HomeMy WebLinkAboutAPPROVED_Civil_Construction_Plans_250605SOUTHCENTER
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1815
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SITE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT BOREALIS
CIVIL CONSTRUCTION PERMIT
FOR CONSTRUCTION
COVER
SHEET INDEX
SHEET NO.SHEET NO.DWG TITLE
C100 COVER
C101 NOTES
C102 NOTES
C200 CIVIL OVERVIEW PLAN
C300 DEMO AND TESC ENLARGEMENTS
C301 DEMO AND TESC ENLARGEMENTS
C302 DEMO AND TESC ENLARGEMENTS
C310 DEMO AND TESC DETAILS
C400 CIVIL ENLARGEMENTS
C401 CIVIL ENLARGEMENTS
C402 CIVIL ENLARGEMENTS
C403 CIVIL ENLARGEMENTS
C500 CIVIL DETAILS
C600 ELECTRIAL SITE PLAN
PROJECT BOREALIS
CIVIL PERMIT #C25001530
RENTON, WASHINGTON
PROJECT INFORMATION
PROJECT ADDRESS:
1301 SW 16TH STREET, SUITE 2501
RENTON, WASHINGTON 98057
PROPERTY ID:
BOEING LONGACRES PARK 25-01 LONGACRES NORTH BUILD
OFFICE PARK - PARCEL ID #2423049022. CITY OF
RENTON MUNICIPAL CODE ZONING: CO-COMMERCIAL OFFICE.
PROJECT TEAM
OWNER
ALASKA AIRLINES, INC.
19300 INTERNATIONAL BOULEVARD
SEATAC, WA 98188
OWNER'S REPRENSENTATIVE
SENECA GROUP
1191 2ND AVENUE #1500
SEATTLE, WA 98101
ARCHITECT ENGINEER
NBBJ
223 YALE AVENUE NORTH
SEATTLE, WA 98109
CIVIL ENGINEER
KPFF CONSULTING ENGINEERS
1601 FIFTH AVENUE, SUITE 1600
SEATTLE, WA 98101
ELECTRICAL ENGINEER
STANTEC
720 3RD AVENUE SUITE 1500
SEATTLE, WA98104
VICINITY MAP
SCALE: 1" = 1000'
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2025-05-08
DEVELOPMENT ENGINEERING
msippo 06/04/2025
Surface Water Enginering
jfarah 06/04/2025
REGIONAL FIRE AUTHORITY
cthomas 06/05/2025
APPROVED jding 06/05/2025
CURRENT PLANNING
CONTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED AROUND
ENERGIZED PUGET SOUND ENERGY (PSE) FACILITIES THAT ARE SERVING EXISTING
CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH PSE TO DETERMINE WHICH FACILITIES
ARE ACTIVE AND ENERGIZED AND SHALL IMPLEMENT SAFETY PROCEDURES PER PSE
REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH PSE TO ENSURE THAT FACILITIES
ARE IN PLACE TO MAINTAIN SERVICE TO CUSTOMERS THROUGHOUT CONSTRUCTION.
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
(COR STANDARD PLAN 268.00)
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
CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY
INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION.
17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP.
ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING
OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM.
18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE
MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE
TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE,
THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST
THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS
(AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND
PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE
INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER
RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE
WET SEASON.AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN
UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT
SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND
STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR
FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR
OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED
AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL.
MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL.
ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD
RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE
OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING
CODE.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C2
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1
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Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT BOREALIS
CIVIL CONSTRUCTION PERMIT
FOR CONSTRUCTION
NOTES
2025-05-08
DEVELOPMENT ENGINEERING
msippo 06/04/2025
CITY OF RENTON SURFACE WATER STANDARD NOTES:
(COR STANDARD PLAN 267.00 AND 267.10)
1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING
SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND
THE APPLICANT' S CONTRACTOR.
2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL
PERMITS PRIOR TO CONSTRUCTION.
3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH
THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM),
RENTON MUNICIPAL CODE ( RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (
APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION
OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT
NO ADDITIONAL COST TO THE CITY.
4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS
APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR
STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND
APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE
CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL
REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN
PROGRESS.
6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY
OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY
AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE
APPLICANT' S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS
SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY
BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT
DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS.
THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS.
7.VERTICAL DATUM 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:
·RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE
ROADWAY.
·ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT
OUTSIDE OF THE CURB/ GUTTER LINE.
·ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF- WAY OR IN AN
EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF- WAY AND
EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.
15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT
WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.
16.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL
GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH
FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
17.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:
•4 - 8 INCH ROCK / 40 - 70% PASSING;
•2 - 4 INCH ROCK / 30 - 40% PASSING; AND
•LESS THAN 2 INCH ROCK / 10 - 20% PASSING.
19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND
SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL
FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO
ON- SITE BMPS.
20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING
LID MARKED " STORM” 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.
CITY OF RENTON CCTV INSPECTION STANDARD NOTES:
1.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) SANITARY SEWER AND STORM DRAIN
MAIN LINES SHALL BE INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE
SUBMITTED TO THE CITY OF RENTON INSPECTOR ASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO
INSTALL PROJECT CURBS, GUTTERS, AND/ OR PAVEMENT.
2.THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL ASSOCIATION
OF SEWER SERVICE COMPANIES ( NASSCO) PIPELINE ASSESSMENT CERTIFICATION PROGRAM ( PACP).
3.ALL CCTV OPERATORS SHALL HAVE CURRENT NASSCO PACP CERTIFICATION.
4.CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE USING THE LATEST
SOFTWARE VERSION AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN
EXTERNAL HDD, DVD, OR FLASH DRIVE.
