HomeMy WebLinkAboutCD-4362IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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CHIPOTLE RENTON
LOCATED IN RENTON, WA
LOT Y OF KING COUNTY BOUNDARY LINE ADJUSMENT NO. L07L0040
REC 2007082290006 - LOCATED IN NE 1/4 OF NW 1/4 OF 32-23-05
SITE MAP
VICINITY MAP
NORTH
AB - AGGREGATE BASE
AC - ASPHALT
AHJ - AUTHORITY HAVING JURISDICTION
BC - BACK OF CURB
BS - BOTTOM OF STAIR
BLDG - BUILDING
BW - BACK OF WALK
CAB - COMPACTED AGGREGATE BASE
CB - CATCH BASIN
CF - CURB FACE
C/L - CENTERLINE
CONC.- CONCRETE
CONST.- CONSTRUCT, CONSTRUCTION
CSG - COMPACTED SUBGRADE
DF - DEEPENED FOOTING
DI - DRAIN INLET
DW - DOMESTIC WATER
E - EAST
EG - EDGE OF GUTTER
ELEC - ELECTRIC
EP - EDGE OF PAVEMENT
FF - FINISHED FLOOR
FG - FINISHED GRADE
FL - FLOW LINE
FS - FINISHED SURFACE
FW - FIRE WATER
G - GAS
GB - GRADE BREAK
HP - HIGH POINT
INV - INVERT
IRR - IRRIGATION WATER
JS - JUNCTION STRUCTURE
LP - LOW POINT
MH - MANHOLE
N - NORTH
PCC - PORTLAND CEMENT CONCRETE
P/L - PROPERTY LINE
PUE - PUBLIC UTILITY EASEMENT
PVC - POLYVINYL CHLORIDE
R - RADIUS OR RIDGE
RD - ROOF DRAIN
RW - RECLAIMED WATER
R/W - RIGHT-OF-WAY
S - SEWER OR SOUTH
SD - STORM DRAIN
STA - STATION
SS - SANITARY SEWER
SPPWC - STANDARD PLANS FOR PUBLIC
WORKS CONSTRUCTION
SW - SIDE WALK
T - TELEPHONE
TC - TOP OF CURB
TS - TOP OF STAIR
VIF - VERIFY IN FIELD
W - WATER OR WEST
XXX.XX - PROPOSED ELEVATION
(XXX.XX)- EXISTING ELEVATION
ABBREVIATIONS LAND DISTURBING ACTIVITY
EXISTING IMPERVIOUS SURFACE 0.66 AC
EXISTING PERVIOUS SURFACE 0.19 AC
PROPOSED IMPERVIOUS SURFACE 0.65 AC
PROPOSED PERVIOUS SURFACE 0.20 AC
NEW + REPLACED IMPERVIOUS
SURFACE 0.11 AC
TOTAL LAND DISTURBANCE 0.15 AC
UNDISTURBED AREA 0.70 AC
EARTHWORK QUANTITIES
CUT FILL
17 CY 258 CY
DRAWING INDEX
SHEET NUMBER SHEET TITLE
C1.0 COVER SHEET
C1.1 GENERAL NOTES
C1.2 EXISTING CONDITIONS
C2.0 DEMO PLAN
C3.0 TESC PLAN
C4.0 SITE PLAN
C5.0 GRADING AND DRAINAGE PLAN
C6.0 UTILITY PLAN
C6.1 SEWER AND WATER PROFILES
C6.2 LIGHTING PLAN
C7.0 DETAIL SHEET 1
C7.1 DETAIL SHEET 2
C7.2 DETAIL SHEET 3
C7.3 DETAIL SHEET 4
C7.4 DETAIL SHEET 5
L0.0 COVER
L1.0 MATERIALS PLAN
L2.0 SOILS PLAN
L5.0 LANDSCAPE PLAN
PROJECT TEAM
PARCEL NO: 3223059065
ACRES: 3.62 AC
PROPERTY ZONING: COMMERCIAL ARTERIAL (CA)
CURRENT PROPERTY USE:EXISTING BANK WITH DRIVE-THRU
PROJECT INFORMATION
UTILITY PURVEYORS
WATER:SOOS CREEK WATER & SEWER DISTRICT 253-630-9900
DRAINAGE:CITY OF RENTON 425-430-7339
SEWER: SOOS CREEK WATER & SEWER DISTRICT 253-630-9900
ELECTRIC:PUGET SOUND ENERGY 888-225-5773
NATURAL GAS:PUGET SOUND ENERGY 888-225-5773
SURVEY NOTES
DEVELOPER
TONY HALSEY, PE
KITE REALTY GROUP
30 S MERIDIAN ST, SUITE 1100
INDIANAPOLIS, IN 46204
317-713-5653
CIVIL ENGINEER
TAYLOR BELLEFEUILLE, PE
KIMLEY-HORN
1201 3RD AVE, SUITE 2800
SEATTLE, WA, 98101
206-800-1889
LANDSCAPE ARCHITECT
ALAN MCWAIN
KIMLEY-HORN
1201 3RD AVE, SUITE 2800
SEATTLE, WA, 98101
206-536-2735
ARCHITECT
BILL BARTON
PM DESIGN GROUP
19401 40TH AVE WEST, SUITE 420
LYNWOOD, WA 98036
425-405-7747
LOT Y OF KING COUNTY BOUNDARY LINE ADJUSTMENT NO. LO7L0040, ACCORDING TO THAT BOUNDARY LINE
ADJUSTMENT RECORDED AUGUST 22, 2007 UNDER RECORDING NO. 20070822900006, IN KING COUNTY, WASHINGTON.
PROJECT LOCATION
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PROJECT
LOCATION
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SCALE: 1" = 250'
17803 & 17805 108TH AVE SE, RENTON, WA, 98055
C1.0
6/24/25
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COVER SHEET
CHIPOTLE 108TH AVE SE
SCALE: 1" = 30'
152025/06/25
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R-436201
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
jding 07/22/2025
CURRENT PLANNING
Surface Water Enginering
jfarah 07/23/2025
REGIONAL FIRE AUTHORITY
cthomas 07/28/2025
APPROVED
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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EROSION & SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES
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, IF IT IS REQUIRED FOR THE PROJECT. 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 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 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 CONVEYER 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.
SURFACE WATER STANDARD PLAN NOTES
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, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY
OTHER CONSTRUCTION ( E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). 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 SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 ( WA STATE PLANE, NORTH), UNLESS
OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE 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 SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL
INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS
PLACEMENT AND 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, 204. 40, AND 204. 50. STRUCTURES SHALL HAVE:
14.1.RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY.
14.2.ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE
CURB/ GUTTER LINE.
14.3.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.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A
MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH.
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:
18.1.4 - 8 INCH ROCK / 40 - 70% PASSING;
18.2.2 - 4 INCH ROCK / 30 - 40% PASSING; AND
18.3.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” OR " DRAIN" 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 SECTION 7-04.3(1)
OF THE WSDOT STANDARD 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 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.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20
INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10
MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE
PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED
ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE,
THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE
CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER
TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY
BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR
TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781.
SOOS CREEK WATER & SEWER DISTRICT WATER NOTES
1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK WATER & SEWER
DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT".
2.THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY
THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION.
3.PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND
STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED.
4.FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS
TO BE DEVELOPER'S/CONTRACTORS EXPENSE.
5.RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH
RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE
PAID BEFORE ACCEPTANCE BY THE DISTRICT.
6.NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE
AND ALL EASEMENTS. MAKE APPLICATION TO THE DISTRICT FOR WATER METER INSTALLATION FOR EACH WATER
SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND
ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR
THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT).
7.ALL COSTS OF WATER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR.
8.PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR.
9.THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A PRECONSTRUCTION
MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING, THE DEVELOPER/CONTRACTOR SHALL
NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR WORKING DAYS) BEFORE STARTING
WORK.
10.THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTION TO MEET PERMIT REQUIREMENTS.
INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE.
SOOS CREEK WATER & SEWER DISTRICT SEWER NOTES
1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF SOOS CREEK WATER AND SEWER
DISTRICT, ALSO REFERRED TO HEREINAFTER AS "DISTRICT"/
2.THE DEVELOPER SHALL FURNISH THE DISTRICT A COPY OF THE COMMERCIAL AND/OR SUBDIVISION PLANS APPROVED BY
THE GOVERNING AGENCY PRIOR TO ANY SEWER MAIN CONSTRUCTION.
3.PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED, GRADED, AND
STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED.
4.FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING THE MAINS
TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE.
5.RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR INSPECTING SUCH
RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE STANDARD CHARGES, AND SHALL BE
PAID BEFORE ACCEPTANCE BY THE DISTRICT.
6.NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL OF SALE AND
ALL EASEMENTS. OBTAIN SIDE SEWER PERMIT FROM THE DISTRICT FOR EACH SIDE SEWER CONNECTION PRIOR TO
MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A
WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED
A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT).
7.ALL COSTS OF SEWER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR.
8.PROPERTY CORNERS SHALL BE PINNED WITH REFERENCE TACK ON CURBS BY THE DEVELOPER/CONTRACTOR.
9.THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS (REGULAR
WORKING DAYS) BEFORE STARTING WORK.
10.THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT REQUIREMENTS.
INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE.
11.CONNECTION TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE DISTRICT AND
ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE.
12.EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES.
13.ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE PERMITTED TO
ENTER THE EXISTING SYSTEM.
C1.1
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GENERAL NOTES
CHIPOTLE 108TH AVE SE
DECISION (CITY OF RENTON CONDITION OF APPROVAL):
THE REDEVELOPMENT OF FORMER BANK OF AMERICA AT BENSON CENTER CONDITIONAL USE PERMIT AND STREET
STANDARDS WAIVER, FILE NO. LUA25-000052, CUP-A, W, AS DEPICTED IN EXHIBIT 2, IS APPROVED AND IS SUBJECT TO THE
FOLLOWING CONDITIONS:
1.A DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT SUBMITTAL THAT PROVIDES
FINAL LOCATIONS, SIZES, QUANTITIES, PLANTING DETAILS, AND OTHER APPLICABLE ITEMS AS SET FORTH IN THE RMC
4-8-120 SUBMITTAL REQUIREMENTS. THE DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING
PROJECT MANAGER FOR REVIEW AND APPROVAL.
2.THE APPLICANT SHALL SUBMIT A RETAINING WALL DETAIL WITH THE CIVIL PLAN SET SUBMITTED AT THE TIME OF
CONSTRUCTION PERMIT REVIEW. THE RETAINING WALL DETAIL SHALL BE PROVIDED TO THE CURRENT PLANNING
PROJECT MANAGER FOR REVIEW AND APPROVAL.
3.THE APPLICANT SHALL SUBMIT A REVISED REFUSE AND RECYCLING PLAN WITH THE BUILDING PERMIT APPLICATION THAT
PROVIDES A DETAIL SHEET INDICATING THE SELF-CLOSING DOOR MECHANISM. THE REVISED PLAN SHALL BE REVIEWED
AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO BUILDING PERMIT ISSUANCE.
4.THE APPLICANT SHALL PROVIDE DETAILS REGARDING THE DESIGN, COLOR, AND BRAND FOR THE PROPOSED OUTDOOR
SEATING AND FURNITURE, FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO
BUILDING PERMIT ISSUANCE.
5.A SIGN PACKAGE IN COMPLIANCE WITH THE URBAN DESIGN DISTRICT D STANDARDS SHALL BE SUBMITTED WITH THE SIGN
PERMIT APPLICATION, PROPOSED SIGNAGE SHOULD BE COORDINATED WITH THE OVERALL BUILDING DESIGN. THE SIGN
PACKAGE SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL.
6.THE APPLICANT SHALL SUBMIT A DETAILED LIGHTING PLAN AT THE TIME OF CIVIL CONSTRUCTION PERMIT APPLICATION
THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES.
THIS PLAN SHOULD INCLUDE DETAILS REGARDING PEDESTRIAN-SCALE LIGHTING AROUND THE PRIMARY BUILDING
ENTRANCE. THE LIGHTING PLAN SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING
PROJECT MANAGER AT THE TIME OF BUILDING PERMIT REVIEW.
7.PROJECT CONSTRUCTION BE REQUIRED TO COMPLY WITH THE RECOMMENDATIONS FOUND IN THE LIMITED
GEOTECHNICAL REPORT, PREPARED BY PANGEO, INC. JANUARY 13, 2025, AND ANY FUTURE ADDENDA.
8.THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECT'S CONSTRUCTION AND BUILDING PERMIT
PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE GEOTECHNICAL ENGINEER SHALL SUBMIT A
SEALED LETTER OR MEMO STATING THAT HE/SHE HAS REVIEWED THE CONSTRUCTION AND BUILDING PERMIT PLANS AND
IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT(S).
9.THE APPLICANT'S GEOTECHNICAL ENGINEER SHALL PROVIDE NOTES ON THE CONSTRUCTION AND BUILDING PERMIT
PLANS IDENTIFYING WHEN ON-SITE GEOTECHNICAL ENGINEER SUPERVISION OF CONSTRUCTION EVENTS IS
RECOMMENDED.
10.UNLESS OTHERWISE APPROVED BY THE CURRENT PLANNING PROJECT MANAGER THROUGH THE MODIFICATION
APPLICATION PROCESS, THE CIVIL PLANS SHALL BE REVISED TO INCLUDE AN EIGHT-FOOT (8') WIDE SIDEWALK AND AN
EIGHT-FOOT (8') WIDE STREET TREE PLANTER STRIP. THE REVISED CIVIL PLANS SHALL BE SUBMITTED AT THE TIME OF
CONSTRUCTION PERMIT REVIEW FOR THE REVIEW AND APPROVAL BY THE DEVELOPMENT ENGINEERING PLAN
REVIEWER.
