HomeMy WebLinkAboutzR-4068SetA PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
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Southport Park Avenue Extension
PARK AVENUE
RENTON, WA 98056
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
RECORD DRAWINGS
Legal Description
PARCEL A:
LOTS A AND C OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA 98-176, RECORDED UNDER
RECORDING NO.9902019014, RECORDS OF KING COUNTY, WASHINGTON.
PARCEL B:
A NON-EXCLUSIVE EASEMENT FOR USE OF AN ACCESS AND MAINTENANCE ROAD OVER, ALONG,
ACROSS AND THROUGH THE FOLLOWING DESCRIBED PROPERTY:
THAT PORTION OF GOVERNMENT LOTS 1 AND 2 IN SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST,
W.M., KING COUNTY, WASHINGTON, AND ALL THOSE PORTIONS OF LAKE WASHINGTON SHORE LANDS
FRONTING THEREON, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1, SECTION 8, TOWNSHIP 23
NORTH, RANGE 5 EAST, W.M., SAID POINT BEING THE NORTHWEST CORNER OF THE NORTHEAST
QUARTER OF SAID SECTION 8;
THENCE WESTERLY ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 1 AND SUCH LINE PRODUCED
WESTERLY 959.35 FEET, TO THE WESTERLY MARGIN OF BURLINGTON NORTHERN RAILROAD
COMPANY'S RIGHT OF WAY (FORMERLY NORTHERN PACIFIC RAILWAY COMPANY'S LAKE WASHINGTON
LINE) AND THE TRUE POINT OF BEGINNING;
THENCE SOUTHERLY ON A CURVE TO THE RIGHT, ON SAID WESTERLY MARGIN OF BURLINGTON
NORTHERN RAILROAD COMPANY'S RIGHT OF WAY, THE RADIUS POINT OF WHICH BEARS NORTH
74°38'01" WEST, SAID
CURVE HAVING A RADIUS OF 1388.68 FEET, THROUGH AN INCLUDED ANGLE OF 4°14126" FOR AN ARC
LENGTH OF 102.78 FEET (102.76 FEET CHORD DEF.);
THENCE SOUTH 75°44'38" WEST 240.72 FEET;
THENCE SOUTH 46°51'03" EAST 232.84 FEET;
THENCE SOUTH 88°48'46" EAST 94.33 FEET TO THE TRUE POINT OF BEGINNING;
(BEING A PORTION OF PARCEL B OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-98-176,
RECORDED UNDER KING COUNTY RECORDING NO.9902019014.)
CIVIL ABREVIATIONS
CB CATCH BASIN
CONIC CONCRETE
COR CITY OF RENTON
DEMO DEMOLITION
ELEC'L ELECTRICAL
EX EXISTING
H HORIZAONTAL
IE INVERT ELEVATION
L LENGTH
MAX MAXIMUM
MID MIDPOINT
MIN MINIMUM
NTS NOT TO SCALE
PC POINT OF CURVE
PI POINT OF INTERSECTION
PSE PUGET SOUND ENERGY
PT POINT OF TRANSITION
R RADIUS
STA STATION
STD STANDARD
TYP TYPICAL
V VERTICAL
VC VERTICAL CURVE
WSDOT WASHINGTON STATE
DEPARTMENT OF
TRANSPORTATION
�B.BR�
OF
VTENW
33708 Transportation Engineering NorthWest
ICI S T Egg CSC Transportation Planning I Design I Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004
�IONAL �� /I Office (425) 889-6747
Project Contact: Elyse Stemmler, P.E.
V Phone: 425-250-5004
Horizontal Datum
NAD 83191
Vertical Datum
NAVD 88
Basis of Bearings
CITY OF RENTON DATUM LOT LINE ADJUSTMENT
NO. LUA 98-176
Benchmark
CITY OF RENTON BENCHMARK NO. 1847
(LOCATION)
ELEV= 37.84
Site Information
SITE INFORMATION
TOTAL SITE AREA: 10.09 ac.
TOTAL WORK AREA: 2.64 ac.
TOTAL NET NEW IMPERVIOUS AREA ADDED BY THE PROJECT: 0.0 SF
NOTE: ALL EXISTING SURFACES ARE ALREADY IMPERVIOUS
Utility Providers
SANITARY SEWERS, STORM DRAINAGE, WATER
CITY OF RENTON
DEVELOPMENT SERVICES
1055 SOUTH GRADY WAY
RENTON, WA 98055
(425)430-7200
POWER AND NATURAL GAS
PUGET SOUND ENERGY
MUNICIPAL LAND PLANING
815 MERCER ST
SEATTLE, WA 98109
1-800-CALLPSE
(206)224-2120
DOE NPDES WAR PERMIT NO.
PARK AVENUE EXTENSION BY SECO IS A PRIVATE ACCESS
WHICH WILL GIVE PUBLIC ACCESS EASEMENT TO CITY.
STREET LIGHTING IS PRIVATELY INSTALLED, OWNED, AND
MAINTAINED BY SECO.
COUGHLIN PORTERLUNDEEN
STRUCTURAL CIVIL SEISMIC ENGINEERING
801 SECOND AVENUE, SUITE 900 (206) 343-0460
SEATTLE, WA 98104 www.cplinc.com
RECORD DRAWINGS
REVISION
JULY 07, 2022
Vicinity Map
SCALE 1'=400'
ab
PROJECT
AREA
60
N 10pN S\
Owner
SECO DEVELOPMENT
1133 LAKE WASHINGTON BLVD N, SUITE 90
RENTON, WA 98056
(425) 282-5833 CONTACT: DEREK JANKE
Civil Engineer
COUGHLIN PORTER LUNDEEN
801 SECOND AVENUE, SUITE 900
SEATTLE, WA 98104
(206) 343-0460 CONTACT: BART BALKO, PE
Transportation Engineer
TENW
11400 SE 8TH ST, SUITE 200
BELLEVUE, WA 98004
(425) 250-5004 CONTACT: ELYSE STEMMLER, PE
Surveyor
BUSH ROED & HITCHINGS
2009 MINOR AVENUE EAST
SEATTLE, WA 98102
PHONE: (206) 323-4144 CONTACT: TAYLOR SCHULTE
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
KLB CONSTRUCTION IN JUNE 2022
The on -site private storm drainage facilities and public/private water and
sewer systems were installed in accordance with the approved plans and
the documented field revisions and function as intended.
07/08/221 SURVEYED: SCALE:
TRS A HORIZONTAL: VERTICAL:
N D 1983/11991 s
DESIGNED: AS SHOWN CITY OF
RAG RENTON
DRAWN:
PRW ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
BSB IF NOT ONE INCH
BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TBB
Sheet Index
C-000
CIVIL COVER SHEET
C-001
CIVIL GENERAL NOTES
C-002
HORIZONTAL CONTROL PLAN OVERALL
C-101
DEMOLITION AND TESC PLAN
C-102
DEMOLITION AND TESC PLAN
C-110
TESC DETAILS
C-201
ROADWAY PLAN
C-202
ROADWAY PLAN
C-210
STORM DRAINAGE DETAILS
C-211
STORM DRAINAGE DETAILS
C-212
ROADWAY GRADING DETAILS
C-220
ROADWAY PLAN AND PROFILE
C-221
ROADWAY PLAN AND PROFILE
C-222
ROADWAY PLAN AND PROFILE
C-223
ROADWAY PLAN AND PROFILE
C-301
UTILITY PLAN
C-310
UTILITY DETAILS
C-311
UTILITY DETAILS
C-320
UTILITY PROFILE
C-401
PAVING PLAN
C-402
PAVING PLAN
C-410
PAVING DETAILS
C-411
PSE FENCE DETAIL
C-412
C.O.R. PAVING DETAILS
XS-ALTA-00 SURVEY
PM-01
PAVEMENT MARKING PLAN
PM-02
PAVEMENT MARKING PLAN
PM-03
PAVEMENT MARKING PLAN
IL-01
ILLUMINATION PLAN
IL-02
ILLUMINATION PLAN
PC-01
PHOTOMETRIC CALCULATIONS
R-406801
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK AVENUE NORTH EXTENSION
RENTON, WASHINGTON
CIVIL COVER SHEET
C")
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DATE,
04/30/2021
FIELDBOOK:
PAGE:
DRAWING NO:
C-000
0
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1 30 SHEET: OF:
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
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Construction Sequence:
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD
BETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE.
2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL
UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS
1-800-424-5555.
3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION.
4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS.
5. INSTALL FILTER FABRIC FENCING AND OTHER SEDIMENT CONTROL DEVICES PER DEMOLITION AND T.E.S.0 PLAN,
SHEET C-101.
6. CLEAR AND GRUB AREA TO BE DISTURBED BY CONSTRUCTION.
7. BACKFILL ROAD GRADE AND SURROUNDING AREAS.
8. INSTALL ROADWAY UTILITIES AND ALL SURFACE IMPROVEMENTS.
9. VEGETATE AND STABILIZE SITE.
10. CLEAN SITE AND WORK AREA INCLUDING ALL STORM DRAINAGE SYSTEMS.
11. REMOVE TESC MEASURES WHEN SITE IS STABILIZED AS AUTHORIZED BY CITY ENGINEER.
Erosion Control Notes
1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS -SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER
UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS.
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD
WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.
3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE
PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN
ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING 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.
4. 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.
5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST 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 EROSION AND SEDIMENT FACILITIES 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. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO
EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE.
6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS 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 PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION
CONTROL FACILITIES 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 PERMITEE TO
ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES,
OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER
QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL
OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS
DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING DRAY SEASON (APRIL 1ST
THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH APPROVED ESC COVER METHODS (E.G.,
SEEDING, MULCHING, PLASTIC COVERING, ETC.).
9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES
CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH
AN ADJUSTMENT PROCESS.
10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL.
11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7)
DAYS.
12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR
WITHIN 12 HOURS FOLLOWING A STORM EVENT.
13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL
CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEARED PRIOR PAVING. THE CLEANING OPERATION SHALL NOT
FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS
GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING
OR PLASTIC COVERING.
15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH
THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE
PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST
BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST 3FEET ABOVE THE FINAL GRADE OF THE
FACILITY.
16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT1) ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY
WHICH ONES CAN BE SEEDED IN PREP FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE
WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE TO
REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.
17. ALL ESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE.
�Q 33708
NAL E��1
VTENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004
Office (425) 889-6747
Project Contact: Elyse Stemmler, P.E.
Phone: 425-250-5004
Demolition Notes
1. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE
BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS
SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM
OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE
OWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THIS
INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS ON THE
CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE
DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT
ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION.
2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY
THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS
DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN
SUBSURFACE CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM
THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN
WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR
AND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION
FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER
HAS APPROVED THE WORK IN WRITING.
3. CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR
FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL
KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE
BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE
UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE NOTICE TO
THAT UTILITY.
4. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, AND
CITY OR STATE RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES.
THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES
AND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE.
5. VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEEN
DISCONNECTED.
6. ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL,
CONSTRUCTION AND VEGETATION TO REMAIN. COMPLY WITH ALL STATE AND LOCAL
AGENCY REQUIREMENTS.
7. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK
WITH LOCAL UTILITY PURVEYORS.
8. MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM
INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DO
NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUT
PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS
ALONG ACCESS ROAD AT ALL TIMES; MEET ALL APPLICABLE CODES AND
ORDINANCES.
9. PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN.
10. DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN.
11. RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL
CONDITION, AS ACCEPTABLE TO OWNER. REPAIR ANY DAMAGE TO ADJACENT
STRUCTURES, UTILITIES, SITE, AND WORK OF THIS CONTRACT TO REMAIN AT NO
ADDITIONAL COST TO OWNER.
12. NO BLASTING ON SITE. DO NOT USE EXPLOSIVES.
13. SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL.
DO NOT SPRINKLE TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF OR
ICING.
14. REMOVE EXISTING ABOVE -GRADE AND BELOW -GRADE IMPROVEMENTS AS
INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALL
BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO
REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY
MAKING A NEAT VERTICAL SAW CUT AT THE BOUNDARIES OF THE AREA TO BE
REMOVED.
15. REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW
CONSTRUCTION AND AS INDICATED. REMOVAL OPERATIONS SHALL BE PERFORMED
IN A MANNER TO PROTECT PROPERTY.