5.ALL CCTV INSPECTION REPORTS SHALL BE WITHIN +/- TWO ( 2) FEET OF THE MEASURED LINEAR FOOTAGE
BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF PIPE.
6.ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY AND ACCURATELY ENTERED ON ALL
CCTV REPORTS. WORK NOT FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND THE CONTRACTOR
SHALL BE REQUIRED TO RE- CCTV THE WORK.
7.THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS,
ELECTRONIC REPORTS, ETC. NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. THE SPEED
OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL
DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS, BUT SHOULD NOT, AT ANY TIME, BE
FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS DOCUMENT.
8.THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO PROVIDE
LOCATIONS OF FEATURES IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE DISPLAYED AND
DOCUMENTED ON THE VIDEO. ALL PACP OBSERVATIONS SHALL BE IDENTIFIED BY AUDIO AND ON A PACP LOG. ALL
VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL VIDEO RECORDING SHALL BE
CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO " PAUSING" OF THE VIDEO RECORDING DURING EACH
PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL DEFECTS,
FEATURE, AND OBSERVATIONS ARE SEEN AND LOGGED.
9.JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING,
WATER ( CONTAINING DYE) SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT UNTIL
IT IS OBSERVED AND RECORDED FLOWING PAST THE CAMERA' S FIELD OF VISION IN ITS ENTIRETY.
10.THE CCTV CAMERA SHALL HAVE A WATER- LEVEL MEASURING DEVICE ( BALL, CYLINDER, ETC.) ATTACHED THAT
HAS 1/4" MARKINGS TO SHOW THE DEPTH OF WATER IN THE PIPE DURING THE CCTV INSPECTION.
11.ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION.
12.PER CITY OF RENTON SPECIFICATION 7-08. 3(2)B, SEWER AND STORM DRAIN PIPELINE SHALL HAVE NO MORE THAN
1/2" OF PONDING TO BE CONSIDERED ACCEPTABLE.
BASIS OF DESIGN:
CIVIL DESIGN IS BASED ON THE FOLLOWING DOCUMENTS:
TOPOGRAPHIC SURVEY PROVIDED BY BRH, DATED 2024-10-06
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C2
5
0
0
1
5
3
0
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT BOREALIS
CIVIL CONSTRUCTION PERMIT
FOR CONSTRUCTION
NOTES
2025-05-08
DEVELOPMENT ENGINEERING
msippo 06/04/2025
3 - STORY STRUCTURALSTEEL BUILDINGFOOTPRINT AREA:±190,693 SQ. FT.
3 - STORY STRUCTURALSTEEL BUILDINGFOOTPRINT AREA:±190,693 SQ. FT.
3 - STORY STRUCTURALSTEEL BUILDINGFOOTPRINT AREA:
±190,693 SQ. FT.
OWNER: UNICO LONGACRES NORTH BUILDADDRESS: 1301 SW 16TH STPARCEL NO.: 242304-9022 OWNER: UNICO LONGACRES NORTH BUILD
ADDRESS: 1301 SW 16TH STPARCEL NO.: 242304-9022
OWNER: UNICO LONGACRES NORTH BUILDADDRESS: 1301 SW 16TH STPARCEL NO.: 242304-9022
PARCE
L
A
PARCEL
A PARCEL
B
PARCEL
B
PARCEL
B
OWNER: UNICO LONGACRES NORTH BUILDADDRESS: 1301 SW 16TH STPARCEL NO.: 242304-9022
OWNER: CITY OF RENTON
ADDRESS: SW 16TH STPARCEL NO.: 242304-9138
3 - STORY STRUCTURALSTEEL BUILDINGFOOTPRINT AREA:±190,693 SQ. FT.
3 - STORY STRUCTURALSTEEL BUILDINGFOOTPRINT AREA:±190,693 SQ. FT.
SW 16TH ST
SW 16
T
H
S
T
OA
K
S
D
A
L
E
A
V
E
S
W
L
O
N
G
A
C
R
E
S
D
R
S
W
MAIN ENTRANCE
ENLARGEMENT
EV CHARGING STALLS
ENLARGEMENT
3
C301, C402
2
C300, C401
1
C300, C400
FOOD TRUCK
ACCESS PATH
ENLARGEMENT
SIGNAGE
ENLARGEMENT
4
C302, C403
LEGEND:
RIGHT-OF-WAY LINE
LIMITS OF WORK
0
1 inch = 60 feet
30'60'120'
NOTES:
1.REFER TO C100 AND C101 FOR GENERAL NOTES.
2.CONTRACTOR SHALL CONFIRM POC'S, LOCATION, AND ELEVATIONS WHEN CONNECTING TO
EXISTING SYSTEMS AND GRADES. NOTIFY ENGINEER OF ANY DISCREPANCIES.
3.REFER TO ELECTRICAL PERMIT FOR PSE AND ELECTRICAL INFRASTRUCTURE.
4.PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES
TO REMAIN WITHIN AND ADJACENT TO LIMIT OF WORK.
5.ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN
KIND. PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD
PLANS AND SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS.
6.FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE
PER CITY OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD.
PLAN 101, OR MATCH EXISTING WHICHEVER IS GREATER.
7.THE BOREALIS PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER THE 2022
CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM). PROJECT SITE PARCEL IS FULLY
LOCATED WITHIN THE SPECIAL FLOOD HAZARD ARAE (SFHA) PER FEMA FIRM MAP. THEREFORE,
THE PROJECT IS REQUIRED TO MEET FLOOD PLAIN REQUIREMENTS. ALL THE IMPROVEMENTS
ARE ABOVE THE BASE FLOOD ELEVATION (BFE).