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R-436202
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
LEGEND
PROPERTY LINE
EASEMENT
EX
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6/24/25
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EXISTING
CONDITIONS
CHIPOTLE 108TH AVE SE
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R-436203
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
10
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PROPERTY LINE
PROPERTY LINE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
LEGEND
PROPERTY LINE
EASEMENT
SAWCUT LIMITS
APPROXIMATE LIMITS OF WORK
PAVEMENT TO BE REMOVED
SIDEWALK TO BE REMOVEDDE
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REMOVE EXISTING CONCRETE CURB.
DEMOLITION KEYNOTES
PROTECTION KEYNOTES
REMOVE EXISTING WHEELSTOP
DEMO NOTES
1.THIS DEMOLITION PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND
CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF
DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF
DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE
PROPOSED CONSTRUCTION.
2.CONTRACTOR IS TO RESTORE ALL OFF-SITE DISTURBED AREAS TO EXISTING CONDITIONS AFTER
CONSTRUCTION.
3.LOCATIONS OF EXISTING UTILITIES ARE FOR REFERENCE ONLY. CONTRACTOR IS TO FIELD VERIFY THE
HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO CONSTRUCTION.
4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF WORK WITH REPRESENTATIVE
UTILITY COMPANIES AND FOR THE IMPLEMENTATION OF REQUIRED UTILITY-RELATED WORK.
5.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE UPON ENCOUNTERING
ANY HAZARDOUS MATERIALS DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES. THE
CONTRACTOR SHALL DOCUMENT THE SAME TO THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTION
AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN.
6.DISCONNECTION OF SERVICES AND SYSTEMS SUPPLYING UTILITIES TO BE ABANDONED OR DEMOLISHED
SHALL BE COMPLETED PRIOR TO OTHER SITE DEMOLITION IN FULL COMPLIANCE WITH APPLICABLE
CODES, REGULATIONS, AND THE REQUIREMENTS OF THE UTILITY HAVING JURISDICTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THE UTILITY, PAYMENT OF
ASSOCIATED FEES AND PROCUREMENT OF ALL NECESSARY PERMITS.
7.PRIOR TO REMOVAL OF MATERIALS OVER EXISTING UTILITY SYSTEMS, THE CONTRACTOR SHALL
DOCUMENT EXISTING CONDITIONS AND, IF DIFFERENT FROM CONDITIONS AS REPRESENTED ON THE
PLANS, NOTIFY THE OWNER'S REPRESENTATIVE AND OBTAIN DIRECTIONS AS TO THE APPROPRIATE
ACTION(S) TO BE TAKEN.
8.THE CONTRACTOR SHALL PROTECT AND PREVENT DAMAGE TO EXISTING ON-SITE UTILITY DISTRIBUTION
FACILITIES THAT ARE TO REMAIN. ACTIVE UTILITY DISTRIBUTION FACILITIES ENCOUNTERED DURING
DEMOLITION AND/OR CONSTRUCTION ACTIVITIES SHALL BE SHUT OFF AT THE SERVICE MAIN WITH THE
APPROVAL OF THE OWNER'S REPRESENTATIVE.
9.DURING DEMOLITION AND/OR CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL IMMEDIATELY
NOTIFY THE OWNER'S REPRESENTATIVE UPON ENCOUNTERING ANY EXISTING UTILITIES AND/OR UTILITY
SYSTEM STRUCTURES NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL DOCUMENT THE SAME
AND FORWARD THE INFORMATION TO THE RESIDENT ENGINEER / OWNER'S REPRESENTATIVE, AND
OBTAIN DIRECTION AS TO THE APPROPRIATE ACTION(S) TO BE TAKEN.
9.CONTRACTOR SHALL SECURE ALL REQUIRED CONSTRUCTION PERMITS. ANY PAVEMENT REPLACEMENT
WITHIN THE RIGHT-OF-WAY SHALL MATCH THE EXISTING PAVEMENT SECTION UNLESS OTHERWISE
INDICATED.
10.FOR ALL UTILITIES TO BE RELOCATED, THE SERVICE SHALL NOT BE INTERRUPTED WITHOUT PRIOR
WRITTEN APPROVAL FROM THE OWNER.
11.CONTRACTOR IS RESPONSIBLE TO SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION
IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME.
12.THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO
BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND
MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL
REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY
PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE.
6/24/25
4
DEMO PLAN
CHIPOTLE 108TH AVE SE
RELOCATE EXISTING FIRE HYDRANT
RELOCATE EXISTING WATER METER, SEE UTILITY PLAN FOR DETAIL
RAISE EXISTING CATCH BASIN TO FINISH GRADE
PROTECT IN PLACE EXISTING MONUMENT SIGN AND POWER CONDUIT
PROTECT IN PLACE EXISTING CATCH BASIN
REMOVE EXISTING PARKING LOT STRIPING
REMOVE EXISTING BUILDING CANOPY, REFER TO ARCHITECTURAL PLANS
REMOVE EXISTING WATER LINE
REMOVE EXISTING SEWER STRUCTURE
PROTECT IN PLACE EXISTING RETAINING WALL
REMOVE EXISTING POWER LINE
PROTECT IN PLACE EXISTING LIGHT POLE
PROTECT IN PLACE EXISTING SIDE SEWER
PROTECT IN PLACE EXISTING STORM PIPE
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DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
PROPERTY LINE
10
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PRIVATE ROAD
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
LEGEND
PROPERTY LINE
EASEMENT
APPROXIMATE LIMITS OF WORK
STORM DRAIN INLET FILTER
PROTECTION (216.30)
6' HT CHAIN-LINK FENCE
SAWCUT LIMITS
CONSTRUCTION ENTRANCE
REMOVE EXISTING PAVEMENT
REMOVE EXISTING SIDEWALK
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TESC PLAN
CHIPOTLE 108TH AVE SE
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE ON-SITE INSPECTOR.
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, IF IT IS REQUIRED FOR THE PROJECT. THE
APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO THE ECOLOGY
ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS
THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT WITH THE CONSTRUCTION
STORMWATER GENERAL PERMIT.
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 ACCORDANCE WITH THE 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 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 1 THROUGH APRIL 30) OR SEVEN DAYS DURING THE
DRY SEASON (MAY 1 THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC OVER METHODS (E.G. SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH
APPENDIX D OF THE RENTON SDM.
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 MEASURE, 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
OCCURE 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 GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST
THREE 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 1), 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 THE 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
RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE
OF ROAD RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING
CODE.
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R-436205
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
PROPERTY LINE
PROPERTY LINE
PEDESTRIAN PATH
WITH SPEED TABLE (2) BIKE RACKS
PARKING FOR 4 BIKES
TRASH ENCLOSURE
PROPOSED
SERVICE RAMP
"EXIT ONLY - DO
NOT ENTER" SIGN
"DIGITAL PICKUP" SIGN
MOUNTED "STOP" SIGN (MUTCD R1-1) AND 16" STOP
BAR MARKING PER COR STD DTLS 109 AND 129
"EXIT" SIGN
DETECTABLE WARNING STRIP
AT BOTH ENDS OF DRIVE AISLE
CROSSING
PROPOSED
BUILDING
OVERHEAD, TYP
4" WIDE LANE LINE
PEDESTRIAN CROSSWALK
STRIPING
PEDESTRIAN CROSSWALK
STRIPING
PARKING STRIPE
(TYP.)
ADA
PARKING
SIGNS
SITE FENCE
"ADDITIONAL PARKING"
SIGN
R3.0'
R
1
1
.
0
'
R2.
0
'
R3.0'R3.0'R3.0'
R3.0
'
R5.
0
'R1.5'
PARALLEL CURB
RAMP (STANDARD
PLAN F-40.12-03)
R
6
.
0
'
R6.0'
R2.0'
R3.0'
ADA PARKING
SIGNS
PRIVATE ROAD
PARCEL NUMBER: 3223059016
PRESENT USE: SHOPPING CTR
(COMMUNITY)
9.
0
'
8.
0
'
9.
0
'
18.0'
10
8
T
H
A
V
E
S
E
PROPOSED FRONTAGE IMPROVEMENTS
PROPOSED ROCKERY WALL PER DETAIL ON
SHEET C7.4. ROCKERY WALL BY SEPARATE
PERMIT.
8.0'8.0'
5.2'
5.0'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
PARKING COUNTS
EXISTING PROPOSED SQUARE FOOTAGE
STANDARD VEHICLE PARKING 18 22 3,564 SF (18'X9')
COMPACT VEHICLE PARKING 8 4 480 SF (15'X8')
ADA PARKING 2 2 324 SF (18'X9')
BICYCLE PARKING 0 4 0 SF
LEGEND
PROPERTY LINE
SETBACK LINE
EASEMENT
6" CONCRETE CURB
PAVEMENT MARKINGS
EXISTING ASPHALT
PROPOSED ASPHALT
PROPOSED CONCRETE PAVEMENT
PROPOSED CRACK SEAL AND SEAL COAT ASPHALT
PROPOSED BIKE RACK
PROPOSED OVERHEAD CLEARANCE BAR
PROPOSED SITE SIGN
PROPOSED WHEEL STOP
PROPOSED LIGHT POLE (SEE ARCHITECTURAL PLANS FOR
CONDUIT ROUTING AND POWER SOURCE)
PROPOSED ROCKERY (SEE DETAIL ON SHEET C7.4)
PROPOSED PEDESTRIAN HAND RAIL
SI
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NORTH
C4.0
6/24/25
6
SITE PLAN
CHIPOTLE 108TH AVE SE
15
1
1
1
1
1
2025/06/25
TE
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3
6
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2
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R-436206
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
399.32 ± ME
399.33 SW
399.57 ± ME
399.57 SW
399.40 SW
399.45 SW
390.13 P
390.15 P
390.49 P
390.45 P
391.35 ± ME391.27 ± ME
389.42 ± ME
389.82 ± ME
389.81 ± ME
389.94 ± ME389.98 ± ME
389.96 ± ME
389.84 ± ME
389.77 ± ME
389.52 ± ME
389.11 ± ME
389.00 ± ME
389.51 ± ME
389.10 ± ME
389.42 ± ME
384.97 ± ME
384.84 ± ME 386.76 ± ME
386.73 ± ME
385.57 ± ME 388.05 ± ME
389.77 TC
389.27 BC
389.69 TC
389.19 BC
389.74 TC
389.24 BC
386.96 TC
386.46 BC385.71 TC
385.21 BC
387.08 TC
386.58 BC
390.27 TC
389.77 BC390.02 TC
389.52 BC
390.79 ± ME
390.72 ± ME
388.89 ± ME
388.24 ± ME
388.07 ± ME
388.15 ± ME
388.51 ± ME
389.40 ± ME
388.74 SW
388.71 SW
388.92 TC
388.42 BC
388.69 ± ME
388.65 ± ME
388.46 ± ME
390.36 TC
389.86 BC
391.05 TC
390.55 BC
389.07 TC
388.57 BC388.59 ± ME
390.33 TC
389.83 BC
385.58 TC
385.08 BC
386.93 TC
386.43 BC
385.59 TC
385.09 BC 389.59 TC
389.09 BC
390.44 TC
389.94 BC
388.94 TC
388.44 BC
388.75 TC
388.25 BC
390.39 TC
389.89 BC
390.89 TC
390.39 BC
390.48 TC
389.98 BC
390.27 TC
389.77 BC
389.68 TC
389.18 BC
389.63 TC
389.13 BC
399.53 ± ME
399.29 ± ME
388.29 ± ME
388.64 TC
388.14 BC
390.22 TC
389.72 BC
SEE ADA DETAIL
390.16 TC
389.66 BC
392.54 TW
389.22 BW
PRIVATE ROAD
SS CLEANOUT 2
RIM: 389.93
SS CLEANOUT 1
RIM: 390.16
390.27 FFE
10
8
T
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A
V
E
S
E
(EX.) CB
RIM: 389.19
RAISE CB TO GRADE
INV (EX): 385.22
INV: 385.32
SEE ENTRY DETAIL
389.71 TC
389.21 BC
CB-01
RIM: 388.12
(EX) INV: 386.41
(EX) INV: 385.62
(EX) INV: 385.09
(EX) INV: 384.89
INV: 378.40
389.67 ± ME
388.70 ± MEFFE: 390.27
390.52 BW
390.00 BW
392.50 TW
389.73 BW
392.38 TW
392.72 TW
399.36 SW
392.51 TW390.70 BW
396.70 TW
393.29 BW
396.70 TW
393.20 BW
399.70 ± ME
392.72 TW
391.88 BW
391.51 ± ME
CONNECT TO
ROCKERY WALL DRAIN
INV: 386.00
30 LF OF 6" PVC
CB-O2
RIM: 396.84
INV: 378.05
(EX) INV: 377.95
35 LF OF 12" PVC
PIPE ENCASEMENT
PER COR STD PLAN 412
389.40 ± ME
389.31 ± ME
389.98 ± ME
389.88 ± ME
389.19 ± ME
389.08 ± ME
389.70 ± ME
389.61 ± ME
389.46 ± ME
389.45 ± ME
389.49 ± ME
389.60 ± ME 390.27 FFE390.18 TC
389.68 BC
390.20 TC
389.70 BC
390.21 TC
389.71 BC
390.23 SW
390.23 SW
389.76 SW
390.27 TC
389.77 BC
389.40 ± ME
389.46 ± ME
388.37 ± ME
388.41 ± ME 388.47 ± ME
389.82 ± ME
389.81 ± ME
389.94 ± ME389.98 ± ME
390.47 TC
390.25 TC
389.75 BC
390.22 SW
390.22 SW
389.41 TC
388.91 BC
389.23 TC
388.73 BC
388.41 ± ME
389.50 P
389.74 P
390.27 FFE
390.27 FFE
389.71 TC
389.21 BC
388.93 LP
389.50 P
389.29 SW
389.64 SW
390.01 SW
389.87 SW
FFE: 390.27
388.95 P
389.55 TC
389.05 BC
390.05 TC
389.55 BC
390.24 TC
389.74 BC
390.27 FFE
390.27 FFE
390.27 FFE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
GRADING & DRAINAGE NOTES
1.ADA ACCESSIBLE SPACES ARE DESIGNED TO
HAVE A MAXIMUM SLOPE OF 2.0% IN ANY
DIRECTION.