16. MAKE CUTS AT CLOSEST PAVING JOINT.
17. THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING
ALL LINE AND LOCATION STAKES, INCLUDING OFFSETS AND GENERAL
CONSTRUCTION STAKING. WHEN WORK REQUIRES BEING ON SITE A QUALIFIED
LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO
THE CONTRACTOR'S CREW WHILE CONTROL IS BEING PERFORMED, ALL NECESSARY
RELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALL BE PRESENT ON SITE
FOR THIS WORK. THIS EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO
ADDITIONAL COST TO OWNER FOR THE PURPOSE OF VERIFYING LAYOUT AND
CERTIFYING THE ACCURACY OF WORK ON THE SITE.
18. PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE
AREA OF DEMOLITION.
19. TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTEN
PERMISSION OF GOVERNING AUTHORITIES AND OF THE OWNER. WHERE ROUTES
ARE PERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED.
20. THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND
STAKES AND THE REPLACEMENT OF ANY THAT ARE DISPLACED OR MISSING.
21. THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF
BY THE CONTRACTOR IN A MANNER CONSISTENT WITH ALL GOVERNMENT
REGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THE THE PROJECT
SITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER,
WETLAND, OR IN ANY PROJECT SITE, SHOVED ONTO ABUTTING PRIVATE
PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON STREET OR
ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE
PRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANY
DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT.
COUGHLINPORTERLUNDEEN
STRUCTURAL CIVIL SEISMIC ENGINEERING
801 SECOND AVENUE, SUITE 900 (206) 343-0460
SEATTLE, WA 98104 www.cplinc.com
7,151
RECORD DRAWINGS
REVISION
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
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, 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, 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.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
AeotSTD. PLAN - 267.00
off• PUBLIC WORKS SURFACE WATER STANDARD PLAN APPRill, D
'1` DEPARTMENT NOTES (1 OF 2) GAZ 9/28/z018
rumm Wo,k:Aammi,t,, , DATE
:45 An
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES.
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;
• 2-4INCH ROCK /30-40% PASSING; AND
• LESS THAN 2 INCH ROCK / 10 - 20 % PASSING.
19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS.
20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" SHALL BE LOCATED AT THE PROPERTY
LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00.
21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED
TO THE CITY PRIOR TO CONSTRUCTION.
22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
PROJECT CURBS, GUTTERS AND/OR PAVEMENT.
23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH 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.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 267.10
PRIPUBLIC WORKS SURFACE WATER STANDARD PLAN APPRD:
DEPARTMENT NOTES (2 OF 2) GAZ 9/28/2018
PublicW kk:Aammi,t,, , DATE
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
KLB CONSTRUCTION IN JUNE 2022
The on -site private storm drainage facilities and public/private water and
sewer systems were installed in accordance with the approved plans and
the documented field revisions and function as intended.
07 08 22 SURVEYED: SCALE:
TRS vErmcAL: NAVD lsaa
AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF
DESIGNED:
RAG RENTON
DRAWN: VR
PRW
ONE INCH DATU M
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
BSB IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
TBB
R-406802
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK AVENUE NORTH EXTENSION
RENTON, WASHINGTON
NOTES SHEET
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DATE,
04/30/2021
RELDBOOK:
PAGE:
DRAWING NO:
C-001
' )
SHEET: 2 OR
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
\ ( -B6 � \ USED 0/1 TANKS
\ \ RIM.•21.00 / \ `
0 \ \ /F(NW)4'PVC20.01 ti i / 2 BLRD \ << r' \
BTU-17.56 () \
\ OG' CB G 2198 0 / cno \ I
o� R/M.21.80 NI / -CP- 1 CB 1 Est \ \
\ /E(SE)4'PVC.'19.63 /� " g' HVAC K1�IM.21.74 \ / o \
\ lE(NE)8'PVC:18.82 / " v POOR 1�a 41 /E(NE)AP.•20.03 \ \ \ BL�D ARK AVENUE
O \ \ 1E(SW)8'PVC.•18.80 / 22. lE(SW) M.18.91 A ' \ "ZZ'ss \ \\ i > I TENBUIL PROJECT
i _� T BE BUI BY THE
�. \ \ �\ BP: 7+32.10 BTM=18.60 i IT . SHOWN FOR
CB / i
Q \ RIIY22.01 P / " ^ I 2t58 � ti R FERENCE ONLY.
.- 1E(SW)8'PLAST1C18.86 F / i h / NATER SHUT OFF /
w
�a VALVE
F-- \ /E(#8'PVC.•18.71 / i \ N
S R1M.2390
1E(NE)47P:22.45
CPEP 1E(NW)6'P1C.22.16
0 \\ \ �\ "�. \ \ 6 SD i EP: +49.78�
o \\ � 21 � it �\\\ \ \2 S57004'00"E-
z - o � /
W SI \ END PAVING AND CURB WORK AT 6 \ SAG anoN 34.248
\� o PROPANE TANK \ NOT LOCATED AT PI: 15+00.22
X \ STATION=14+75.00 TIME OF SURVEY
ry 41 , COL ' n \ SID CB \ \ PT: 14+57.2 (16.5' LT) 10N:56.91
w �� \ ` F 1-STORY STEEL RIM.•21.2 1W
BLDG 1580E SO
ti � / C � lE :20.14 ti
w FT/
" < \ x
\ \ �� \ ` � ti oo `�RO �S'CP:20.04 : 15'
k - - _ _ _ - � 1
> \ `\ " & l 1E((YW)6'PVC.•20.04 � \ _ - - - L: 20.16' /
Q \ \ \ ♦ 0 ti ti 22•� ' . " l,f(NEBTU-18.54
)s'PVC:20.04 \ PT: 14+55.86 ` 0: 76°59'
/ �- - - SEE SHEET /
PM-01 FOR 1 WIRE ELEVATlON.84.75
SITE SIGNAGE R: 99' /
L: 100.82' I \
ti PSE STANDARD SECURITY
FENCE ALONG INTERIOR �: 58°20'57.5"
\ .. 2�&4 s
� X y1. SITE LIMIT. SEE DETAIL
ry-to �\ / �� \ C-411 I \
4
0 Mid:14+14.34O W8S.
\
a \ \ �`� ` IF(NE)8'lP ELBOW- 19.12 MID: 14+14.7 (16.0' LT) R: 59' `
J
_ < �, \ 8TM:16.36 o \ �o;� �� �o L:77.69'
�i o 0: 75°26'46.7„
�< \ A-\ ASPH ✓ \ ti \ MID: 14+50.7 (24.0' RT)
0 A'
rn �
'o \ P CB ASPH vo \
ti
9- No so \ `\\ R/M.•21.93 �, 22.Os / A •` \
PV :19.83 �.��� O`' CDNNR��FED / \ \ / / � ' ` �✓
/ �,1
0 0 �� ` ♦ BTU, I E� S P�O�G \ \ PRC: 13+72.82 L 4 \
\ C ` ♦. o� CB Rc R/M.•20.82 < CB \ \ `\ i m PT: 13+95.1 (2 6' RT� \
S RIM20.88 EX CB TYPE I /E(SE)4'lR 19.67 ` �' R/M.-•21.27 \ \ I \
1E(SE)6'PVC.• 19.53 LE(W)8 CP.• 19. 41
\ �\ W/ SOLID LOCKIN lD lE(E)s'PVC2o.27 \ PT: 13+72.2 (16.0 LT)
o /E NW 6'CP:19.19 BTM.19.37
o rn. o \ ( ) RlM 22.10 BTM 1952
\� ` lE(NE)6 PVC:19.13 IE 18 NE 15" CPEP I GRAVEL
lE(SW)12 'ADS 18.88 18.20 SW 15" CPEP
I- LE 18.00 N 18" CPEP
\ s R/M.-21.12
o X
/ �\ 1E(SE)6'CP:19.08 / / \ \ '�;� SD R: 71' / M' I PT:13+55.6 (22.0' RT) \
\ om k h BTY:I8 AD .O j �1.� ti sd L: 124.04 \
B7M.1 f / \ ASPH C A:100°05'46.5"
'A�\ \/ / / / \ ♦ BTM.W8438VC ELBOW.•20.78
0000
<\\ / ���/ \ - - -� // CENTER LINE OF ROAD
�
DESIGN PROFILE
ol
0 0 6" DOMESTIC WATER METER \\ \ 1 1 MID. 12 96.5 (15.0' LT) / L/ 16 .51'
x
/ P: '20'14.3"
�CO�R. STD PLAN 320.4 W/ \ �\
IN, 1 22 / / ^� POWER POLE
ELEVATION OF TOP WIPE 86.7'
PC: 12+222 (140' LT) � ELEVATION OF BOTTOM WIRE:64.T
101
EX r✓0 -,/ �\ I�Iic�9 ..
+88.65 � � 00
IN, PT: N ° 0
10+34.03 / ��D.009 Mid: 12+97.92
86. 00, - 11+00 S14 3417E-188.98 � 1r`'0
' - - - - - - - - - - - - - - - - -
° 1� 50- MID. 12 89. (2.0 R )
/.. \ CV
llWl� . . .. - 9�:. • ,\ \ 2�2g STA 10+98.3 (28.7' RT) �' PC: 12+23.01
Y'. .. ..a: ab q./ s STA 11+02.2 (31.5' RT)
- - - - - - - - - -
�9 "- -'\e + - PC: 12+23.0 22.0' RT i s
r''�<>` ��------ -- ----- STA11 09.4(28.5 RT)---- ------(-- - -�i
LIMIT LIMIT - - - -
WMA
;JZD
•� +•.q•. .* -E_ E E E E 3- 3 3 _ 3 3 0'5' 3 3 3 31' 3 3-
104 O 0
LIMIT ......... ......... �.._� .LMA ..� - - - - - - - - IMi�-- - - -- - - T - - -- - - --� - �L
STA 10+89.4 (28.5' RT) CLF W/ BARBED wlRt STA 12+31.2 (29.1' RT) STA 12+56.2 (32.6' RT)
^hh�
6S� o Q SEE TYPICAL PRIVATE STREET ROCKERY
N SECTION ON SHEET C-201 SEE DETAIL ADDRESS: 737 LOGAN AVE N
m S����
m OWNER: THE BOEING COMPANY
Legend Notes
' PROPERTY LINE 12" Di W W WATER MAIN 1. ROCKERY STATION AND OFFSETS ARE TAKEN AT TOP BACK OF ROCK R-4 0
` LIMIT LIMITS OF CONSTRUCTION C-212
F
ASPHALT PAVEMENT FDC� P/to WV
�N FH/FDC/PIV/VALVE
PSE STANDARD SECURITY FENCING IN COMPLIANCE WITH CITY OF RENTON
0 10 20 40 CONCRETE PAVEMENT 8"S0 SD 8" SD @ xx% STORM DRAINAGE PIPE CONSTRUCTION RECORD DRAWING
PSE STANDARD SECURITY FENCING
CONCRETE CURB C )� ` L J � � ❑®OOO YD/CO/CB/CB 2/MH & LIMITS OF CONSTRUCTION This construction record drawing is a copy of a cad file prepared by
��- 55 AREAS OF OVERLAP COUGHLIN PORTER LUNDEEN and has been edited to reflect field
SCALE1 =20 EX CONTOUR (INDEX) „ verified invert and rim elevations of the storm, sanitary sewer and water
54 PROPOSED DITCH Call before you main systems. Field verified invert and rim elevations were obtained by
EX CONTOUR O KLB CONSTRUCTION IN JUNE 2022
55- - CONTOUR (INDEX) D g' 8- I - I The on -site private storm drainage facilities and public/private water and
or 1-800-424-5555 sewer systems were installed in accordance with the approved plans and
BWBRO�, 54� CONTOUR UNDERGROUND the documented field revisions and function as intended.
SERVICE (USA)
Q o RECORD DRAWINGS 07 08 22 SURVEYED:
SCALE.