8.ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON
AND MUTCD SPECIFICATIONS.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C2
5
0
0
1
5
3
0
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT BOREALIS
CIVIL CONSTRUCTION PERMIT
FOR CONSTRUCTION
CIVIL OVERVIEW PLAN
2025-05-08
DEVELOPMENT ENGINEERING
msippo 06/04/2025
LEGEND:
RIGHT-OF-WAY LINE
CONSTRUCTION FENCE
TREE PROTECTION FENCE
STRAW WATTLE
CATCH BASIN INSERT
REMOVE FULL DEPTH
CONCRETE PAVING
REMOVE LANDSCAPE
REMOVE ASPHALT
SAWCUT LINE
DEMOLISH EXISTING CURB
CB INLET
PROTECTION
(TYP)
1
C310
SAWCUT TO
NEAREST JOINT
(TYP)
REMOVE CONCRETE
SIDEWALK (TYP)
EXISTING BUILDING
OUTLINE (TYP)
EXISTING BUILDING
OVERHANG (TYP)
DEMO EXISTING
CURB (TYP)
REMOVE
LANDSCAPE
(TYP)
PROTECT
EXISTING TREE
3
C310
SAWCUT TO
NEAREST JOINT
(TYP)
CONSTRUCTION
FENCE (TYP)
STRAW WATTLE
(TYP)
2
C310
REMOVE CONCRETE
SIDEWALK (TYP)
EXISTING BUILDING
OUTLINE (TYP)
EXISTING PARKING
(TYP)
EXISTING BUILDING
OVERHANG (TYP)
DEMO EXISTING
CURB (TYP)
ENTRY CIRCLE
0
1 inch = 10 feet
5'10'20'
1
C200
MAIN ENTRANCE ENLARGEMENT
SCALE: 1" = 10'
2
C200
FOOD TRUCK ACCESS PATH ENLARGEMENT
SCALE: 1" = 10'
NOTES:
1.CONTRACTOR SHALL OBTAIN AND PAY FOR NECESSARY PERMITS TO EXECUTE
DEMOLITION, INCLUDING PERMIT TO USE PUBLIC WATER SUPPLY FOR DUST
SUPPRESSION.
2.DEMOLITION SHALL BE IN CONFORMANCE WITH APPLICABLE REGULATION, CODES, AND
DEMOLITION PERMIT REQUIREMENTS.
3.CONTRACTOR SHALL DISPOSE OF EXCESS DEMOLITION MATERIAL OFF-SITE IN A SAFE
AND LEGAL MANNER.
4.MAKE VERTICAL SAWCUTS BETWEEN ALL EXISTING PAVEMENT TO REMAIN AND THE
PORTION TO BE REMOVED. PROTECT PAVEMENT TO REMAIN OUTSIDE OF SAWCUT LINE.
5.CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES AND CONDUCT
EXISTING BUILDING PRE-CONSTRUCTION SURVEYS, PRIOR TO DEMOLITION OR
CONSTRUCTION ACTIVITIES.
6.CONTRACTOR SHALL PROVIDE TRAFFIC AND PEDESTRIAN REROUTES AS NECESSARY
TO COMPLETE THE WORK, AND OBTAIN APPROVAL FROM THE CITY PRIOR TO BEGINNING
WORK.
7.ANY DAMAGE RESULTING FROM PROJECT DEMOLITION ACTIVITIES TO EXISTING
IMPROVEMENTS OR VEGETATION OUTSIDE OF WORK INDICATED ON PLAN SHALL BE
REPAIRED/REPLACED IN KIND AT CONTRACTOR'S EXPENSE.
8.CONTRACTOR SHALL COORDINATE WITH ALL AFFECTED UTILITY PROVIDERS AND CITY
TO KEEP ADJOINING PROPERTY SERVICES UNINTERRUPTED, AND TO PERFORM
DEMOLITION ACTIVITIES IN ACCORDANCE TO APPLICABLE STANDARDS.
9.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT AND SEDIMENT LADEN
RUNOFF FROM LEAVING THE SITE. CONTRACTOR SHALL ADJUST AND ADD BMPS AS
NECESSARY TO ADDRESS FIELD CONDITIONS AND PROGRESSION OF WORK. EROSION
AND SEDIMENT CONTROL MEASURES SHALL MEET COR REQUIREMENTS. TESC
MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH COR.
10.REMOVE AND DISPOSE OF ALL TESC MEASURES AT THE COMPLETION OF THE PROJECT
WHEN ALL DISTURBED AREAS HAVE BEEN FULLY AND FINALLY STABILIZED.