2.THE PROPOSED ACCESSIBLE PATH SIDEWALKS
AROUND THE BUILDING AND ALONG THE
PROPERTY FRONTAGES SHALL HAVE A MAXIMUM
2% CROSS SLOPE AND 5% LONGITUDINAL SLOPE.
3.CONTRACTOR TO VERIFY DEPTH OF EXISTING
UNDERGROUND UTILITIES PRIOR TO PLACEMENT
OF ANY PAVEMENT AND NOTIFY KIMLEY-HORN IF
ANY CONFLICTS EXIST.
4.TOP OF CURB SHALL BE 6" ABOVE PAVEMENT
ELEVATION UNLESS OTHERWISE SPECIFIED.
PROPERTY LINE
EXISTING CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED SPOT ELEVATION
GRADING LEGEND
XXX.XX
GR
A
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A
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A
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NORTH
C5.0
6/24/25
7
GRADING AND DRAINAGE PLAN
CHIPOTLE 108TH AVE SE
ADA DETAILED GRADING
NORTH
NORTH
ENTRY DETAILED GRADING
SPOT ELEVATION LEGEND
TC TOP OF CURB
HP HIGH POINT
ME MATCH EXISTING
P TOP OF PAVING
BW BOTTOM OF WALL
BC BOTTOM OF CURB
LP LOW POINT
SW SIDEWALK
TW TOP OF WALL
15
1
1
1
1
1
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1
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1
2025/06/25
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R-436207
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
Surface Water Enginering
jfarah 07/23/2025
CO-02
3 LF OF 6" PVC @ 1.53%
1 LF OF 6" PVC @ 4.21%
3 LF OF 6" PVC @ 1.99%
7 LF OF 6" PVC @ 2.00%
6 LF OF 6" PVC @ 2.78%
CO-01
SS-07
90 LF OF 6" EX PVC @ 5.67%
SS-08 CO-05
10
8
T
H
A
V
E
S
E
PROPERTY LINE
PROPERTY LINE
PROPOSED OLDCASTLE GGI-1500
1500-GAL GREASE INTERCEPTOR
PROPOSED CONNECTION TO 2" GAS MAIN
PROPOSED GAS SERVICE
PROPOSED FIRE HYDRANT
CONTRACTOR TO TRENCH
AND LAY CONDUIT FOR
POWER AND COMMUNICATION
LINES - (6) 2" CONDUITS FOR
ELECTRICAL WIRES, (2) 2"
CONDUITS FOR
COMMUNICATION WIRES; PSE
TO PULL POWER LINE - REFERENCE
PSE ELECTRIC SERVICE HANDBOOK
FOR NON RESIDENTIAL PROJECTS
PROPOSED 2" BACKFLOW
PREVENTOR ASSEMBLY,
VAULT PER DETAIL W-18
MJ (SEE DETAIL W-25A/W-25B)
PROPOSED METER VAULT
FL (SEE DETAIL W26B)
PROPOSED 2" DOMESTIC WATER SERVICE
PROPOSED SADDLE CONNECTION
TO WATER MAIN (W-20)
CONTRACTOR TO POTHOLE
EXISTING SEWER LINE AND
NOTIFY ENGINEER OF ANY
DISCREPANCIES IN LOCATION
OR ELEVATION PRIOR TO
INSTALLATION
CONTRACTOR TO POTHOLE
EXISTING WATER LINE AND
NOTIFY ENGINEER OF ANY
DISCREPANCIES IN LOCATION
OR ELEVATION PRIOR TO
INSTALLATION
PRIVATE ROAD
PROPOSED LIGHT POLE
LOOP DETECTOR
BY OTHERS
CO-07
PROPOSED POWER POLE
RELOCATION BY PSE;
CONTRACTOR TO TRENCH
AND LAY CONDUIT FOR
POWER AND COMMUNICATION
LINES - (6) 2" CONDUITS FOR
ELECTRICAL WIRES, (2) 2"
CONDUITS FOR
COMMUNICATION WIRES; PSE
TO PULL POWER LINE - REFERENCE
PSE ELECTRIC SERVICE HANDBOOK
FOR NON RESIDENTIAL PROJECTS
PROPOSED TRANSFORMER
VAULT AND UNDERGROUND
CONDUIT BY CONTRACTOR,
PSE TO PLACE TRANSFORMER
CO-06
DPD-01
12 LF OF 6" PVC @ 1.41%4 LF OF 6" PVC @ 1.55%
11 LF OF 4" PVC @ 7.81%
77 LF OF 4" PVC @ 6.38%
PROPOSED 2"
VENT LINE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
UTILITY LEGEND
PROPERTY LINE
PROPOSED PVC SANITARY SEWER PIPE (BY SEPARATE PERMIT)
PROPOSED 2" WATER PIPE (BY SEPARATE PERMIT)
PROPOSED GAS LINE (BY SEPARATE PERMIT)
PROPOSED POWER LINE (BY SEPARATE PERMIT)
PROPOSED LIGHT POLE (SEE ARCHITECTURAL PLANS FOR
CONDUIT ROUTING AND POWER SOURCE)
PROPOSED FIRE HYDRANT ASSEMBLY (PER DETAIL NO 310.1, SEE
SHEET C7.1)
EXISTING SANITARY SEWER CLEANOUT
PROPOSED 2" WATER METER (PER DETAIL NO 320.2, SEE SHEET
C7.1)
PROPOSED BACKFLOW PREVENTOR ASSEMBLY (PER DETAIL NO.
W-25, SEE SHEET C7.1)
1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK
WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT".
2.THE DEVELOPER SHALL FURNISH THE DISTRICT WITH A COPY OF THE COMMERCIAL AND/OR
SUBDIVISION PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN
CONSTRUCTION
3.PRIOR TO CONSTRUCTING ANY WATER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE
CLEARED, GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES
SHALL BE LOCATED.
4.FOLLOWING WATER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES
REQUIRING THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S
EXPENSE.
5.RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR
INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE
STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT.
6.NO WATER SERVICE CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF
THE BILL OF SALE AND ALL EASEMENTS. MAKE APPLICATION TO THE DISTRICT FOR WATER METER
INSTALLATION FOR EACH WATER SERVICE CONNECTION PRIOR TO MAKING CONNECTION. BILL OF
SALE WILL NOT BE PROCESSED UNTIL PUGET SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH
OR INSTALLED THEIR VAULTS, HAND HOLES AND LIGHT STANDARDS, OR THE DEVELOPER HAS
PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM SUPPLIED BY THE DISTRICT).
7.ALL COSTS OF WATER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR.
8.PROPERTY CORNERS SHALL BE PINNED WITH THE REFERENCE TACK ON CURBS BY THE
DEVELOPER/CONTRACTOR.
9.THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A
PRE-CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING,
THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48
HOURS (REGULAR WORKING DAYS) BEFORE STARTING WORK.
10.THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT
REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE.
WATER SERVICE NOTES
UT
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C6.0
6/24/25
8
UTILITY PLAN
CHIPOTLE 108TH AVE SE
1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE SOOS CREEK
WATER & SEWER DISTRICT, ALSO REFERRED HEREINAFTER AS "DISTRICT".
2.THE DEVELOPER SHALL FURNISH THE DISTRICT WITH A COPY OF THE COMMERCIAL AND/OR SUBDIVISION
PLANS APPROVED BY THE GOVERNING AGENCY PRIOR TO ANY WATER MAIN CONSTRUCTION
3.PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE APPROPRIATE STREETS AND LOTS SHALL BE CLEARED,
GRADED, AND STAKED BY THE DEVELOPER/CONTRACTOR AND ALL EXISTING UTILITIES SHALL BE LOCATED.
4.FOLLOWING SEWER MAIN CONSTRUCTION, ANY REVISION OF ROADWAY OR EASEMENT GRADES REQUIRING
THE MAINS TO BE RECONSTRUCTED SHALL BE MADE AT THE DEVELOPER'S/CONTRACTOR'S EXPENSE.
5.RECONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS OF THE DISTRICT. ALL COSTS FOR
INSPECTING SUCH RECONSTRUCTION SHALL BE CHARGED TO THE DEVELOPER IN ADDITION TO THE
STANDARD CHARGES, AND SHALL BE PAID BEFORE ACCEPTANCE BY THE DISTRICT.
6.NO SIDE SEWER CONNECTIONS SHALL BE MADE TO THE EXISTING SYSTEM UNTIL COMPLETION OF THE BILL
OF SALE AND ALL EASEMENTS. OBTAIN SIDE SEWER PERMITS FROM THE DISTRICT FOR EACH SIDE SEWER
CONNECTION PRIOR TO MAKING CONNECTION. BILL OF SALE WILL NOT BE PROCESSED UNTIL PUGET
SOUND ENERGY HAS EITHER PROVIDED A WORK SKETCH OR INSTALLED THEIR VAULTS, HAND HOLES AND
LIGHT STANDARDS, OR THE DEVELOPER HAS PROVIDED A SIGNED HOLD HARMLESS AGREEMENT (FORM
SUPPLIED BY THE DISTRICT).
7.ALL COSTS OF SEWER MAIN RE-STAKING SHALL BE PAID BY THE DEVELOPER/CONTRACTOR.
8.PROPERTY CORNERS SHALL BE PINNED WITH THE REFERENCE TACK ON CURBS BY THE
DEVELOPER/CONTRACTOR.
9.THE DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT AT (253) 630-9900 TO SCHEDULE A
PRE-CONSTRUCTION MEETING AT THE DISTRICT OFFICE. AFTER THE PRE-CONSTRUCTION MEETING, THE
DEVELOPER/CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD REPRESENTATIVE AT LEAST 48 HOURS
(REGULAR WORKING DAYS) BEFORE STARTING WORK.
10.THE DEVELOPER/CONTRACTOR SHALL OBTAIN ALL REQUIRED FINAL INSPECTIONS TO MEET PERMIT
REQUIREMENTS. INSPECTIONS MUST BE SCHEDULED AT LEAST 48 HOURS IN ADVANCE.
11.CONNECTIONS TO EXISTING SEWER MAINS SHALL BE MADE ONLY WITH WRITTEN APPROVAL OF THE
DISTRICT AND ONLY AFTER AT LEAST 48 HOURS (TWO REGULAR WORKING DAYS) ADVANCE NOTICE.
12.EXISTING SEWERS TO REMAIN IN SERVICE AT ALL TIMES
13.ALL WATER AND/OR CONSTRUCTION DEBRIS SHALL BE REMOVED FROM NEW SEWERS AND SHALL NOT BE
PERMITTED TO ENTER THE EXISTING SYSTEM.
14.EXISTING MANHOLE NO.___ SHALL BE CORE-DRILLED AND RE-CHANNELED AS REQUIRED TO RECEIVE
INCOMING FLOW FROM THE NEW SEWER.
SEWER SERVICE NOTES
EXISTING UTILITIES AND UNDERGROUND PIPING ARE SHOWN IN AN APPROXIMATE LOCATION. NO
GUARANTEE IS MADE OR IMPLIED THAT ALL EXISTING UTILITIES ARE SHOWN. THE CONTRACTOR SHALL
BE RESPONSIBLE FOR FIELD VERIFICATION AND LOCATION OF ALL UTILITIES AND UNDERGROUND
PIPING. THE CONTRACTOR SHALL CONTACT (811) AT LEAST 48 HOURS PRIOR TO COMMENCING WORK.
THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND STRUCTURES
UTILITY NOTE
15
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R-436208
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
SE
W
E
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W
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F
I
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C6.1
6/24/25
9
SEWER AND WATER PROFILES
CHIPOTLE 108TH AVE SE
15
1
2025/06/25
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3
6
2
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R-436209
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
C6.2
6/24/25
LIGHTING PLAN
CHIPOTLE 108TH AVE SE
1510
LI
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P
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4
3
6
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0
2
0
2
1
R-436210
117.1
60' SOUTH
117.2
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
DE
T
A
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S
H
E
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1
C7.0
6/24/25
11 15
DETAIL SHEET 1
CHIPOTLE 108TH AVE SE
2025/06/25
TE
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0
-
4
3
6
2
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5
0
0
2
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2
1
R-436211
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
DE
T
A
I
L
S
H
E
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2
C7.1
6/24/25
12
DETAIL SHEET 2
CHIPOTLE 108TH AVE SE
152025/06/25
TE
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0
-
4
3
6
2
C2
5
0
0
2
0
2
1
R-436212
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
C7.2
DE
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3
13 152025/06/25
TE
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-
4
3
6
2
C2
5
0
0
2
0
2
1
R-436213
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
C7.3
DE
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S
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E
T
4
14 152025/06/25
TE
D
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4
0
-
4
3
6
2
C2
5
0
0
2
0
2
1
R-436214
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
C7.4
DE
T
A
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L
S
H
E
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5
CONCRETE PAVEMENT - REMOVE AND REPLACE VERTICAL CURB
CP-VCDETAIL
ADA SIGN AND BASE
CP-SBDETAIL
SECTION
6'-0"
6"
4"
6"WHEEL
STOP SPIKE
TYPICAL WHEEL STOP
DETAIL CP-WS
PAVEMENT SECTIONS
-
NATIVE SUBGRADE
COMPACTED TO
UNYIELDING CONDITION
6" COMPACTED
CRUSHED AGGREGATE
BASE WITH SAWCUT
JOINTS
6" CONCRETE SLAB
WITH #4 CONCRETE BAR
@ 18" C/C EACH WAY
AUTOMOBILE CONCRETE PAVEMENT SECTION
DENSE AND UNYIELDING
SUBGRADE PER
GEOTECHNICAL
RECOMMENDATIONS
6" AGGREGATE BASE
3" HOT MIX ASPHALT
AUTOMOBILE CONCRETE PAVEMENT SECTION
PER RECOMMENDATION BY PANGEO IN GEOTECHNICAL INVESTIGATION
REPORT DATED JUNE 3RD, 2025
4" HOT MIX ASPHALT
TRUCK LANE PAVEMENT SECTION
6" AGGREGATE BASE
DENSE AND UNYIELDING
SUBGRADE PER
GEOTECHNICAL
RECOMMENDATIONS
PER RECOMMENDATION BY PANGEO IN GEOTECHNICAL INVESTIGATION
REPORT DATED JUNE 3RD, 2025
15 15
1
1
1
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R-436215
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
EXISTING TREE CREDITS
EXISTING TOTAL: 42 CREDITS
NEW TREE CREDITS
7 MEDIUM TREES X 1 CREDIT = 7 CREDITS
COMPLETE TOTAL: 49.5 CREDITS
*REQUIRED: 20 CREDITS
EXISTING TOTAL: 42 CREDITS
NEW TREE TOTAL: 7.5 CREDITS
#NAME CREDIT
749 DOUGLAS FIR 7
750 DOUGLAS FIR 6
751 DOUGLAS FIR 7
752 DOUGLAS FIR 7
753 DOUGLAS FIR 7
754 DOUGLAS FIR 8
2 SMALL TREES X 0.25 CREDIT = 0.50 CREDITS
IRRIGATION SYSTEM SHALL BE BIDDER DESIGN
MODIFICATION OF EXISTING IRRIGATION SYSTEM.