T E N W HORIZONTAL- NAD 1983/1991
"��'°"`� NAVD 1985 PARK AVENUE NORTH EXTENSIO
COUGHLINPORTERLUNDEEN DESIGNED:
IWO As SHOWN WO CITY OF RENTON, WASHINGTON
Transportation Engineering Northwest DRAWN: RENTON
Q 33708 � STRUCTURAL CIVIL SEISMIC ENGINEERING
C1 ��O Transportation Planning I Design I Traffic Impact & Operations PRW ONE INCH DATUM
�SjONAL �� 11400SE8thstreet
ife20425) ,Bellevue,WA98004 801 SECOND AVENUE, SUITE 900 (206)343-0460 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HORIZONTAL CONTROL PLAN OVERALL
OfficSEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH
Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
Phone: 425-250-5004 TBB
310
�P \ U
IVA6
J
_J
WOOD PP
ELEVATION OF TOP WIRE: 51.6
ELEVATION OF BOTTOM WIRE- 50.6
I
I 8' SECURITY
FENCE
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II
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II
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STANDARDS w
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Q
DATE:
N 04/30/2021 0
FIELDBOOK:
PAGE
DRAWING NO:
C-002
SHEET: OF: 3 30 ' A
Co
O
O
r
4
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
° RIM.'21.00
iF(NW)4'PVC20.01 ti i <<�>� \ /
O BTM.17.56 : � � \x
R/CB 27.98 \jL N
� 6M.•21.80 CB
"N`�p ti o � �
lE(SE)4'PUC.'19.63 HVAC R/M.21.74 0 \ \ o BLRU \ O
aka' /F(NE)6 CP:20.03 > I- SEE C-3� 1 FOR PRO O
I � lE(NE)8'PUC:18.82 �� 22.41
O 1E(SW)8'PVC.•18.80 , lE(SW)6'CP.19.93 �> 22.5s i
CB 8TY=18.60 BIM.•18.52 a n \ \ ATER WNE WITH P r
o ORDIfATE WITH Cl V
TI ING OF CONNECTIO
R/M.22.01 21.58 ti..
ti m NATER. SHUT OFF:
0 /E(SW)8'PLAST1C,8.86 4 P o" $ i y�
Ll.l /E(N8'PUC.18. i h ti
IE(iV8'PVC.•18.71
PSE STANDARD SECURITY P
ti SO BT . B TYPE J �B �-
ti FENCE ALONG INTERIOR SITE �9.. _
♦ < \g1 LIMIT. SEE DETAIL R/M23.90
1 �n lE(Nf)4`lP22.45. ..
gn eo ti5 77
` 1"1 . 5" CPfP lti' C�4_1�1 /E(NW)6'Pl�C:22.15 :
z 5� IE E� ff PVC �p 0 -BTM•20.64 -
O
(%) INLET PROTECTION (TYP) d' INLET PROTECTION
z F HV• SEE DETAIL �', �8
`� ,� (TYP) SEE DETAIL
C-110 \ sQ g \' CCU SAG ELEV
w ` 1 SION PRO ECT
f ti o o PROPANE TANK
ED AT : lh
X :. TIME -OF SURVEY. ;
ti
w Jrn VN iq6 1ry .&RE ELEE/A7TON,'5691': OW
COL �,0 .CB
UILT BY T
ti 1-STORY STEEL 27sz /E ... :20. i4 o - E ONLY.
w ` BLDG 1580E SO <<
o RD )6 CP:20:0.4 -
\ ` o z1��
\ �, lllg\. ., .. � : lE(NW)6'Pt/C.•20.04
�.. lE(NE)6'FtiC..20.04
Q y �O REMOVE EX CURB N
o O�' BTM'1854
00
WIRE -ELEPTION.'84.75'
a
� < ` ` �s TIE CONSTRUCTION GATE INTO EX FENCE. TO BE r� 0�� -. REMOVE -EX: O
REMOVED AT CONSTRUCTION COMPLETION OR g2 ASPHALfi
AS CONSTRUCTION REQUIRES-
A� o .\ JUNIn(J4 W LUNG)
0 ��\�� ��� RlM2 L 81 0 ti
N lE(SW)8'4DS:19.12 ASPH ti REMOVE EX
r N A o o o a x FENCE (TYP)
�_ c .\ ` IF(NE)8'lP ELBOW' 19.1,
N RTd l 1 R �F
PROTECT EX Ns \ \ v� REMOVE EX
LU 4" GAS LINE CATCH BASIN
J
` REMOVE 6 CP SD LINE AND CAP
Wx
0 = R\Dp� ,/� REMOVE EX FENCE
() PROTECT EX 12"� AFTER PSE FENCE :. CB
STORM LINE 5p RIM.•21.13 -i
U J ` IS INSTALLED / b ASPH O d
W 1E(SW)8'CP:19.77 WIRE ELEV4TLON..46:91
PROTECT EX DRIVEWAY o \ / RrM21.93 gy \P REMOVE EX FENCE BTU- 19.15
N
N lE(SE)6ADS: pjEp AFTER PSE FENCE IS WOOD PP
(may lE(s nG"nil ppNNEp�F PROTECT EX
INSTALLED (TYP) ELEVATION OF TOP WIRE. 50.8'
Q o N B / Epp P�pN CB ELEVATION OF BOTTOM WIRE. 50.1' FENCE (TYP)
W REMOVE EX CURB �=o ` / CB R/M.20.82 :�� C8 PROTECT EX
/E(SE)4'lP:19.67
R1M20.88 EX CB TYPE l R/M�1.27.. '` POWER POLE
Z REMOVE EX SIDEWALK S lE(SE)6'PUC.19.53 W/ SOLID LOCKING LID F�w)8 CP.19.41 lE(E)fi P{rC2D.27 TO REMAIN ELEVATION OF TOP WIRE.- 51.6
IE(NW)6'CP:19.19 9TM.-I9.37 ) r- (P r_r- P r-r� . ELEVATION OF BOTTOM WIRE 50.6
PROTECT EX CB TO REMAIN o o . <RIM 22,10 BTM'19.52 : 1 01�'�1 ) . -. ( ).. (P};-) F_r=(P) i r=(P}.r� �- _ _
�►- IE(NE)6 PVC 19.13 /E 18.05 NE 15" CF
SAWCUT AND i 11 :.
Z s� IE(SW)12 ADS• 18.88 /E 18.20 SW 15" CF
PROTECT EX WATER VALVES \ :1 • lF 18.00 N 18" r.P REMOVE EX �,,%�/ .
6• -
(� ASPHALT (TYP) ,i, REMOVE EXUTILITY
o. :
SERVICE POLE : REMOVE EX
o R/M.21.12 111 8 SECURITY
IE(SE)6'CP:19.081i FENCE (TYP) FENCE
\ ? lENE8ADS 19.02 sl � PI
" ON 1-`l1 REMOVE EX OVERHEAD
\ a BTM.17.51� CB II�I� N. .
INLET PROTECTION RIM.•21.83 ll1_1_' pP�E U... POWER, COORDINATE
(TYP) SEE DETAIL 1F(NW)4'PVC ELBOW.20.7 1 -` � RELOCATION WITH PSE
\ o EX CB 1 pC� PE 1 o �TM.18.38
RIM 22.1�1�-<11 REMOVE EX OVERHEAD
Sp < o IE 19.o0 NE 15" CPEP I-�11�1 POWER AND TELEPHONE, PROTECT EX
POWER
IE 19.00 S 6" PVC ��1�'1/ COORDINATE RELOCATION TO REMAOLE
WITH PSE AND OTHER o ..,
REMOVE (3) EX ` h �111, UTILTY PROVIDERS.•�1.ao: m
C BOLLARDS
6" DOMESTIC WATER METER a a. ' �S' REMOVE EX .
COR STD PLAN 320.4 W/ ASPHALT _k
PROTECT WATER METER
-Aa
VAULT AND WATER SERVICE
PROTECT EX POWER POLE
GAS LINE INFRASTRUCTURE ce - EGEVArioN.oF.roP WIRE
PROTECT EX a o . R1M.21.80 . ELEVATION.OF BOTlOh1 WIRE.°:64.7'' J
REMOVE EX FIRE HYDRANT AND - . t cn
CONCRETE ! IENW 8 CP 19.61 ABANDON PIPE IfV'PLACE, REMOVE _
TEL LINE o :..
GATE VALVE, INSTALL 6 BLIND :'IE(SE)
SLAB )
12AQS•19.05 PIPE CONFLICTS WITH
PROTECT EX G N a ... .. _. -- :... � �. . � ..
FLANGE ON EXISTING TEE. a BTM:1775. J:
ELEC L LINE
PROPOSED INFRA o
SALVAGE EX ANGLE IRON TO BE RESTORED
PROTECT EX
ON PROPOSED CONCRETE PAD a GRAVEL
WATERLINE ABANDONPIPE IN PLACE. -REMOVE . : § �.
-
REMOVE REINFORCED HEAVY DUTY 1 N pS .. ���`'- c
WHERE PIPE CONFLICTS WITH.
CONCRETE SLAB ON GRADE a�. r
G24VEL PROPOSED. INFRASTRtJ.C.TURE TYPj�( r -
llWl - -. -. . SD . CUT AND TEMP CAP R/M•2176 J
o 008`CP.•19.31
. 1
EX STORM PIPE .
�S._ lE NE `CP.- 19.22
o a o SEE SHEET C-201 O
o a 22 93 `v -
:. ....S 19 22
IT _ FOR NEW STORM lE(NW)12"4D
LIMIT LIMIT BTU..17.43 END SILT FENCE
P ST. CONNECTION
START SILT FENCE-- ..P.ROTECT EX :.. SEE DETAIL 3 J_
N a " C' 110
o SEE DETAIL CB TO REMAIN SILT FENCE
3
o-
3.
_ C.110 C-110
SEE DETAIL
LIMIT LIMIT LIMIT LIM
8'CLF W/ BARBED WIRE
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ADDRESS: 737 L OGAN AVEN ��
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m E 2�; W�W m OWNER: THE BOEING COMPANY J -
Legend w
' - - SAWCUT LINE TEMPORARY CONSTRUCTION GATE 0 0 0 0 FILTER FABRIC FENCING R 4 O 6 8 O 4
X
REMOVE CURBING INLET PROTECTION -TTDEMO TELCOM SERVICE w
INCLUDE INLET PROTECTION ON IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ll.l
O 10 20 40 REMOVE ASPHALT PAVEMENT TREE PROTECTION r-( P)r-r-( P)r-r-( P)r-r-( P)r DEMO OVERHEAD POWER ALL NEW CB'S ONCE INSTALLED CONSTRUCTION RECORD DRAWING >
REMOVE CONCRETE PAVEMENT LIMIT LIMITS OF CONSTRUCTION AND FUNCTIONING This construction record drawing is a copy of a cad file prepared by Q
SCALE 1 II-201 COUGHLIN PORTER LUNDEEN and has been edited to reflect field
DEMOLISH BUILDING PSE STANDARD SECURITY FENCING verified invert and rim elevations of the storm, sanitary sewer and water
Call before you main systems. Field verified invert and rim elevations were obtained by
REMOVE TREE(S) KLB CONSTRUCTION IN JUNE 2022 Q
PSE STANDARD SECURITY FENCING D J g. 8-1-1 The on -site private storm drainage facilities and public/private water and
B. B DEMO FENCING & LIMITS OF CONSTRUCTION or 1-800-424-5555 sewer systems were installed in accordance with the approved plans and
WA Ro AREAS OF OVERLAP UNDERGROUND the documented field revisions and function as intended.
B�� SERVICE USA
SURVEYED: SCALE: DATE:
y RECORD DRAWINGS 07 08 22 TRS HORIZONTAL: NAD 1983/1991 04 30 2021
VERTICAL: NAVD 1988 ' CITY OF PARK AVENUE NORTH EXTENSION / / �
VTENW DESIGNED: AS SHOWN
COUGHLINPORTERLUNDEEN RAG RENTON, WASHINGTON PAGE: OK:
try Transportation Engineering NorthWest RENTON PAGE' �
33�08 9 � P g g STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN:
ICI STOYL �� Transportation Planning I Design I Traffic Impact & Operations PRW ONE INCH DATUM BSB Planning/Building/Public Works Dept. DEMOLITION AND TESC PLAN C-101
DRAWING NO:
CHECKED: 11400 SE 8th Street, Suite 200, Bellevue, WA 98004
Office (425) 889-6747 801 SECOND AVENUE, SUITE 900 (206) 343-0460 AT FULL SCALE
SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH
Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 4 OF:30 0
O
Phone: 425-250-5004
A PnRTInN nF THE NW 114 nF SF(;TInN R TnWN.I;HIP 9.IN RANC-,F 5F W M
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A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
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DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
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DocuSign Envelope ID: 6EECF566-602A-4E4A-B436-A317AA638878
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5„ MAX.