11.FENCE LIMITS SHOWN ARE APPROXIMATE AND SHALL BE ADJUSTED AS NECESSARY
FOR THE CONTRACTOR TO ACCOMPLISH THE WORK. PREVENT DISTURBANCE BEYOND
THE LIMITS OF WORK.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C2
5
0
0
1
5
3
0
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT BOREALIS
CIVIL CONSTRUCTION PERMIT
FOR CONSTRUCTION
DEMO AND TESC ENLARGEMENTS
2025-05-08
DEVELOPMENT ENGINEERING
msippo 06/04/2025
PROTECT EXISTING
8" SSS
PROTECT EXISTING
8" SSS
PROTECT EXISTING
CTV
SAWCUT TO
NEAREST JOINT
(TYP)
REMOVE CONCRETE
SIDEWALK (TYP)
EXISTING BUILDING
OUTLINE (TYP)
EXISTING BUILDING
OVERHANG (TYP)
REMOVE
LANDSCAPE
(TYP)
PROTECT
EXISTING TREE
TYP
3
C310
CONSTRUCTION
FENCE (TYP)
STRAW WATTLE
(TYP)
2
C310
CB INLET
PROTECTION
(TYP)
1
C310
APROXIMATE LOCATION
OF EXISTING TREE, TYP 1
LEGEND:
RIGHT-OF-WAY LINE
CONSTRUCTION FENCE
TREE PROTECTION FENCE
STRAW WATTLE
CATCH BASIN INSERT
REMOVE FULL DEPTH
CONCRETE PAVING
REMOVE LANDSCAPE
REMOVE ASPHALT
SAWCUT LINE
DEMOLISH EXISTING CURB
0
1 inch = 10 feet
5'10'20'
3
C200
EV CHARGING STALLS ENLARGEMENT
SCALE: 1" = 10'
NOTES:
1.CONTRACTOR SHALL OBTAIN AND PAY FOR NECESSARY PERMITS TO EXECUTE
DEMOLITION, INCLUDING PERMIT TO USE PUBLIC WATER SUPPLY FOR DUST
SUPPRESSION.
2.DEMOLITION SHALL BE IN CONFORMANCE WITH APPLICABLE REGULATION, CODES, AND
DEMOLITION PERMIT REQUIREMENTS.
3.CONTRACTOR SHALL DISPOSE OF EXCESS DEMOLITION MATERIAL OFF-SITE IN A SAFE
AND LEGAL MANNER.
4.MAKE VERTICAL SAWCUTS BETWEEN ALL EXISTING PAVEMENT TO REMAIN AND THE
PORTION TO BE REMOVED. PROTECT PAVEMENT TO REMAIN OUTSIDE OF SAWCUT LINE.
5.CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES AND CONDUCT
EXISTING BUILDING PRE-CONSTRUCTION SURVEYS, PRIOR TO DEMOLITION OR
CONSTRUCTION ACTIVITIES.
6.CONTRACTOR SHALL PROVIDE TRAFFIC AND PEDESTRIAN REROUTES AS NECESSARY
TO COMPLETE THE WORK, AND OBTAIN APPROVAL FROM THE CITY PRIOR TO BEGINNING
WORK.
7.ANY DAMAGE RESULTING FROM PROJECT DEMOLITION ACTIVITIES TO EXISTING
IMPROVEMENTS OR VEGETATION OUTSIDE OF WORK INDICATED ON PLAN SHALL BE
REPAIRED/REPLACED IN KIND AT CONTRACTOR'S EXPENSE.
8.CONTRACTOR SHALL COORDINATE WITH ALL AFFECTED UTILITY PROVIDERS AND CITY
TO KEEP ADJOINING PROPERTY SERVICES UNINTERRUPTED, AND TO PERFORM
DEMOLITION ACTIVITIES IN ACCORDANCE TO APPLICABLE STANDARDS.
9.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT AND SEDIMENT LADEN
RUNOFF FROM LEAVING THE SITE. CONTRACTOR SHALL ADJUST AND ADD BMPS AS
NECESSARY TO ADDRESS FIELD CONDITIONS AND PROGRESSION OF WORK. EROSION
AND SEDIMENT CONTROL MEASURES SHALL MEET COR REQUIREMENTS. TESC
MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH COR.
10.REMOVE AND DISPOSE OF ALL TESC MEASURES AT THE COMPLETION OF THE PROJECT
WHEN ALL DISTURBED AREAS HAVE BEEN FULLY AND FINALLY STABILIZED.
11.FENCE LIMITS SHOWN ARE APPROXIMATE AND SHALL BE ADJUSTED AS NECESSARY
FOR THE CONTRACTOR TO ACCOMPLISH THE WORK. PREVENT DISTURBANCE BEYOND
THE LIMITS OF WORK.
DEMOLITION NOTES:
CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING TREES PRIOR TO
DEMOLITION OR CONSTRUCTION ACTIVITIES.
1
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C2
5
0
0
1
5
3
0
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT BOREALIS
CIVIL CONSTRUCTION PERMIT
FOR CONSTRUCTION
DEMO AND TESC ENLARGEMENTS
2025-05-08
DEVELOPMENT ENGINEERING
msippo 06/04/2025
OWNER: UNICO LONGACRES NORTH BUILD
ADDRESS: 1301 SW 16TH ST
PARCEL NO.: 242304-9022
SW 1
6
T
H
S
T
L
O
N
G
A
C
R
E
S
D
R
S
W
REMOVE LANDSCAPE
(TYP)
PROTECT
EXISTING TREES
TYP
3
C310
CONSTRUCTION FENCE
(TYP)STRAW WATTLE
(TYP)
2
C310
PROVIDE CB INLET
PROTECTION IN CBS
ADJACENT TO WORK
(TYP)1
C310
1
PROTECT EXISTING
SIDEWALK AND LIGHT
POLE (TYP)
FUTURE ENTRY SIGN,
APPROXIMATE LOCATION,
UNDER SEPARATE PERMIT
PROPERTY LINE
(TYP)
LEGEND:
RIGHT-OF-WAY LINE
CONSTRUCTION FENCE
TREE PROTECTION FENCE
STRAW WATTLE
CATCH BASIN INSERT
REMOVE FULL DEPTH
CONCRETE PAVING
REMOVE LANDSCAPE
REMOVE ASPHALT
SAWCUT LINE
DEMOLISH EXISTING CURB
0
1 inch = 10 feet
5'10'20'
4
C200
SIGNAGE ENLARGEMENT
SCALE: 1" = 10'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C2
5
0
0
1
5
3
0
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT BOREALIS
CIVIL CONSTRUCTION PERMIT
FOR CONSTRUCTION
DEMO AND TESC ENLARGEMENTS
NOTES:
1.CONTRACTOR SHALL OBTAIN AND PAY FOR NECESSARY PERMITS TO EXECUTE
DEMOLITION, INCLUDING PERMIT TO USE PUBLIC WATER SUPPLY FOR DUST
SUPPRESSION.
