 25, HUP(5.25X27.5) QTY 1,
PM-EP2B2-1E QTY 2, COPPER SPLICER QTY 1.
7
2
41+0042+0043+00 44+00
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
10
CENTURYLINK, 1-4"C
KCIT, 1-4"C, RUS CODES:
UF25-24 QTY 272.
CONNECT TO EXISTING SYSTEM.
INSTALL NEW VAULT AND
CONDUIT OVER EXISTING DUCT.
REFERENCE CENTURYLINK PLANS.
7
PULL BOX AND (4) 3/4"
CONDUIT TO GATE METER
PULL BOX AND (4) 3/4"
CONDUIT TO GATE MOTOR
PULL BOX AND (4) 3/4"
CONDUIT CARD READER
5
STA 41+36.29
N 180373.04
E 1307877.07
STA 41+40.29
N 180377.04
E 1307877.15
STA 42+59.45
N 180496.17
E 1307880.21
STA 42+61.37
N 180498.33
E 1307870.88
STA 42+63.45
N 180498.12
E 1307882.26
STA 43+99.55
N 180495.23
E 1308018.33
STA 43+88.21
N 180495.42
E 1308006.99
STA 43+89.15
N 180499.17
E 1308008.01
STA 41+38.34
N 180374.99
E 1307881.43
GATE MOTOR
"C" - BUILDING ST
(ENCLOSED STORAGE SHED)
"B" - BUILDING SH
(SHOPS)
COMM SERVICE
CONNECTION TO "C"
2-2"C FOR EV
CHARGING STATIONS
COPPER LOC 51, 1726-1750.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
1 CONSTRUCT DUCT BANK TYPE A (24" X 13") PER
DETAIL 3 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE B (20" X 15") PER
DETAIL 4 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE C (22" X 13") PER
DETAIL 5 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE D (18" X 19") PER
DETAIL 6 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE E (28" X 13") PER
DETAIL 7 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE F (24" X 19") PER
DETAIL 8 ON SHEET EP-501.
CONSTRUCT PRECAST VAULT 233-LA.
CONSTRUCT PRECAST VAULT 444-LA.
CONSTRUCT PRECAST VAULT 577-LA.
CONSTRUCT DUCT BANK TYPE G (16" X 13") PER
DETAIL 9 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE H (22" X 13") PER
DETAIL 9 ON SHEET EP-501.
1
2
3
4
5
6
7
8
9
10
11
MATCHLINE SEE EP-105MATCHLINE SEE EP-102PLANNORTH
1.SEE MECHANICAL, ELECTRICAL, AND
PLUMBING DRAWINGS FOR OTHER
YARD POWER, CONDUIT, CAR
CHARGING, AND LIGHTING SYSTEMS.
GENERAL NOTES:
POWER PLAN
T-417408TRO-41-4174NOTE TO CONTRACTOR: THE CIVIL DRAWINGS REPRESENT ONLY THE PRIMARY COMMUNICATIONS, FIBER, AND POWER INFRASTRUCTURE DUCT
BANKS FOR THE SITE IMPROVEMENTS. THE CIVIL DRAWINGS DO NOT INCLUDE ADDITIONAL MISCELLANEOUS ELECTRICAL ASSOCIATED WITH
LIGHTING, SECURITY, POWER TO THE SHEDS, YARD POWER, AND OTHER SITE APPURTENANCES. SEE ARCHITECTURAL ELECTRICAL DRAWINGS
CA SITE E-111, 112, 113, 114, 211, 212, 213, AND 214 FOR ADDITIONAL ELECTRICAL, CABLE, OR FIBER CONDUITS. THE CONTRACTOR SHALL ALSO
INSTALL WITHIN CONDUIT, PRIMARY FIBER FROM JEFFERSON AVE. TO THE ADMINISTRATION BUILDING AND SHOP BUILDINGS INCLUDING ALL
SPLICES, CONNECTIONS, AND APPURTENANCES.
DDD D D D D D DDDD8" W8" W 12" W 12" W 12" W 12" W
8" W8" W
W12" WEXISTING
10' PSE EASEMENT
PER AFN 7905240853
"A" - BUILDING CA
(ADMIN)SSSSSSSSSSSSSSSSSSSSxxxxxxxxxxxxxx9PV-02
8 PV-06
RUN POWER UP POLE. INSTALL
NEW UTILITY POLE BY OTHERS.
1
1
1
4
6
NEW STORM
DRAINAGE
NEW WATER
NEW SEWER
EXISTING
UTILITY
POLE
P/L
FUTURE
EXPANSION
BOUNDARY
9 PV-04 7 CV-04
20+00
21+00 22+0034+03
33+0034+00E 1307456.92
STA 13+90.60
N 180183.01
E 1307455.11
BEGIN 22.5° BEND
STA 14+10.23
N 180163.95
E 1307450.97
END 22.5° BEND
R 50'
STA 20+10.47
N 180283.41
E 1307459.19 STA 21+83.88
N 180281.34
E 1307632.59
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)(NEW CONSTRUCTION NOT SURVEYED)PSE, 2-4"C
JOINT UTILITY TRENCH,
SEE DETAIL 2 ON EP-501
10 CENTURYLINK, 1-4"C
STA 12+93.85
N 180279.75
E 1307456.79
STA 14+42.56
N 180134.31
E 1307438.08
STA 21+90.71
N 180285.78
E 1307634.98
STA 33+82.57
N 180263.57
E 1307636.72
STA 23+02.64
N 180286.60
E 1307656.46
STA 23+01.30
N 180288.45
E 1307655.15
FUTURE ELECTRIC
VEHICLE
CHARGERS
SERVICE50'
NEW 15' WIDE
PSE
EASEMENT
NEW SEWER
EASEMENT
7N 180184.66
E 1307536.09
2-2"C FOR EV
CHARGING STATIONS
7 SPARE
1-4"C SPARE
50' SLACK LOOP, DRESS
AND MANAGE NEATLY
FOR SHARED VAULT.
FIBER LOC LRE24, 89-92 (FIBERS
1-4)A, 5-24 (FIBERS 5-24) COPPER
LOC 51, 1701-1725, RUS CODES
UF25-24 QTY 350, UD(1-1.25)V QTY
350 UO24 QTY 400.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
1 CONSTRUCT DUCT BANK TYPE A (24" X 13") PER
DETAIL 3 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE B (20" X 15") PER
DETAIL 4 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE C (22" X 13") PER
DETAIL 5 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE D (18" X 19") PER
DETAIL 6 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE E (28" X 13") PER
DETAIL 7 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE F (24" X 19") PER
DETAIL 8 ON SHEET EP-501.
CONSTRUCT PRECAST VAULT 233-LA.
CONSTRUCT PRECAST VAULT 444-LA.
CONSTRUCT PRECAST VAULT 577-LA.
CONSTRUCT DUCT BANK TYPE G (16" X 13") PER
DETAIL 9 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE H (22" X 13") PER
DETAIL 9 ON SHEET EP-501.
1
2
3
4
5
6
7
8
9
10
11
MATCHLINE SEE EP-102
MATCHLINE SEE EP-105PLANNORTH
1.SEE MECHANICAL, ELECTRICAL, AND
PLUMBING DRAWINGS FOR OTHER
YARD POWER, CONDUIT, CAR
CHARGING, AND LIGHTING SYSTEMS.
GENERAL NOTES:
POWER PLAN
T-417409TRO-41-41741
NOTE TO CONTRACTOR: THE CIVIL DRAWINGS REPRESENT ONLY THE PRIMARY COMMUNICATIONS, FIBER, AND POWER INFRASTRUCTURE DUCT
BANKS FOR THE SITE IMPROVEMENTS. THE CIVIL DRAWINGS DO NOT INCLUDE ADDITIONAL MISCELLANEOUS ELECTRICAL ASSOCIATED WITH
LIGHTING, SECURITY, POWER TO THE SHEDS, YARD POWER, AND OTHER SITE APPURTENANCES. SEE ARCHITECTURAL ELECTRICAL DRAWINGS
CA SITE E-111, 112, 113, 114, 211, 212, 213, AND 214 FOR ADDITIONAL ELECTRICAL, CABLE, OR FIBER CONDUITS. THE CONTRACTOR SHALL ALSO
INSTALL WITHIN CONDUIT, PRIMARY FIBER FROM JEFFERSON AVE. TO THE ADMINISTRATION BUILDING AND SHOP BUILDINGS INCLUDING ALL
SPLICES, CONNECTIONS, AND APPURTENANCES.
D D D D D
DDDDD
12" W 12" W12" W12" W12" W12" W12" W12" W12" W12" WEXISTING PSE EASEMENT PER AFN 2571770 & 3425304
JEFFERSON AVE NE(PRIVATE ACCESS ROAD)xxxPV-09
GATE/SECURITY
SERVICE
8 PV-08
8
6
2
6
4
3
NEW STORM
DRAINAGE
P/L
P/L
CONNECT TO
EXISTING
COMMUNICATIONS
VAULT
7 CV-06
7 CV-07
7 CV-08
8PV-07
CONNECTION
TO BUILDING CA
30+00
31+0
0
32+00
40+00KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
10 CENTURYLINK, 1-4"C
KCIT, 1-4"C
11 CENTURYLINK, 2-4"C
KCIT, 1-4"C, RUS CODES:
UF25-24 QTY 295.
11CENTURYLINK, 1-4"C
KCIT, 1-4"C
CONNECT TO
CENTURYLINK
SPLICE VAULT
STA 65+03.44
N 180073.23
E 1308005.88
STA 65+59.15
N 180029.43
E 1307974.12
STA 65+35.75
N 180050.45
E 1307982.97
STA 64+80.14
N 180094.15
E 1308014.73
R 30'
R 30'
PULL BOX AND (4) 3/4"
CONDUIT TO GATE METER
STA 32+00.54
N 180261.52
E 1307818.74
STA 32+04.54
N 180261.57
E 1307814.74
STA 31+42.33
N 180260.85
E 1307876.95
STA 31+46.33
N 180260.92
E 1307872.95
STA 30+21.84
N 180244.99
E 1307994.72
STA 30+00.00
N 180244.90
E 1308016.56
STA 40+34.61
N 180271.30
E 1307879.16
STA 32+08.40
N 180265.95
E 1307810.92
STA 40+19.76
N 180256.54
E 1307874.90
"A" - BUILDING CA
(ADMIN)
2-2"C FOR EV
CHARGING STATIONS
REPLACE EXISTING SPLICE
VAULT WITH 25-TA VAULT
COPPER LOC 51, 1726-1750
KC CONTRACTOR TO STOP CONDUIT 3' SHORT OF VAULT
AND REMOVE EX. 1730 TO GRAB ADDITIONAL CLEAN PAIRS
ON EXISTING 25 PR AND INSTALL KC PLACED CONDUIT INTO
NEW VAULT. REMOVE COLD-AND CLOSE AND PLACE NEW
UNDERGROUND SPLICE CLOSURE OVERSET WITH NEW
25-TA HH. RUS CODES XXUH QTY 1, XXHU QTY 1, WUH-1 QTY
1, UM21MH QTY 22, HC3E QTY 25, HC3CC QTY 25,
HUP(5.25X27.5) QTY 1, PM-EP2B2-1E QTY 2.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
1 CONSTRUCT DUCT BANK TYPE A (24" X 13") PER
DETAIL 3 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE B (20" X 15") PER
DETAIL 4 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE C (22" X 13") PER
DETAIL 5 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE D (18" X 19") PER
DETAIL 6 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE E (28" X 13") PER
DETAIL 7 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE F (24" X 19") PER
DETAIL 8 ON SHEET EP-501.
CONSTRUCT PRECAST VAULT 233-LA.
CONSTRUCT PRECAST VAULT 444-LA.
CONSTRUCT PRECAST VAULT 577-LA.
CONSTRUCT DUCT BANK TYPE G (16" X 13") PER
DETAIL 9 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE H (22" X 13") PER
DETAIL 9 ON SHEET EP-501.
1
2
3
4
5
6
7
8
9
10
11
MATCHLINE SEE EP-103
MATCHLINE SEE EP-104PLANNORTH
1.SEE MECHANICAL, ELECTRICAL, AND
PLUMBING DRAWINGS FOR OTHER
YARD POWER, CONDUIT, CAR
CHARGING, AND LIGHTING SYSTEMS.
GENERAL NOTES:
POWER PLAN
T-417410TRO-41-41741
NOTE TO CONTRACTOR: THE CIVIL DRAWINGS REPRESENT ONLY THE PRIMARY COMMUNICATIONS, FIBER, AND POWER INFRASTRUCTURE DUCT
BANKS FOR THE SITE IMPROVEMENTS. THE CIVIL DRAWINGS DO NOT INCLUDE ADDITIONAL MISCELLANEOUS ELECTRICAL ASSOCIATED WITH
LIGHTING, SECURITY, POWER TO THE SHEDS, YARD POWER, AND OTHER SITE APPURTENANCES. SEE ARCHITECTURAL ELECTRICAL DRAWINGS
CA SITE E-111, 112, 113, 114, 211, 212, 213, AND 214 FOR ADDITIONAL ELECTRICAL, CABLE, OR FIBER CONDUITS. THE CONTRACTOR SHALL ALSO
INSTALL WITHIN CONDUIT, PRIMARY FIBER FROM JEFFERSON AVE. TO THE ADMINISTRATION BUILDING AND SHOP BUILDINGS INCLUDING ALL
SPLICES, CONNECTIONS, AND APPURTENANCES.