I I
DRAINAGE GRATE
TRIM
—�--�
JOINTS IN FILTER FABRIC SHALL BE SPLICED AT
I
6Ft.Tempcarary
POSTS. USE STAPLES, WIRE RINGS, OR
EQUIVALENT TO ATTACH FABRIC TO POSTS
GRATE FRAME _
1 Chain Llnkftr"
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_ OVERFLOW BYPASS
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2"x2" 14 GAUGE WIRE, OR
EQUIVALENT, IF STANDARD
BELOW INLET GRATE DEVICE
.pDPs t -_ _ a00TL
STRENGTH FABRIC USED
z
ar+e slip Per 501(set TRESSPASSING
FILTER FABRIC 2' MIN.
SEDIMENT AND DEBRIS
;.�.
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_
(minimumfll 2 signs) PROMECTED
1Ft TREES
/
.\\\\���
FILTERED
WATER
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Figure 1- TREE PROTECTION FENCE DETAIL. DRIPLINE METHOD
1I
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I 6' MAX. I I I �\N.
POST SPACING MAY BE INCREASED I 12" MIN.
4"x4" MIN. TRENCH I�
I TO 8' IF WIRE BACKING IS USED I I I
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TREE PROTECTION MEASURES DURING CONSTRUCTION
BACKFILL TRENCH WITH NATIVE SOIL Li
OR 3/4"TO 1-1/2" WASHED GRAVEL
A. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY
2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.)
Q
EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL
SECTION VIEW
IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP
LINE OF ANY TREE TO BE RETAINED.
DRAINAGE GRATE
(RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.)
B. FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL
O
ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAINLINK TEMPORARY CONSTRUCTION FENCING AROUND THE
DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND
0
ONE -QUARTER FEET (1-1/4') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR
NOTES:
ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACE CARDS SHALL BE PLACED ON FENCING
1. CONDITIONS OF USE
EVERY FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL
1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCE ON FOUR (4) SIDES. IN ADDITION, THE
1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
O
APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES.
2. DESIGN AND INSTALLATION SPECIFICATIONS
OVERFLOW BYPASS(TYP.)
r )
2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE.
C. PROTECTION FRO GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE PROTECTED IS TO
BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL WELL AROUND THE TREE. THE
ADS (ASTM D4751)
30-100SIEVESIZE(0.60-0.15mm)FOR SILT FILM
50-100SIEVESIZE(0.30-0.15mm)FOROTHERFABRICS
BELOW INLET GRATE DEVICE
WATER PERMITTIVITY (ASTM D4491)
0.02 SEC -' MINIMUM
DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE.
GRAB TENSILE STRENGTH (ASTMD4632)
180LBS.MIN. FOR EXTRASTANDARD STRENGTH
NGTHFABRIC TRENGTH IC
D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL
ISOMETRIC VIEW
GRAB TENSILE ELONGATION (ASTM D4632)
30%MAX. (WOVEN)
ULTRAVIOLET RESISTANCE (ASTM D4355)
70%MIN.
IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED NOTES:
RETAINED. FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR
2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAPSCURE IN A TENCH THAT.
E. RESTRICTIONS ON GRINDING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND 2.5. FIILTERFABRIC FENCESSHALL BEIINSTALLED ALONG CON OBE
THE FENCE AND DOES NOT ALLOW WATERCONTOURS WHENEVER
2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREA: (1) 3. MAINTENANCE STANDARDS 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (2) AN AREA AROUND THE TREE EQUAL TO ONE 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE.
3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE 3.3. ITISIMPORTANTTOCHECKTHEUPHILLSIDEOFTHEFENCEFORSIGNSOFTHEFENCECLOGGINGANDACTINGASABARRIERTOFLOWANDTHENCAUSING
SE>IMEN MUSTN EOF FLOWS PARALLEL TO THE REM VED WHEN SEDIMENT IS 6 IINIF CHESIHIGHCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 5. THE BIGD SHALL HAVE ABUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. 3.4.
3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL.
F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15).
AND EVENLY WITH MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
PROTECTED GROUND COVER PLANTS.
PUBLIC WORKS[PPROYIPE):
STD. PLAN - 214.00
APPRED:
STD. PLAN - 216.30
V11,R)
G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST DEPARTMENT SILT FENCE GAZ 9/28/2018 :45 APUBLIC WORKS CATCH BASIN INSERT 9/28/2018 I :45 AP
OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVE,LOPMENT Public Works Administrator DATE DEPARTMENT GAZ
ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY Public Works Ad—i—to, DATE
TREES AND GROUND COVER THAT ARE TO BE RETAINED.
NTS NTS NTS NTS
Not Used Tree Protection 2 Silt Fence 3 Catch Basin Insert 4
1' OVERFLOW DEPTH OUTFLOW TOE IN SHEETING IN 4"x4" BUILDING PAD
CHANNEL IF TRENCH A MINIMUM OF 8'
V DEPTH 2" 4" ROCK 4' MIN CONSTRUCTED BY SETBACK FROM TOP OF 10' MAX CONVEY RUNOFF 2' SETTLING DEPTH EXCAVATION SLOPE. BACKFILL WITH APPROVED LOCATION
WASHED ROCK
MIN 4' SETBACK
1 �FILTER FABRIC 1 FROM TOP OF SLOPE
��
FENCING 10' MAX
1.5' SEDIMENT STORAGE 5' MAX
V DEPTH 3/4" - 1-1/2" WASHED GRAVEL
CROSS SECTION
NITS 3' MIN
OVERFLOW SPILLWAY
U MIN WIDTH
11 _ —=1 I-1 I-1 a
I TERMINATE AT LEVEL AREA. FOLD
oUNDER 4" AND STAPLE AT 12" INTERVALS PROVIDE ENERGY DISSIPATION
III=III= A =III AT TOE WHEN NEEDED
I-1 = III=III=III=111— II-111-1 NOTES:
II II II II II II
III 111. TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SHEETING. R'"� 0 � � 0
1.5' SEDIMENT STORAGE
2. SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED.
2' SETTING DEPTH & V DEPTH OF 2" 4" ROCK, IN COMPLIANCE WITH CITY OF RENTON STANDARDS
V DEPTH OF 3/4" - 1/2" WASHED GRAVEL 3. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL.
CONSTRUCTION RECORD DRAWING
4. DUE TO RAPID RUNOFF CAUSED BY PLASTIC SHEETING, THIS METHOD SHALL NOT BE USED UPSLOPE OF
AREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
NOTE: 5. IF EROSION AT THE TOE OF SLOPE IS LIKELY, A GRAVEL BERM, RIP -RAP, OR OTHER SUITABLE PROTECTION verified invert and rim elevations of the storm, sanitary sewer and water
SHALL BE INSTALLED AT THE TOE OF SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. main systems. Field verified invert and rim elevations were obtained by KLB CONSTRUCTION IN JUNE 2022
NTS MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERM NTS NTS The on -site private storm drainage facilities and public/private water and
B BRA Not Used 5 Sediment Trap 6 Weighted Plastic Sheeting 7 sewer systems were installed in accordance with the approved plans and
O� WA�ti r P g g the documented field revisions and function as intended.
o � �� rr�
�, SURVEYED: SCALE: DATE:
%y RECORD DRAWINGS 07 08 22 TRs HORIZONTAL*I'P D 11988
983/1991 04 30 2021
IPTENW DESIGNED: AS SHOWNCITY OF PARK AVENUE NORTH EXTENSION / /
COUGHLINPORTERLUNDEEN RAG [*`]
RENTON, WASHINGTON PAGE: OK:
Transportation Engineering Northwest RENTON PAGE.
p� �,�'33708 E� �v p g g STRUCTURAL CIVIL SEISMIC ENGINEERING °�W"` PRW DRAWING NO:
�_ C`I S TFR Transportation Planning I Design I Traffic Impact & Operations ONE INCH DATU M
11400 SE 8th Street, Suite 200, Bellevue, WA 98004
S/ANAL F� /nn Office (425) 889-6747 801 SECOND AVENUE, SUITE 900 (206) 343AT FULL SCALE Planning/Building/Public Works Dept. TES: DETAILS —
SEATTLE, WA 98104 www.cplinc.com CHECKED: c.com BSB IF NOT ONE INCH
Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 6 OF:
30
V Phone: 425-250-5004
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A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
\ o ( CB M � \ USED OIL TANKS
\ R/M.•21.00
\ 1E(NW)4'PVC20.01 (2)BLi
O BTU 17.56 �b
QD
\ Cv OG CB
�I \ I
co ® '� SE 4'PW 19.63 %IM.21.74 \ j \
\ (J 9 HVAC � \ BL D
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i E(NE)8'PVC.18.82 / ti 00 1E(NE)6 �G'P.20.03 \ \
O \ BP: 7+32.10 r(SW)8'PVC:18.80 / 0SW) 4 P:19.93 \ \ \
\ CB BTU=18.60 / , i ti M.18.5201
\ R/M.•22.01 / - 9
0 /E(SW)8'PLASTIC:18.86 R j i / / WATER SHUT OFF /
w IE(NE)8'PVC:18. / , I \ / �o VALVE
c�1E(W)8'PVC 18.71
\ Sp BT . 10E 1 CB
\ W/ SOL i / y� \ J, \ \ \ RIM.•23.90
l \ 22
lE(NE)4'lP.22.45
5' CPEP ti / / \ i \ 1F(NW)6'PVC.•2216
Z \ c�0 (E 9 E, 8'rPVC tiG \ Rr�A• �n �4
PROPOSED 12"SDCO
\ FENCE RIM TO GRACl)DE
Z \\ X � ��\ \ \ ���/ IE=28.91
Jp END PAVING AND CURB WORK AT
f �\ \\ o ��\\ PROPANE TANK \ 1g \ STATION=14+75.00
X CB
LUz� ` ` 1SPh� RIM.•21.2
�\ <\ \ F o 1-STORY STEEL / \ lE 20.14 \
LU\ \ �� ry o BLD6 15801 SO /RO�b'CP.•20.04
�\ `\ ` RAISE MH LID TO GRADE FT � \ 1E6 W)6'PVC20.04 \
CONNECT TO EX CB
IE=18.00 12" (IN)SE BTM.18.54
\ \ IE=18.00 18"(OUT)NW C113#61 CB TYPE I
\/
RIM=22.52
IE=18.17 8"(IN)SE
IE=18.1712"(OUT)N 12g2 f
P� / ijA \ \ SDMH(5v
O ` \ '\ �1E(SW)8 ADS 19. ti ti PS 22\ \ o ASPH
o `\ ` lE(NE)8'lP ELB iz ti i
\ BTM.• 16.36
�\ / ^ APPLY ECO - MIX HYDROSEED
ASPH �S \ \ / \\ ON ALL 3:1 FILL SLOPES - - -
cn '
REMOVE THRU-CURB FRAME 19 LF 8" DI @ 0.6% Aso \ \ \
:� o \ /
AND GRATE & REPLACE WITH ASPH N s \ �P
NEW STANDARD FRAME WITH �o s o \ `
o `� \ `\ 22.45 1E sE)6 ADS: / os GG�NEG(/ \ NOTE: /
ADA HERRINGBONE GRATE �, ��,�G»��,-
\ B( S G / PROPOSED STORM WATER /
ADA RAMP \ EG F�GN CB SYSTEM IS PRIVATELY \
'� 21.70 \ `\ CB RIM•20.82 �CB OWNED AND MAINTAINED \
SEE DETAIL \. \ RIM.•20.88 EX CB TYPE l /1E(SE)47P:19.61 \ RIM.•21.27 \
CVO 1-C2-12-1 \ `\ 3c' LE(SE)6'PVC:19.53 W/ SOLID LOCK/N lD IE(W)8'CP:19.41
\ 22.4 / 1E(NW)6'CP.•I9.I9 RLM 22.10 BTM.19.37 BTM
<. \ CONNECT TO EX CB
C I 21.60 \ \ lE(NE)6'PVC.19.13 /E 18 NE 15 CPEP I
V 21.66 G \ � - IE(SW)12ADS:18.88 18.20 SW 15" CPEP IE=19.41 8"( U )N PLACE ADDITIONAL
CB#C1 CB TYPE I-L BTM.•17.79 /E 18.00 N 18" CPEP / ��
�► I� STRUCTURAL FILL SOIL AT BASE
H RIM=21.99 1.70' O �V�y `\ +\ 22.38 - - - - �
W IE=18.1912 (IN)SW - \ 22.64 CONNECT TO EX CB \ OF SLOPE TO ELIMINATE LOW
= IE=17.6918"(IN)SE � �o\\ IE=18.36 8"(IN)SW RIM.-21.12 F 8' D� @ 0.9% \ \ / POINT AS NEEDED TO PREVENT
IE=17.6918 (OUT)NW \ / / IE=18.36 8"(OUT NE IE(SE)fi CP.•19.08 / \ PONDING AGAINST SLOPE
22.54 ) / � � /
17 F 12 \ lE(NE)8 ADS O j �� � SEf SD
W \ D I BTM.1 ASPH C�
W
2217 RIDGE LINE / ( W)4'PVC ELBOW.•20.78
/ \ 22.72 BTM.• 18.38
/ / \
LU GPS / / EX 22.10
00,
dill \ / !/ No �\ CB#A8 CB TYPE I
/ 6" DOM Sr1C WATER MFTF = O E E \ RIM 22.52 �
V �/ 6 -OR STD PLAN 32C \\ \P ' 9+43.28 IE=20.47 12"(IN)S o0
/ ADA RAMP SEE DETAIL \ IE=20.42 12"(OUT)N 'A
ADA
38 LF 12" DI @ 3.9% \ Mid: 12+97.92
i
/ EX 18" PSE BYPASS CB#C2 CB TYPE I \
STORM SYSTEM RIM=21.96
CB#A5 CB TYPE I IE=19.6712"(OUT)NE-
RIM=21.45 1 CARTRIDGE STORMFILTER \ \ Mid: 9+88.65
IE=19.5012"(IN)SE SEE DETAIL (� 31 LF 12"
IE=18.4512"(OUT)N C`210 DI @ 0.7% 3 PC: 12+23.01 / 26
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AND CONCRETE PAD BW=23.00 o o CB#A9 CB TYPE I TW=24.10 TW=25.10
W/ SOLID IE=19.71 12"(IN)S RIM=22.26 g ^ BW=23.00 RIM=24.24 BW=23.00 TW=25.55
SEE ENLARGEMENT CONTRACTOR TO RAISE RIM TO °° RIM=23.18 IE=21.44 12"(IN)SE BW=23.50
LOCKING LID IE=19.71 12 (OUT)NW C-212 IE=20.01 12 (IN)S `IE=20.9812"(IN)S IE=21.4412 (OUT)N
IE-20.01 12"(OUT)N GRADE AND INSTALL NON-SKID LID m W W - - "