2.DEMOLITION SHALL BE IN CONFORMANCE WITH APPLICABLE REGULATION, CODES, AND
DEMOLITION PERMIT REQUIREMENTS.
3.CONTRACTOR SHALL DISPOSE OF EXCESS DEMOLITION MATERIAL OFF-SITE IN A SAFE
AND LEGAL MANNER.
4.MAKE VERTICAL SAWCUTS BETWEEN ALL EXISTING PAVEMENT TO REMAIN AND THE
PORTION TO BE REMOVED. PROTECT PAVEMENT TO REMAIN OUTSIDE OF SAWCUT LINE.
5.CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES AND CONDUCT
EXISTING BUILDING PRE-CONSTRUCTION SURVEYS, PRIOR TO DEMOLITION OR
CONSTRUCTION ACTIVITIES.
6.CONTRACTOR SHALL PROVIDE TRAFFIC AND PEDESTRIAN REROUTES AS NECESSARY
TO COMPLETE THE WORK, AND OBTAIN APPROVAL FROM THE CITY PRIOR TO BEGINNING
WORK.
7.ANY DAMAGE RESULTING FROM PROJECT DEMOLITION ACTIVITIES TO EXISTING
IMPROVEMENTS OR VEGETATION OUTSIDE OF WORK INDICATED ON PLAN SHALL BE
REPAIRED/REPLACED IN KIND AT CONTRACTOR'S EXPENSE.
8.CONTRACTOR SHALL COORDINATE WITH ALL AFFECTED UTILITY PROVIDERS AND CITY
TO KEEP ADJOINING PROPERTY SERVICES UNINTERRUPTED, AND TO PERFORM
DEMOLITION ACTIVITIES IN ACCORDANCE TO APPLICABLE STANDARDS.
9.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT AND SEDIMENT LADEN
RUNOFF FROM LEAVING THE SITE. CONTRACTOR SHALL ADJUST AND ADD BMPS AS
NECESSARY TO ADDRESS FIELD CONDITIONS AND PROGRESSION OF WORK. EROSION
AND SEDIMENT CONTROL MEASURES SHALL MEET COR REQUIREMENTS. TESC
MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH COR.
10.REMOVE AND DISPOSE OF ALL TESC MEASURES AT THE COMPLETION OF THE PROJECT
WHEN ALL DISTURBED AREAS HAVE BEEN FULLY AND FINALLY STABILIZED.
11.FENCE LIMITS SHOWN ARE APPROXIMATE AND SHALL BE ADJUSTED AS NECESSARY
FOR THE CONTRACTOR TO ACCOMPLISH THE WORK. PREVENT DISTURBANCE BEYOND
THE LIMITS OF WORK.
DEMOLITION NOTES:
CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF EXISTING TREES PRIOR TO
DEMOLITION OR CONSTRUCTION ACTIVITIES.
1
2025-05-08
DEVELOPMENT ENGINEERING
msippo 06/04/2025
1CATCH BASIN INSERT 2STRAW WATTLE
3TREE PROTECTION
TREE PROTECTION MEASURES
A.CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT,
DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR
COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED.
B.FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND
MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL
RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE-QUARTER FEET (1.25') FOR
EVERY ONE INCH (1”) OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE
PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, “NO
TRESPASSING - PROTECTED TREES,” OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS
TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES
SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER
EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES.
C.PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED,
THE APPLICANT SHALL CONSTRUCT A DRY ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL
MUST BE EQUAL TO THE TREE'S DRIP LINE.
D.IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE
MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED.
E.RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO
BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (I) THE AREA DEFINED BY THE
DRIP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER
FOR EACH ONE INCH (1”) OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL,
OR OTHER CONDITIONS MAY BE REQUIRED.
F.MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY
WITH A MINIMUM OF THREE INCHES (3”) OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING.
EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS.
G.MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED
LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM THE DEVELOPMENT ACTIVITIES AND/OR TO PRUNE
BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO
BE RETAINED.
TREE PROTECTION NOTES
1.6-FOOT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE
SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS
OR STAKES INTO MAJOR ROOTS.
2.FOR ROOTS OVER 1-INCH IN DIAMETER THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT
TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP
TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE.
3.WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC,
OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C2
5
0
0
1
5
3
0
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT BOREALIS
CIVIL CONSTRUCTION PERMIT
FOR CONSTRUCTION
DEMO AND TESC DETAILS
2025-05-08
DEVELOPMENT ENGINEERING
msippo 06/04/2025
NOTES:
1.REFER TO C100 AND C101 FOR GENERAL NOTES.
2.REFER TO C200 FOR PLAN NOTES.
1
2
BC
2
1
.
1
7
±
(
E
X
)
BC 21
.
0
7
±
(
E
X
)
TC 21
.
5
1
±
(
E
X
)
TC
2
1
.
5
4
±
(
E
X
)
TC
2
1
.
4
7
±
(
E
X
)
BC
2
1
.
0
7
±
(
E
X
)
BC 20
.
9
5
±
(
E
X
)
TC 21
.
3
6
±
(
E
X
)
TC
2
1
.
4
0
±
(
E
X
)
BC
2
0
.