REFER TO L6.1, L6.2, AND L6.3 FOR BASIS OF DESIGN
SPECIFICATIONS AND DETAILS.
RB
RB
RB
RB
RB RB
RB
RB
RB
RB
RB
RB
750
749 751 752 753 754
BLDG
TRASH
EXISTING TREES
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
NORTH
PROPERTY LINE
CO
V
E
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Sheet List Table
Sheet Number Sheet Title
L0.0 COVER SHEET
L1.0 MATERIALS PLAN
L5.0 LANDSCAPE PLAN
PRIVATE ROAD
10
8
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RL
SE L0.0
6/23/25
10 19
COVER
CHIPOTLE 108TH AVE SE
PLANTING POTS
PER ARCHITECT
L2.0 SOILS PLAN
1
1
1
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2
1
R-436216
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
jding 07/22/2025
CURRENT PLANNING
SYMBOL CODE DESCRIPTION QTY
EXISTING LANDSCAPE TO REMAIN 5,742 SF
12 FURNISHINGS
PACIFIC OUTDOOR PRODICTS, INC.
MODEL # SE-5585 CONTINUOUS LOOP BIKE RACK
1-7/8 INCH HEAVY DUTY STEEL TUBING
BLACK POWDER COATED
2
32 EXTERIOR IMPROVEMENTS
LANDSCAPE BARK MULCH
SUNSET MATERIALS, WOOD MULCH, 425-226-4140
APPLY TO 3 INCH DEPTH
38.9 CY
10-00
12-93-00
32-91-00
RB
REFERENCE NOTES SCHEDULE
00-00
RB
RB
RB
RB
RB RB
RB
RB
RB
RB
RB
RB
12-93-00
32-94-00
32-91-00
00-00
750
749 751 752 753 754
BLDG
TRASH
EXISTING TREES
MA
T
E
R
I
A
L
S
P
L
A
N
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
PRIVATE ROAD
10
8
T
H
A
V
E
S
E
PROPERTY LINE
RL
SE L1.0
6/25/25
11 19
MATERIALS PLAN
CHIPOTLE 108TH AVE SE
NORTH
PLANTING POTS
PER ARCHITECT
1
TE
D
-
4
0
-
4
3
6
2
C2
5
0
0
2
0
2
1
R-436217
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
jding 07/22/2025
CURRENT PLANNING
SYMBOL CODE DESCRIPTION QTY
EXISTING LANDSCAPE TO REMAIN 5,779 SF
12 FURNISHINGS
PACIFIC OUTDOOR PRODICTS, INC.
MODEL # SE-5585 CONTINUOUS LOOP BIKE RACK
1-7/8 INCH HEAVY DUTY STEEL TUBING
BLACK POWDER COATED
2
32 EXTERIOR IMPROVEMENTS
LANDSCAPE TOP SOIL
SUNSET MATERIALS, 60/40 TOPSOIL MIX, 425-226-4140
APPLY TO 3 INCH DEPTH
39.2 CY
10-00
12-93-00
32-91-01
REFERENCE NOTES SCHEDULE
00-00
750
749 751 752 753 754
BLDG
TRASH
EXISTING TREES
32-91-01
00-00
SO
I
L
S
P
L
A
N
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
PRIVATE ROAD
10
8
T
H
A
V
E
S
E
PROPERTY LINE
RL
SE L2.0
4/7/25
12 13
SOILS PLAN
CHIPOTLE 108TH AVE SE
NORTH
PLANTING POTS
PER ARCHITECT
TE
D
-
4
0
-
4
3
6
2
C2
5
0
0
2
0
2
1
R-436218
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
jding 07/22/2025
CURRENT PLANNING
750
749 751 752 753 754
BLDG
TRASH
EXISTING TREES
SPACING
SYMBOL QTY BOTANICAL NAME COMMON NAME CONT CAL
PARKING LOT BUFFER TREE
2 ZELKOVA SERRATA `JFS-KW1`CITY SPRITE® JAPANESE ZELKOVA B & B 2" CAL MIN
STREET TREE
7 TILIA TOMENTOSA SILVER LINDEN B & B 2" CAL MIN
SYMBOL QTY BOTANICAL NAME COMMON NAME CONT SPACING
DECIDUOUS SHRUBS
34 SPIRAEA X BUMALDA `WALBUMA`MAGIC CARPET SPIREA 2 GAL 3` OC
EVERGREEN SHRUBS
6 DAPHNE X BURKWOODII `SOMERSET`SOMERSET DAPHNE 2 GAL 6` OC
50 LONICERA NITIDA BOX LEAF HONEYSUCKLE 2 GAL 6` OC
15 MAHONIA REPENS CREEPING MAHONIA 2 GAL 4` OC
36 PRUNUS LAUROCERASUS `MOUNT VERNON`MOUNT VERNON ENGLISH LAUREL 2 GAL 3` OC
ORNAMENTAL GRASSES
3 HAKONECHLOA MACRA JAPANESE FOREST GRASS 2 GAL 4` OC
SYMBOL QTY BOTANICAL NAME COMMON NAME SPACING
GROUND COVERS
2,480 SF ARCTOSTAPHYLOS UVA-URSI KINNIKINNICK
PLANT SCHEDULE
4-4-070 LANDSCAPE REQUIREMENTS
REQUIRED PROVIDED
RIGHT OF WAY LANDSCAPING
-10 FEET OF ON SITE LANDSCAPING IS REQUIRED ALONG 10 FEET 11 FEET
ALL PUBLIC STREET FRONTAGES
PERIMETER PARKING LOT LANDSCAPING
-10 FEET OF PERIMETER PARKING LOT LANDSCAPING 10 FEET 12 FEET
MEASURED IN FROM ROW
-1 TREE PER 30 LINEAL FEET OF STREET FRONTAGE 6 TREES 2 TREES**
(155 LF / 30)
-1 SHRUB PER 20 SQUARE FEET OF LANDSCAPED AREA 70 SHRUBS 80 SHRUBS
(1,398 SF / 20)
INTERIOR PARKING LOT LANDSCAPING
-1 TREE FOR EVERY 6 PARKING SPACES 2 TREES 2 TREES
(11 PROPOSED NEW SPACES / 6)
-1 SHRUB PER 20 SQUARE FEET OF LANDSCAPED AREA 65 SHRUBS 30 SHRUBS*
(1,299 SF / 20)
-NO MORE THAN 50 FEET BETWEEN PARKING STALL AND NO MORE THAN 50 FEET YES
INTERIOR PARKING LOT LANDSCAPE AREA
-15 SF OF LANDSCAPED AREA PER PARKING SPACE 165 SF 886 SF
(15 SF X 11 SPACES)
*NOT FEASIBLE OR UTILITY OBSTRUCTION
**PER DIRECTION OF JILL DING, SENIOR PLANNER, CITY OF RENTON 23 JUNE 2025
LA
N
D
S
C
A
P
E
P
L
A
N
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
PRIVATE ROAD
10
8
T
H
A
V
E
S
E
RL
SE L5.0
6/25/25
13 19
LANDSCAPE PLAN
CHIPOTLE 108TH AVE SE
NORTH
PROPERTY LINE
SEASONAL COLOR
1
1
1
TE
D
-
4
0
-
4
3
6
2
C2
5
0
0
2
0
2
1
R-436220
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
jding 07/22/2025
CURRENT PLANNING
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
L6.0
AMENDED PLANTING BACKFILL MIX
MIX SHALL CONSIST OF: 1/2 PART 'NATIVE' SITE SOIL (NO ROCKS IN BACKFILL) & 1/2 PART MULCH (*HUMUS)
*NATURAL FERTILE, FRIABLE SOIL THOROUGHLY MIXED PRIOR TO BACKFILLING PIT. REMOVE ALL INORGANIC
MATERIAL GREATER THAN 1" IN SIZE. SOIL BACKFILLING SHALL BE ACCOMPLISHED IN 6" LIFTS. EACH LIFT
SHALL BE WATER SETTLED WITHOUT POOLING.
SLOW-RELEASE FERTILIZER
FERTILIZER SHALL BE NON-TOXIC, SLOW RELEASE. IF TABLETS ARE USED, THEY SHALL BE PLACED AT 1/2
THE DEPTH OF THE ROOTBALL. FERTILIZER SHALL BE APPLIED AT THE RATES SPECIFIED BY THE
MANUFACTURER.
FERTILIZER SHALL BE SUBMITTED TO OWNER FOR APPROVAL PRIOR TO APPLICATION.
BACKFILL AND FERTILIZER NOTES
SCALE: N.T.S.1 SEA-090-191-000-27
THIS SIDE
TO TREE
ESTE LADO
HACIA EL ARBOL
PATENT NO.5,528,8575,305,549
D790B
D638
D638
Flexural Modulus
Yield Elongation - Hinge
Yield Elongation - Wall
Tensile strength @ yield - Wall
7.44%
2.354 PSI
Rockwell Hardness r. scale - Wall
Tensile strength @ yield - Hinge
Notched Izod Impact - Wall D256A
D785A
D638
D638
2.846 PSI
7.01%
119.625 PSI
3.84 (ft-lbs)
84.4
UB 24-2 Specifications
24" DeepRoot® Tree Root Barrier
Specified tree root barrier is a mechanical barrier and root deflectorused to prevent tree roots from damaging hardscapes and landscapes.Assembled in 24" (609 mm) long modules to create varying lengths forlinear applications, or perimeter surround applications in varying sizes.
A. Materials1. The contractor shall furnish and install tree root barrier as specified.The tree root barrier shall be either product #UB 24-2 asmanufactured by DeepRoot® Green Infrastructure, LLC, 530Washington Street, San Francisco, CA, www.deeproot.com(800.458.7668).
2. Root barrier shall be recyclable, black, injection molded panelswith 0.80" (2.03 mm) wall thickness in modules 24" (609 mm) long
and 24" (609 mm) deep.
3. Root barrier shall be manufactured with 75% reprocessed
polypropylene with added ultraviolet inhibitors.
4. Root barrier shall be comprised of 24" (60.96 cm) panels. Eachpanel shall have no less than four (4) Molded Integral Vertical RootDirecting Ribs of a minimum 0.075" (1.90 mm) thickness,protruding 1/2" (12.7 mm) at 90° from interior of the barrier panel,spaced 6" (152.4 mm) apart. (See Details A & D)
5. Root barrier shall have a Double Top Edge consisting of twoparallel, integral, horizontal ribs at the top of the panel at 0.060"(1.52 mm) thickness, 3/8" (9.53 mm) wide and 1/4" (6.35 mm)apart with the lower rib attached to the vertical Root Directing Ribs(See Detail A).
6. Root barrier shall have a minimum of twelve (12) Anti-LiftGround Lock Tabs consisting of integral horizontal ridges ofminimum 0.075" (1.90 mm) thickness in the shape of a segment ofan oblong, the 2" (50.8 mm) chord of the segment joining the panelwall and the segment, protruding 3/8" (9.53 mm) from the panel.The twelve ground locks on each panel shall be about equallyspaced between each of the vertical root directing ribs (Four (4)between each set of ribs, see Details B & D).
7. Root barrier shall have an integrated Zipper Joining System forassembly by sliding one panel into another (See Detail C).
U.S. Patents: 5,305,549; and 5,528,857. Other Patents Pending.
ASTM Test MethodPropertiesTypical Value
DETAIL ADOUBLE TOP EDGE AND VERTICAL ROOT DIRECTING RIB
3/8" (9.53 mm)
0.080" (2.03 mm)
0.060" (1.52 mm)
1/2" (12.7 mm)
0.060" (1.52 mm)
0.060" (1.52 mm)
1/4" (6.35 mm)
Double Top Edge
Integral Vertical Root Directing Rib
DETAIL B -ANTI-LIFT GROUND LOCK TAB
DETAIL C - ZIPPER JOINING SYSTEM
DETAIL D - TREE ROOT BARRIER PANEL
2" (50.8 mm)
0.075" (1.90 mm)
1/2" (12.7 mm)
24" (
6
0
9
m
m
)
24" (609 mm)
6" (152 mm)
Patented Zipper Joining System Patented Double Top Edge for prevention ofroot over-growth, extra strength, ultravioletprotection and improved appearance.(See Detail A)
DeepRoot® name on every panel.U.S. Patent Nos. 5,305,549 and 5,528,857and other patents pending
90° Root Directing Rib, integral to panel
Root Barrier Panel, 0.080" (2.03 mm) thick75% reprocessed polypropylene
Rounded edges for safety and strength
Patented Anti-Lift Ground Lock Tabs(See Detail B)
DEEP ROOTS ROOT BARRIER UB 24-2
1" = 10'2 SEA-090-191-000-30
6/10/25
1914
RL
SE LANDSCAPE DETAILS
CHIPOTLE 108TH AVE SE
TE
D
-
4
0
-
4
3
6
2
C2
5
0
0
2
0
2
1
R-436221
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
jding 07/22/2025
CURRENT PLANNING
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
1.SCOPE OF WORK
1.1.IRRIGATION SYSTEM SHALL BE BIDDER DESIGN MODIFICATION OF EXISTING IRRIGATION SYSTEM REFER TO L6.1, L6.2, AND
L6.3 FOR BASIS OF DESIGN SPECIFICATIONS AND DETAILS.