RIM=23.45 IE=20.9812"(OUT)N
Legend
' PROPERTY LINE GRAVEL 12" D/ W W WATER MAIN
` ASPHALT PAVEMENT 1 ! 1 t 1 ! 1 ! ROCKERY WALL F�FDC0 Pl o WVM FH/FDC/PIV/VALVE
0 10 20 40 CONCRETE PAVEMENT 8" SD @ xx% STORM DRAINAGE PIPE ® 63PM WATER VAULT/METER CONSTRUCTION RECORD
iiiGRAVEL O YD/CO/CB/CB 2/MH This construction record drawing is a copy of
COUGHLIN PORTER LUNDEEN and has been
SCALE 1 =20' CONCRETE RETAINING WALL m e ❑ O STORM FILTER CB verified invert and rim elevations of the storm, sa
main systems. Field verified invert and rim elevat
CONCRETE CURB SANITARY SEWER KLB CONSTRUCTION IN JUN
The on -site private storm drainage facilities and
D. Bj�� sewer systems were installed in accordance with
jy FLUSH CONCRETE CURB SANITARY MHICO the documented field revisions and functi
7 o y RECORD DRAWINGS 07 08 22 SURVEYED:
SCALE:
2 VTENW HORIZONTAL- NAD 1983/1991
COUGHLINPORTERLUNDEEN DESIGNED:
As SHOWN CITY
�+ Transportation Engineering NorthWest DRAWN: VR
RENT
Q 33708 STRUCTURAL CIVIL SEISMIC ENGINEERING
1�� �CISTIV Transportation Planning I Design I Traffic Impact & Operations PRW ONE INCH DATUM
11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CHECKED:
S/0NAL /^n Office (425) 889-6747 801 SECOND AVENUE, SUITE 900 (206) 343-0460 BSB AT FULL SCALE Planning/Building/Public
/ /fSEATTLE, WA 98104 www.cplinc.comIF NOT 0
Project Contact: Elyse Stemmler, P.E. N0. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
Phone: 425-250-5004 TBB
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27 PROFILE \
OWER POLE N
ELEVATION OF TOP WIRE: 86.7' \ \
ELEVATION OF BOTTOM WIRE. 64.7' \
CB#A11 CB TYPE I \ \ \
RIM=25.98 \ \
IE=21.8812"(IN)E \ \
IE=21.8812"(OUT)NW \
CB#D1 CB TYPE I <
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CONNECT TO EX \
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ADDRESS: 737 LOGAN AVE N Z
OWNER: THE BOEING COMPANY 0
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DATE
OF PARK AVENUE NORTH EXTENSION 04/30/2021 0
RENTON, WASHINGTON FIELDBOOK:
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DRAWING NO:
works Dept. ROADWAY GRADING AND DRAINAGE PLAN C-201
SHEET: 0F:30 O
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DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF566-602A-4E4A-B436-A317AA638878
'k W
VANED INLET GRATE
O r � 28" x 28" [711 x 711 ]
28" x 28" [711 x 711 ]
112" (SOLID OPTIONAL WITH
ACCESS COVER
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FRAME AND VANED GRATE
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5 S•
�11-. 2", 4", 6 % 12", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
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INCREMENT(SPACED EQUALLY),
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NOTE 1
RECTANGULAR ADJUSTMENT SECTION
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PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
12"
CONCRETE
ALL METAL PIPE
15"
CPSSP*,
STD. SPEC. 9-01.20
12"
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)
15'
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
15"
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SEWER PIPE
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BOLT -DOWN SLOT, 34.
SEE NOTE
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2 112" DIA. HOLE NOTE 1 1 1/4"
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20" A
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STORMFILTER DESIGN NOTES
CONCRETE CATCHBASIN STORMFILTER TREATMENT CAPACITY VARIES BY CARTRIDGE COUNT AND LOCAL APPROVALS
PEAK CONVEYANCE CAPACITY IS 1.3 CFS
CONCRETE CATCHBASIN STORMFILTER IS AVAILABLE WITH UP TO TWO (2), 18" [457] OR 27" [686] TALL CARTRIDGES
UP TO 4 INDIVIDUAL UNITS MAYBE LINKED FOR AN ULTIMATE CAPACITY OF EIGHT (8) CARTRIDGES
CARTRIDGE SIZE (in. [mm])
127 [686] 1
18 [457]
ACTIVATION HEAD (R. ITT])
3.05 [930] 1
2.3 [701]
SPECIFIC FLOW RATE (gpm/sf [L/s/m ])
2 [1.36]
1.67* [1.13]*
1 [0.68] 2 [1.36]
1.67* [1.13]*
1 [0.68]
CARTRIDGE FLOW RATE (gpm [Us])
22.5 [1.4]
18.79 [1.19]
11.25 [0.71] 15 [0.95]
12.53 [0.79]
7.5 [0.47]
' 4Q4QOQ 1.67 gpni [1.13 L/s/m2] SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY
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LINKING OPTIONS SHOWN BELOW. FLEXIBLE INLET PIPE, GRATED AND SOLID COVER PLACEMENT. MAXIMUM HEIGHT FOR LINKED UNITS VARIES.
BOLT -DOWN SLOT DETAIL CONTACT YOUR CONTECH REPRESENTATIVE FOR MORE INFORMATION
SEE NOTE 1 2'-4" [7111 2'-4" [711]
O L - - - ...... -. INSIDE RIM INSIDE RIM
QUAD UNIT TRIPLE UNIT DUAL UNIT SINGLE UNIT
m 1� 3 5'-1" [ VI °iu;E "Te "lurz riu:e - s E s -J -
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MAXIMUM RIM TO MAXIMUM RIM TO MAXIMUM RIM TO MAXIMUM RIM TO
INVERT = 4.30' [13111 INVERT = 6.05' [18441 INVERT = 6.05' [18441 INVERT = 6.05' [18441
Z��06
sFFN�, NOTES:
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OPTIONAL INLET PIPES STORMFILTER GENERAL NOTES
BYPASS 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
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OR WARE MESH HAVING A NIMUM AREA E
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3. ALTERNATE DIMENSIONS ARE MILLIMETERS [mm] UNLESS NOTED OTHERWISE.
LOCATIONS 4. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED
0-�2 SQ9)),
ES PER 00T SHALL BE USED WITH
J� THE MINI MUM REQUIRED REBAR SHOWN IN THE
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OUTLET PIPE SOLUTIONS LLC REPRESENTATIVE. WWW.ContechES.com
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12'• DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT.
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- 6 SHALL BE CARTRIDGES 7-INCHES [1781. SHALL
HTHEAVING ATMNNIMUMRAREA OF 0. 2 SQUARENNCHES PER
I I FOOT MAY BE USED.
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THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS
N LaiBELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS
\ OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5"
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SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO.
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ISOMETRIC
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INSTALLATION NOTES
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ALTERNATE OUTLET CARTRIDGE SPECIFIED BY ENGINEER OF RECORD.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
41/4" 1 112"
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PIPE LOCATIONS (STANDARD) 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER
STRUCTURE.
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
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9
4'-5" [1346]
#3 BAR EACH WAY 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
SECTION B
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3. CONTRACTOR TO PROVIDE AND INSTALL PIPES. MATCH PIPE INVERTS SHOWN ON PROJECT SPECIFIC DRAWINGS.
4. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF.
FLANGE DOWN.
15/8"MAX.
3'
N
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PLAN VIEW
PRECAST BASE SECTION 5. THE PRECAST BASE SECTION MAY HAVE AROUNDED + CASTINGS NOT SHOWN
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF O
1 H:24V OR STEEPER. a
#3 BAR HOOP SECTION A R39", SEE NOTE 2 O
6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
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INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR LL III I , -III- -
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE O -
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8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN 3 V2 314' 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, N CARTRIDGE h II
MORTAR IN ACCORDANCE WITH STANDARD 5/8" GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. III 2.3' [701] MIN. (18" [457]) 1
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE PROVIDE TWO HOLES IN THE FRAME THAT ARE �_ - - � � � - � 3.05' [9301 MIN. (27" [6861) Ir OUTLET PIPE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. 3 OPTIONAL INLET I I I SEE LINKING OPTIONS ABOVE II I
FRAMES. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2"ALLEN PIPE INVERT 6" 152 II 1 WITH BOOT
I [ ] 1 r FOR MAXIMUM RIM TO INVERT
4" HEAD CAP SCREW BY BEING TAPPED, OR OTHER ❑
9. MORTAR SHALL BE MIXED AND APPLIED PER ❑ MIN. ABOVE OUTLET
MANUFACTURER'S DIRECTIONS. 3/4" DIA. HOLE APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES II I
' VARIES BY MANUFACTURER. o PIPE INVERT I 1
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY 1/2" DIA. HANDLE
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS 1 112" 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN < I - -� 11 1
SECTION LIEU OF THE RIB DESIGN. y i__ - __�_Az
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DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT --__- ----- -- _-- -_-
LENGTH. 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR W----------
0 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND ADDITIONAL REQUIREMENTS. J
SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD CARTRIDGE
tr ) ^ PLAN 204.00. EC DECK T-0" [610]
�JALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) v 2'-8" [813]
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NITS) LL
STD. PLAN - 200.00
APPRED' STD. PLAN-204.10 w ELEVATION VIEW RIGHT SIDE VIEW
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTUREID
WATER QUALITY FLOW RATE (cis [US])
0.0056
PEAK FLOW RATE (cfs [Us])
<1
RETURN PERIOD OF PEAK FLOW (yrs)
100
CARTRIDGE SIZE (27,18)
18
CARTRIDGE FLOW RATE
7.5
MEDIA TYPE (PERLITE, ZPG, PSORB)
ZPG
NUMBER OF CARTRIDGES REQUIRED
1
RIM ELEVATION
21.97
PIPE DATA:
INVERT
MATERIAL
DIAMETER
INLET PIPE 1
INLET PIPE 2
OUTLET PIPE
19.67
DI
12"
NOTES/SPECIAL REQUIREMENTS:
• PUBLIC WORKS CATCH BASIN TYPE 1
DEPARTMENT GAZ 9/28/2018 I :45 AI
• PUBLIC WORKS
DEPARTMENT
RECTANGULAR SOLID METAL COVER
GAZ 9/28/2018 I
:45 AN
6
DATE
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-01OP-NTECH®
CONCRETE CATCHBASIN
DATEED
2
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ENGINEERED SOLUTIONS LLC
STORMFILTER
cOi
wn WidinteDrive, Pm
11815 NE Glenn Witling Drive, Portland, OR 97220
STANDARD DETAIL
800-5484667 503-240-3393 800-561-1271 FAX
City of Renton Std Plan 200.00
City of Renton Std Plan 224.00
NTS
Catch Basin Type I
Rectangular Frame
Cartridge Contech CB Stormfilter
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 3B, B34D3-7EOA-476C-ADB3-4329FFEOC108
DocuSign Envelope
ID: 6EECF5B6-602A4E4A-B436-A317AA638878
112"LETTERING O BOLT-DOWN
ASLOT, 1 1/2"
SEE
x n.wa A LL NOTE 1 314"
BOLT HOLES-3 PLACES
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0 231/16" DIA. B.C. Vw aee,�E �1/4"
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FRAME AND VANED GRATE
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SEE NOTE 4
3 8" RECESSED LETTERING
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT. THE SURFACE PLAN VIEW 1 1/4' LETTERING
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE AD
5/8"-11 x 1.5 SS RUBBER
ADJUSTMENT SECTION ADJUSTMENT SECTION WASHER
25" DIA.