9
8
±
(
E
X
)
21.59
±
(
E
X
)
21.
6
0
±
(
E
X
)
21.60
±
(
E
X
)
21.
6
0
±
(
E
X
)
0.
6
2
%
±
(
E
X
)
0.05% ±(EX)
21.51 ± (EX)
40.0'20.3'
PEDESTRIAN CONCRETE
PAVEMENT (TYP)
12" WIDE CONCRETE
CURB AND GUTTER.
MATCH GRADES AT
EXISTING SIDEWALK AND
EXISTING FLOW LINE
MATCH EXISTING GRADES AT
EXIST PAVEMENT, TYP
EXISTING BUILDING
OUTLINE (TYP)
EXISTING BUILDING
OVERHEAD (TYP)
1.
0
0
%
±
(
E
X
)
1.
8
6
%
±
(
E
X
)
1.
5
5
%
±
(
E
X
)
12
.
9
'
±
TY
P
0
1 inch = 10 feet
5'10'20'
1
C200
MAIN ENTRANCE ENLARGEMENT
SCALE: 1" = 10'
CONSTRUCTION NOTES:
GRADE IN PLANAR FASHION BETWEEN SPOTS PROVIDED. REPLACE SIDEWALK
SECTION PER COR STD PLAN 102.
REPLACE EXISTING CURB PER COR STD PLAN 101, MATCH EXISTING DIMENSIONS
FOR VISUAL CONSISTENCY.
1
2
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C2
5
0
0
1
5
3
0
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT BOREALIS
CIVIL CONSTRUCTION PERMIT
CIVIL ENLARGEMENTS
LEGEND:
PROPERTY LINE
CONCRETE PAVEMENT
2025-05-08
DEVELOPMENT ENGINEERING
msippo 06/04/2025
NOTES:
1.REFER TO C100 AND C101 FOR GENERAL NOTES.
2.REFER TO C200 FOR PLAN NOTES.
1
20.
7
7
±
(
E
X
)
20.85
±
(
E
X
)
19.84
19.
9
3
BC
1
9
.
8
6
±
(
E
X
)
TC
2
0
.
3
5
±
(
E
X
)
1.75%
1.
8
0
%
5.
0
'
21.24
±
(
E
X
)
21.
2
7
±
(
E
X
)
21.32
±
(
E
X
)
21.34
±
(
E
X
)
20
.
3
4
20.5
4
(
G
B
)
20.
3
9
1.
8
0
%
1.25%5.38%
5.38%
1.
8
0
%
1.
8
0
%
20.
4
5
±
(
E
X
)
19.7
6
(
E
X
)
19.97 (EX)
19.69 ± (EX)
2.24%
1.44%
2.18%
8.0'2.0'
20
.
4
3
REPLACE LANDSCAPE
IN KIND (TYP)
MATCH EXISTING GRADE
AT EXISTING PAVEMENT
AND LANDSCAPE (TYP)
PEDESTRIAN CONCRETE
PAVEMENT (TYP)
4' x 5' UPPER
LANDING
4' x 5' LOWER
LANDING
EXISTING BUILDING
OVERHANG (TYP)
CONNECT CONDUIT TO
PROPOSED ELEC OUTLET,
REFER TO ELEC
(1) - 2" PVC CONDUIT,
REFER TO ELEC
CONNECT CONDUIT TO
EXISTING ELEC OUTLET,
REFER TO ELEC
9.
0
'
2.0' TYP
20.59
±
(
E
X
)
20.
5
6
±
(
E
X
)
1.
0
'
(T
Y
P
)
14.2'0.
6
1
%
±
(
E
X
)
0.
4
1
%
±
(
E
X
)
21.
2
8
±
(
E
X
)
21.11
±
(
E
X
)
21.12
±
(
E
X
)
21.23
±
(
E
X
)
2.00%± (EX)
1.75%± (EX)
1.75%
19.95
1.25%
1.
6
3
%
±
(
E
X
)
MATCH EXISTING
GRADE AT EXISTING
LANDSCAPE (TYP)
MATCH EXISTING GRADE
AT EXISTING PAVEMENT
(TYP)
20
.
4
8
B
C
1
9
.
7
7
±
(
E
X
)
TC 20.20 ± (EX)
2.04%
1.
8
0
%
2
0
19
.
8
0
19.
8
9
4.2'
0
1 inch = feet
1.5'3'6'
3
2
C200
FOOD TRUCK ACCESS PATH ENLARGEMENT
SCALE: 1" = 3'
CONSTRUCTION NOTES:
GRADE IN PLANAR FASHION BETWEEN SPOTS PROVIDED.
REPLACE SIDEWALK SECTION PER COR STD PLAN 102
AND MATCH EXISTING HORIZONTAL DIMENSIONS.
1
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C2
5
0
0
1
5
3
0
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT BOREALIS
CIVIL CONSTRUCTION PERMIT
CIVIL ENLARGEMENTS
LEGEND:
PROPERTY LINE
CONCRETE PAVEMENT
LANDSCAPE
2025-05-08
DEVELOPMENT ENGINEERING
msippo 06/04/2025
D
5
C500
3
C500
1
4.
5
'
±
19.9' ±
4.
0
'
T
Y
P
3.