310
315
320
325
330
335
340
310
315
320
325
330
335
340
10+00 11+00 12+00 13+00 14+00 14+80
9 PV-02
FG EL 328.78
EXISTING
GRADE
FINISHED
GRADE
1
NEW 4"
WATER
PIPE
NEW 12"
SEWER
PIPE
NEW 4" WATER PIPE FOR
TRUCK FILL SPIGOT
1
CONNECT TO EXISTING POLE AND BEGIN
UNDERGROUNDING JOINT UTILITY TRENCH
CONNECT TO EXISTING POLE AND END
UNDERGROUNDING JOINT UTILITY TRENCH
30' MIN. RADIUS
SWEEP, TYP.
3' MIN.
EX. TEL
STA 10+08.68IE 320.95STA 10+33.39IE 321.25STA 10+68.55IE 321.50STA 12+86.87IE 322.16STA 12+93.87IE 322.30STA 13+90.60IE 323.67STA 14+10.23IE 324.01STA 14+42.56IE 324.41EXISTING POLE BEYOND EXISTING POLE BEYOND
SWEEPSWEEPSWEEPSWEEP5' RADIUS MIN.STA 12+98.87IE 322.39SWEEP310
315
320
325
330
335
340
310
315
320
325
330
335
340
20+00 21+00 22+00 23+00 23+60
NEW 8"
WATER
PIPE
NEW 12"
STORM
DRAINAGE
PIPE
NEW 12"
SEWER
PIPE
NEW 8"
SEWER PIPE
1 4
4
BUILDING SH
TRANSFORMER
VAULT
9 PV-04
FG EL 329.92
9PV-05
FG EL 329.39
9 PV-02
FG EL 328.78
EXISTING
GRADE
FINISHED
GRADE
EX. TEL30' MIN. RADIUS
SWEEP, TYP.STA 20+10.47IE 319.33STA 20+06.89IE 319.43STA 20+47.76IE 320.49STA 21+83.89IE 321.29STA 21+90.71IE 320.30STA 22+78.38IE 321.28STA 22+85.24IE 321.28STA 23+05.58IE 321.42STA 23+16.37IE 321.42EXISTING
STORM
EX. WATER
SWEEPSTA 21+78.88IE 321.27STA 21+97.50IE 320.32SWEEPSWEEPNEW 8"
STORM
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
1 CONSTRUCT DUCT BANK TYPE A (24" X 13") PER
DETAIL 3 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE B (20" X 15") PER
DETAIL 4 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE C (22" X 13") PER
DETAIL 5 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE D (18" X 19") PER
DETAIL 6 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE E (28" X 13") PER
DETAIL 7 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE F (24" X 19") PER
DETAIL 8 ON SHEET EP-501.
CONSTRUCT PRECAST VAULT 233-LA.
CONSTRUCT PRECAST VAULT 444-LA.
CONSTRUCT PRECAST VAULT 577-LA.
CONSTRUCT DUCT BANK TYPE G (16" X 13") PER
DETAIL 9 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE H (22" X 13") PER
DETAIL 9 ON SHEET EP-501.
1
2
3
4
5
6
7
8
9
10
11
NORTH-SOUTH TRANSMISSION UNDERGROUNDING
TRANSMISSION TO CMF
SAME VAULT
VERTICAL SCALEHORIZONTAL SCALE
POWER PROFILE
T-417411TRO-41-41741
NOTE TO CONTRACTOR: THE CIVIL DRAWINGS REPRESENT ONLY THE PRIMARY COMMUNICATIONS, FIBER, AND POWER INFRASTRUCTURE DUCT BANKS FOR THE SITE IMPROVEMENTS.
THE CIVIL DRAWINGS DO NOT INCLUDE ADDITIONAL MISCELLANEOUS ELECTRICAL ASSOCIATED WITH LIGHTING, SECURITY, POWER TO THE SHEDS, YARD POWER, AND OTHER SITE
APPURTENANCES. SEE ARCHITECTURAL ELECTRICAL DRAWINGS CA SITE E-111, 112, 113, 114, 211, 212, 213, AND 214 FOR ADDITIONAL ELECTRICAL, CABLE, OR FIBER CONDUITS. THE
CONTRACTOR SHALL ALSO INSTALL WITHIN CONDUIT, PRIMARY FIBER FROM JEFFERSON AVE. TO THE ADMINISTRATION BUILDING AND SHOP BUILDINGS INCLUDING ALL SPLICES,
CONNECTIONS, AND APPURTENANCES.
310
315
320
325
330
335
340
310
315
320
325
330
335
340
40+00 41+00 42+00 43+00 44+00 44+40
NEW 12"
WATER
MAIN EXISTING
GRADE
FINISHED
GRADE
8 PV-10
8 PV-11
NEW 12"
STORM
DRAINAGE
PIPE
NEW 8"
WATER
MAIN
NEW 12"
STORM
DRAINAGE
PIPE
4
2
SERVICE TO
NORTHERN GATE
AND CONNECTION
TO EXISTING
TELECOM
EX. WATER
EX. GAS
1.0'STA 40+25.83IE 320.58STA 40+69.88IE 325.44STA 40+98.63IE 325.46STA 41+36.29IE 325.75STA 41+40.29IE 325.50STA 42+59.45IE 320.90STA 42+63.38IE 321.16SWEEPSWEEPSTA 40+41.29IE 320.76SWEEPSTA 41+45.29IE 325.50SWEEPSTA 42+54.45IE 320.90SWEEPSTA 42+68.38IE 321.16SWEEP8 PV-08
FG EL 330.83
NEW 12"
STORM
DRAINAGE
PIPE
310
315
320
325
330
335
340
310
315
320
325
330
335
340
31+00 32+00 33+00 34+00 34+60
NEW 6"
SEWER
PIPE
NEW 12"
STORM
DRAINAGE
PIPE
EXISTING
GRADE
FINISHED
GRADE
9 PV-04
FG EL 330.00
8 PV-06
FG EL 330.058PV-07
FG EL 330.38
8 PV-08
FG EL 330.83
8 PV-09
FG EL 332.15
NEW 12"
WATER
MAIN
SERVICE
TO BUILDING CA
INTERCEPT EXISTING COMM DUCT BANK IN JEFFERSON
AVE NE AND SERVICE FOR SOUTHERN GATE
6 2
2
2
EX. TEL
STA 30+21.84IE 325.63STA 31+25.54IE 322.36STA 31+42.34IE 320.58STA 31+46.35IE 320.58STA 31+67.46IE 321.81STA 32+00.44IE 324.72STA 32+04.44IE 322.48STA 33+82.57IE 322.52STA 33+86.57IE 324.75STA 33+99.73IE 325.26SWEEPSWEEPSTA 30+26.84IE 325.63SWEEPSTA 31+95.44IE 324.72SWEEPEX. TELSTA 31+01.40IE 324.96SWEEPSTA 30+89.36IE 325.65SWEEPSTA 31+36.78IE 320.64NEW 12"
WATER PIPE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
1 CONSTRUCT DUCT BANK TYPE A (24" X 13") PER
DETAIL 3 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE B (20" X 15") PER
DETAIL 4 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE C (22" X 13") PER
DETAIL 5 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE D (18" X 19") PER
DETAIL 6 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE E (28" X 13") PER
DETAIL 7 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE F (24" X 19") PER
DETAIL 8 ON SHEET EP-501.
CONSTRUCT PRECAST VAULT 233-LA.
CONSTRUCT PRECAST VAULT 444-LA.
CONSTRUCT PRECAST VAULT 577-LA.
CONSTRUCT DUCT BANK TYPE G (16" X 13") PER
DETAIL 9 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE H (22" X 13") PER
DETAIL 9 ON SHEET EP-501.
1
2
3
4
5
6
7
8
9
10
11
JEFFERSON AVE NE TOWARDS CMF TRANSFORMER
DUCT BANK TOWARDS BUILDING A AND NORTH GATE
SAME VAULT
VERTICAL EXAGGERATION 4:1
VERTICAL SCALEHORIZONTAL SCALE
POWER PROFILE
T-417412TRO-41-41741
1
NOTE TO CONTRACTOR: THE CIVIL DRAWINGS REPRESENT ONLY THE PRIMARY COMMUNICATIONS, FIBER, AND POWER INFRASTRUCTURE DUCT BANKS FOR THE SITE IMPROVEMENTS.
THE CIVIL DRAWINGS DO NOT INCLUDE ADDITIONAL MISCELLANEOUS ELECTRICAL ASSOCIATED WITH LIGHTING, SECURITY, POWER TO THE SHEDS, YARD POWER, AND OTHER SITE
APPURTENANCES. SEE ARCHITECTURAL ELECTRICAL DRAWINGS CA SITE E-111, 112, 113, 114, 211, 212, 213, AND 214 FOR ADDITIONAL ELECTRICAL, CABLE, OR FIBER CONDUITS. THE
CONTRACTOR SHALL ALSO INSTALL WITHIN CONDUIT, PRIMARY FIBER FROM JEFFERSON AVE. TO THE ADMINISTRATION BUILDING AND SHOP BUILDINGS INCLUDING ALL SPLICES,
CONNECTIONS, AND APPURTENANCES.
315
320
325
330
335
340
345
61+00 62+00 63+00
NEW 8"
WATER
NEW 12"
WATER
MAIN
CONNECT TO EXISTING SYSTEM. INSTALL
NEW VAULT AND CONDUIT OVER EXISTING
DUCT. REFERENCE CENTURYLINK PLANS.STA 61+23.16IE 325.03STA 60+27.61IE 326.251 CENTURYLINK, 1-4"C
KCIT, 1-4"CSWEEP NEW 12"
WATER
MAIN
315
320
325
330
335
340
345
64+00 65+00 66+00
11CENTURYLINK, 2-4"C
KCIT, 1-4"C
EXISTING
GRADE
FINISHED
GRADE EX. CENTURYLINK
SPLICE VAULT
REPLACED WITH 25-TA
STA 63+16.72IE 326.70STA 63+79.62IE 328.94STA 64+15.27IE 328.92STA 64+69.85IE 328.38STA 65+03.44IE 326.75STA 65+59.15IE 326.75STA 65+69.31IE 326.75SWEEPSWEEPSWEEPSWEEPSWEEPSWEEP1 CENTURYLINK, 1-4"C
KCIT, 1-4"C STA 63+29.39IE 327.15CENTURYLINK SITECONNECTIONIN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
CONSTRUCTION NOTES:
1 CONSTRUCT DUCT BANK TYPE A (24" X 13") PER
DETAIL 3 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE B (20" X 15") PER
DETAIL 4 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE C (22" X 13") PER
DETAIL 5 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE D (18" X 19") PER
DETAIL 6 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE E (28" X 13") PER
DETAIL 7 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE F (24" X 19") PER
DETAIL 8 ON SHEET EP-501.
CONSTRUCT PRECAST VAULT 233-LA.
CONSTRUCT PRECAST VAULT 444-LA.
CONSTRUCT PRECAST VAULT 577-LA.
CONSTRUCT DUCT BANK TYPE G (16" X 13") PER
DETAIL 9 ON SHEET EP-501.
CONSTRUCT DUCT BANK TYPE H (22" X 13") PER
DETAIL 9 ON SHEET EP-501.
1
2
3
4
5
6
7
8
9
10
11
JEFFERSON AVE NE - NEW CENTURYLINK ALIGNMENT
VERTICAL SCALE
JEFFERSON AVE NE - NEW CENTURYLINK ALIGNMENT (CONT.)
HORIZONTAL SCALE MATCHLINE SEE PROFILE BELOWMATCHLINE SEE PROFILE ABOVEPOWER PROFILE
T-417413TRO-41-41741
1
NOTE TO CONTRACTOR: THE CIVIL DRAWINGS REPRESENT ONLY THE PRIMARY COMMUNICATIONS, FIBER, AND POWER INFRASTRUCTURE DUCT BANKS FOR THE SITE IMPROVEMENTS.
THE CIVIL DRAWINGS DO NOT INCLUDE ADDITIONAL MISCELLANEOUS ELECTRICAL ASSOCIATED WITH LIGHTING, SECURITY, POWER TO THE SHEDS, YARD POWER, AND OTHER SITE
APPURTENANCES. SEE ARCHITECTURAL ELECTRICAL DRAWINGS CA SITE E-111, 112, 113, 114, 211, 212, 213, AND 214 FOR ADDITIONAL ELECTRICAL, CABLE, OR FIBER CONDUITS. THE
CONTRACTOR SHALL ALSO INSTALL WITHIN CONDUIT, PRIMARY FIBER FROM JEFFERSON AVE. TO THE ADMINISTRATION BUILDING AND SHOP BUILDINGS INCLUDING ALL SPLICES,
CONNECTIONS, AND APPURTENANCES.
DUCT BANK TYPE A
SCALE 1" = 2'
3
-
24"
13"4"4"
6"
3" (TYP.)
2"
3" (TYP.)
TYPICAL JOINT UTILITY TRENCH
SCALE 1" = 2'
2
-
14"4"4"
6" MIN
3" (TYP.)