314"
2 112"
5"
EON BOLTING DETAIL 5„
COVER SECTION VIEW ISOMETRIC g'
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Rill" 7 OR 8 EQUAL SPACES
BASE SECTION 261/2^DIA. I DIRECTION FLOW 3"
z51/a^DIA. GAS GROOVE 7 DETAIL
NOTES: 1/4" DIA. NEOPRENE GASKET 1 5/8" MAX. J
6"
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER, SECTION B
DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO . 1/4' 112" SECTION A
MORTAR IN PLACE IN ACCORDANCE WITH WSDOT/APWA STANDARD SPECIFICATION 7-05.3.
2 SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE THE USE OF SHIMS IS PROHIBITED 6^
:45 AN
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
5f8" 23 3/8" DIA. CL OPEN NOTES:
4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND ORy BOND.
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
S. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR. 27 5/16" DIA. COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
SKID GROOVE PATTERN DETAIL THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
6. MORTAR SHALL MEET THE REQUIREMENTS OF WSDOT/APWA STANDARD SPECIFICATION 9-G4.3. COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"A1 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
7. PICK / LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD 341/8" DIA. MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY
SPECIFICATION 9-20.3(2). MANUFACTURER.
8. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. FRAME SECTION VIEW 2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
9. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF NOTES: REQUIREMENTS. City of Renton Std Plan 204.60
SUFFICIENT LENGTH. 1. ALL COVERS SHALL BE LOCKING LID PER EJ No. 3717C1 3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. Miscellaneous Details for Drainage Structures
10. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. OR APPROVED EQUAL. UNLESS OTHERWISE NOTED, DRAWING IS NOT To SCALE (NITS)2. THIS COVER SHALL ONLY BE USED FOR STRUCTURES
WITHIN PRIVATE DEVELOPMENTS OUTSIDE OF PUBLIC STD. PLAN - 204.20
RIGHT-OF-WAY. 4 PUBLIC WORKS PRo
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE(NT5) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE(NTS) DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 1 :45 AN
STD. PLAN - 202.00 STD. PLAN - 204.40
PUBLIC WORKS PRD c PUBLIC WORKS STORM ROUND FRAME AND COVER DATE R-40 i6 809
DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 1 9:45 A DEPARTMENT (PRIVATE)LlWartin Pastuch&/l3/2020 8:48 jZ �J
DATE DATE
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
KLB CONSTRUCTION IN JUNE 2022
City of Renton Std Plan 202.00 City of Renton Std Plan 204.50 City of Renton Std Plan 204.20 The on -site private storm drainage facilities and public/private water and
systems were installed in accordance with the approved plans and
0(' Catch Basin I n sta I I ati c n 5 Storm Round Frame and Cover Rectangular Vaned Grate sewer
O�T` pF was� the documented field revisions and function as intended.
.�, SURVEYED: SCALE: DATE:
o�y RECORD DRAWINGS 07 08 22 TRs HORIZONTAL: NAD ,963i,99, 04 30 2021
VTENW VERTICAL: NAVD 83/1 PARK AVENUE NORTH EXTENSION / /
COUGHLINPORTERLUNDEEN DESIGNED:
As SHOWN CITY OF RENTON, WASHINGTON
FlELDBOOK:
Transportation Engineering Northwest DRAWN: _ RENTON PAGE:
p � 33708 9 � STRUCTURAL CIVIL SEISMIC ENGINEERING PRW DRAWING NO:
�GIST0- G~ Transportation Planning I Design I Traffic Impact & Operations ONE INCH DATUM
11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CHECKED:
SIGNAL �'� /^/I Office (425) 889-6747 801 SECONDTTLE, W AVENUE,98104SUITE 900 ww.cp43c.com BSB AT FULL SCALE Planning/Building/Public Works Dept. STORM DRAINAGE DETAILS -
I�I� SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH
/ Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: O9 OF,
30
16- Phone:425-250-5004 TBB
pe BANS ®J^SPACING
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kS•
ONE KKf BAR HOOP FOR 6- HEIGHT 12'. OR 24
INCREMENT (SPACED EQUALLY), CIRCULAR ADJUSTMENT SECTION
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
NOTES:
1. 5FA AN PBLE ALTERNATIVE TO REBAR, WIRE MESH HAVING A MINIMUM AREA OF
012 SOUARE INCHES PER FOOT MAY BE USED FOR ADJUSTMENT SECTIONS.
. E NOTED,TO 6 DRAWING I5 NOT GALE(NTs)
sIsSTD PLAN - 204.60
• PUBLIC WORKS
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MISCELLANEOUS DETAILS FOR
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DRAINAGE STRUCTURES
9/28/2018
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CONCRETE COLLAR
ACCESS VANED INLET GRATE AND REBAR TO
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APPLICABLE BY
CONTRACTOR
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STORMFILTER STEEL CATCHBASIN DESIGN NOTES
STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 4 CARTRIDGE CATCHBASIN
HAS A MAXIMUM OF FOUR CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER
CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL.
PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
CARTRIDGE HEIGHT
27"
18"
18" DEEP
RECOMMENDED HYDRAULIC DROP (H)
3.05'
2.3'
3.3'
SPECIFIC FLOW RATE (gpm/sf)
2 gpm/sf
1.67' gpm/sf
1 1 gpm/Sf
2 gpm/sf
1.67* gpm/sf
1 gpm/sf
2 gpm/sf
1.67* gpm/sf
I 1 gpm/sf
CARTRIDGE FLOW RATE (gpm)
22.5
1 18.79
1 11.25
15
1 12.53
1 7.5
15
1 12.53
1 7.5
PEAK HYDRAULIC CAPACITY
1.0
1.0
1.8
INLET PERMANENT POOL LEVEL (A)
1'-0"
V-0"
2'-0"
OVERALL STRUCTURE HEIGHT (B)
3'-9"
4'-9"
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
4
FRAME AND VANED GRATE
S+
e NOTES"
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
18„
CONCRETE
ALL METAL PIPE
21"
CPSSP+
STD. SPEC. 9,-05.20
18"
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)
21"
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
21"
' CORRUGATED POLYETHYLENE STORM
SEWER PIPE
1.67 gpm/Sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB®(PSORB) MEDIA ONLY
1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE
2",4",6",12", OR 24" SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION
I I
9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT SHALL BE USED WITH THE MINIMUM REQUIRED REBAR SHOWN IN THE
_ ___ _______ __ _ __ ______________ ____
* I e -° / - t GENERAL NOTES
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE
/ a I
\ ' e + a ° 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
< / Ja
KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN THE
RECTANGULAR ADJUSTMENT SECTION, WIRE MESH HAVING A MINIMUM AREA OF
a• e a
-J °
ae ----------��--�,----� -,-a - -�� _ - - 2. FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR
ONE #3 BAR HOOP FOR 6" HEIGHT 0.12 SQUARE INCHES PER FOOT MAY BE USED.
INCREMENT (SPACED EQUALLY),
CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com
SEE NOTE 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 26". KNOCKOUTS SHALL
3. STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN
HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM
RECTANGULAR ADJUSTMENT SECTION GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE
THIS DRAWING.
PIPE IS LLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
4'-0" 2'-4" 4'-0" 4. INLET SHOULD NOT BE LOWER THAN OUTLET. INLET IF APPLICABLE AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY
( )
~INSIDE
STANDARD SINSTAPEC FICATION 9 04.3
3 DEPTH FROM THE FINISHED GRADE TO THE LOWEST PIPE INVERT
RIM INSIDE RIM INSIDE RIM CONTRACTOR.
STHEHALMAXL EI 5UM
5. MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "O" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE
oA 3s 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN.
2p
OF THE STEEL SFCB.
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY
10'-5" _ 6. STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD
0 8" BE SLOPED ATARATE OF 1H:24VORSTEEPER.
COLLAR OUTSIDE RIM OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE
6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE PRECAST BASE SECTION,
USING FLEXIBLE COUPLING BY CONTRACTOR.
7. ALLPICKUPHOLES SHALL BEGROUTED FULL AFTER THE INLET HAS BEEN PLACED
7. STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD
USE GROUT TYPE 2 FOR I
6" STANDARDSPECIFICATION 9- 03R2NK APPLICATIONS IN ACCORDANCE WITH
RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH
PLANVIEW BY CONTRACTOR.
STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF
ALL JOINTS, RINGS, RISERS, AND FRAMES.
NOTE:
8. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE
TWO #3 BAR HOOPS
27" CARTRIDGES CATCH BASIN CONFIGURATION SHOWN
7-INCHES. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 38 SECONDS.
9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS.
FOR REFERENCE ONLY. REFER TO DATA
9. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).
REDUCING SECTION 10, FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS
DETERMINED STRAIGHT EDGE OF SUFFICIENT
TABLE FOR CONFIGURATION OF FILTERS
FLUSH WITH PAVEMENT AS WITH A
AND INLET GRATE.
.-1 LENGTH.
INSTALLATION NOTES
`P 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON
A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY
A �YtJ COMPLETION.
ENGINEER OF
sFFNor�s #38AR HOOP
B. CONTRACTORTO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES
\
PROVIDED).
S���ocE6 /
/ \
10'-1" C. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF.
/ /I I I / i #3BAR EACH
CORNER 18" MIN.
T-8"
2'-8"
T-8"
FLOATABLES BAFFLE
LIFTING EYE
OPTIONAL SLOPED LID
(TYP. OF 4)
B
PERMANENT
POOL ELEVATION
u�
- - - -
- - -
FINISHED GRADE
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STORMFILTER
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3
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FLOW
�
FILTRATION
-_
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CARTRIDGE
INLET STUB
O
FLOW KIT TYP.
SUPPORT TYP.