1.2.THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER
APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THESE PLANS.
1.3.INSTALL THE IRRIGATION SYSTEM TO PROVIDE 100% UNIFORM COVERAGE INCLUDING ANY CHANGES MADE IN THE LAYOUT
DUE TO FIELD CONDITIONS. ALL FIELD CHANGES SHALL BE IN ACCORDANCE WITH THESE PLANS. ANY SYSTEMS THAT
REQUIRE FIELD ADJUSTMENT TO PROVIDE FULL AND UNIFORM COVERAGE SHALL BE MADE PRIOR TO FINAL ACCEPTANCE
AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST.
1.4.SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF OPERATIONS ON-SITE. SEND
COPIES OF THE PERMIT(S) TO THE OWNER'S REPRESENTATIVE. FOR WORK LOCATED IN THE R.O.W., CONFORM TO THE
STANDARDS AND SPECIFICATIONS OF THE AGENCY HAVING JURISDICTION.
1.5.WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS.
2.PROTECTION OF EXISTING AND PROPOSED SITE ELEMENTS
2.1.ALL EXISTING SITE ITEMS, ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN SHALL BE PROTECTED
FROM DAMAGE BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM THE
CONTRACTOR'S WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE
OWNER.
2.2.MAINTAIN ALL NECESSARY BMP DEVICES THROUGHOUT THE DURATION OF ALL CONSTRUCTION ACTIVITIES.
2.3.WHERE APPLICABLE, SUBMIT A DETAILED PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN IN ACCORDANCE WITH
THE APPROPRIATE REGULATORY AGENCY STANDARDS UNLESS THE WORK REQUIRES NOTHING MORE THAN A DIRECT
APPLICATION OF DOT STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION.
2.4.LOCATE ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO CONSTRUCTION ACTIVITIES. THE INFORMATION AND DATA
SHOWN WITH RESPECT TO UTILITIES IS APPROXIMATE. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE
RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL
HAVE FULL RESPONSIBILITY FOR; REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL UTILITIES
PRIOR TO CONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; AND REPAIRING ANY DAMAGE RESULTING FROM THE
WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. NOTIFY ANY
AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION.
NOTIFY THE LANDSCAPE ARCHITECT IN WRITING WHEN ANY CONFLICT BETWEEN UTILITIES AND THESE PLANS EXIST PRIOR
TO INSTALLATION.
3.SUBMITTALS
3.1.SUBMIT FULL AND COMPLETE SHOP DRAWINGS OF ALL IRRIGATION EQUIPMENT AS SHOWN ON THESE PLANS TO OWNER'S
REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION.
3.2.SUBMIT PRODUCT DATA SHEETS FOR ALL IRRIGATION EQUIPMENT TO BE INSTALLED TO OWNER'S REPRESENTATIVE FOR
APPROVAL PRIOR TO INSTALLATION. THE IRRIGATION SYSTEM, AS SHOWN ON THESE PLANS, HAS BEEN DESIGNED AND
CALCULATED WITH THE EQUIPMENT AS SPECIFIED. SUBMIT ANY REQUEST FOR PRODUCT SUBSTITUTION(S) IN WRITING. IF
APPROVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY NECESSARY MODIFICATION(S) AS A RESULT OF
PRODUCT SUBSTITUTIONS TO THE IRRIGATION SYSTEM IN THE SHOP DRAWINGS TO MEET THE DESIGN INTENT OF THESE
PLANS.
4.EQUIPMENT LIST
4.1.ALL QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. CONFIRM ALL QUANTITIES PER PLAN PRIOR TO BIDDING AND
CONSTRUCTION.
5.POINT OF CONNECTION
5.1.FIELD VERIFY ALL POINT OF CONNECTION SOURCE INFORMATION INCLUDING STATIC PSI AND GPM AVAILABLE PRIOR TO
CONSTRUCTION. NOTIFY OWNER'S REPRESENTATIVE IN WRITING IF DISCREPANCIES BETWEEN THE FLOW AND PRESSURE
AS LISTED IN THE CRITICAL ANALYSIS AND THE FIELD CONDITIONS EXIST.
5.2.COORDINATE INSTALLATION OF ANY METERS AND BACKFLOW ASSEMBLIES WITH THE AGENCY HAVING JURISDICTION AND
OWNER'S REPRESENTATIVE.
6.MAINLINE INSTALLATION
6.1.INSTALL ALL MAINLINES AND LATERALS UNDER PAVEMENT WITHIN SLEEVES. WHERE VALVE CONTROL LINES PASS
THROUGH A SLEEVE WITH OTHER MAIN OR LATERAL LINES, CONTAIN WIRES WITHIN A SEPARATE, SMALLER CONDUIT.
6.2.INSTALL COLOR CODED METAL DETECTABLE MARKING TAPE WHICH CLEARLY NOTES: "CAUTION: IRRIGATION LINE BURIED
BELOW" ABOVE THE FULL LENGTH OF THE IRRIGATION MAINLINE.
6.3.WHERE MAINLINE RUNS PARALLEL TO PAVEMENT OR CURBING, OFFSET THE MAINLINE 24" FROM THE EDGE OF PAVEMENT
OR CURB.
6.4.PERFORM HYDROSTATIC PRESSURE TESTING AS FOLLOWS:
6.4.1.AFTER FLUSHING, AND THE INSTALLATION OF VALVES CONDUCT THE FOLLOWING TESTS IN THE SEQUENCE LISTED
BELOW. FURNISH ALL EQUIPMENT; MATERIALS AND LABOR NECESSARY TO PERFORM THE TESTS. CONDUCT ALL
TESTS IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE. NOTIFY THE OWNER'S REPRESENTATIVE
FORTY-EIGHT (48) HOURS IN ADVANCE OF TESTING.
6.4.2.PERFORM WATER PRESSURE TESTS ON ALL PRESSURE MAIN LINES BEFORE ANY COUPLINGS, FITTINGS, VALVES
AND THE LIKE ARE CONCEALED.
6.4.3.IMMEDIATELY PRIOR TO TESTING, PURGE ALL IRRIGATION LINES OF ALL ENTRAPPED AIR OR DEBRIS BY ADJUSTING
CONTROL VALVES AND INSTALLING TEMPORARY CAPS FORCING WATER AND DEBRIS TO BE DISCHARGED FROM A
SINGLE OUTLET.
6.4.4.TEST ALL PRESSURE MAIN LINE AT 150 PSI FOR A MINIMUM OF FOUR (4) HOURS WITH AN ALLOWABLE LOSS OF 5 PSI.
PRESSURE AND GAUGES SHALL BE READ IN PSI, AND CALIBRATED SUCH THAT ACCURATE DETERMINATION OF
POTENTIAL PRESSURE LOSS CAN BE ASCERTAINED.
6.4.5.RE-TEST AS REQUIRED UNTIL THE SYSTEM MEETS THE REQUIREMENTS. REPAIR ANY LEAKS, WHICH OCCUR DURING
TEST PERIOD, IMMEDIATELY FOLLOWING THE TEST.
6.4.6.PROVIDE DOCUMENTATION STATING THE WEATHER CONDITIONS, DATE, THE START TIME AND INITIAL WATER
PRESSURE READINGS, THE FINISH TIME AND FINAL WATER PRESSURE READINGS AND THE TYPE OF EQUIPMENT
USED TO PERFORM THE TEST. THE DOCUMENTATION MUST BE SIGNED BY A WITNESS ACCEPTABLE TO THE OWNER,
VERIFYING ALL OF THE ABOVE-MENTIONED CONDITIONS.
6.4.7.SUBMIT A WRITTEN REPORT OF THE PRESSURE TESTING RESULTS WITH THE OTHER ABOVE REQUIRED
INFORMATION TO THE OWNER'S REPRESENTATIVE FOR APPROVAL.
7.IRRIGATION VALVES AND WIRING
7.1.LOCATE ALL VALVES, SPLICES WITHIN CONTROL LINES, QUICK COUPLERS, AND HOSE BIBBS WITHIN VALVE BOXES.
PROVIDE PURPLE VALVE BOX LIDS FOR SYSTEMS UTILIZING A NON-POTABLE WATER SOURCE.
7.2.NUMBER THE TOP OF ALL VALVE BOX LIDS WITH MINIMUM 1" HEIGHT BLACK LETTERS TO CORRESPOND TO THE VALVE
DESIGNATIONS.
7.3.WHEN POSSIBLE, LOCATE ALL VALVES IN PLANTING BEDS A MINIMUM OF 24" FROM BACK OF CURB OR EDGE OF PAVEMENT,
UNLESS OTHERWISE NOTED.
7.4.SEPARATE IRRIGATION ZONES FOR HIGH AND LOW WATER USE REQUIREMENTS AND OPERATED ON DIFFERENT WATERING
CYCLES. AT NO TIME SHALL MULTIPLE IRRIGATION HEAD TYPES BE LOCATED ON THE SAME VALVE UNLESS NOTED
OTHERWISE.
7.5.INSTALL ALL DRIP ZONES WITH A FLUSH VALVE AND AIR RELIEF VALVE. IN THE EVENT THAT A DRIP ZONE HAS MORE THAN
ONE HIGH OR LOW POINT, MORE THAN ONE AIR RELIEF VALVE OR FLUSH VALVE WILL BE REQUIRED FOR THAT ZONE.
7.6.FOLLOW MANUFACTURER'S SPECIFICATIONS FOR ALL WIRING FOR CONNECTION OF THE VALVES TO THE CONTROLLER.
ALL WIRE RUNS SHALL BE CONTINUOUS WITH SPLICING OCCURRING IN VALVE BOXES ONLY. WIRE CONNECTIONS SHALL BE
MADE USING DBR/Y-6 CONNECTIONS OR APPROVED EQUAL.
7.7.INSTALL VALVE CONTROL WIRING IN THE SAME TRENCH AS THE MAINLINE WHERE PRACTICAL.
7.8.FOR NON TWO-WIRE SYSTEMS, RUN TWO (2) SPARE VALVE CONTROL WIRES FROM THE CONTROLLER ALONG THE ENTIRE
MAINLINE TO LAST REMOTE CONTROLLED VALVE ON EACH AND EVERY LEG OF MAINLINE.
8.PIPES AND SLEEVING
8.1.DO NOT INSTALL IRRIGATION SYSTEM THROUGH PRESERVED PLANT COMMUNITIES, DRIPLINE OF EXISTING TREES, OR
WITHIN WETLANDS UNLESS SPECIFICALLY NOTED OTHERWISE.
8.2.LOCATE ALL IRRIGATION LINES WITHIN LANDSCAPED AREAS WHENEVER POSSIBLE. ALL LINES UNDER PAVEMENT MUST BE
SLEEVED.
8.3.SIZE ALL PIPE SLEEVES TWO PIPE SIZES GREATER THAN THE PIPE / CUMULATIVE SUM OF THE PIPES IT CARRIES.
8.4.SLEEVES UNDER EXISTING PAVEMENT MUST BE DIRECTIONAL BORE UNLESS APPROVED BY OWNER IN WRITING.
8.5.SOLVENT CEMENTS SHALL COMPLY WITH ASTM D2564.
9.CONTROLLER AND SENSORS
9.1.COORDINATE WITH OWNER'S REPRESENTATIVE FOR FINAL CONTROLLER AND RAIN SENSOR LOCATIONS. THE
CONTROLLER SHALL BE PLACED IN A LOCKING CABINET APPROPRIATE FOR ITS LOCATION. (INDOOR VS. OUTDOOR USE)
9.2.LOCATE THE AUTOMATIC RAIN SENSOR SHUTOFF DEVICE IN AN AREA THAT IS UNOBSTRUCTED BY TREES, ROOF
OVERHANGS, OR ANY OTHER OVERHEAD OBJECT. THE SENSOR SHALL NOT BE PLACED WITHIN THE SPRAY ZONE OF ANY
SPRINKLER HEAD, INCLUDING OFF-SITE IRRIGATION. CONTRACTOR SHALL LOCATE SENSOR WITHIN CLOSE PROXIMITY TO
THE IRRIGATION CONTROLLER.
10.CLEANUP
10.1.UPON COMPLETION OF ALL WORK AND BEFORE FINAL ACCEPTANCE, REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS
RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND ACCEPTABLE
CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE.
11.AS-BUILT IRRIGATION PLANS
11.1.PROVIDE "AS-BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER'S REPRESENTATIVE PRIOR TO FINAL ACCEPTANCE
OF WORK. INCLUDE THE FOLLOWING ON THE AS-BUILT DRAWINGS AT A MINIMUM:
- CONTROLLER LOCATION
- CONNECTION ASSEMBLY
- MAINLINE ROUTING
- PIPE SLEEVING
- VALVE(S)
- COLORIZED ZONING DIAGRAM
11.2.LOCATE ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR WHETHER INSTALLED BY THE IRRIGATION CONTRACTOR
OR NOT ON THE "AS-BUILT" DRAWINGS. THE DEPTH BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF THE
SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "AS-BUILT" DRAWINGS.