2"
3" (TYP.)
4"4"4"
30" MIN. COVER
OVER CONDUITS
12" MIN.
SEPARATION
TRANSMISSION
POWER POWER SERVICE
FIBER
TEL
FINISHED GRADE
4"4"
2" SPARE
2"
6"
DUCT BANK TYPE B
SCALE 1" = 2'
4
-
20"
15"
C/L OF DUCT BANK
AND POINT LOCATION
6"
3" (TYP.)
2"
3" (TYP.)
C/L OF DUCT BANK
AND POINT LOCATION
TRACER
WIRE
TRACER
WIRE
DUCT BANK TYPE C
SCALE 1" = 2'
5
-
22"
13"
C/L OF DUCT BANK
AND POINT LOCATION
6"
MIN.
4" (TYP.)
2"
3" (TYP.)
DETECTABLE
WARNING TAPE
2", TYP.
4"
DUCT BANK TYPE D
SCALE 1" = 2'
6
-
18"
19"
C/L OF DUCT BANK
AND POINT LOCATION
6"
MIN.
4" (TYP.)
2"
3" (TYP.)
DETECTABLE
WARNING TAPE
4"
4"
2"
DUCT BANK TYPE E
SCALE 1" = 2'
7
-
28"
13"
C/L OF DUCT BANK
AND POINT LOCATION
6"
MIN.
4" (TYP.)
2"
3" (TYP.)
DETECTABLE
WARNING TAPE
4"
DUCT BANK TYPE F
SCALE 1" = 2'
8
-
24"
19"
C/L OF DUCT BANK
AND POINT LOCATION
6"
MIN.
4" (TYP.)
2"
3" (TYP.)
DETECTABLE
WARNING TAPE
4"
4"
2"
4"
4"
LIMITS OF
CONDUIT
ZONE
LIMITS OF
CONDUIT
ZONE
LIMITS OF
CONDUIT
ZONE
LIMITS OF
CONDUIT
ZONE
LIMITS OF
CONDUIT
ZONE
LIMITS OF
CONDUIT
ZONE
LIMITS OF
CONDUIT
ZONE
LIMITS OF
CONDUIT
ZONE
TYPICAL UTILITY DUCT BANK TRENCH
SCALE 1" = 2'
1
-
3" (TYP.)
30" MIN. COVER
OVER CONDUITS
FINISHED GRADE
2"
6"
LIMITS OF
CONDUIT
ZONE
CONDUIT ZONE
SEE DUCT BANK TYPE
DETAILS ON THIS SHEET2"
SAND
BEDDING
COMMON
BORROW
DUCT BANK TYPE G
SCALE 1" = 2'
9
-
16"
13"4"
6"
MIN.
4" (TYP.)
3" (TYP.)
C/L OF DUCT BANK
AND POINT LOCATION
DETECTABLE
WARNING TAPE
LIMITS OF
CONDUIT
ZONE
℄TRENCH PER
PLAN
TYPICAL SECTION
PER GRADING PLAN
18" MIN.
DETECTABLE
WARNING
TAPE
IE PER
PROFILE
(TYP.)
36" MIN.
IE PER
PROFILE
(TYP.)
℄TRENCH PER
PLAN
18" MIN.
DETECTABLE
WARNING
TAPE
1
4" STEEL PLATE
WHERE DEPTH IS
LESS THAN 3'
IE PER PROFILE (TYP.)
IE PER PROFILE (TYP.)
(2) 2" CONDUIT FOR EV
CHARGING STATIONS
(2) 2" CONDUIT FOR EV
CHARGING STATIONS
(2) 2" CONDUIT FOR EV
CHARGING STATIONS
(2) 2" CONDUIT FOR EV
CHARGING STATIONS
2"
(2) 2" CONDUIT FOR EV
CHARGING STATIONS
4"
DUCT BANK TYPE H
SCALE 1" = 2'
9
-
22"
13"4"
6"
MIN.
4" (TYP.)
3" (TYP.)
C/L OF DUCT BANK
AND POINT LOCATION
DETECTABLE
WARNING TAPE
LIMITS OF
CONDUIT
ZONE
4"4"
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
GENERAL NOTES
1.CONDUIT SPACERS AND SUPPORTS NOT
SHOWN FOR CLARITY.
2.SEE SHEETS EP-102 TO EP-105 FOR
QUANTITIES AND TYPE OF CONDUITS.
3.JOINT UTILITY TRENCH SHALL CONFORM
WITH PSE REQUIREMENTS
POWER DETAILS
T-417414TRO-41-4174NOTE TO CONTRACTOR: THE CIVIL DRAWINGS REPRESENT ONLY THE PRIMARY COMMUNICATIONS, FIBER,
AND POWER INFRASTRUCTURE DUCT BANKS FOR THE SITE IMPROVEMENTS. THE CIVIL DRAWINGS DO NOT
INCLUDE ADDITIONAL MISCELLANEOUS ELECTRICAL ASSOCIATED WITH LIGHTING, SECURITY, POWER TO THE
SHEDS, YARD POWER, AND OTHER SITE APPURTENANCES. SEE ARCHITECTURAL ELECTRICAL DRAWINGS CA
SITE E-111, 112, 113, 114, 211, 212, 213, AND 214 FOR ADDITIONAL ELECTRICAL, CABLE, OR FIBER CONDUITS. THE
CONTRACTOR SHALL ALSO INSTALL WITHIN CONDUIT, PRIMARY FIBER FROM JEFFERSON AVE. TO THE
ADMINISTRATION BUILDING AND SHOP BUILDINGS INCLUDING ALL SPLICES, CONNECTIONS, AND
APPURTENANCES.
KC TL# 1434000012KING COUNTY PARKS3003 NE 4TH STRENTON, WA 98056EVC
CCCCCCCCCCCCCCCCCCCCCCC
CCCC C
CEVEV
EVEVEVEVCCC
FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGxxxxxxxxxx x x x PLANNORTHIN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)"C" - BUILDING STBUILDING SHBUILDING CAKC TL# 1434000020
JEFFERSON AVE NE
(PRIVATE ACCESS ROAD)
N
E
3
R
D
S
T NE 2ND STKC TL# 1623059133
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
STORAGE LOCKER BUILDING(SHOPS)(ADMIN)COLD MILL AND OVERLAY
EXISTING PAVEMENT, TYP. AND
RE-STRIPE ROAD
SAWCUT AND CONSTRUCT
DRIVE ACCESS, TYP.PLANNORTHSCALE: 1" = 50'
KC TL# 1623059144
GILROY FAMILY LLC
2829 NE 3RD ST 98056
KC TL# 1434000010
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
INSTALL PAINTED WHITE
PARKING STALLS
HOT MIX ASPHALT
CONCRETE PAVEMENT
CONCRETE WASH-DOWN
AREA WITH RAISED CURB
SURROUND
GRAVEL YARD
SURFACE
RESTORE EXISTING STRIPING 50' IN
ADVANCE OF PAVING AREA, TYP.
DOUBLE YELLOW CENTERLINE
(NEW CONSTRUCTION NOT SURVEYED)
RESTORE EXISTING STRIPING
BEYOND PAVING AREA, TYP.RESTORE EXISTING WHITE EDGE
LINE, TYP.
INSTALL ELECTRIC VEHICLE
CHARGING STATION, TYP.
INSTALL YELLOW PEDESTRIAN
PATH STRIPING, TYP.
INSTALL WHITE EQUIPMENT
PARKING STALL STRIPES, TYP.
INSTALL YELLOW STRIPE ZONE
AROUND HYDRANT, TYP.
INSTALL YELLOW ADA PARKING
STALL STRIPING, TYP.
RESTORE EXISTING RAISED
PAVEMENT LINE MARKER STRIPING
25' IN ADVANCE OF, AND BEYOND
PAVING AREA, TYP.
REMOVE, SALVAGE, AND RE-INSTALL
EXISTING NO PARKING SIGNS, TYP."B"(ENCLOSED STORAGE SHED)"E"(STORAGE SHED)"D"(STORAGE SHED)SIGNING AND STRIPING PLAN
T-417415TRO-41-41741
BOTH SIDES OF ALL ROADWAYS
SHALL BE MARKED PER CITY
FIRE LINE ORDINANCE. SHOW
DETAIL ON ROADWAY PLANS.
SEE RMC SECTIONS 4-4-0.80,
F,6.C FOR DETAILS.
BOTH SIDES OF ALL ROADWAYS
SHALL BE MARKED PER CITY
FIRE LINE ORDINANCE. SHOW
DETAIL ON ROADWAY PLANS.
SEE RMC SECTIONS 4-4-0.80,
F,6.C FOR DETAILS.
1
NE 3 RD ST
25'
TYP.
38'
24'
4
EXISTING CURB AND GUTTER, TYP.
EXISTING
SIDEWALK
EXISTING TRAFFIC
CURB AND GUTTER
R/W
10'
10'
11'
11'
10'
10'
EXISTING 4' GRASS
BUFFER STRIP
MATCH EXISTING
STRIPES, TYP.
2MATCH EXISTING
STRIPES, TYP.
4MATCH EXISTING
STRIPES, TYP.
25'
TYP.
MATCHLINE SEE SN-102
PLANNORTH
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
STORAGE LOCKER BUILDING
KC TL# 1623059144
GILROY FAMILY LLC
2829 NE 3RD ST 98056
(NEW CONSTRUCTION NOT SURVEYED)
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.CONTRACTOR SHALL DEVELOP A
TEMPORARY SIGNING AND STRIPING
PLAN FOR WORK WITHIN JEFFERSON
AVENUE.
2.PERMANENT STRIPING SHALL COMPLY
WITH MUTCD, CITY OF RENTON, AND
KING COUNTY REQUIREMENTS.
3.REFLECTIVE PAVEMENT MARKERS
SHALL BE INSTALLED AS INDICATED IN
THE DRAWINGS AND AS OTHERWISE
DIRECTED BY THE ENGINEER.
4.SEE SHEET SN-503 FOR SIGN DETAILS
AND DATA.
INSTALL YELLOW DOUBLE CENTERLINE PER STD. PLAN M-20.10-03.
INSTALL DOUBLE YELLOW CENTERLINES PER COR STD. PLAN 109 WITH TYPE 1
LINE MARKERS AND TYPE 2D REFLECTIVE MARKERS.
INSTALL WHITE SOLID EDGE LINE PER STD. PLAN M-20.10-03.
INSTALL WHITE LANE LINE PER COR STD. PLAN 109 WITH TYPE 1 LINE MARKERS
AND TYPE 2E REFLECTIVE MARKERS.
INSTALL YELLOW SOLID LANE LINE PER STD. PLAN M-20.10-03.
INSTALL WHITE EDGE LINE FOR PARKING STALL.
INSTALL YELLOW EDGE LINE FOR PARKING STALL.
INSTALL (HANDICAP ACCESS PARKING SPACE) SYMBOL PER DETAIL 3 ON SHEET
SN-503.
INSTALL R7-801 (RESERVED PARKING) SIGN AND POST PER DETAIL 1 AND 4 ON
SHEET SN-503.
INSTALL R7-801A (VAN ACCESSIBLE) SIGN PER DETAIL 4 ON SHEET SN-503.
INSTALL (ELECTRIC VEHICLE CHARGING STATION) SYMBOL PER DETAIL 4 ON
SHEET SN-502.
INSTALL D9-11B (ELECTRIC VEHICLE CHARGING STATION) SIGN AND POST.
INSTALL D9-14 (POLICE) SIGN AND POST.
INSTALL R5-2 (NO TRUCKS) SIGN.
INSTALL REMOVABLE BOLLARD PER DETAIL 2 ON SHEET SN-504.
INSTALL FIXED STEEL BOLLARD PER DETAIL 1 ON SHEET SN-504.
INSTALL BOLLARD TYPE HEAVY DUTY PER DETAIL 2 ON SHEET SN-503.
INSTALL RAISED PAVEMENT MARKER TYPE 2BB.
INSTALL COMPACT PARKING STALL PAVEMENT SYMBOL (C).
REMOVE, SALVAGE, AND RE-INSTALL EXISTING NO PARKING SIGNS.
18" HIGH BLOCK LETTERING, MAX 1' FROM CURB FACE, AT 50' INTERVALS.
CURB PAINTED SOLID BRIGHT RED.
9
10
11
12
13
14
15
16
17
18
19
20
21
SIGNING AND STRIPING PLAN
T-417416TRO-41-4174
W
W
"B" - BUILDING SH
(ADMIN)
N 180481.23
E 1307444.07
W
W
27.00'
23.00'
5.00'
5'
24'
20.00'
28.00'
5.22'
28.00'
29.74'
28.50'
6
P/L
ROOF OVERHANG
ROOF OVERHANG
P/L
FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING5'
2.00'
TYP.
20.00'
TYP.
36.00'
TYP.
18.00'
12.00'
TYP.
110.00'
TYP.
(9 STALLS @ 12')
51.64'
12.00'
40.00'
7.50'
40.00'
15.50'27.00'(3 STALLS @ 9')42.82'
88.00'
5.22'
2.30'
TYP.
9.00'
31.00'
9.00'
5.00'8.00'
10.00'
TYP.
98.00' TYP. (8 STALLS @ 12')
12.00' TYP.
22.20'
TYP.