(OPTIONAL)
i
OUTLET STUB
a
-
-
a
OUTLET PIPE
�
a
CLEANOUT ACCESS
B
2-0
FROM FLOWKIT
PLUG ON WEIR WALL
CATCHBASIN FOOT
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N
(TYP. OF 4)
CATCHBASIN FOOT
2'-OY2'
(TYP. OF 4)
OUTSIDE
11
#3 BAR EACH CORNER
/
tq BAR EACH SIDE � `I /
#3 BAR EACH WAY J SEE NOTE 1
PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NT5)
STD. PLAN - 200.10
�cR PUBLIC WORKS PPR D:
DEPARTMENT CATCH BASIN TYPE 1L GAZ 9/28/2018 I :45 Al
DATE
NTS
Catch Basin Type I L
R-406810
SECTION A -A SECTION C-C IN COMPLIANCE WITH CITY OF RENTON STANDARDS
F
C%�►,NTECH® 4 CARTRIDGE CATCHBASIN CONSTRUCTION RECORD DRAWING
TheSt"rmw"Mr Ma"9 e° ENGINEERED SOLUTIONS LLC STORMFILTER This construction record drawing is a copy of a cad file prepared by
01 Storm Filter® www.contechES.com COUGHLIN PORTER LUNDEEN and has been edited to reflect field
�a�,�E-o..E"-"TMwo.��P""
„ 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 STANDARD DETAIL verified invert and rim elevations of the storm, sanitary sewer and water
0 800-526-3999 513-645-7000 513-645-7993 FAX main systems. Field verified invert and rim elevations were obtained by
KLB CONSTRUCTION IN JUNE 2022
Nts The on -site private storm drainage facilities and public/private water and
( 4) Cartridge Catch basi n Stormfi lter Standard Detail sewer systems were installed in accordance with the approved plans and
F WAS S �� the documented field revisions and function as intended.
_ f IZO'°L NAVD 19/1 PARK AVENUE NORTH EXTENSION / /
7 c' RECORD DRAWINGS 07 08 22 SURVEYED: SCALE` DATE`
� T E N W TRS HORIZONTAL NAD 1983/1991 04 30 202�
COUGHLINPORTERLUNDEEN DESIGNED:
As SHOWN t%Ri CITY OF RENTON, WASHINGTON
FlELDBOOK:
Transportation Engineering Northwest RENTON PAGE
p 33708 �o � p g g STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN: PRW DRAWING No:
Transportation Planning I Design I Traffic Impact & Operations ONE INCH DATUM
11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CHECKED: C _ 2 1 1
SIGNAL �� ^n Office (425) 889-6747 801 SECONDTTLE,W AVENUE,98104SUITE900 (206)34nc.com BSB AT FULL SCALE Planning/Building/Public Works Dept. STORM DRAINAGE DETAILS I I
SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH
Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR I APPROVED: SCALE ACCORDINGLY SHEET: ^ O OF,
Phone:425-250-5004 30
4-CARTRIDGE CATCHBASIN
STORMFILTER DATA
STRUCTUREID
WATER QUALITY FLOW RATE cfs
0.0935
PEAK FLOW RATE <1 cfs
<1
RETURN PERIOD OF PEAK FLOW rs
100
CARTRIDGE FLOW RATE m
11.25
MEDIA TYPE PERLITE, ZPG, PSOI]LBL
ZPG
RIM ELEVATION
21.50
PIPE DATA:
I.E.
DIAMETER
INLET STUB
19.50
12"
OUTLET STUB
18.45
12"
CONFIGURATION
OUTLET
1001 1001
INLET
SLOPED LID
IYESINO
SOLID COVER
YES N
NOTES/SPECIAL REQUIREMENTS:
SLOPE LID 2%CROSS SLOPE TO MATCH PAVEMENT SLOPE.
*PER ENGINEER OF RECORD
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CONSTRUCTION RECORD DRAWING
TC 22.08 This construction record drawing is a copy of a cad file prepared by
BC21.83 COUGHLIN PORTER LUNDEEN and has been edited to reflect field
' verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
KLB CONSTRUCTION IN JUNE 2022
1 »= 5' 1 5' 1 11= 51 The on -site private storm drainage facilities and public/private water and
B• S 0 ADA Gradin 4 ADA Gradin 5 Not Used sewer systems were installed in accordance with the approved plans and
O��oF WAsg g the documented field revisions and function as intended.
>, SURVEYED: SCALE: DATE:
RECORD DRAWINGS 07 08 22 TRS HORIZONTAL: NAD 1983/1991 04 30 2021
T E N W VERTICAL AD 1 1988
83/1 PARK AVENUE NORTH EXTENSION / /
COUGH DESIGNED:
As SHOWN o CITY OF RENTON, WASHINGTON
FlELDBOOK:
Transportation Engineering NorthWest RENTON PAGE
Q 33708 p g g STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN:
PRW � • DRAWING NO:
C� C� STEg �y� Transportation Planning Design Traffic Impact &Operations ONE INCH I DATUM
11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CHECKED:
Office(425)889-6747 801 SECOND AVENUE, SUITE900 (206)343-0460 BSB AT FULL SG4LE Planning/Building/Public Works Dept. ROADWAY GRADING DETAILS
/LIM/SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH
Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET. 1 1 OF:
30
Phone:425-250-5004 TEIB
ROCKERY HEIGHT
NO. OF GRID LAYERS
GRID LENGTH (L)
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VTEN W
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004
Office (425) 889-6747
Project Contact: Elyse Stemmler, P.E.
Phone: 425-250-5004
�
2.5'
MAX:
14'
TRAVELLANE
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_.-..`:.... -.... 1. .. I
............. .... ..............:....................
EX GRADE
PROPOSED
GRADE
K ❑ASPHALT
1 PER DETAIL C
Typical Private Road Section STA 10+38.89 to 12+23.01
1" = loll
COUGHLINPORTERLUNDEEN
STRUCTURAL CIVIL SEISMIC ENGINEERING
801 SECOND AVENUE, SUITE 900
SEATTLE, WA 98104
(206) 343-0460
www.cplinc.com
\01
RECORD DRAWINGS
REVISION
SIDEWALK: PER COR STD
PLAN 102 SEE DETAIL C`
ROADWAY IflBASE
PER DETAIL co
CURBS PER ®COR STD 3
PLAN 103 SEE DETAIL C 410
.......................:................
[flROCKERY :
PER DETAIL CC-212
i IIIIIIIJIUVOIIIIIII -oja-
SURVEYED:
TRS
DESIGNED:
RAG
DRAWN:
PRW
CHECKED:
BSB
APPROVED:
TBB
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
KLB CONSTRUCTION IN JUNE 2022
The on -site private storm drainage facilities and public/private water and
sewer systems were installed in accordance with the approved plans and
the documented field revisions and function as intended.
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 CITY OF
PRI RENTON
DATU M
Planning/Building/Public Works Dept.
R-40681 2
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK AVENUE NORTH EXTENSION
RENTON, WASHINGTON
ROADWAY PLAN, PROFILE & DRAINAGE
04/30/2021
PAGE:
C-220
SHEET, 0F:
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A PORTION OF THE NW 114 OF SFC;TION R TOWNSHIP ?:IN RANrF 5F W M
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A PORTION OF THE NW 114 OF SFC;TION R TOWNSHIP ?:IN RANrF 5F W M
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A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
O
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00
111-1
� I FACE OF CURB 6" CEMENT CONCRETE
I 12" R. 1" R SIDEWALK RAMP
6 12 VARIES OR LANDING
12"R - - - 1"R 1
w TOO
2.0' MIN. 512" 1" 124 FROM -6
6FROM
EXISTING ASPHALT- NEW CURB
CEMENT CONCRETE PAVEMENT & GUTTER 1 ml TOP 1 NTER
(SEE NOTE 2) 12" R. ROADWAY 318*PJOINEED
(SEE OTOEU3 ER 1 CEMENT CONCRETE
1
BD ITEM (INCLUDES SIDEWALK RAMPS) T PEDESTRIAN CURB
r " AT SIDEWALK RAMPS AND LANDINGS
SAWCUT
CB6R DEPRESSED MONOLITHIC
COPOOM 7F - Clam 6 GLITTER
Z SIDEION1f �j` �� (SEE DETAIL THIS SHEET)
0 �a 3
- - TYPE C2B -ISOMETRIC VIEW
r ) (COMMERCLA WITH BUFFER)
Z
W NOTES L
When a driveway width exceeds 15 fee:, construct a full depth
expansion joint wtth 3B• Jolnt filter along the driveway lane lines FA EGF CURB
- srf DEPREaam tarre DETAE
(SEE NOTE 2) - 1'-61
FACE OF ADJACENT CURB
CEMENT CONCRETE 61r-,'_
TRAFFIC CURB AND GUTTER SEE DEPRESSED CURB DETAIL THIS SHEET
a• 4
EMENT i
ONCREIE • 1:24
xNwALK � a • FACE OF ADJACENT CURB
1 6 1rZ TOP OF
' - - FLUSH WITH GUTTER L 1' 12'R. ROADWAY
PAN AT SIDEWALK 2"
RAMP ENTRANCE -L ---- -
-�A 112 1:24 1
X (see sld. plan 102). Construct expanslon jomn s parallel wHh the assi ; a,� on r!,e sE�Er _ TOP OF - 1' 6" -
DBn',eAlneasre aired of 15 maximum ad when drivewe CONTRAC-ONJDNT _ - 6EE NOTE CEMENTOONCRETE 12'R. ROADWAY 1
w 9 spacing Y eroPLAI RAMP UDH 1zH:ry B CURSaG ER
Wldthse%ceed30'. \ 1TR 70POF SLOPE(TYP.1 (SEE NOTE3) L
b % ROADWAY 3re•CONTRACTIONJaNr(TVP.1 _ DEPRESSED CURB SECTION
2. See std. plan 102 for sidewalk details. - - w L - (SEESro. PLAN ,e21 PUN VIE W u AT RESIDENTIAL DRIVEWAYS ONLY.
w OYPEcasHow(SEENO E9) SIMILAR) ARTERIAL STREET MINIMUM
(SEE NOTE 81 1 FOR COMMERCIAL. DRIVEWAYS SEE STD PLAN 104.2
3. Curb end gutter shown, other curb deslgrts may be specified.
_"• i VARIES
7" HMA (or ACP Class B) - _ 1'- 6" _
see atd.plan tOtfor wrbdetails sEENOTEID, (SEE NOTE 1), OVER
_I &3%MAX SEE NO EaMF 6" CRUSHED ROCK DEPRESSED CURB SECTION FACE OF CURB
4. Not used.
1'-C 1••e' _ 6 12' r
AT SIDEWALK RAMPS
5, The engineer will design all driveways to IrA4ude elevations mild Note 13leverwrLaemlowaLmJLNenN ( - - -
points marked with symbol "X'. All eleva:jons we at the back of JGNOe SwlL 11E P11LL111•STH ,D•MIN ,D MN. 12" R.
DEPRESSED MONOLITHIC CURB 6 ET GUTTER DETAIL CEMENT CONCRETE 1" R.
curb top on uphill aide. SIDEWALK SEEETD. PLAIN
IN JONT (iW.) ���,,,JJJ 37B" 1
Ir RESIDENTIAL STREET MINIMUM I FACE OF ADJACENT CURB 1 TOP OF
SECTION A (SEE STD. PUN 102)
snEwAUK vnOTH
6. Not used. low. DIFFERENCE IN SLOPE MAX W'R(TYP.) 4" HMA (or ACP Class B) `A ROADWAY
7 For Driveway Wfd:hs See DRIVEWAY STANDARDS
DRNEWAYWI RIVE SLOPE (SLOPE SHOWN EXAG(SEE NOTE 1)• OVER GERATED) % , ••►► '•;; • GIJTTERSURFACE t
e,
�1 (See NOTE 10). The expansion Joints (see s+d. plan 102) shall be -1'61 6" CRUSHED ROCK ', e • �'!.'?;Pro '
LL spaced as shown In the corresponding Isometric view. r D • D N DRIVEWAY 10 MN a • r
DRIVEWAY -RELATIVENEcAmSEE RTAR pI eTDPWltg3
SHOWVE SLOPE RATIE
8. Slopes shall comply with sections FW&2.1 or R303.2.2 or - FACE OF ADJACENT CURB SHOWN E%AGGERAlE0) O
PREMOLDED�1 •
R3032.3 of the Revised Draft Guidelines for Accessible Public 1• SECTION a JOINT FILLER t
RigbtsaC--Way afNov®ba 23, 2005 (PROWAO). �. E FULL -DEPTH 1.R B $14" -
O9. Curb returns for any Type C-MAX Driveway may be approved on R = CENIE TGUCONNoRETE NOTES: EXPANSION JOINT 1" R.
a case -by -case basis ✓ ,. su1FADE gs 1 (SEE NOTE3) CEMENT CONCRETE
• =ra �, 1. MUST MATCH EXISTING THICKNESS IF GREATER. TRAFFIC CURB
STREET STANDARDS =Renton Municipal Code (RMC) ` ' P P
TR IV Development Regulations • ' •� C-TR ITRIG 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF
Title CRETE DAMAGED PAVEMENT. DEPRESSED CURB DETAIL
"'L's a PA 'D�1
CHAPTER6STREET AND UTILITY STAN DAADS '• P �� SIDEWALK
Section 4-6-060 STREET STANDARDS DEPRESSED CURB DETAIL 111 - 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DAT RESIDENTIAL ORCOMAERCIALDRIVEWAYS. ANDALLEYS TYPE C2 -ISOMETRIC VIEW PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN
DRIVEWAY STANDARDS Renton Municipal Code RMC For NOTES am STD. PLAN 1 D4.2
O p ( ) FOR CEMENT CONCRETE CURBS.