12.FINAL INSPECTION AND ACCEPTANCE OF WORK
12.1.MINIMIZE IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS THROUGH FIELD ADJUSTMENTS TO INDIVIDUAL
HEADS.
12.2.PROGRAM CONTROLLER TO IRRIGATE ALL ZONES WITHIN APPLICABLE WATERING WINDOWS AND PROVIDE WATERING
SCHEDULE TO OWNER'S REPRESENTATIVE.
12.3.EQUIPMENT TO BE FURNISHED TO OWNER PRIOR TO ACCEPTANCE OF WORK:
- TWO (2) SETS OF KEYS FOR EACH AUTOMATIC CONTROLLER.
- TWO (2) 48 INCH TEE WRENCHES FOR OPERATING GATE VALVES (WHEN INSTALLED AS PART OF WORK).
- THREE (3) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISASSEMBLING AND ADJUSTING EACH TYPE OF -
SPRINKLER AND VALVE SUPPLIED ON THIS PROJECT.
- FIVE (5) EXTRA SPRINKLER HEADS, NOZZLES, SHRUB ADAPTERS, NOZZLE FILTER SCREENS, FOR EACH TYPE USED
ON THE PROJECT.
- TWO (2) QUICK COUPLER KEYS TO MATCH MANUFACTURER TYPE OF QUICK COUPLER.
12.4.UPON COMPLETION OF ALL WORK, A FINAL INSPECTION SHALL BE PERFORMED BY THE OWNER AND/OR OWNER'S
REPRESENTATIVE. THE IRRIGATION SYSTEM, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS
CONTRACT SHALL BE INSPECTED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY ITEMS FOUND TO NOT BE IN
COMPLIANCE SHALL BE CORRECTED AT NO COST TO THE OWNER.
13.WARRANTY
13.1.THE CONTRACTOR SHALL WARRANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF 1 YEAR FOLLOWING THE
ACCEPTANCE OF THE WORK.
13.2.ANY PART OF THE IRRIGATION WORK THAT FAILS OR IS DEFECTIVE SHALL BE REPLACED OR RECONSTRUCTED AT NO
COST TO THE OWNER INCLUDING BUT NOT LIMITED TO: RESTORING GRADES THAT HAVE SETTLED IN TRENCHES AND
EXCAVATIONS RELATED TO THE WORK. RECONSTRUCTION SHALL INCLUDE ANY PLANTINGS, SOIL, MULCH OR OTHER
PARTS OF THE CONSTRUCTED LANDSCAPE THAT MAY BE DAMAGED DURING THE REPAIR OR THAT RESULTS FROM SOIL
SETTLEMENT.
13.3.THE DATE OF ACCEPTANCE OF THE WORK AND START OF THE GUARANTEE PERIOD SHALL BE DETERMINED BY THE
OWNER, UPON THE FINDING THAT THE ENTIRE IRRIGATION SYSTEM IS INSTALLED AS DESIGNED AND SPECIFIED, AND
FOUND TO BE OPERATING CORRECTLY, SUPPLYING WATER EVENLY TO ALL PLANTING AND/OR LAWN AREAS.
13.4.NEITHER THE FINAL ACCEPTANCE NOR ANY PROVISION IN THE CONTRACT DOCUMENTS SHALL RELIEVE THE CONTRACTOR
OF RESPONSIBILITY FOR FAULTY MATERIALS OR WORKMANSHIP. REMEDY ANY DEFECTS WITHIN A PERIOD OF 7 DAYS (S)
FROM THE DATE OF NOTIFICATION OF A DEFECT.
14.ABBREVIATIONS
GPM -GALLONS PER MINUTE
GPH -GALLONS PER HOUR
PSI - POUNDS PER SQUARE INCH
IRRIGATION SPECIFICATIONS
PIPE SIZES ILLUSTRATED IN THE ABOVE CHART ARE
MINIMUM ACCEPTABLE SIZES. PIPE SIZES INDICATED
ON PLAN ARE FOR CONVENIENCE ONLY. FIELD SIZE
ALL LATERAL PIPING TO KEEP ALL FRICTION LOSS
VELOCITIES BELOW 5.0 FPS.
LATERAL PIPE SIZING REQUIREMENTS
MAXIMUM FLOW MINIMUM PIPE SIZE
10 GPM
16 GPM
26 GPM
35 GPM
55 GPM
80 GPM
120 GPM
3/4"
1"
1-1/4"
1-1/2"
2"
2-1/2"
3"
TYPICAL IRRIGATION SPECIFICATIONS
N.T.S.DETAIL-FILE00
6/10/25
L6.1
1915
RL
SE IRRIGATION SPECS
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R-436222
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
jding 07/22/2025
CURRENT PLANNING
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
3
4
5
6
7
8
9
8
10
11
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13 14
15
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18
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7
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FINISH GRADE/TOP OF MULCH1
VALVE BOX WITH LOCKING COVER2
REMOTE CONTROL VALVE3
30-INCH LINEAR LENGTH OF WIRE, COILED4
WATERPROOF CONNECTION5
ID TAG6
PRESSURE REGULATING QUICK CHECK BASKET FILTER7
PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)8
PVC SCH 40 ELL9
PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND
PVC SCH 40 ELL
10
PVC SCH 40 TEE OR ELL11
MAINLINE PIPE12
6-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL13
PVC SCH 80 NIPPLE, CLOSE14
PVC SCH 40 ELL15
PVC SCH 40 TEE16
LATERAL PIPE17
PVC SCH 40 FEMALE ADAPTOR18
1 2
DRIP CONTROL VALVE
1" = 30'SEA-090-191-000-441
NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA.
FIVE PIPE DIAMETERS1/2" WIRE CLOTH GOPHER SCREEN, WRAP
UP SIDES, OVER BRICK SUPPORTS,
ONE EACH SIDE (TWO PER BOX).
AT BOTTOM OF EACH BOX:
30" LOOPED WIRES.
SCH 80 NIPPLES,
VALVE INLET SIZE.
WATERPROOF WIRE
CONNECTORS, ON
MASTER CONTROL
VALVE AS SPECIFIED.
SENSOR TERMINAL BOARD
REDUCER AS REQUIRED.
TEN PIPE DIAMETERS
PVC MAIN LINE
FROM BACKFLOW
DEVICE.
FLOW
SENSOR CABLE TO CONTROLLER
NDS RECTANGULAR BOXES WITH 6' EXTENSIONS AS REQUIRED.
FINISHED GRADE.
FLOW SENSOR AS SPECIFIED.
SCHEDULE 80 NIPPLES, VALVE INLET SIZE.
WATERPROOF WIRE CONNECTORS ON
18" LOOPED WIRES.
MASTER CONTROL VALVE / FLOW SENSOR ASSEMBLY
1" = 20'SEA-090-191-000-432
WALL
NOTES:
1. FOR EASE OF INSTALLATION INTO A CONTROLLER WITH MORE THAN 24 STATIONS, INSTALL A JUNCTION
BOX AT THE BASE OF CONTROLLER AND TRANSITION LARGER VALVE AND COMMON WIRES FROM
FIELD TO 18 AWG MULTI CONDUCTOR WIRE TO BE USED IN CONTROLLER.
2. USE STEEL CONDUIT FOR ABOVE GRADE AND SCH 40 PVC CONDUIT FOR BELOW GRADE CONDITIONS.
3. PROVIDE PROPER GROUNDING COMPONENTS TO ACHIEVE GROUND RESISTANCE OF 10 OHMS OR LESS.
IRRIGATION CONTROLLER:
CONTROLLER IN CABINET WITH
WALL MOUNT. INSTALL CONTROLLER AND
CABINET ON WALL PER MANUFACTURER'S
RECOMMENDATIONS.
JUNCTION BOX
1-INCH CONDUIT AND
FITTINGS TO POWER
SUPPLY
POWER SUPPLY WIRE
2-INCH CONDUIT AND
FITTINGS FOR STATION
WIRES
WIRES TO REMOTE
CONTROL VALVES
IRRIGATION CONTROLLER
1" = 10'SEA-090-191-000-423
NOTE:
FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE
INLET SIZE.
FINISHED GRADE/ TOP
OF MULCH
QUICK-COUPLING VALVE
VALVE BOX WITH COVER
PVC SCH 80 NIPPLE
6-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
BRICK (1 EACH CORNER) SUPPORT
PVC SCH 80 NIPPLE
PVC SCH 40 SWEEP ELL
PVC SCH 40 SWEEP ELL
PVC SCH 40 TEE OR ELL
MAINLINE PIPE
PVC SCH 40 ELL
STAINLESS STEEL GEAR
CLAMPS OR EQUIVALENT
SUPPORT SYSTEM
TYPICAL QUICK COUPLER
1/2" = 1'-0"SEA-090-191-000-464
LATERAL PIPE
6" CLEAR
NOZZLESFINISHED
GRADE/TOP
OF MULCH
1/2" FLEX PIPE, LENGTH AS NEEDED
SCH 40 SWEEP ELBOW
LATERAL TEE
POP-UP SPRAY SPRINKLER ON
RISER AS SPECIFIED PER
IRRIGATION SCHEDULE
TYPICAL SPRAY / ROTAR HEAD
1" = 20'SEA-090-191-000-475
REDUCED PRESSURE BACKFLOW DEVICE
AS SPECIFIED
GALVANIZED NIPPLES AND
ELBOW AS REQUIRED
GALVANIZED UNIONS AT EACH
SIDE
GALVANIZED RISERS
GALVANIZED ELBOW AND
NIPPLE, TYPICAL EA. SIDE
PVC COUPLER AND SCHEDULE
80 TOE NIPPLE, TYPICAL EACH
SIDE
MAIN LINE, SIZE AS
PER PLANS
CONCRETE THRUST BLOCKS,
90LBS OF CONCRETE EACH (TYP)
SERVICE SIDE
HE
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FINISHED GRADE
FLOW
BACKFLOW ENCLOSURE
BACKFLOW PREVENTER
1/2" = 1'-0"SEA-090-191-000-456
6/10/25
L6.2
1916
RL
SE IRRIGATION DETAILS
CHIPOTLE 108TH AVE SE
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R-436223
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
jding 07/22/2025
CURRENT PLANNING
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
BRICK SUPPORTS,
(1 EACH SIDE - 2 TOTAL).
SCHEDULE 60 NIPPLES,
VALVE INLET SIZE (TYP.)
REMOTE CONTROL
VALVE AS SPECIFIED.
TURF
PVC LATERAL LINE.
12" WIRE CLOTH
GOPHER SCREEN,
WRAP UP SIDES.
PVC CONDUIT FOR
CONTROLLER WIRES.
SET BOX 2" ABOVE
GRADE AT SHRUBS.
SET BOX FLUSH TO
GRADE AT TURF.
WATER PROOF WIRE CONNECTORS ON
30" LOOPED WIRES.
NDS RECTANGULAR BOX WITH 6"
EXTENSIONS AS REQUIRED.
PVC MAINLINE LINE.
REMOTE CONTROL VALVE
1/2" = 1'-0"SEA-090-191-000-501
HARDSCAPE BASE
CONCRETE CURB WHERE APPLICABLE
METALLIC DISC
END OF SLEEVE
SHARED SLEEVE, WHERE
APPLICABLE WITH
LATERALS & MAINLINE ONLY
ALL WIRING IS SEPARATE CONDUIT
END OF SLEEVE
TYPICAL SLEEVING
1/2" = 1'-0"SEA-090-191-000-512
NOTE:
1.DRIP TUBING TO BE ROUTED IN THE PLANT MATERIAL BED WITH AT
MAXIMUM LATERAL SPACING OF 16 INCHES.
2.DRIP TUBING TO BE INSTALLED IN A GRID PATTERN. DRIP TUBING SHALL
NOT BE INSTALLED IN A LONG CONTINUOUS RUN.
3.CONTRACTOR TO REFER TO IRRIGATION PLAN FOR LOCATION OF
CONTROL VALVES THAT UTILIZE MULTIPLE DRIPLINE SUPPLY
CONNECTIONS.
TO NEXT DRIP SUPPLY POINT
WHERE APPLICABLE
FROM CONTROL VALVE
WHEN DRIPLINE REQUIRES MULTIPLE
SUPPLY POINTS EACH POINT SHALL BE
CONNECTED UTILIZING DRIPLINE MFR
FITTINGS
DRIPLINE
ALL DRIPLINE TUBING AND FITTING CONNECTIONS SHALL
BE CLAIMED PER MANUFACTURERS SPECIFICATIONS
AREA PERIMETER
AREA PERIMETER
DRIPLINE TEE
TYPICAL DRIPLINE
3/4" = 1'-0"3 SEA-090-191-000-52
6" MIN.
RAIN / FREEZE SENSOR
6" = 1'-0"SEA-090-191-000-534
FINISH GRADE/TOP OF MULCH
ROOT WATERING SYSTEM: RAIN BIRD RWS
SWING ASSEMBLY (INCLUDED)
1/2" (1,3 CM) MALE NPT INLET (INCLUDED)
PVC SCH 40 TEE OR EL
PVC OR POLYETHYLENE LATERAL PIPE
OPTIONAL SOCK (RWS-SOCK) FOR SANDY SOILS
4" (10,2 CM) WIDE X 36" (91,4 CM) LONG RIGID BASKET WEAVE CANISTER
(INCLUDED)
PLANT ROOT BALL
NOTES:
1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL. FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK.
2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE.
3. RWS SERIES AVAILABLE IN THE FOLLOWING MODELS:
RWS-B-C-1401: 0.25 GPM (0,95 L/M), CHECK VALVE
RWS-B-1401: 0.25 GPM (0,95 L/M)
RWS-B-X-1401: 0.25 GPM (0,95 L/M), 18" (45,7 CM) SWING ASSEMBLY
RWS-B-C-1402: 0.5 GPM (1,9 L/M), CHECK VALVE
RWS-B-1402: 0.5 GPM (1,9 L/M)
RWS-B-C-1404: 1.0 GPM (3,8 L/M), CHECK VALVE
4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 3/4" (1,9 CM) GRAVEL UNDER AND AROUND THE UNIT TO ALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION.