7 8
9 10
6
6
6
5
5
7
59.50'TYP.(7 STALLS @ 8.5')99.00' TYP.
(11 STALLS @ 9')72.00'(6 STALLS @ 12')6 TYP.
6
TYP.
TYP.
7
TYP.
TYP.
6
TYP.
18
15 TYP.
17 TYP.
x x x x x x x x
xxxxxx30.00'
TYP.
SN 14
52.50'
4.00'
12.00'
5.25'
4.00'
12.00'
5.25'
30.00'
TYP.
6 TYP.6 TYP.
23'
"C" - BUILDING ST
(ENCLOSED
STORAGE SHED)
"D"
(STORAGE SHED)
"E"
(STORAGE SHED)
W
21
TYP.45' RADIUS FIRE PATH(DO NOT ST
RIPE)R = 25'45' RAD
IUS
F
IRE
PATH
(DO
NOT
STR
IPE
)
R = 25
'
W
W
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE SN-104 MATCHLINE SEE SN-103MATCHLINE SEE SN-101
PLANNORTH
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.CONTRACTOR SHALL DEVELOP A
TEMPORARY SIGNING AND STRIPING
PLAN FOR WORK WITHIN JEFFERSON
AVENUE.
2.PERMANENT STRIPING SHALL COMPLY
WITH MUTCD, CITY OF RENTON, AND
KING COUNTY REQUIREMENTS.
3.REFLECTIVE PAVEMENT MARKERS
SHALL BE INSTALLED AS INDICATED IN
THE DRAWINGS AND AS OTHERWISE
DIRECTED BY THE ENGINEER.
4.SEE SHEET SN-503 FOR SIGN DETAILS
AND DATA.
INSTALL YELLOW DOUBLE CENTERLINE PER STD. PLAN M-20.10-03.
INSTALL DOUBLE YELLOW CENTERLINES PER COR STD. PLAN 109 WITH TYPE 1
LINE MARKERS AND TYPE 2D REFLECTIVE MARKERS.
INSTALL WHITE SOLID EDGE LINE PER STD. PLAN M-20.10-03.
INSTALL WHITE LANE LINE PER COR STD. PLAN 109 WITH TYPE 1 LINE MARKERS
AND TYPE 2E REFLECTIVE MARKERS.
INSTALL YELLOW SOLID LANE LINE PER STD. PLAN M-20.10-03.
INSTALL WHITE EDGE LINE FOR PARKING STALL.
INSTALL YELLOW EDGE LINE FOR PARKING STALL.
INSTALL (HANDICAP ACCESS PARKING SPACE) SYMBOL PER DETAIL 3 ON SHEET
SN-503.
INSTALL R7-801 (RESERVED PARKING) SIGN AND POST PER DETAIL 1 AND 4 ON
SHEET SN-503.
INSTALL R7-801A (VAN ACCESSIBLE) SIGN PER DETAIL 4 ON SHEET SN-503.
INSTALL (ELECTRIC VEHICLE CHARGING STATION) SYMBOL PER DETAIL 4 ON
SHEET SN-502.
INSTALL D9-11B (ELECTRIC VEHICLE CHARGING STATION) SIGN AND POST.
INSTALL D9-14 (POLICE) SIGN AND POST.
INSTALL R5-2 (NO TRUCKS) SIGN.
INSTALL REMOVABLE BOLLARD PER DETAIL 2 ON SHEET SN-504.
INSTALL FIXED STEEL BOLLARD PER DETAIL 1 ON SHEET SN-504.
INSTALL BOLLARD TYPE HEAVY DUTY PER DETAIL 2 ON SHEET SN-503.
INSTALL RAISED PAVEMENT MARKER TYPE 2BB.
INSTALL COMPACT PARKING STALL PAVEMENT SYMBOL (C).
REMOVE, SALVAGE, AND RE-INSTALL EXISTING NO PARKING SIGNS.
18" HIGH BLOCK LETTERING, MAX 1' FROM CURB FACE, AT 50' INTERVALS.
CURB PAINTED SOLID BRIGHT RED.
9
10
11
12
13
14
15
16
17
18
19
20
21
6
SN-501
4
SN-501
2
SN-501
1
SN-501 3
SN-501
SIGNING AND STRIPING PLAN
T-417417TRO-41-41742
W
W
W
W
W
W
W
W
WW
JEFFERSON AVE NE(PRIVATE ACCESS ROAD)24'
23.00'
5.00'
27.00'
5.00'
6'
24'
24.00'
20.00'
4.10'
16.00'
2.00'
MIN.
26.50'
5'
24'
24'
24'
6
EDGE OF EXISTING PAVEMENT
P/L
CCCCCCCCCCCCCCCCCCCCCCCCCCCCEVEVEV EV
FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING
6.00'
8.00'
10.00'24.00'
16.00'
24.00'
20.00'
24.00'
3'
99.00'
(11 STALLS @ 9')
20.00'
19.54'
9'
TYP.
63.00'
TYP.
(7 STALLS @ 9')63.00'(7 STALLS @ 9')4.00'63.00'(7 STALLS @ 9')63.00'(7 STALLS @ 9')63.00'(7 STALLS @ 9')59.50'(7 STALLS @ 8.5')11.00'59.50'(6 STALLS @ 8.5')59.50'(6 STALLS @ 8.5')59.50'(7 STALLS @ 8.5')9'
18' (2 STALLS @ 9')
2.50'
TYP.
3
TYP.
6
TYP.
6
TYP.
3
1
3
50.00'
MATCH EXISTING STRIPE
MATCH EXISTING STRIPE
MATCH EXISTING STRIPE
6
TYP.
6
TYP.
7
TYP.
5
TYP.
1211
1211
19
TYP.
17 TYP.
16 TYP.
18 TYP.
6
TYP.
6
17
TYP.
x x x
14
TYP.
SN 1 SN 2
SN 3
SN 4
SN 5
20 TYP.
20 TYP.
20 TYP.
ROOF OVERHANG
20.00'
"B" - BUILDING SH
(ADMIN)
"C" - BUILDING ST
(ENCLOSED
STORAGE SHED)
21
TYP.
21
TYP.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE SN-105MATCHLINE SEE SN-102PLANNORTH
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.CONTRACTOR SHALL DEVELOP A
TEMPORARY SIGNING AND STRIPING
PLAN FOR WORK WITHIN JEFFERSON
AVENUE.
2.PERMANENT STRIPING SHALL COMPLY
WITH MUTCD, CITY OF RENTON, AND
KING COUNTY REQUIREMENTS.
3.REFLECTIVE PAVEMENT MARKERS
SHALL BE INSTALLED AS INDICATED IN
THE DRAWINGS AND AS OTHERWISE
DIRECTED BY THE ENGINEER.
4.SEE SHEET SN-503 FOR SIGN DETAILS
AND DATA.
INSTALL YELLOW DOUBLE CENTERLINE PER STD. PLAN M-20.10-03.
INSTALL DOUBLE YELLOW CENTERLINES PER COR STD. PLAN 109 WITH TYPE 1
LINE MARKERS AND TYPE 2D REFLECTIVE MARKERS.
INSTALL WHITE SOLID EDGE LINE PER STD. PLAN M-20.10-03.
INSTALL WHITE LANE LINE PER COR STD. PLAN 109 WITH TYPE 1 LINE MARKERS
AND TYPE 2E REFLECTIVE MARKERS.
INSTALL YELLOW SOLID LANE LINE PER STD. PLAN M-20.10-03.
INSTALL WHITE EDGE LINE FOR PARKING STALL.
INSTALL YELLOW EDGE LINE FOR PARKING STALL.
INSTALL (HANDICAP ACCESS PARKING SPACE) SYMBOL PER DETAIL 3 ON SHEET
SN-503.
INSTALL R7-801 (RESERVED PARKING) SIGN AND POST PER DETAIL 1 AND 4 ON
SHEET SN-503.
INSTALL R7-801A (VAN ACCESSIBLE) SIGN PER DETAIL 4 ON SHEET SN-503.
INSTALL (ELECTRIC VEHICLE CHARGING STATION) SYMBOL PER DETAIL 4 ON
SHEET SN-502.
INSTALL D9-11B (ELECTRIC VEHICLE CHARGING STATION) SIGN AND POST.
INSTALL D9-14 (POLICE) SIGN AND POST.
INSTALL R5-2 (NO TRUCKS) SIGN.
INSTALL REMOVABLE BOLLARD PER DETAIL 2 ON SHEET SN-504.
INSTALL FIXED STEEL BOLLARD PER DETAIL 1 ON SHEET SN-504.
INSTALL BOLLARD TYPE HEAVY DUTY PER DETAIL 2 ON SHEET SN-503.
INSTALL RAISED PAVEMENT MARKER TYPE 2BB.
INSTALL COMPACT PARKING STALL PAVEMENT SYMBOL (C).
REMOVE, SALVAGE, AND RE-INSTALL EXISTING NO PARKING SIGNS.
18" HIGH BLOCK LETTERING, MAX 1' FROM CURB FACE, AT 50' INTERVALS.
CURB PAINTED SOLID BRIGHT RED.
9
10
11
12
13
14
15
16
17
18
19
20
21
5
SN-501
4
SN-501
5
SN-501
3
SN-502
5
SN-502
SIGNING AND STRIPING PLAN
T-417418TRO-41-41742
2
W
W
WWW
W
"A" - BUILDING CA
(ADMIN)
EXISTING
10' PSE EASEMENT
W
POTENTIAL FUTURE ACCESS PATH
BETWEEN COUNTY PROPERTIES
P/L
P/L
P/L
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056 FIRE LANE - NO PARKINGFIRE LANE - NO PARKING6
12.00'
TYP.
84.00' TYP. (7 STALLS @ 12')72.00' TYP. (6 STALLS @ 12')156.00' TYP. (13 STALLS @ 12') 156.00' TYP. (13 STALLS @ 12')
54.00' TYP.
(6 STALLS @ 9')
9.00'
TYP.
117.00' TYP.
(13 STALLS @ 9')
12.00'
TYP.
54.00' TYP.
(6 STALLS @ 9')
18.00'
TYP.
5.00'
TYP.
9.00'
TYP.
5.00'
TYP.
30.00'
30.00'
TYP.
24.00'30.00'24.00'20.00'7.00'
TYP.
27.00'27.00'17 TYP.
18 18
17
TYP.
6 7
5
TYP.
6
TYP.
7
5
7
5
87
109
6
TYP.
13
xxxxxxxxxxxxxx17 TYP.
ROOF OVERHANG
25.00'
TYP.
SN 12
SN 13
15
24.00' TYP.
(2 STALLS @ 12')
21 TYP.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE SN-102
MATCHLINE SEE SN-105PLANNORTH
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056STORAGE LOCKER BUILDINGKC TL# 1623059144GILROY FAMILY LLC2829 NE 3RD ST 98056(NEW CONSTRUCTION NOT SURVEYED)CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.CONTRACTOR SHALL DEVELOP A
TEMPORARY SIGNING AND STRIPING
PLAN FOR WORK WITHIN JEFFERSON
AVENUE.
2.PERMANENT STRIPING SHALL COMPLY
WITH MUTCD, CITY OF RENTON, AND
KING COUNTY REQUIREMENTS.
3.REFLECTIVE PAVEMENT MARKERS
SHALL BE INSTALLED AS INDICATED IN
THE DRAWINGS AND AS OTHERWISE
DIRECTED BY THE ENGINEER.
4.SEE SHEET SN-503 FOR SIGN DETAILS
AND DATA.
INSTALL YELLOW DOUBLE CENTERLINE PER STD. PLAN M-20.10-03.
INSTALL DOUBLE YELLOW CENTERLINES PER COR STD. PLAN 109 WITH TYPE 1
LINE MARKERS AND TYPE 2D REFLECTIVE MARKERS.
INSTALL WHITE SOLID EDGE LINE PER STD. PLAN M-20.10-03.
INSTALL WHITE LANE LINE PER COR STD. PLAN 109 WITH TYPE 1 LINE MARKERS
AND TYPE 2E REFLECTIVE MARKERS.
INSTALL YELLOW SOLID LANE LINE PER STD. PLAN M-20.10-03.
INSTALL WHITE EDGE LINE FOR PARKING STALL.
INSTALL YELLOW EDGE LINE FOR PARKING STALL.
INSTALL (HANDICAP ACCESS PARKING SPACE) SYMBOL PER DETAIL 3 ON SHEET
SN-503.
INSTALL R7-801 (RESERVED PARKING) SIGN AND POST PER DETAIL 1 AND 4 ON
SHEET SN-503.
INSTALL R7-801A (VAN ACCESSIBLE) SIGN PER DETAIL 4 ON SHEET SN-503.
INSTALL (ELECTRIC VEHICLE CHARGING STATION) SYMBOL PER DETAIL 4 ON
SHEET SN-502.
INSTALL D9-11B (ELECTRIC VEHICLE CHARGING STATION) SIGN AND POST.
INSTALL D9-14 (POLICE) SIGN AND POST.
INSTALL R5-2 (NO TRUCKS) SIGN.
INSTALL REMOVABLE BOLLARD PER DETAIL 2 ON SHEET SN-504.
INSTALL FIXED STEEL BOLLARD PER DETAIL 1 ON SHEET SN-504.