0
'
TY
P
PROPOSED PARKING STALLS
WITH EV CHARGING
(TYP)
REPLACE LANDSCAPE IN KIND
PEDESTRIAN CONCRETE
PAVEMENT AND LANDSCAPE
(TYP)
MATCH EXISTING GRADE
AT EXISTING PAVEMENT
(TYP)
BUILDING ELEC POC,
REFER TO ELEC
(1) - 1 1/4" PVC CONDUITS
(TYP)
REFER TO ELEC
(5) - 1 1/4" PVC CONDUITS,
REFER TO ELEC
EV CHARGING STATION
PEDESTAL, (TYP)
REFER TO ELEC (TYP)
R=5 (TYP)
APPROXIMATE
LOCATION OF EXISTING
TREE (TYP)
WHEEL STOP (TYP)
PROTECT EXISTING SIDEWALK
(TYP)
2'X2' HANDHOLD
WITH OPEN BOTTOM,
REFER TO ELEC
ROUTE CONDUITS
BETWEEN
EXISTING TREES
PROTECT EXISTING 12" SD,
CONTRACTOR TO CONFIRM
LOCATION AND ELEVATION
PRIOR TO CONSTRUCTION
20.
2
9
±
(
E
X
)
20.
3
2
±
(
E
X
)
20.
5
0
±
(
E
X
)
20.
4
7
±
(
E
X
)
20.
3
3
±
(
E
X
)
20.
2
9
±
(
E
X
)
20.
4
3
±
(
E
X
)
20.
4
0
±
(
E
X
)
20.
9
0
±
(
E
X
)
20.
9
9
±
(
E
X
)
PROTECT EXIST
CURB
NOTES:
1.REFER TO C100 AND C101 FOR GENERAL NOTES.
2.REFER TO C200 FOR PLAN NOTES.
0
1 inch = 5 feet
2.5'5'10'
LEGEND:
PROPERTY LINE
CONCRETE PAVEMENT
LANDSCAPE
3
C200
EV CHARGING STALLS ENLARGEMENT
SCALE: 1" = 5'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C2
5
0
0
1
5
3
0
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT BOREALIS
CIVIL CONSTRUCTION PERMIT
CIVIL ENLARGEMENTS
CONSTRUCTION NOTES:
CONTRACTOR SHALL FEILD VERIFY THE LOCATION OF
EXISTING TREES AND EXISTING UTILITES PRIOR TO
DEMOLITION OR CONSTRUCTION ACTIVITIES.
1
2025-05-08
DEVELOPMENT ENGINEERING
msippo 06/04/2025
NOTES:
1.REFER TO C100 AND C101 FOR GENERAL NOTES.
2.REFER TO C200 FOR PLAN NOTES.
SW 1
6
T
H
S
T
L
O
N
G
A
C
R
E
S
D
R
S
W
FUTURE ENTRY SIGN,
APPROXIMATE LOCATION,
UNDER SEPARATE PERMIT
PROPERTY LINE
(TYP)CAP CONDUIT TO
FUTURE ENTRY SIGN,
REFER TO ELEC
CONNECT CONDUIT TO
EXISTING ELEC HH,
REFER TO ELEC
20.86 ±
(
E
X
)
1
REPLACE LANDSCAPE
IN KIND (TYP)
MATCH EXISTING GRADE
AT EXISTING PAVEMENT
AND LANDSCAPE (TYP)
R=5
(TYP)
PROTECT EXISTING
SIDEWALK (TYP)
REFER TO ELEC FOR NUMBER
AND SIZE OF CONDUITS, ROUTE
CONDUITS BETWEEN EXISTING
TREES
4.0'
TY
P
20.95 ±
(
E
X
)
19.71 ± (EX)
19.86 ± (EX)
0
1 inch = 10 feet
5'10'20'
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C2
5
0
0
1
5
3
0
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT BOREALIS
CIVIL CONSTRUCTION PERMIT
CIVIL ENLARGEMENTS
LEGEND:
PROPERTY LINE
LANDSCAPE
CONSTRUCTION NOTES:
CONTRACTOR SHALL FEILD VERIFY THE LOCATION OF
EXISTING TREES AND EXISTING UTILITES PRIOR TO
DEMOLITION OR CONSTRUCTION ACTIVITIES.
1
4
C200
SIGNAGE ENLARGEMENT
SCALE: 1" = 10'
2025-05-08
DEVELOPMENT ENGINEERING
msippo 06/04/2025
1CEMENT CONCRETE CURBS
NTS
2CEMENT CONCRETE SIDEWALK
NTS
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C2
5
0
0
1
5
3
0
Call 811
two business days
before you dig
R
1601 5th Avenue, Suite 1600
Seattle, WA 98101
206.622.5822
www.kpff.com
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT BOREALIS
CIVIL CONSTRUCTION PERMIT
FOR CONSTRUCTION
CIVIL DETAILS
4TYPICAL ELECTRICAL CONDUIT TRENCH
NTS
NOTES:
1.THE NON-SHRINK GROUT USED TO ATTACH THE PRECAST
CURB SHALL CONSIST OF 3:1 SAND AND CEMENT. GROUT TO A
DEPTH OF 1" FROM THE TOP OF THE CURB.
2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
OF 3000 PSI AT 28 DAYS.
#3 BARS (2)
5"
ELEVATION
2 1/2"
2 1/2"
2" CLEAR
(TYP.)
1.0 1.0 2.0
6.0
9" MAX.
6" MIN.
13/16" DIA. HOLES
PLAN
ATTACHMENT DETAIL
18
"
MI
N
6"
10" MAX.
8" MIN.
#3 BARS (2)
ATTACH WITH
#6 BAR (2)
RECESS BAR 1"
AND PLACE
NON-SHRINK
GROUT AROUND
BAR TO FILL
RECESS.
3
PRECAST CONCRETE
PARKING CURB DETAIL
NTS
6"
6"
MI
N
.
6"
MI
N
.
6"
MIN.
TYP
36
"
M
I
N
.