5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID.
6. OPTIONAL RWS-SOCK FOR USE IN SANDY SOILS.
TYPICAL ROOT WATER SYSTEM
1" = 1"5 SEA-090-191-000-54
L6.3
6/10/25
1917
RL
SE IRRIGATION DETAILS
CHIPOTLE 108TH AVE SE
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R-436224
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
jding 07/22/2025
CURRENT PLANNING
L6.4
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
1.SCOPE OF WORK
1.1.THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHER
APPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THESE PLANS.
1.2.WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OF
ACCEPTANCE BY THE OWNER.
1.3.WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS.
2.PROTECTION OF EXISTING AND PROPOSED SITE ELEMENTS
2.1.PROTECT ALL EXISTING SITE ITEMS, ALREADY COMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN FROM DAMAGE
BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM THE CONTRACTOR'S WORK SHALL
BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT NO COST TO THE OWNER.
2.2.MAINTAIN ALL NECESSARY BMP DEVICES THROUGHOUT THE DURATION OF ALL CONSTRUCTION ACTIVITIES.
2.3.WHERE APPLICABLE, SUBMIT A DETAILED PROJECT SPECIFIC WORK ZONE TRAFFIC CONTROL PLAN IN ACCORDANCE WITH
THE APPROPRIATE REGULATORY AGENCY STANDARDS UNLESS THE WORK REQUIRES NOTHING MORE THAN A DIRECT
APPLICATION OF DOT STANDARD PLANS FOR ROAD AND BRIDGE CONSTRUCTION.
2.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TO
CONSTRUCTION ACTIVITIES. THE INFORMATION AND DATA SHOWN WITH RESPECT TO EXISTING UTILITIES IS APPROXIMATE.
THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY AND COMPLETENESS OF ANY
SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR; REVIEWING AND CHECKING ALL
SUCH INFORMATION AND DATA; LOCATING ALL UTILITIES PRIOR TO CONSTRUCTION; THE SAFETY AND PROTECTION
THEREOF; REPAIRING ANY DAMAGE RESULTING FROM THE WORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING
BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTOR SHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR
AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE
LANDSCAPE ARCHITECT IN WRITING WHEN ANY CONFLICT BETWEEN UTILITIES AND THESE PLANS EXIST PRIOR TO
PLANTING.
2.5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO PLANT MATERIAL EXISTING
OR OTHERWISE. THIS SHALL INCLUDE COMPACTION AND SPILLING OF ANY DELETERIOUS MATERIALS WITHIN THE
DRIP-LINE OF EXISTING TREES TO REMAIN. PLANT MATERIAL KILLED OR DAMAGED THAT IS MISSHAPEN AND/OR
UNSIGHTLY SHALL BE REPLACED WITH LIKE SIZE AND KIND TO THE SATISFACTION OF THE OWNER OR REGULATORY
AGENCY AT THE COST TO THE CONTRACTOR.
2.6.SEE TREE MITIGATION PLAN AND NOTES, IF APPLICABLE.
3.SUBMITTALS
3.1.SUBMIT MATERIAL SAMPLES LISTED BELOW FOR APPROVAL, ON SITE OR AS DETERMINED BY THE OWNER. UPON
APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE.
MATERIAL SAMPLE SIZE
MULCH ONE (1) GALLON PLASTIC BAG
SOIL MIXTURE ONE (1) GALLON PLASTIC BAG
PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY)
3.2.SUBMIT TESTING RESULTS OF SOIL MIXTURE AS PER SECTION 6 BELOW.
4.PLANT MATERIALS
4.1.ALL PLANT MATERIAL SHALL CONFORM TO THE SPECIFICATIONS INDICATED ON THE DRAWINGS AND SHALL BE IN
ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL
BY THE OWNER OR OWNER'S REPRESENTATIVE. NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION
FROM THE LANDSCAPE ARCHITECT AND OWNER.
4.2.ALL TREE SPECIES INSTALLED SHALL BE MATCHED IN SIZE AND SHAPE UNLESS NOTED OTHERWISE.
4.3.PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, UPON DELIVERY TO THE SITE,
DURING PROGRESS OF THE WORK AND/OR AFTER COMPLETION. REJECTED PLANTS SHALL BE REMOVED AND REPLACED
IMMEDIATELY.
5.DIGGING AND HANDLING
5.1.PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER AND FREEZING, AS
NECESSARY UNTIL PLANTING. NO PLANT MATERIAL SHALL BE HANDLED BY STEMS.
6.SOIL MIXTURE (PLANTING MEDIUM, PLANTING MIX, TOPSOIL MIX)
6.1.TEST EXISTING SOIL AND AMEND AS NECESSARY IN ACCORDANCE WITH THE GUIDELINES BELOW:
6.2.SOIL MIXTURE (PLANTING MEDIUM FOR PLANT PITS) SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS
DESCRIBED BELOW. SUBMIT SAMPLES AND PH TESTING RESULTS OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE
APPROVAL PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE.
6.3.TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT PITS SHALL BE FERTILE, FRIABLE, AND OF A
LOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS,
STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT
GROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER AND HAVE A PH BETWEEN
5.5 AND 7.0.
6.4.SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND.
6.5.PLANT TREES IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED TO BE UNSUITABLE - AT WHICH POINT THE
CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE TO DISCUSS ALTERNATE RECOMMENDATION PRIOR TO
PLANTING.
7.WATER
7.1.PROVIDE WATER NECESSARY FOR PLANTING ESTABLISHMENT AND MAINTENANCE. WATER SHALL BE OF SATISFACTORY
QUALITY TO SUSTAIN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS
DETRIMENTAL TO PLANTS.
7.2.WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY.
8.FERTILIZER
8.1.PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANT INSTALLATION TYPE, AND
SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISE NATURALLY-DERIVED.
8.2.FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY.
9.MULCH
9.1.MOISTEN MULCH MATERIAL AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED AT A MINIMUM
DEPTH OF THREE (3) INCHES. CONTRACTOR SHALL CLEAR MULCH FROM WITHIN A SIX (6) INCH RADIUS AROUND TRUNK /
STEM FLARE.
9.2.PROVIDE A THREE (3) INCH MINIMUM LAYER OF SPECIFIED MULCH OVER THE ENTIRE AREA OF EACH PLANTING BED AND
TREE RING (SIX (6) FOOT DIAMETER MINIMUM).
10.CONTAINER GROWN STOCK
10.1.CONTAINER GROWN PLANTS SHALL HAVE BEEN GROWN IN IT'S CONTAINER SUFFICIENTLY LONG ENOUGH FOR THE NEW
FIBROUS ROOTS TO HAVE DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN
REMOVED FROM THE CONTAINER.
10.2.INSUFFICIENT OR POORLY STRUCTURED ROOT SYSTEMS ARE NOT ACCEPTABLE AND WILL BE REJECTED.
10.3.ROOTS PLUS GROWER (RPG) PRODUCTS SHALL BE USED WHERE SPECIFIED.
11.MATERIALS LIST
11.1.ALL QUANTITIES ARE PROVIDED FOR CONVENIENCE ONLY. CONTRACTOR SHALL CONFIRM ALL QUANTITIES PER PLAN
PRIOR TO BIDDING AND CONSTRUCTION.
12.FINE GRADING
12.1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING WHICH CONSISTS OF FINAL FINISHED GRADING (INCLUDING
ADDITIONAL SOIL MIXTURE AS NEEDED) FOR LAWN AND PLANTING AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS.
FINISH GRADE SHALL ACCOUNT FOR THICKNESS OF SOD AND/OR MULCH DEPTH.
12.2.ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO SURFACE/SUBSURFACE STORM
DRAIN SYSTEMS. AREAS ADJACENT TO BUILDINGS SHALL SLOPE AWAY FROM THE BUILDINGS. REFER TO CIVIL ENGINEER'S
PLANS FOR FINAL GRADES, IF APPLICABLE.
13.PLANTING PROCEDURES
13.1.CLEAN WORK AND SURROUNDING AREAS OF ALL RUBBISH OR OBJECTIONABLE MATTER DAILY. REMOVE ALL MORTAR,
CEMENT, AND TOXIC MATERIAL FROM THE SURFACE OF ALL PLANT BEDS. DO NOT MIX THESE MATERIALS WITH THE SOIL.
SHOULD THE CONTRACTOR FIND SUCH SOIL CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELY AFFECT
THE PLANT GROWTH, IMMEDIATELY CALL IT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.
13.2.LOCATE, MAINTAIN AND PROTECT ALL UTILITIES ABOVE AND BELOW GROUND. CALL TO LOCATE UTILITIES AT LEAST 48
HOURS PRIOR TO CONSTRUCTION.
13.3.NOTIFY LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY IF CONFLICT(S) EXIST WITH PROPOSED TREE LOCATIONS AND
EXISTING OVERHEAD POWER LINES IN ACCORDANCE WITH SETBACK REQUIREMENTS.
13.4.NOTIFY LANDSCAPE ARCHITECT IN WRITING IMMEDIATELY IF CONFLICT(S) EXIST WITH PROPOSED TREE LOCATIONS AND
EXISTING / PROPOSED LIGHT POLES. TREES INSTALLED IN CONFLICT WITH LIGHT POLES ARE SUBJECT TO RELOCATION AT
THE EXPENSE OF THE CONTRACTOR.
13.5.REMOVE ALL EXISTING AND IMPORTED DELETERIOUS MATERIAL AND SUB-BASE FROM ALL LANDSCAPE PLANTING AREAS
TO A MINIMUM DEPTH OF 36" OR TO NATIVE SOIL. CONTRACTOR IS RESPONSIBLE TO BACKFILL THESE PLANTING AREAS TO
ROUGH FINISHED GRADE AS NEEDED WITH CLEAN SOIL MIXTURE.
13.6.FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL APPLICABLE REQUIREMENTS. COMPLY WITH APPLICABLE
FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS GOVERNING LANDSCAPE MATERIALS AND WORK.
13.7.EXCAVATE ALL PLANTING PITS IN ACCORDANCE WITH LANDSCAPE DETAILS PROVIDED. TEST ALL TREE PITS WITH WATER
BEFORE PLANTING TO ASSURE PROPER DRAINAGE PERCOLATION IS AVAILABLE. IF POOR DRAINAGE EXISTS, NOTIFY
LANDSCAPE ARCHITECT IMMEDIATELY IN WRITING. NO ALLOWANCE WILL BE MADE FOR LOST PLANTS DUE TO IMPROPER
DRAINAGE. CONTRACTOR SHALL ENSURE ELIMINATION OF ALL AIR POCKETS AROUND ROOTS.
13.8.SET TREES AND SHRUBS STRAIGHT AT AN ELEVATION THAT, AFTER SETTLEMENT, THE PLANT CROWN WILL STAND ONE (1)
TO TWO (2) INCHES ABOVE GRADE. EACH PLANT SHALL BE SET IN THE CENTER OF THE PIT. PLANTING SOIL MIXTURE SHALL
BE BACK FILLED, THOROUGHLY TAMPED AROUND THE BALL, AND SETTLED BY WATER (AFTER TAMPING).
13.9.DO NOT COVER TOP OF BALL WITH SOIL MIXTURE. ALL BURLAP, ROPE, WIRES, BASKETS, ETC., SHALL BE REMOVED FROM
UPPER ONE THIRD (1/3) OF ROOT BALLS.
13.10.ALL SUCKER GROWTH AND BROKEN OR BADLY DAMAGED BRANCHES SHALL BE REMOVED WITH A CLEAN CUT IN
ACCORDANCE WITH ANSI A-300.
13.11.SHRUBS AND GROUND COVER PLANTS SHALL BE SPACED IN ACCORDANCE WITH THE DRAWINGS, LANDSCAPE DETAILS
AND AS INDICATED ON THE PLANT LIST.
13.12.TREE GUYING AND BRACING SHALL BE INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE PLANS TO INSURE
STABILITY AND MAINTAIN TREES IN A PLUMB AND UPRIGHT POSITION.
13.13.FAILURE TO FOLLOW THE ABOVE PLANTING PROCEDURE SHALL MAKE THE CORRECTIVE MEASURES THE RESPONSIBILITY
OF THE CONTRACTOR.
14.LAWN SODDING
14.1.THE WORK CONSISTS OF LAWN BED PREPARATION, SOIL PREPARATION, AND SODDING NECESSARY TO PRODUCE A TURF
GRASS LAWN ACCEPTABLE TO THE OWNER.
14.2.ALL AREAS THAT ARE TO BE SODDED SHALL BE CLEARED OF ANY ROUGH GRASS, WEEDS, AND DEBRIS TO A MINIMUM
DEPTH OF THREE (3) INCHES. PROVIDE ONE (1) INCH OF TOPSOIL ACROSS ENTIRE LAWN BED AND MIX THROUGHLY INTO
TOP FOUR (4) INCHES OF SOIL TO BRING THE GROUND TO AN EVEN GRADE. THE ENTIRE SURFACE SHALL BE ROLLED WITH
A ROLLER WEIGHING NOT MORE THAN ONE-HUNDRED (100) POUNDS PER FOOT OF WIDTH. DURING THE ROLLING, ALL
DEPRESSIONS CAUSED BY SETTLEMENT SHALL BE FILLED WITH ADDITIONAL TOPSOIL AND THE SURFACE SHALL BE
REGRADED AND ROLLED UNTIL PRESENTING A SMOOTH AND EVEN FINISH TO THE REQUIRED GRADE.
14.3.HAND RAKE LAWN BED UNTIL ALL BUMPS AND DEPRESSIONS ARE REMOVED. WET PREPARED AREA THOROUGHLY.
14.4.SOD ALL AREAS THAT ARE NOT PAVED OR PLANTED AS DESIGNATED ON THE DRAWINGS WITHIN THE CONTRACT LIMITS,
UNLESS SPECIFICALLY NOTED OTHERWISE.