INSTALL BOLLARD TYPE HEAVY DUTY PER DETAIL 2 ON SHEET SN-503.
INSTALL RAISED PAVEMENT MARKER TYPE 2BB.
INSTALL COMPACT PARKING STALL PAVEMENT SYMBOL (C).
REMOVE, SALVAGE, AND RE-INSTALL EXISTING NO PARKING SIGNS.
18" HIGH BLOCK LETTERING, MAX 1' FROM CURB FACE, AT 50' INTERVALS.
CURB PAINTED SOLID BRIGHT RED.
9
10
11
12
13
14
15
16
17
18
19
20
21
1
SN-5023
SN-501
2
SN-503
2
SN-502
SIGNING AND STRIPING PLAN
T-417419TRO-41-41742
W
W
W
W
"A" - BUILDING CA
(ADMIN)JEFFERSON AVE NE(PRIVATE ACCESS ROAD)EXISTING PSE TRANSMISSION EASEMENT
W
W W
W
25.00'
24.00'
20.00'
7.00'
24.00'
20.00'
24.00'
20.00'20.00'16'
26.50'
24.00'
EXISTING DRIVEWAYEVCCEVEVCCCFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING24.00'
10.50'
10.50'
156.00' TYP. (13 STALLS @ 12') 156.00' TYP. (13 STALLS @ 12')
36.00' TYP.
(4 STALLS @ 9')
24.00'63.00'(7 STALLS @ 9')34.00'(4 STALLS @ 8.5')34.00'(4 STALLS @ 8.5')63.00'(7 STALLS @ 9')3'
9.83'5'
11'
9.17'
5'9'
17
TYP.
6
TYP.
6
TYP.
7
5
7 8
9 10
11 12
9
19
TYP.
6
TYP.xxxSN 6
SN 7
SN 8SN 9SN 10SN 11
20 TYP.
20 TYP.
TYP.
ADA DETECTABLE
WARNING SURFACE
W
W
21 TYP.21
5.00'
1
3
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE SN-103
MATCHLINE SEE SN-104MATCHLINE SEE SN-106
PLANNORTH
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.CONTRACTOR SHALL DEVELOP A
TEMPORARY SIGNING AND STRIPING
PLAN FOR WORK WITHIN JEFFERSON
AVENUE.
2.PERMANENT STRIPING SHALL COMPLY
WITH MUTCD, CITY OF RENTON, AND
KING COUNTY REQUIREMENTS.
3.REFLECTIVE PAVEMENT MARKERS
SHALL BE INSTALLED AS INDICATED IN
THE DRAWINGS AND AS OTHERWISE
DIRECTED BY THE ENGINEER.
4.SEE SHEET SN-503 FOR SIGN DETAILS
AND DATA.
INSTALL YELLOW DOUBLE CENTERLINE PER STD. PLAN M-20.10-03.
INSTALL DOUBLE YELLOW CENTERLINES PER COR STD. PLAN 109 WITH TYPE 1
LINE MARKERS AND TYPE 2D REFLECTIVE MARKERS.
INSTALL WHITE SOLID EDGE LINE PER STD. PLAN M-20.10-03.
INSTALL WHITE LANE LINE PER COR STD. PLAN 109 WITH TYPE 1 LINE MARKERS
AND TYPE 2E REFLECTIVE MARKERS.
INSTALL YELLOW SOLID LANE LINE PER STD. PLAN M-20.10-03.
INSTALL WHITE EDGE LINE FOR PARKING STALL.
INSTALL YELLOW EDGE LINE FOR PARKING STALL.
INSTALL (HANDICAP ACCESS PARKING SPACE) SYMBOL PER DETAIL 3 ON SHEET
SN-503.
INSTALL R7-801 (RESERVED PARKING) SIGN AND POST PER DETAIL 1 AND 4 ON
SHEET SN-503.
INSTALL R7-801A (VAN ACCESSIBLE) SIGN PER DETAIL 4 ON SHEET SN-503.
INSTALL (ELECTRIC VEHICLE CHARGING STATION) SYMBOL PER DETAIL 4 ON
SHEET SN-502.
INSTALL D9-11B (ELECTRIC VEHICLE CHARGING STATION) SIGN AND POST.
INSTALL D9-14 (POLICE) SIGN AND POST.
INSTALL R5-2 (NO TRUCKS) SIGN.
INSTALL REMOVABLE BOLLARD PER DETAIL 2 ON SHEET SN-504.
INSTALL FIXED STEEL BOLLARD PER DETAIL 1 ON SHEET SN-504.
INSTALL BOLLARD TYPE HEAVY DUTY PER DETAIL 2 ON SHEET SN-503.
INSTALL RAISED PAVEMENT MARKER TYPE 2BB.
INSTALL COMPACT PARKING STALL PAVEMENT SYMBOL (C).
REMOVE, SALVAGE, AND RE-INSTALL EXISTING NO PARKING SIGNS.
18" HIGH BLOCK LETTERING, MAX 1' FROM CURB FACE, AT 50' INTERVALS.
CURB PAINTED SOLID BRIGHT RED.
9
10
11
12
13
14
15
16
17
18
19
20
21
5
SN-502
6
SN-502
SIGNING AND STRIPING PLAN
T-417420TRO-41-41741
2
2
W
2JEFFERSON AVE NE(PRIVATE ACCESS ROAD)6'NE 2ND ST
1
1
EDGE OF EXISTING
PAVEMENT
P/LNEW WATER
VALVE, TYP.
EDGE OF EXISTING
PAVEMENT
20
20 TYP.
10.00'
PROTECT IN PLACE EXISTING GAS
3
3
11.32'
MATCH EXISTING
W
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE SN-105
PLANNORTH
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
KC TL# 1434000020
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
KC TL# 1434000010
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.CONTRACTOR SHALL DEVELOP A
TEMPORARY SIGNING AND STRIPING
PLAN FOR WORK WITHIN JEFFERSON
AVENUE.
2.PERMANENT STRIPING SHALL COMPLY
WITH MUTCD, CITY OF RENTON, AND
KING COUNTY REQUIREMENTS.
3.REFLECTIVE PAVEMENT MARKERS
SHALL BE INSTALLED AS INDICATED IN
THE DRAWINGS AND AS OTHERWISE
DIRECTED BY THE ENGINEER.
4.SEE SHEET SN-503 FOR SIGN DETAILS
AND DATA.
INSTALL YELLOW DOUBLE CENTERLINE PER STD. PLAN M-20.10-03.
INSTALL DOUBLE YELLOW CENTERLINES PER COR STD. PLAN 109 WITH TYPE 1
LINE MARKERS AND TYPE 2D REFLECTIVE MARKERS.
INSTALL WHITE SOLID EDGE LINE PER STD. PLAN M-20.10-03.
INSTALL WHITE LANE LINE PER COR STD. PLAN 109 WITH TYPE 1 LINE MARKERS
AND TYPE 2E REFLECTIVE MARKERS.
INSTALL YELLOW SOLID LANE LINE PER STD. PLAN M-20.10-03.
INSTALL WHITE EDGE LINE FOR PARKING STALL.
INSTALL YELLOW EDGE LINE FOR PARKING STALL.
INSTALL (HANDICAP ACCESS PARKING SPACE) SYMBOL PER DETAIL 3 ON SHEET
SN-503.
INSTALL R7-801 (RESERVED PARKING) SIGN AND POST PER DETAIL 1 AND 4 ON
SHEET SN-503.
INSTALL R7-801A (VAN ACCESSIBLE) SIGN PER DETAIL 4 ON SHEET SN-503.
INSTALL (ELECTRIC VEHICLE CHARGING STATION) SYMBOL PER DETAIL 4 ON
SHEET SN-502.
INSTALL D9-11B (ELECTRIC VEHICLE CHARGING STATION) SIGN AND POST.
INSTALL D9-14 (POLICE) SIGN AND POST.
INSTALL R5-2 (NO TRUCKS) SIGN.
INSTALL REMOVABLE BOLLARD PER DETAIL 2 ON SHEET SN-504.
INSTALL FIXED STEEL BOLLARD PER DETAIL 1 ON SHEET SN-504.
INSTALL BOLLARD TYPE HEAVY DUTY PER DETAIL 2 ON SHEET SN-503.
INSTALL RAISED PAVEMENT MARKER TYPE 2BB.
INSTALL COMPACT PARKING STALL PAVEMENT SYMBOL (C).
REMOVE, SALVAGE, AND RE-INSTALL EXISTING NO PARKING SIGNS.
18" HIGH BLOCK LETTERING, MAX 1' FROM CURB FACE, AT 50' INTERVALS.
CURB PAINTED SOLID BRIGHT RED.
9
10
11
12
13
14
15
16
17
18
19
20
21
SIGNING AND STRIPING PLAN
T-417421TRO-41-41742
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
TYPICAL EQUIPMENT PARKING STALL DETAIL
NTS
30' TYP.
EDGE OF PAVEMENT PER
GRADING PLANS
TYPICAL PARKING STALL AT BUILDING DETAIL
NTS
12' MIN.
1
-
3
-
4 IN. WIDE WHITE EDGE LINE
PER STRIPING PLANS
INSTALL WHEEL STOP PER
DETAIL 5 ON SHEET SN-503
2' MIN.
TYPICAL YARD PARKING STALL DETAIL
NTS
DIMENSION PER PLAN PAVED YARD SURFACE
STALL WIDTH PER PLAN
2
-
4 IN. WIDE WHITE EDGE LINE
PER STRIPING PLANS, TYP.
3' MIN.
OBSTRUCTIONS IN WALKING PATH
CLEAR ZONES SHALL PROVIDE A 3'
MINIMUM CLEARANCE TO ONE SIDE
9' MIN.
(UNLESS OTHERWISE NOTED)
20' TYP.
(UNLESS OTHERWISE SHOWN)
28' TYP.
2' MIN.
18' TYP.
(UNLESS OTHERWISE SHOWN)
CEMENT CONCRETE
BUILDING PAD
CEMENT CONCRETE WALKWAY
4 IN. WIDE WHITE EDGE LINE
PER STRIPING PLANS, TYP.
INSTALL WHEEL STOP PER
DETAIL 5 ON SHEET SN-503
TYPICAL PARKING STALL AT LOADING ZONE DETAIL
NTS
4
-
9' MIN.
(UNLESS OTHERWISE NOTED)
20' TYP.
18' TYP.
CEMENT CONCRETE
BUILDING PAD
CEMENT CONCRETE WALKWAY
(0.50' THICK MIN.)
4 IN. WIDE WHITE EDGE LINE
PER STRIPING PLANS, TYP.
ROOF OVERHANG
TYPICAL PARKING STALL AT EXTRUDED CURB DETAIL
NTS
5
-
9' MIN.
(UNLESS OTHERWISE NOTED)
20' TYP.
(UNLESS OTHERWISE NOTED)
18' TYP.
PLANTED AREA
4 IN. WIDE WHITE EDGE LINE
PER STRIPING PLANS, TYP.2' MIN.
FACE OF EXTRUDED CURB
TYPICAL CLEAR ZONE STRIPING
NTS
6
-
9' MIN.
(UNLESS OTHERWISE NOTED)
20' TYP.
(UNLESS OTHERWISE NOTED)
ASPHALT PAVEMENT
PARKING AREA
4 IN. WIDE YELLOW LANE LINE
PER STRIPING PLANS, TYP.
8 IN. WIDE YELLOW WIDE LANE LINE SPACED 2' O.C., TYP.
FACE OF EXTRUDED CURB
BOLLARDS AS SHOWN
(OBJECTS IN CLEAR ZONE
STRIPING MAY BE HYDRANTS,
BOLLARS, LIGHT POLES, CARD
READERS, OR OTHER OBJECTS AS
INDICATED IN THE PLANS)
0.50' MIN.
INSTALL WHEEL STOP PER
DETAIL 5 ON SHEET SN-503
SIGNING AND STRIPING DETAILS
T-417422TRO-41-41742
2
2
FIRE LANE - NO PARKINGEVCEVIN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
TYPICAL ADA ZONE STRIPING DETAIL
NTS
1
-
5' MIN.
(UNLESS OTHERWISE NOTED)
20' TYP.
(UNLESS OTHERWISE NOTED)
4 IN. WIDE YELLOW LANE LINE
PER STRIPING PLANS, TYP.
8 IN. WIDE YELLOW WIDE LANE LINE SPACED 2' O.C., TYP.
2.00' MIN.
TYPICAL YARD PEDESTRIAN PATH ZONE
NTS
2
-
5' MIN.
(UNLESS OTHERWISE NOTED)
25' TYP.
(UNLESS OTHERWISE NOTED)
ASPHALT PAVEMENT DRIVE
AISLE TYPICAL FOR BOTH ENDS
4 IN. WIDE YELLOW LANE LINE
PER STRIPING PLANS, TYP.
8 IN. WIDE YELLOW WIDE LANE LINE SPACED 2' O.C., TYP.
ASPHALT PAVEMENT PULL
THROUGH PARKING STALL
TYPICAL ELECTRIC VEHICLE CHARGING STATION
NTS
3
-
9' MIN.
(UNLESS OTHERWISE NOTED)
20' TYP.
(UNLESS OTHERWISE NOTED)
GREEN BACKGROUND WITH WHITE
PERIMETER AND LETTERS, TYP.