CONDUITS PER PLAN
SAND BEDDING
LANDSCAPING, REPLACE IN KIND
5EV PEDESTAL DETAIL
NTS
TOP OF PEDESTAL
ELEV 21.0 VA
R
I
E
S
10
"
M
A
X
24
"
24"EXIST SIDEWALK
EXIST CURB
PLAN VIEW
SECTION
42
"
M
I
N
1"±
EV CHARGING STATION,
REFER TO ELEC
INSTALL STATION SUPPORT PER
MANUFACTURES REQUIREMENT
LANDSCAPING
REPLACE IN KIND, TYP
4"
2"
REINFORCING, TYP
REFER TO NOTE
NOTE:
REINFORCE PEDESTAL WITH (4) #8 VERTICAL BARS AND
#4 TIES AT 12” O.C. AT THE TOP OF THE PEDESTAL TIE
SPACING TO (3) TIES @ 2” O.C. EACH. CONTRACTOR TO
SUBMIT SHOP DRAWINGS OF REINFORCING PRIOR TO
CONSTRUCTION
3" CLR, TYP
2025-05-08
DEVELOPMENT ENGINEERING
msippo 06/04/2025
DATUMCall
811two business days
before you dig
R
K-1 EASEMENT
PER BLA
K-1 EASEMENT
PER BLA
LCP
T
T
T
T
TT
T
T
T
T
T
T
T
T
T
T
T T
TT
T
T
T
T
T
T
T
T
T
T
T T T
T T T
T
T
T T T
LC
P
LCP
LC
P
LCP
LC
P
L
C
P
LCP
LCP
LC
P
LC
P
LC
P
LCP
LC
P
LCPLCP
LCP
LC
P
T
T
T
LC
P
LCP
T
T
T
T
T
T
T
T
TT
T
T
T
T
T
TT
HH
HH
LC
P
LC
P
T T
T
T
T T
14-50R,WP
14-50R,WP
14-50R,WP
1
2
3
CAR CHARGING STATIONS
4
CHRG-1,3
CHRG-5,7
CHRG-9,11
CHRG-13,15
CHRG-17,19
V22-6-31,33
V22-6-35,37
V22-6-39,41
1 1/4"C-3#2,1#4G THWN
1 1/4"C-3#3,1#6G THWN
1 1/4"C-3#3,1#6G THWN
EXTERIOR SIGNAGE
3/4"C-1#12,1#12N,1#12G THWN
APPROXIMATE
LOCATION OF ELECTRIC
ROOM 1W-942
EXTERIOR SIGNAGE
3/4"C-1#10,1#10N,1#10G THWN
5
5
M,WP
M,WP
EXTERIOR SIGNAGE
3/4"C-1#8,1#8N,1#10G THWN
6
M,WP
1
1" = 50'-0"E100-EXT
1 ELECTRICAL SITE PLAN - CIVIL PERMIT
SHEET NOTES - E100
# NOTE
1 PROVIDE NEW HANDHOLE WITH CONDUIT SIZED AS NOTED BACK TO
KITCHEN ELECTRICAL ROOM 1S-561 THROUGH EXISTING HANDHOLE TO THE
SOUTH. MOUNT FOOD TRUCK RECEPTACLE TO NEW PEDESTAL AND
PROVIDE APPROX 60' 3#2,1#6G SOOW EXTENSION CORD FOR FOOD TRUCK
CONNECTION TO PEDESTAL OUTLETS.
2 ROUTE CONDUCTORS IN EXISTING CONDUIT BACK TO KITCHEN ELECTRICAL
ROOM 1S-561. MOUNT FOOD TRUCK RECEPTACLE TO NEW PEDESTAL AND
PROVIDE APPROX 110' 3#3,1#6G SOOW EXTENSION CORD FOR FOOD TRUCK
CONNECTION TO PEDESTAL OUTLETS.
3 ROUTE CONDUCTORS IN EXISTING CONDUIT BACK TO KITCHEN ELECTRICAL
ROOM 1S-561. MOUNT FOOD TRUCK RECEPTACLE TO NEW PEDESTAL AND
PROVIDE APPROX 150' 3#2,1#4G SOOW EXTENSION CORD FOR FOOD TRUCK
CONNECTION TO PEDESTAL OUTLETS.
4 PROVIDE CHARGEPOINT DUAL HEAD 80A CP SERIES PEDESTAL CHARGERS
WITH POWERSHARE. ROUTE (1)1-1/4"C WITH 3#4,1#8G FROM EACH CHARGER
TO CAR CHARGING PANEL IN ELECTRICAL ROOM 1W-942.
5 CONNECT EXTERIOR SIGNAGE LIGHTING, SIZE AS INDICATED, TO EXISTING
EXTERIOR RECEPTACLE CIRCUIT IN EXISTING HANDHOLE AT THIS
APPROXIMATE LOCATION.
6 CONNECT EXTERIOR SIGNAGE LIGHTING, MATCH EXISTING CIRCUIT
CONDUCTOR SIZE, TO EXISTING 480V SITE LIGHTING CIRCUIT IN EXISTING
HANDHOLE AT THIS APPROXIMATE LOCATION.
FI
L
E
N
A
M
E
:
XX
X
X
ELECTRICAL SITE PLAN
XX
LR
LR
BY
BY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
14
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PROJECT BOREALIS
CIVIL CONSTRUCTION
PERMIT
05/08/2025
14
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
CITY OF
RENTON
FOR REFERENCE ONLY
AS NOTED
1 SIGNAGE REVISION LGR 5/16/2025 BTY
1
C600
electrical work not
approved by
development
engineering and this
sheet is for
reference only.
electrical work to be
permitting by city
building department.