14.5.THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD SPECIFICATIONS, ABSOLUTELY TRUE TO VARIETAL
TYPE, AND FREE FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND.
14.6.SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A SOLID SODDED LAWN AREA. SOD SHALL BE LAID
UNIFORMLY AGAINST THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS, PAVED AND PLANTED AREAS.
14.7.IMMEDIATELY FOLLOWING SOD LAYING, ROLL LAWN AREAS WITH A LAWN ROLLER AND THEN THOROUGHLY IRRIGATED.
14.8.IF, IN THE OPINION OF THE OWNER, TOP-DRESSING IS NECESSARY AFTER ROLLING TO FILL THE VOIDS BETWEEN THE SOD
PANELS AND TO EVEN OUT INCONSISTENCIES IN THE SOD, CLEAN SAND, AS APPROVED BY THE OWNER'S
REPRESENTATIVE, SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD AND THOROUGHLY WATERED
IN. FERTILIZE INSTALLED SOD AS ALLOWED BY PROPERTY'S JURISDICTIONAL AUTHORITY.
14.9.DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN AREAS, THE SOD PANELS SHALL AT ALL TIMES BE
PROTECTED FROM EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE SUN. ALL SOD SHALL BE
STACKED SO AS NOT TO BE DAMAGED BY EXCESSIVE HEAT AND MOISTURE.
14.10.WITHIN THE CONTRACT LIMITS, PRODUCE AND MAINTAIN A DENSE, WELL ESTABLISHED LAWN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE REPAIR AND RE-SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS UNTIL CERTIFICATION OF
ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE ORIGINAL
WORK (INCLUDING REGRADING IF NECESSARY).
15.CLEANUP
15.1.UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, REMOVE ALL MATERIAL, EQUIPMENT, AND
DEBRIS RESULTING FROM HIS WORK. ALL PAVED AREAS SHALL BE CLEANED AND THE SITE LEFT IN A NEAT AND
ACCEPTABLE CONDITION AS APPROVED BY THE OWNER'S REPRESENTATIVE.
16.PLANT MATERIAL MAINTENANCE
16.1.ALL PLANT MATERIAL SHALL BE MAINTAINED BY WATERING, CULTIVATING, SPRAYING, AND ALL OTHER OPERATIONS (SUCH
AS RE-STAKING OR REPAIRING GUY SUPPORTS) AS NECESSARY TO INSURE HEALTHY AND VIGOROUS GROWING
CONDITIONS BY THE CONTRACTOR UPON DELIVERING TO THE SITE AND UNTIL FINAL ACCEPTANCE OF WORK.
17.FINAL INSPECTION AND ACCEPTANCE OF WORK
17.1.ALL PLANT BEDS SHALL BE KEPT FREE OF NOXIOUS WEEDS UNTIL FINAL ACCEPTANCE OF WORK. PRIOR TO FINAL
INSPECTION, TREAT ALL PLANTING BEDS WITH AN APPROVED PRE-EMERGENT HERBICIDE PER MANUFACTURER
RECOMMENDATIONS. (AS ALLOWED BY JURISDICTIONAL AUTHORITY)
17.2.PROVIDE WATERING/IRRIGATION SCHEDULE FOR ALL PLANT MATERIAL TO OWNER. OBSERVE ALL APPLICABLE WATERING
RESTRICTIONS AS SET FORTH BY THE PROPERTY'S JURISDICTIONAL AUTHORITY.
17.3.UPON COMPLETION OF ALL WORK, A FINAL INSPECTION SHALL BE PERFORMED BY THE OWNER AND/OR OWNER'S
REPRESENTATIVE. ALL PLANTING, CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT
SHALL BE INSPECTED FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. ANY ITEMS FOUND TO NOT BE IN COMPLIANCE
SHALL BE CORRECTED AT THE COST OF THE CONTRACTOR.
18.WARRANTY
18.1.THE LIFE AND SATISFACTORY CONDITION OF ALL PLANT MATERIAL INSTALLED BY THE LANDSCAPE CONTRACTOR SHALL BE
WARRANTED BY THE CONTRACTOR FOR A MINIMUM OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF
CERTIFICATION AND ACCEPTANCE OF THE WORK BY THE OWNER AND/OR OWNER'S REPRESENTATIVE.
18.2.ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION THROUGHOUT THE WARRANTY PERIOD SHALL BE REMOVED
FROM THE SITE AND REPLACED AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS OF
THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE FURNISHED, PLANTED AND MULCHED AS
SPECIFIED AT NO ADDITIONAL COST TO THE OWNER. ANY REPLACED PLANT MATERIAL SHALL BE SUBJECT TO A NEW ONE
(1) YEAR WARRANTY.
18.3.IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FOR LANDSCAPE AND IRRIGATION
MAINTENANCE, THE CONTRACTOR SHOULD VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE (1) YEAR WARRANTY
PERIOD TO EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER. CONTRACTOR SHALL NOTIFY THE
OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHICH THREATEN VIGOROUS AND HEALTHY PLANT
GROWTH.
19.ABBREVIATIONS
B&B -BALLED AND BURLAPPED
BR -BARE ROOT
CAL - CALIPER
CT -CLEAR TRUNK
DBH - DIAMETER AT BREAST HEIGHT
FG -FIELD GROWN
FTG -FULL TO GROUND
GW -GREY WOOD
HO -HARDENED OFF
OA -OVERALL HEIGHT
RPG -ROOTS PLUS GROWER
LANDSCAPE SPECIFICATIONS
TYPICAL PLANTING SPECIFICATIONS
N.T.S.SEA-090-191-000-371
6/10/25
1918
RL
SE LANDSCAPE SPECS
CHIPOTLE 108TH AVE SE
TE
D
-
4
0
-
4
3
6
2
C2
5
0
0
2
0
2
1
R-436225
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
jding 07/22/2025
CURRENT PLANNING
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
1
1.INSPECT TREE FOR DAMAGED BRANCHES, APPLY
CORRECTIVE PRUNING.
2.SET ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TOP
OF ROOTBALL SHALL BE TWO INCHES ABOVE
SURROUNDING GRADE WITH BURLAP AND WIRE BASKET
INTACT.
3.REMOVE WIRE BASKET AND BURLAP DOWN FOUR TO SIX
INCHES BELOW TOP OF ROOT BALL. REMOVE ALL TWINE
AND (IF USED), SYNTHETIC MATERIAL. REMOVE OR
CORRECT GIRDLING ROOTS.
4.TAMP EXCAVATED SOIL AROUND BASE OF ROOTBALL.
5.BACKFILL REMAINDER EXCAVATED SOIL TAMPED LIGHTLY.
HIGH CLAY OR POOR SOIL SHALL RECEIVE SOIL
AMENDMENT PER LANDSCAPE NOTES.
6.WATER THOROUGHLY WITHIN TWO HOURS USING 10 TO 15
GALLONS OF WATER.
7.APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM
ROOT FLARE.
8.FINAL LOCATION OF TREE TO BE APPROVED BY OWNER.
NOTES:
SHREDDED HARDWOOD MULCH
EXCAVATED BACKFILL
SUBGRADE
TAMPED BACKFILL
TREE PLANTING
1" = 20'SEA-090-191-000-311
1
2
INSTALL CONTINUOUS MULCH BED ADJACENT TO PARKING SPACES AS SHOWN.
MULCH SHALL BE MIN. 3" DEEP. NO POP-UP IRRIGATION HEADS SHALL BE
LOCATED WITHIN 24" OF A PARKING SPACE ON ANY SIDE.
1
CURB / PARKING LOT EDGE.2
PARKING SPACE PLANTING
1" = 20'SEA-090-191-000-322
MAINTAIN 12" DEAD ZONE
AT BED EDGE.
REFER TO PLANT
SCHEDULE FOR SPACING.
BEST FACE OF SHRUB/
GROUNDCOVER TO FACE
FRONT OF PLANTING BED.
X X
NOTES:
A.CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING AREAS PRIOR TO INSTALLATION.
B.WHEN SHRUBS ARE PRUNED IN MASSES, PRUNE ALL SHRUBS TO ACHIEVE UNIFORM MASS / HEIGHT.
C.ALL SHRUBS AND GROUNDCOVERS SHALL BE PLUMB VERTICALLY, UNLESS OTHERWISE DIRECTED BY PROJECT
LANDSCAPE ARCHITECT.
4"TYP.
2X ROOT BALL WIDTH MINIMUM
1
3
4
10
5
89
6
7
6
7
8
2
PLAN
SECTION
TOP OF ROOTBALLS TO
BE PLANTED AT GRADE OR SLIGHTLY
ABOVE SURROUNDING SOIL. 2" DIA.
CLEAR OF MULCH AT TRUNK FLARE.
1
PRUNE ALL SHRUBS TO
ACHIEVE A UNIFORM
MASS/HEIGHT.
2
3" MULCH LAYER AS
SPECIFIED.
3
EXCAVATE ENTIRE BED
SPECIFIED FOR GROUNDCOVER
BED.
4
FOR CONDITIONS WITH FINISHED
GRADE OF 4:1 MAX SLOPE ON ALL
SIDES (SEE GRADING PLAN).
5
PREPARED PLANTING SOIL AS SPECIFIED.
(SEE LANDSCAPE NOTES) NOTE: WHEN
GROUND- COVERS AND SHRUBS USED IN
MASSES, ENTIRE BED TO BE
AMENDED WITH PLANTING SOIL
MIX AS SPECIFIED.
6
SCARIFY PLANT OPENING
SIDES AND BOTTOM.
7
4" HIGH BERM FIRMLY
COMPACTED.
8
UNDISTURBED NATIVE SOIL.9
FERTILIZER TABLETS (MAX 3"
DEEP)
10
SHRUB/GROUNDCOVER PLANTING
1" = 20'SEA-090-191-000-333
NOTES:
A.EXCAVATE A CONTINUOUS 24" DEEP PIT (FROM TOP OF CURB) FOR ENTIRE LENGTH AND WIDTH OF
ISLAND & BACKFILL WITH APPROVED PLANTING MIX.
B.PROTECT AND RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO REMAIN FOR STRUCTURAL
SUPPORT OF CURB SYSTEM (TYP).
C.ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES ARE 2" PER HOUR
OR LESS.
12 3
CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS).1
CLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. CLEAR
ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF, SEE PLANS.
2
2" MIN VERTICAL CLEARANCE, TOP OF CURB TO TOP OF MULCH.3
PLANTING IN PARKING ISLAND
1" = 20'SEA-090-191-000-344
FIRE HYDRANT
1
2
3
PLAN
SECTION
FIRE HYDRANT.1
NO PLANT EXCEEDING 12"
MATURE HEIGHT
MATERIAL SHALL BE
PLACED WITHIN SHOWN
RADIUS OF ALL
PROPOSED OR EXISTING
FIRE HYDRANTS.
CONTRACTOR SHALL
ADJUST PLANT
MATERIAL SO THAT NO
CONFLICTS WITH FIRE
HYDRANTS OCCUR ON
SITE.
2
FRONT OF HYDRANT
(TOWARD CURB)
3
PLANTING BY FIRE HYDRANT
1" = 10'SEA-090-191-000-355
H
H
H 2/
3
H
B
EDGE OF PLANTING AREA
TRIANGULAR
SPACING = B
DISTANCE BETWEEN
ROWS = H
TOTAL AREA (SF)
PER PLANT
6"5"0.21
0.39
0.50
0.59
7"
8"
8 1/2"
8"
9"
10"
12"
15"
18"
21"
24"
30"
36"
48"
10 1/2"
13"
15 1/2"
18"
21"
26"
31"
42"
0.88
1.35
1.94
2.63
3.50
5.42
7.80
13.84
PLANT SPACING DIAGRAM
1" = 10'SEA-090-191-000-366
NOTES:
1.CLEAR ZONE: 36" MIN. FROM BUILDING TO CENTER OF NEAREST SHRUB.
2.INSTALL SPECIFIED MULCH: 24" MIN. FROM BUILDING. SPECIFIED MULCH TO BE INSTALLED AT
A DEPTH OF 3" (MIN.)
24" MIN. CLEAR
MIN. 1/2
MATURE
SHRUB WIDTH
BUILDING
SPECIFIED
MULCH
PLANTINGS ADJACENT TO BLDG
SCALE: N.T.S.7 SEA-090-191-000-39
NOTES:
1.APPLY CORRECTIVE PRUNING.
2.SET ROOT BALL OR CONTAINER ON UNEXCAVATED OR TAMPED SOIL. TOP
OF CONTAINER SHALL BE ONE INCH ABOVE SURROUNDING GRADE.
3.SYNTHETIC MATERIAL SHALL BE REMOVED FROM PLANTING BED. FOR
CONTAINER GROWN GRASSES, REMOVE CONTAINER AND LOOSEN ROOTS
PRIOR TO INSTALLATION.
4.REMOVE OR CORRECT GIRDLING ROOTS.
5.PLUMB AND BACKFILL WITH AMENDED SOIL PER LANDSCAPE NOTES.
WATER THOROUGHLY WITHIN TWO HOURS.
6.APPLY MULCH IN EVEN LAYER, KEEPING AWAY FROM ROOT FLARE. MULCH
LIMITS FOR GRASS EXTEND TO ALL LIMITS OF PLANTING BED, SEE PLANS
FOR BED LAYOUTS.
SHREDDED
HARDWOOD MULCH
AMENDED SOIL
SUBGRADE
ORNAMENTAL GRASS PLANTING
SCALE: N.T.S.8 SEA-090-191-000-40
6/10/25
L6.5
19 19
RL
SE LANDSCAPE DETAILS
CHIPOTLE 108TH AVE SE
TE
D
-
4
0
-
4
3
6
2
C2
5
0
0
2
0
2
1
R-436226
DEVELOPMENT ENGINEERING
HHuynh 07/22/2025
jding 07/22/2025
CURRENT PLANNING