4 IN. WIDE WHITE EDGE LINE FOR PARKING
STALL PER STRIPING PLANS, TYP.
2' TYP.
FACE OF EXTRUDED CURB
BOLLARDS AS SHOWN
(OBJECTS IN CLEAR ZONE
STRIPING MAY BE HYDRANTS,
BOLLARS, LIGHT POLES, CARD
READERS, OR OTHER OBJECTS AS
INDICATED IN THE PLANS)
2' MIN.
ELECTRIC VEHICLE
CHARGING STATION
2' TYP.
D9-11B
0.50' TYP.
4.33' TYP.
0.33' TYP.
4.00'
0.83' TYP.
2.33'
TYPICAL COMPACT STALL DETAIL
NTS
5
-
CHARGING STATION PAVEMENT PARKING
NTS
4
-
16' TYP.
FACE OF EXTRUDED CURB
2' TYP.
8.5' MIN.
(UNLESS OTHERWISE NOTED)
4 IN. WIDE WHITE EDGE LINE FOR PARKING
STALL PER STRIPING PLANS, TYP.
INSTALL WHEEL STOP PER
DETAIL 5 ON SHEET SN-503
INSTALL WHEEL STOP PER
DETAIL 5 ON SHEET SN-503
COMPACT ELECTRIC VEHICLE CHARGING STATION
NTS
6
-
16' TYP.
FACE OF EXTRUDED CURB
2' TYP.
9.0'
4 IN. WIDE WHITE EDGE LINE FOR PARKING
STALL PER STRIPING PLANS, TYP.
INSTALL WHEEL STOP PER
DETAIL 5 ON SHEET SN-503
2' TYP.
4
-
4
-
CENTER IN STALL
2' TYP.
2' TYP.
9' MIN.
(UNLESS OTHERWISE NOTED)
2.00' MIN.
SEE DETAIL 4 ON SN-503
SIGNING AND STRIPING DETAILS
T-417423TRO-41-41742
2 2
3'-8"8"8"3"2'-4"10"10"2'-0"
3'-8"
TOTAL MARKING AREA = 13.44 SQ.FT.
WHITE = 4.82 SQ.FT. BLUE = 8.62 SQ.FT.
3"
MUTCD WA-R7-801 MUTCD WA-R7-801VA
5'-0" FROM ADJ. FINISHEDGRADE TO BOTTOM OF SIGNMIN. MOUNTING HEIGHTSPECIFICATION:
HEIGHT = 18"
WIDTH = 12"
BACKGROUND: WHITE/BLUE
TEXT COLOR: GREEN
BORDER: GREEN
SEE SIGN SUPPORT
INSTALLATION DETAIL
FINISHED GRADE
R7-801A
FINISHED REBAR
SHALL BE FLUSH WITH
TOP OF WHEEL STOP
1. INSTALL WHEEL STOPS PER PLAN.
2. CONCRETE SHALL ACHIEVE A MINIMUM 28-DAY STRENGTH OF 7600 PSI.
4. REBAR SHALL BE ASTM A615, GRADE 60.
5. HEIGHT OF SLOTS ARE 1-3/4" TYP.
6. REBAR SHALL BE DRIVEN INTO SUBBASE BELOW WHEEL STOP. WHEN
INSTALLED ON PAVED SURFACES, PRE-DRILL PILOT HOLES THROUGH PAVED
SECTION PRIOR TO DRIVING REBAR INTO SUBBASE.
(2) 20" LONG
NO. 7 REBAR
ISOMETRIC
(2) 1" DIA. HOLES
4.0"(2) NO. 4 REBAR
SLOT, TYP.
10.0"8.50"20.50"
72.00"
FRONT AND SIDE VIEW
7.00"6.0"4.0"IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
1.CONTRACTOR SHALL CONSTRUCT SIGNS ACCORDING TO THE
WASHINGTON STATE SIGN FABRICATION MANUAL M55-05.
2.UNLESS OTHERWISE DIRECTED BY THE ENGINEER, CONTRACTOR
SHALL INSTALL SIGNS ACCORDING TO STD PLAN G-20.10-02.
3.SEE SHEETS SN-101 TO SN-106 FOR SIGN LOCATIONS.
4.SIGN FOUNDATIONS SHALL BE TYPE ST-2 PER STD. PLAN G-24.50-04.
SIGN FABRICATION GENERAL NOTES
8" MIN.
HEAVY DUTY BOLLARD
NTS
2
-
SIGN FABRICATION DETAIL TABLE
NTS
1
-
TYPICAL SECTION
PER GRADING PLANS
4.00' TYP.
SIGN FABRICATION TABLE
CONCRETE
FOUNDATION, MIN.
COMPRESSIVE
STRENGTH OF 3,500 PSI
8" DIAM. STEEL
BOLLARD WITH 0.50"
THICK WALL PAINTED
TWO COATS SAFETY
YELLOW.
CONCRETE DOME
FILL INSIDE STEEL
BOLLARD
4.00' TYP.
1.00'
MAX.
MIN. 2%
SLOPE
AWAY FROM
BOLLARD
ACCESSIBLE PARKING SPACE SYMBOL - PLAN
NTS
3
-
ACCESSIBLE PARKING SIGNS
NTS
4
-
SIGNING AND STRIPING DETAILS
T-417424TRO-41-4174CONCRETE WHEEL STOP
NTS
5
-
2
1'-6"2'-0"1'-0"2'-6"2'-6"3000 PSI MIN.
CONCRETE
UNDISTURBED
SUBGRADE
GRAVEL SHOULDER
SET CONCRETE FLUSH
WITH TRAIL SURFACE
FINISHED GRADE
SLOPE CONCRETE AWAY
FROM BOLLARD, 2% MAX.
CSBC TRAIL
SUBBASE
CSBC PER
STANDARD
SPEC 9-03.9(3)
HSS 6x6x3/16 ASTM A500
CAP PLATE 1/4" THICK ASTM
A36, CUT TO CONFORM TO HSS
DOT GRADE
RETROREFLECTIVE
TAPE, RED AND WHITE
AS SHOWN, ALL 4 SIDES
EDGE OF ASPHALT
TRAIL
GRAVEL SHOULDER
DIRECTION OF TRAVEL
SLOPE CONCRETE AWAY
FROM BOLLARD, 2% MAX.
ALIGN FACE OF BOLLARD
WITH EDGE OF TRAIL
3000 PSI MIN. CONCRETE
HSS 6x6x3/16
(BOLLARD)
A
-
ASPHALT
TRAIL4"1/2" (REDTAPE, TYP)1/2"(GAP, TYP)2" (WHITETAPE)ROUND ALL
SHARP
EDGES, 1/8"
RADIUS, TYP.
CAP PER
SECTION
G
HSS PER
SECTION
1/8"TYP
HSS 4x4x3/16 ASTM A500,
POWDER COAT WHITE
ALLOW ONE WEEK MINIMUM FOR CONCRETE
TO CURE PRIOR TO POST INSTALLATION
REMOVABLE BOLLARD TO BE
PROVIDED BY KING COUNTY,
INSTALLED BY CONTRACTOR
SLOPE TO DRAIN AWAY
FROM POST, 2% MAX (TYP.)
FINISHED GRADE
ALIGN LOCKING TAB
PARALLEL WITH
DIRECTION OF TRAVEL
DIRECTION OF TRAVEL
GRAVEL BACKFILL
FOR DRAINS PER
STD SPEC
9-03.12(4)
#5 REBAR 4
PLACES, WELDED
TO HSS 5x5x1/4
SLEEVE BASE
SECTION (BY
KING COUNTY)
UNDISTURBED
SUB-GRADE
3000 PSI MIN.
CONCRETE
3'-0"4"2'-6"3
-
1'-0"
B
-
BASE SLEEVE ASSEMBLY
TO BE PROVIDED BY KING
COUNTY, INSTALLED BY
CONTRACTOR
DOT GRADE
RETRO-REFLECTIVE
TAPE, RED OR WHITE
AS SHOWN, ALL 4 SIDES
ALIGN LOCKING TAB PARALLEL
WITH DIRECTION OF TRAVEL DIRECTION
OF TRAVEL
1/2" TYP(RED TAPE)2"4"1/2" TYP(GAP)1"HSS 5x5x3/16
ASTM A500
(GALV.)0'-6"#5 REBAR AT 4
LOCATIONS,
WELDED TO HSS
5x5 BASE SECTION
1/8"TYP
TOP OF SLEEVE
FLUSH WITH
ADJACENT CONCRETE
1'-0"
2" DIA. DRAIN
HOLES W/ 2" PVC
PIPE, DAYLIGHT
INTO GRAVEL
HSS 5x5x3/16 ASTM
A500 GALV. (BASE
SUPPORT SLEEVE)
2" PVC DRAIN PIPE,
INSTALL FLUSH WITH
BOTTOM OF BASE
SUPPORT SLEEVE
BASE BOTTOM
PLATE
GUIDE PLATES
HSS 5x5x3/16
ASTM A500 GALV.
(BASE SUPPORT
SLEEVE)
HSS 4x4x3/16
ASTM A500
(BOLLARD)
SLOPE CONCRETE
2% MAX AWAY FROM
BOLLARD AS SHOWN
3000 PSI MIN.
CONCRETE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
FIXED STEEL BOLLARD
NTS
1
-2'-6"PLAN VIEW
NOTES:
1.BOLLARD ASSEMBLY SHALL BE POWDER COATED WHITE AFTER WELDING.
2.APPLY RETROREFLECTIVE TAPE PER PLAN AFTER POWDER COATING.
3.CONCRETE SHALL ACHIEVE A 28-DAY STRENGTH OF 3,000 PSI MINIMUM.
4.ALL WELDS SHALL CONFORM TO THE REQUIREMENTS OF AWS DL.4.
WLDING SHALL BE PERFORMED BY AWS/WABO CERTIFIED WELDERS
QUALIFIED FOR WELDS USING THE APPROVED ELECTRODES.
SECTION A-A
REMOVABLE BOLLARD
NTS
2
-
BOLLARD MARKING DETAIL
NTS
3
-
REMOVABLE BOLLARD PLAN
NTS
B
-
REMOVABLE BOLLARD EMBEDMENT
NTS
4
-
BOLLARD BASE DRAINS
NTS
5
-
NOTES:
1.REMOVABLE BOLLARD ASSEMBLY AND BASE
SLEEVE ASSEMBLY PARTS ARE DESIGNED,
MANUFACTURED AND PROVIDED BY KING
COUNTY PARKS OPERATIONS.
2.PVC DRAIN PIPES ARE TO BE PROVIDED BY
THE CONTRACTOR. INSTALLATION OF ALL
PARTS SHALL BE PERFORMED BY THE
CONTRACTOR.
3.GRAVEL BACKFILL FOR DRAINS SHALL
CONFORM TO STD. SPEC. 9-03.12(4).
4.CONCRETE SHALL ACHIEVE A 28-DAY
STRENGTH OF 3000 PSI MINIMUM.
5.ALL WELDS SHALL CONFORM TO THE
REQUIREMENTS OF AWS DL.4. WLDING
SHALL BE PERFORMED BY AWS/WABO
CERTIFIED WELDERS QUALIFIED FOR WELDS
USING THE APPROVED ELECTRODES.
SIGNING AND STRIPING DETAILS
T-417425TRO-41-4174
xxxxxxxxxx x x xKC TL# 1434000012KING COUNTY PARKS3003 NE 4TH STRENTON, WA 98056IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)PLANNORTHPLANNORTHSCALE: 1" = 50'
60.00'
150' PSE
TRANSMISSION
POWER
EASEMENT
KC TL# 1434000020
OVERHEAD
TRANSMISSION
LINES
JEFFERSON AVE NE
(PRIVATE ACCESS ROAD)
N
E
3
R
D
S
T NE 2ND STKC TL# 1623059133
KING COUNTY ROADS
3021 NE 4TH ST
RENTON, WA 98056
KING COUNTY ROADS
3005 NE 4TH ST
RENTON, WA 98056
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059130
WASHINGTON STATE BOARD FOR
FUTURE RENTON COMMUNITY COLLEGE FACILITY
3001 NE 4TH ST
RENTON, WA 98056
KC TL# 1623059059
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON, WA 98056
RAIN GARDEN, TYP.
PATH AND PROMANADE
LIMIT OF GRADING
8' HIGH CHAIN LINK FENCE
EXISTING 10' WIDE PSE EASEMENT
STORAGE LOCKER BUILDING
GRAVEL YARD AREA
GENERAL NOTES
1.CHAIN LINK FENCE 8' HIGH SHALL BE
POLYVINYL COATED. ALL POSTS, BRACES,
AND METAL ACCESSORIES SHALL BE
POWDER COATED BLACK.
2.ORNAMENTAL METAL PICKET FENCE 6' HIGH
SHALL BE POWDER COATED BLACK.
3.ORNAMENTAL METAL PICKET FENCE 8' HIGH
SHALL BE POWDER COATED BLACK.
8' HIGH BLACK ORNAMENTAL
PICKET FENCE, GATE, AND
MOTOR
NEW 6' HIGH BLACK METAL
ORNAMENTAL PICKET FENCE
6' HIGH ORNAMENTAL PICKET FENCE
24.00'
KC TL# 1623059144
GILROY FAMILY LLC
2829 NE 3RD ST 98056
24.00'
8' HIGH BLACK ORNAMENTAL
PICKET FENCE ACCESS GATE
8' HIGH ORNAMENTAL PICKET
FENCE, GATE, AND MOTOR
8' HIGH BLACK ORNAMENTAL
PICKET FENCE ACCESS GATE
8' HIGH BLACK VINYL COATED
CHAIN LINK FENCE , TYP.
NEW 6' HIGH BLACK METAL
ORNAMENTAL PICKET FENCE
24.00'
24.00'
EXISTING CHAIN LINK FENCE
WITH PRIVACY SCREEN
2.00'
PROPERTY LINE
8.00'
8' HIGH BLACK VINYL COATED
CHAIN LINK FENCE ACCESS
GATE
8' HIGH BLACK VINYL COATED
CHAIN LINK FENCE , TYP.
EXISTING GALVANIZED CHAIN
LINK FENCE TO REMAIN
PROPERTY LINE
8' HIGH BLACK VINYL COATED
CHAIN LINK FENCE ACCESS
GATE
8.00'±
24.00'
BOLLARDS AND CARD READER, TYP
BOLLARDS AND CARD READER, TYP
8' HIGH BLACK ORNAMENTAL
PICKET FENCE AND ACCESS
GATE
6' HIGH BLACK ORNAMENTAL
PICKET FENCE AND ACCESS
GATE
"C" - BUILDING STBUILDING SH"A" BUILDING CA(SHOPS)(ADMIN)"B"(ENCLOSED STORAGE SHED)"E"(STORAGE SHED)"D"(STORAGE SHED)FENCING PLAN
R-417468TED-27-41748' HIGH BLACK VINYL COATED
CHAIN LINK FENCE ACCESS
GATE
CURRENT PLANNING
Clark Close 12/10/2021
EXISTING 10' PSE EASEMENT
NEW SEWER EASEMENT
KC TL# 1434000012
x x x x x x x x
xxxxxx10.00' AS SHOWN
(SPACING MAY VARY)FILLFILLFILLFILL FILL FILL
FILLFILL
KC TL# 1623059130
SEGALE PROPERTIES LLC
301 MONROE AVE NE
RENTON WA 98056
1
EXISTING 7' HIGH
CHAIN LINK FENCE
TO BE REPLACED
(343.30')
3N 180534.14
E 1307437.13
1
2 N 180534.0
E 1307447.13
1(411.70')
EXISTING
PROPERTY
LINE AND
TOE OF
SLOPE
11.31'±
KC TL# 1623059144
GILROY FAMILY LLC
2829 NE 3RD ST 98056
N 180534.48
E 1307411.35
"B" - BUILDING SH
(ADMIN)
"C" - BUILDING ST
(ENCLOSED
STORAGE SHED)
"D"
(STORAGE SHED)
"E"
(STORAGE SHED)
NEW PSE
EASEMENT
NEW 15'
SEWER EASEMENT
NEW 15'
PSE EASEMENT
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE CF-104 MATCHLINE SEE CF-103PLANNORTH
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.CHAIN LINK FENCE 8' HIGH SHALL BE POLYVINYL
COATED. ALL POSTS, BRACES, AND METAL
ACCESSORIES SHALL BE POWDER COATED BLACK.
2.CONTRACTOR SHALL DETERMINE ALL POST
SPACING, BRACES, ANCHORS, AND TENSION BARS
AND SUBMIT TO THE ENGINEER FOR REVIEW.
3.METAL PICKET FENCE 6' HIGH SHALL BE POWDER
COATED BLACK.
4.CONTRACTOR SHALL COORDINATE SIZE AND
PLACEMENT OF FENCE MOTORS AND CARD
READER ACCESSORIES WITH ELECTRICAL
CONDUITS AND DUCTS.
5.CONTRACTOR SHALL COORDINATE THE SIZE AND
LOCATION OF THE GATE MOTORS AND MOTOR
HOUSINGS WITH FOUNDATION SIZE AND
PLACEMENT.
6.ALL GATES SHALL BE CLICK TO ENTER DEVICE
CONTROLLED AND LOCK BOX KEY ACCESS FOR
THE FIRE DEPARTMENT.
CONSTRUCT CHAIN LINK FENCE 8' HIGH
PER DETAIL 1 ON SHEET CF-502.
CONSTRUCT ACCESS GATE 5' WIDE PER
DETAIL 2 ON SHEET CF-503.
CONSTRUCT CHAIN LINK FENCE 8' HIGH
CORNER POST PER DETAIL 1 ON SHEET
CF-502.
CONSTRUCT METAL PICKET FENCE 8'
HIGH PER DETAIL 4 ON SHEET CF 503.
CONSTRUCT METAL PICKET FENCE 6'
HIGH PER DETAIL 4 ON SHEET CF-503.
CONSTRUCT METAL PICKET FENCE
SLIDE GATE PER DETAIL 1 ON SHEET
CF-504.
CONSTRUCT CARD READER AND
BOLLARDS PER DETAIL 2 ON SHEET
CF-502.
CONSTRUCT GATE MOTOR PAD PER
DETAIL 1 ON SHEET CF-503.
CONSTRUCT METAL PICKET GATE 5'
WIDE SIMILAR TO DETAIL 2 ON SHEET CF
503.
9
FENCING PLAN
R-417469TED-27-4174CURRENT PLANNING
Clark Close 12/10/2021
KC TL# 1623059059
x x xFILL CUT
1 (343.30')
EXISTING 7' HIGH
CHAIN LINK FENCE
TO BE REPLACED
3
N 180528.20
E 1307871.37
1
4BEGIN AT
BUILDING
CORNER
N 180516.00
E 1307871.20
(12.20' )
5 BEGIN AND MATCH
CHAIN LINK FENCE
(141.25')
5
29.00'
8
30.00'
6
7
7
6
8
8
24.00'
24.00'
4BEGIN AT
BUILDING
CORNER
N 180484.67
E 1307870.61
(2.50' )
4
6
6
BEGIN
N 180310.03
E 1307867.52
(42.67')
4 END
N 180456.18
E 1307870.27
(21.50')
2.00'
9.72'±
12.07'±
KC TL# 1434000012
END FENCE
N 180480.94
E 1308011.75
N 180487.78
E 1308018.28
N 180456.04
E 1307883.80
N 180282.92
5 METAL PICKET
FENCE CORNER
N 180308.80
E 1308008.52
(165.50')
5 METAL PICKET
FENCE CORNER
N 180452.33
E 1308011.21
(143.00')
5 METAL PICKET
FENCE CORNER
N 180526.27
E 1308012.60
(45.00')
8' HIGH
6' HIGH
4 FENCE CORNER
N 180435.22
E 1307867.27
(100.00')
4 FENCE CORNER
N 180335.24
E 1307865.39
(100.00')
8' HIGH 6' HIGH
9
9
"B" - BUILDING SH
(ADMIN)
"C" - BUILDING ST
(ENCLOSED
STORAGE SHED)
4 FENCE CORNER
N 180335.19
E 1307868.00
(2.60')
9 N 180384.23
E 1307866.31
4 FENCE CORNER
N 180435.17
E 1307869.87
(2.60')
7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE CF-105MATCHLINE SEE CF-102PLANNORTH
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.CHAIN LINK FENCE 8' HIGH SHALL BE POLYVINYL
COATED. ALL POSTS, BRACES, AND METAL
ACCESSORIES SHALL BE POWDER COATED BLACK.
2.CONTRACTOR SHALL DETERMINE ALL POST
SPACING, BRACES, ANCHORS, AND TENSION BARS
AND SUBMIT TO THE ENGINEER FOR REVIEW.
3.METAL PICKET FENCE 6' HIGH SHALL BE POWDER
COATED BLACK.
4.CONTRACTOR SHALL COORDINATE SIZE AND
PLACEMENT OF FENCE MOTORS AND CARD
READER ACCESSORIES WITH ELECTRICAL
CONDUITS AND DUCTS.
5.CONTRACTOR SHALL COORDINATE THE SIZE AND
LOCATION OF THE GATE MOTORS AND MOTOR
HOUSINGS WITH FOUNDATION SIZE AND
PLACEMENT.
6.ALL GATES SHALL BE CLICK TO ENTER DEVICE
CONTROLLED AND LOCK BOX KEY ACCESS FOR
THE FIRE DEPARTMENT.
CONSTRUCT CHAIN LINK FENCE 8' HIGH
PER DETAIL 1 ON SHEET CF-502.
CONSTRUCT ACCESS GATE 5' WIDE PER
DETAIL 2 ON SHEET CF-503.
CONSTRUCT CHAIN LINK FENCE 8' HIGH
CORNER POST PER DETAIL 1 ON SHEET
CF-502.
CONSTRUCT METAL PICKET FENCE 8'
HIGH PER DETAIL 4 ON SHEET CF 503.
CONSTRUCT METAL PICKET FENCE 6'
HIGH PER DETAIL 4 ON SHEET CF-503.
CONSTRUCT METAL PICKET FENCE
SLIDE GATE PER DETAIL 1 ON SHEET
CF-504.
CONSTRUCT CARD READER AND
BOLLARDS PER DETAIL 2 ON SHEET
CF-502.
CONSTRUCT GATE MOTOR PAD PER
DETAIL 1 ON SHEET CF-503.
CONSTRUCT METAL PICKET GATE 5'
WIDE SIMILAR TO DETAIL 2 ON SHEET CF
503.
9
FENCING PLAN
R-417470TED-27-4174CURRENT PLANNING
Clark Close 12/10/2021
KC TL# 1434000020
EXISTING
10' PSE EASEMENT xxxxxxxxxxxxxxFILLCUTCUTFILL FILL FILL
1 (503.25')
FUTURE
ACCESS
DRIVE
KC TL# 1623059144
1
N 180122.89
E 1307403.60
P/L
"A" - BUILDING CA
(ADMIN)
KC TL# 1434000012
KING COUNTY PARKS
3003 NE 4TH ST
RENTON, WA 98056
NEW 15'
SEWER EASEMENT
NEW 15'
PSE EASEMENT
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE CF-102
MATCHLINE SEE CF-105PLANNORTH
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.CHAIN LINK FENCE 8' HIGH SHALL BE POLYVINYL
COATED. ALL POSTS, BRACES, AND METAL
ACCESSORIES SHALL BE POWDER COATED BLACK.
2.CONTRACTOR SHALL DETERMINE ALL POST
SPACING, BRACES, ANCHORS, AND TENSION BARS
AND SUBMIT TO THE ENGINEER FOR REVIEW.
3.METAL PICKET FENCE 6' HIGH SHALL BE POWDER
COATED BLACK.
4.CONTRACTOR SHALL COORDINATE SIZE AND
PLACEMENT OF FENCE MOTORS AND CARD
READER ACCESSORIES WITH ELECTRICAL
CONDUITS AND DUCTS.
5.CONTRACTOR SHALL COORDINATE THE SIZE AND
LOCATION OF THE GATE MOTORS AND MOTOR
HOUSINGS WITH FOUNDATION SIZE AND
PLACEMENT.
6.ALL GATES SHALL BE CLICK TO ENTER DEVICE
CONTROLLED AND LOCK BOX KEY ACCESS FOR
THE FIRE DEPARTMENT.
CONSTRUCT CHAIN LINK FENCE 8' HIGH
PER DETAIL 1 ON SHEET CF-502.
CONSTRUCT ACCESS GATE 5' WIDE PER
DETAIL 2 ON SHEET CF-503.
CONSTRUCT CHAIN LINK FENCE 8' HIGH
CORNER POST PER DETAIL 1 ON SHEET
CF-502.
CONSTRUCT METAL PICKET FENCE 8'
HIGH PER DETAIL 4 ON SHEET CF 503.
CONSTRUCT METAL PICKET FENCE 6'
HIGH PER DETAIL 4 ON SHEET CF-503.
CONSTRUCT METAL PICKET FENCE
SLIDE GATE PER DETAIL 1 ON SHEET
CF-504.
CONSTRUCT CARD READER AND
BOLLARDS PER DETAIL 2 ON SHEET
CF-502.
CONSTRUCT GATE MOTOR PAD PER
DETAIL 1 ON SHEET CF-503.
CONSTRUCT METAL PICKET GATE 5'
WIDE SIMILAR TO DETAIL 2 ON SHEET CF
503.
9
FENCING PLAN
R-417471TED-27-4174CURRENT PLANNING
Clark Close 12/10/2021
KC TL# 1623059059
KC TL# 1434000020 xxxFILL CUT
5END METAL PICKET
FENCE AND MATCH
CHAIN LINK FENCE
N 180115.16
E 1307906.78
4 METAL PICKET
FENCE CORNER
N 180113.65
E 1308004.86
(98.08')
1 3
9BEGIN AT BUILDING CORNER
N 180133.09
E 1307907.06
(17.95')
4
(503.25')
8
4BEGIN AT
BUILDING
N 180204.27
E 1307865.53
(80.75' )
7
2.00'
8.19'±17.95'±
N 180282.92
E 1307879.60
5 METAL PICKET
FENCE CORNER
N 180279.36
E 1308007.97
(165.50')
METAL PICKET GATE
5.00' WIDE AND 6'
HIGH TO MATCH
FENCE
9
5
"A" - BUILDING CA
(ADMIN)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
MATCHLINE SEE CF-103
MATCHLINE SEE CF-104PLANNORTH
CONSTRUCTION NOTES:
2
1
3
4
5
6
7
8
GENERAL NOTES
1.CHAIN LINK FENCE 8' HIGH SHALL BE POLYVINYL
COATED. ALL POSTS, BRACES, AND METAL
ACCESSORIES SHALL BE POWDER COATED BLACK.
2.CONTRACTOR SHALL DETERMINE ALL POST
SPACING, BRACES, ANCHORS, AND TENSION BARS
AND SUBMIT TO THE ENGINEER FOR REVIEW.
3.METAL PICKET FENCE 6' HIGH SHALL BE POWDER
COATED BLACK.
4.CONTRACTOR SHALL COORDINATE SIZE AND
PLACEMENT OF FENCE MOTORS AND CARD
READER ACCESSORIES WITH ELECTRICAL
CONDUITS AND DUCTS.
5.CONTRACTOR SHALL COORDINATE THE SIZE AND
LOCATION OF THE GATE MOTORS AND MOTOR
HOUSINGS WITH FOUNDATION SIZE AND
PLACEMENT.
6.ALL GATES SHALL BE CLICK TO ENTER DEVICE
CONTROLLED AND LOCK BOX KEY ACCESS FOR
THE FIRE DEPARTMENT.
CONSTRUCT CHAIN LINK FENCE 8' HIGH
PER DETAIL 1 ON SHEET CF-502.
CONSTRUCT ACCESS GATE 5' WIDE PER
DETAIL 2 ON SHEET CF-503.
CONSTRUCT CHAIN LINK FENCE 8' HIGH
CORNER POST PER DETAIL 1 ON SHEET
CF-502.
CONSTRUCT METAL PICKET FENCE 8'
HIGH PER DETAIL 4 ON SHEET CF 503.
CONSTRUCT METAL PICKET FENCE 6'
HIGH PER DETAIL 4 ON SHEET CF-503.
CONSTRUCT METAL PICKET FENCE
SLIDE GATE PER DETAIL 1 ON SHEET
CF-504.
CONSTRUCT CARD READER AND
BOLLARDS PER DETAIL 2 ON SHEET
CF-502.
CONSTRUCT GATE MOTOR PAD PER
DETAIL 1 ON SHEET CF-503.
CONSTRUCT METAL PICKET GATE 5'
WIDE SIMILAR TO DETAIL 2 ON SHEET CF
503.
9
FENCING PLAN
CURRENT PLANNING
Clark Close 12/10/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
SECTION A - A
8" DIAM. STEEL
BOLLARD PER TYPICAL
BOLLARD DETAIL
16"
TYP.
5" TYP.
TYPICAL CHAIN LINK FENCE DETAIL
NTS
CORNER POST
1
4" X 3
4" STRETCHER BAR, TYP.
STRETCHER BAR BAND, TYP.
CONTINUOUS TOP RAIL, TYP.
CHAIN LINK FABRIC, POLYVINYL COATED BLACK
(9 GA. 1" MESH WITH 70,000 PSI STRENGTH), TYP.
CONCRETE FOUNDATION
DIMENSIONS PER TABLE, TYP.
3
8" DIAM. TRUSS, TYP.
2-3
8" O.D. DIAM. PIPE
LINE POSTS, TYP.
FINISHED SURFACE, TYP.
FIELD FORMED EYE, TYP.
TRUSS
TIGHTENER,
TYP.
BRACE
RAIL, TYP.
BRACE
BAND,
TYP.
NO. 7 GA. SPRING COILED
TENSION WIRE, TYP.
END CORNER OR PULL POSTS SHALL BE 2-7/8 IN. PIPE
AT 5.79 POUNDS PER FOOT OR 3.50" X 3.50" ROLL
FORMED SECTION WITH INTEGRAL LOCK LOOPS,
(PULL POSTS LOCATED BY CONTRACTOR) SHALL BE
GROUP IC HIGH CARBON STEEL (Fy=50KSI).
CARD READER
MOUNTED ON 3"
SQUARE PAINTED
STEEL GOOSENECK
POST
READER FLUSH WITH RAISED
FOUNDATION, TYP.
(SEE DETAIL3 ON SHEET CF-503)
CARD READER, KEY PAD, AND SPEAKER
3
8" THICK BASE PLATE
5
8" J-BOLTS
8"
6"
THREADED HOLES FOR
CARD READER DEVICE
(SPACING AND SIZE TO
BE COORDINATED BY
CONTRACTOR FOR
ACTUAL READER PAD)
1" DIAM. HOLE
FOR WIRE
4"
5.75"
CARD READER LAYOUT DETAIL
NTS
MOUNTING SURFACE
SECTION A - A
MOUNTING SURFACE
PEDESTAL TO BE
PAINTED WITH A
TWO-PART POLYESTER
EPOXY IN BLACK
FINISHED SURFACE
8" X 8" X 3
8" BASE PLATE
1.00'
2.00'5
8" J-BOLTS WELDED IN
CAGE AT 6" SQUARE
PATTERN ON CENTER
1" DIAM. ELECTRICAL CONDUIT
OR AS OTHERWISE INDICATED IN
THE UTILITY DRAWINGS
BASE PLATE COVER
4" X 4" TUBE STEEL
CARD READER, KEY PAD,
AND SPEAKER
PEDESTAL TO BE
PAINTED WITH A
TWO-PART POLYESTER
EPOXY IN BLACK
4" X 4" TUBE STEEL
8" X 8" X 3
8" BASE PLATE
BASE PLATE COVER
1" DIAM. ELECTRICAL
CONDUIT OR AS
OTHERWISE
INDICATED IN THE
UTILITY DRAWINGS
3.67'
3.00'
5"
SECTION B - B8.00' FABRIC HEIGHTCONTINUOUS TOP RAIL, TYP.
FENCE POST
2" MAX. GAP BETWEEN
FINISHED GRADE AND
FENCE FABRIC
SLOPE TO DRAIN, TYP.
FINISHED GRADE SURFACE
CONCRETE FOUNDATION DIMENSIONS
LOCATION A B C
CORNER 1'-0"0'-6"4'-6"
END 1'-0"0'-6"4'-6"
SWING GATE 18" + POST O.D.0'-6"4'-6"
LINE AND OTHER 0'-10"0'-6"3'-6"
B
C A
TIE WIRES FOR TIEING
FABRIC TO RAILS AT 2' O.C.
1
-
PLAN
NORTHING
AND EASTING
PER PLAN
2
-
KNOX BOX OR APPROVED EQUAL
KNOX BOX OR APPROVED EQUAL
POSTS 10' ON
CENTER, TYP.
CARD READER, KEY PAD, AND SPEAKER
AT TRUCK LEVEL, TYP.
FENCING DETAILS
R-417473TED-27-4174CURRENT PLANNING
Clark Close 12/10/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
1.33' MIN.
2' MIN.
4" O.D. SCHEDULE 80 OR 4"
SQUARE X 1
4" WALL POWDER
COATED BLACK GATE POST, TYP.
CHAIN LINK FABRIC, POLYVINYL COATED BLACK
(9 GA. 1" MESH WITH 70,000 PSI STRENGTH), TYP.
BOLLARD TO BE PAINTED WITH
A TWO-PART POLYESTER
EPOXY IN SAFETY YELLOW
8" DIAMETER STEEL
BOLLARD, CONCRETE FILLED
2.50'
TYPICAL BOLLARD DETAIL
NTS
TYPICAL CHAIN LINK ACCESS GATE DETAIL
NTS
SECTION A - A
NTS
1.50'
1" MIN.
1.50'
1.00'
0.50'
1.20'
DOMED CONCRETE
0.23'
0.35'
8" DIAMETER STEEL
BOLLARD, CONCRETE FILLED
FOUNDATION GRADE BREAK
EDGE OF CONCRETE
FOUNDATION
FOUNDATION
GRADE BREAK
BRACE RAIL, TYP.
MECHANICAL LOCK
STEEL METAL PLATE PROTECTOR
18" POWDER COATED
TUBE STEEL
BARREL OR
POWER HINGES
1-5/8" O.D. SCHEDULE
40 BRACING
CONCRETE
FOUNDATION
3.00'
1.17'
8.00'
6.00'
OR 8.00'
PER PLAN
4" X 4" SQUARE POWDER
COATED BLACK POST, TYP.
0.17' MAX.
GAP
FINISHED GRADE
SURFACE AT
FENCE LINE 4.00' MIN.
7.83'
8.16'
1-1/2" 16 GA TOP RAIL
POWDER COATED BLACK
3/4" VERTICAL PICKETS
POWDER COATED BLACK
TYPICAL METAL PICKET FENCE DETAIL
NTS
POST ORNAMENT, TYP.
TYPICAL GATE MOTOR PAD DETAIL
NTS
3
-
2
-
1
-
4
-
3' MIN.
CONTRACTOR SHALL MAKE GATE
OPERATOR FOOTING THE
MINIMUM DIMENSION SHOWN OR
LARGER TO FIT MANUFACTURERS
MOTOR HOUSING WITH 4" MIN.
CLEARANCE ON ALL SIDES
4" MIN.
LOCKING GATE CONTROL
MOTOR HOUSING SIZE PER
MANUFACTURER
CONTRACTOR SHALL
COORDINATE MOTOR AND
MOTOR FOUNDATION WITH
ELECTRICAL DRAWINGS AND
MANUFACTURERS
REQUIREMENTS FOR
PROXIMITY TO SLIDE GATES
2" MIN.
6" MAX.
FINISHED GRADE SURFACE
ELEVATIONPLAN
LOCKING GATE CONTROL
MOTOR HOUSING SIZE PER
MANUFACTURER
NOTE TO REVIEWER:
8' HIGH CAN BE
ACCOMPLISHED
WITH PICKET, 6' HIGH
WITH FLAT TOP BAR
5.00' MIN. TYP.
1.33'
FENCING DETAILS
R-417474TED-27-4174CURRENT PLANNING
Clark Close 12/10/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
1.33' MIN.
TYPICAL METAL PICKET FENCE SLIDE GATE DETAIL
NTS
4.00' MIN.
OPENING PER PLAN
ELEVATION
FENCE POST BEYOND GATE, TYP.TAIL GATE COUNTER BALANCE PER MANUFACTURER
SLIDE GATE DIMENSION PER MANUFACTURER
GATE POST, TYP.
GATE POST, TYP.
GATE CATCH
GATE SUPPORT BEAM
BY MANUFACTURER
VERTICAL PICKETS TO
MATCH FENCE, TYP.GATE SUPPORT BEAM
ROLLER ASSEMBLY PER
MANUFACTURER, TYP.
GATE ROLLER ASSEMBLY FOOTING
PER MANUFACTURER, TYP.
NUMBER AND SPACING PER MANUFACTURER
FENCE POST BEYOND GATE, TYP.
FENCE PANEL, TYP.
GATE POST, TYP.
OPENING PER PLAN
SLIDE GATE DIMENSION PER MANUFACTURER
TAIL GATE COUNTER BALANCE PER MANUFACTURER
SIZE AND LOCATION OF GATE
MOTOR PER MANUFACTURER
GATE ROLLER ASSEMBLY FOOTING
PER MANUFACTURER, TYP.
PLAN
1
-
6.00'
OR 8.00'
PER PLAN
FENCING DETAILS
R-417475TED-27-41741.ALL VEHICLE ACCESS GATES SHALL
MEET FIRE DEPARTMENT AUTOMATIC
GATE OPENING REQUIREMENTS
INCLUDING CLICK 2 ENTER DEVICE
GENERAL NOTES
1
CURRENT PLANNING
Clark Close 12/10/2021
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Department of Natural Resources and Parks
Parks and Recreation Division
Capital Projects Section
201 S. Jackson St., Suite 700, Seattle, WA 98104
Christie True, Director
KING COUNTY PARKS
CENTRAL MAINTENANCE FACILITY
3005 NE 4th StreetRenton, WA 98056
R
KNOW WHAT'S BELOW.
BEFORE YOU DIG.
(UTILITY LOCATIONS ARE APPROX.)
CALL 2 BUSINESS DAYS
PROJECT # KC PARKS 1122161
KING COUNTY PARKS- RENTON SHOP
PROJECT MANAGER BRENDA BRADFORD KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYPR:1434000012LUA:19-000090KING_COUNTY_PARKS_CENTRAL_MAINTENANCE_FACILITYC21000363KING_COUNTY_PARKS_CENTRAL_MAINTENANCE
FACILITY_RENTON_SHOP
P
(RENTON SHOP)
TYPICAL METAL PICKET FENCE GATE DETAIL
NTS
ELEVATION
1
-
4" SQUARE X 1
4" WALL POWDER
COATED BLACK GATE POST, TYP.
METAL PICKET TO MATCH FENCE
MECHANICAL LOCK
STEEL METAL PLATE PROTECTOR
18" POWDER COATED
TUBE STEEL
BARREL OR
POWER HINGES
1-5/8" O.D. SCHEDULE
40 BRACING
CONCRETE
FOUNDATION
3.00'
1.17'
6.00'
5.00' MIN. TYP.
1.33'
FENCING DETAILS
R-417476TED-27-4174CURRENT PLANNING
Clark Close 12/10/2021