Title IV Development Regulatlans Driveway EKample: TYPE C113 GENERAL NOTES:
1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing.
� ^ CHAPTER 4 R=Re,derNd CK7uIn�1aW 2. Expansion joint shall be full depth, 3/S" (In.) premolded joint filler.
\J J CITY-WIDE PROPERTY DEVELOPMENT STANDARDS wnmx of urr, ----
Section IONS PARKING, LOADING AND DRIVEWAY ( 'i u"° fl 3. For Depressed Monolithic Driveway Curb 6 Gutter Section, see Standard Plan 104.2
REGULATIONS 9.Buaer(PleTwkgs,ry) Bar''c.r:oBurtr - - P Y
-- STD. PLAN - 103
M. PLAN - 1042 ��Y o STD. PLAN - 104 n�PUBLIC WORKS CURB AND GUTTER \ PPRO D: • PUBLIC WORKS STD. PLAN - 101
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY GA PUBLIC WORKS CEMENT CONCRETE DRIVEWAY ` +!� ' CEMENT CONCRETE CURBS PPP �T.L
PFPART6IE T ENTRANCES -NOTES AHD DETAILS P �^ DEPARTMENT PPRO D: ,�- $ DEPARTMENT REPLACEMENT DETAIL Z DEPARTMENT
p- ENTRANCE - TYPES C1, C2, fi0 A;E
ANtO C3, and C-MAX If TIT;/
Gregg Zimmerman, Public Works Administrator
Std Plan 104.2 Types C1, C2, C3, Andn C-max City of Renton Std Plan 103.00 City of Renton Std Plan 101.00
Cement Concrete DrivewayEntrance Cement Concrete Driveway Entrance Curb and Gutter Replacement Detail Cement Concrete Curb 4
y P
e• RAISED EDGE DETAIL V-O" s. SIDEWALK
LEVEL ,.l tIr EXIENDSIDEWALKTRANSVERSE 1'- 1'-D' P Wa' ON) PREMGLDED JOINT FILLER
,2'fir'1)R JOINTS TO RAISED EDGE TYPICAL WHERE APRICFBLE
ROV DING 2t�0 j tlJ'(IN1 R. (rvP.J
FOR CURS DETAILS
�ON)R-'
SEE STD FIAN,01
;r.• 1,L•-'.•..�TING
•' �- a
•'RYA _. _ �, CRUSHED R(1CK
SEE RAISED EDGE
1'-v •SIDEWALK DETAIL -THIS SHE LTYPICAI-UNDER CRUSHED SURFACING TOP COURSE(CSTC)
ALL CUT MIN atDEWALK CRUSHED
TO 95% MODIFIED PROCTOR
`LOPE57 WITH RAISED EDGE (UNLESS REOUIREMENT WAIVED BY
CC//// ENGINEER) TYPICAL UNDER ALL cURB,
1R" (IN) R. {TYP.) GUTTER A SIDEWALK CSTC UNDER
_2.0% 'j' FOR CURB DETAILS CURB 6 GUTTER TO BE T THICKNESS OR
SEE STD PLAN 101 MATCH EXISTING ROADWAY CRUSHED ROCK
Iy OR ` BASE, WHICHEVER IS GREATER (TYP. FOR
AF�1'c�5` - • • • •• • ALL CURB 4 GUTTER).
FINISHEDGRADEI•p(IN)eELOW
) • 2'-0' SIDEWALK TOP OF CONCRETE ZRIME
ADJACENT TO CURB t• o• 11a• MIN.
ROU DING Itr (IN) R. (TYP.) R CURB -2_.0% 6 1.5X SEE STD PLAN 015
SAWCUT 12" MINIMUM
10" EXISTING EDGE OF ROADWAY ASPHALT INTO ROADWAY ASPHALT BRIDGE OR PEDESTRIAN .�.,t #4's @ 12" O.C.
3" MIN 2 1l2" 12" MIN FROM EXISTING EDGE RAILINGI� �"''' ADJACENT TO CURB°
( ) 5" 2 1/2" FINISH GRADE ) EACH WAY (TYP)
FOR cuRe DETAILS
BARRIER -SEE SIDEWALK SEE STD PLAN101. (STEEPFlLLSLOPES) CONCRETE SLAB
CONTRACT PLANS /-WALL OR BARRIER
1 1/2" R / i 1R•(IN1ROTYP)
FLUSH / I SIDEWALK
VERTICAL WALL- •N •N ,►. 6" • _• _ 8 •
SEE DEFAIL n _ - : ►' lJ
2" 3a' (IN) PREMO DED
JOINT FILLER -
1 I1R a ADJACENT TO CURB AND RAILING OR WALL a
Il PREMOLDED
1" DEEP THRU JOINT ° ° 6" aQDOoO° OD Q��°O O O O FOR SIDE JOINTFlLLER O moo QD o0� o� a°o 000 0 o Oao QD
1"R ooOO�OQD OOQ OQDO TREATMENT SIDEWALK BUFFER SIDEWALK ADJACENT TO WALL DETAIL �QDO Q°��oOoODo�°°�O ��o�Qo o�000�QD� a°o�00�
@ 10' o° o/c a°0000 Doo�o° 0�00° Oi0i0i0i0i ,OiOi;> sl DEWS (SEE NOTE 61r ooOoDDooOQo oOooaQ°0 O°��oODDo�°°OoOoDDoo�aD �Do
oa°o�QD0�0 °oDo �ae �P, FEEG°�DETAILS 0����a°0000OoDDo0�oo0�0�� Qo0�0oa°�a°o00DDo�°°OoOoDDooO
,.SY. 1.eXMIR_ SEE STOPl.AN107 oao Qo O a° OooOoo Dao o00aDOQD o000o Qo0 D a°o
•t
_ \ / OMEDFINISH
OR°MATCH EXISTING
.4 4II II I II II I
J J •/ 04WIDE,SMOOTHCONCRETE PAVEMENTTROWELED PERMETER
FINISHED GRADE 1-(IN) BELOW TOP OF CONCRETE 0EXISTING ASPHALT SURFACE FOR PLANTING -FLUSH IF PAVED Q' Q'
GEMENTCONCRETE CURB
CRUSHED SURFACING BASE COURSE
`a (CURB ANOGUITER SHOWN)
_ _ RE-ESTABLISH DEPTH OF BASE UNDER REMOVED ADJACENT TO BUFFER STRP FOR CURB DETAILS °
a = _ / o t SEE STD PLAN ,D, COMPACT TO 95% MAX DENSITY II
e , ASPHALT PAVEMENT A MINIMUM OF 6 INCHES s'
B BEYOND NEW PAVEMENT SECTION AND IN ANY e„01 SCARIFY AND RECOMPACT TOP 6 OF EXISTING
LOCATIONS BASE COARSE IS EXPOSED. COMPACT < ,a To,r4 SOIL TO 95% MAX DENSITY SOILS ENGINEER
o°�a�8o°Oo�go°�o��o° 8�o°�a�go°�o�go°�o8�o°�a�8o°�o�go°�� _ _ _ _ _ _ _
oo�o�oo�o�oo�o�o �o�oo�o�oo�o�oo�o�oo�o�oo�o�oo� TO 95% MAX DENSITY PER ASTM D 1557 1. Four feet of the sidewalk width Shall ' b� j TO APPROVE EX SUB GRADE PRIOR TO
P IN • � ' • • PLACEMENT OF CONC)
aaessible route (PM free of veridal , ► • • , r - O •.
0 0 0 0 0 0 0 0 0 6" HMA CL 1l2" PG 64 22 PAVEMENT PER WSDOT the minimum edctions • R
O O O O O O O O O O CONTRACTION JOINT •
and Access
Co tat , Jun Lion B. xes.GraS, \. FULL -DEPTH EXPANSIONJOINTIN BOTH
Access CoCable vorsPull
Boxes Boxes, and other CURB AND SIDEWALK (SEE Sm PLAN 101.11
STDS ppurtenances withinxthe sldewalik ro 3w C CONTRACTION JOINT
6" CRUSHED SURFACING BASE COURSE COMPACT grad of the sdewalk 01 `ace, and match gf JOINT AND FINISH
#3 DEFORMED BARS SUBGRADE o - DETAIL ,,
8" LONG @ 24" OC TO 95 /D MAX DENSITY 2. Monolithic Cement Concrete Curband . RAO S
Sidewalk is not permitted In new For other referenced NOTES see
12" (MIN) STRUCTURAL FILL AS REQUIRED OR necessuction,Whenrepiacementwok STD PLAN 104.2.
necessitates a Monolithic Cement __
EXISTING SUBGRADE COMPACTED TO 95% MAX Standard Plan FConcrete Curb '3010-o s°DT Paved surfaces must comply With OINT RI R
DENSITY PER ASTM D 1557 3. ConcreteSTD PLAN 102.1 as applicable. tobe4,000PS1. PP E FULL-DEPTH
EXPANSION JOINT NTS
NOTES: STD PLAN - 102 Reinforced Heavy Duty Concrete Paving
• PUBLIC WORKS CEMENT CONCRETE F!'[tO; i;j'
DEPARTMENT SIDEWALK /^IVT
1. ASPHALT PAVEMENT SHALL BE PLACED IN (2) LIFTS. FINAL LIFT SHALL BE CONSTRUCTED WITH THE 4r.'
2. SDETAIL C3.001 FORGENERAL PAVINGNOTES OVERLAY
OL F THE TING ASPHALT OAFTERNLY BUILDING IMPROVEMENTS ARE COMPLETE Std Plan 102 R"4 O 6 8 1 8
Cement Concrete Sidewalk Std Plan 102 7
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
KLB CONSTRUCTION IN JUNE 2022
NTS IT S The on -site private storm drainage facilities and public/private water and
B. B4 Concrete Extruded Curb 5 As halt Pavement Overla with New Pavi n Section sewer systems were installed in accordance with the approved plans and
�� of coil sy � P y g the documented field revisions and function as intended.
VERTICAL: NAVD 1988 04 30 2021
>, SURVEYED: SCALE: DATE:
� c RECORD DRAWINGS 07 08 22
'� QJ TRS HORIZONTAL: NAD 1983/1991
VTENW DESIGNED: AS SHOWN , CITY OF PARK AVENUE NORTH EXTENSION FIELDB O: /
COUGHLINPORTERLUNDEEN RAG RENTON, WASHINGTON
cy� Transportation Engineering NorthWest RENTON PAGE.
Q 33708 � P g g STRUCTURAL CIVIL SEISMIC ENGINEERING DRAWN:
9 PRW
�CISTTransportation Planning I Design I Traffic Impact S.Operations ONE INCH DATUM DRAWING NO:
11400 SE 8th Street, Suite 200, Bellevue, WA 98004 CHECKED:
IVAL /n^ Office (425) 889-6747 801 SECONDTTLE, W AVENUE,98104SUITE 900 ww.cp43c.com BSB AT FULL SCALE Planning/Building/Public Works Dept. PAVING DETAILS -
/�/� SEATTLE, WA 98104 www.cplinc.com IF NOT ONE INCH
Project Contact: Elyse Stemmler, P.E. NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: 2Z OF:30
V Phone:425-250-5004 TBB
fi' MN. "RIES (SEE NOTE "Z
' M"L
(SEE NOTE 91
Ill LP OF PAVED
DRIVEWAY REQUIRED
EXPANSION JO W T
(SEE STD. PLAN 1a2)
(SEE NDIE 9)
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A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
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VEHICLE VERTICAL AND
GATE POST HORIZONTAL RAIL
(TYP) 07 BRACING
7
3" MAX
'GATE FRAME
5 W/DIAGONAL
BRACING
AS SHOWN
SEE NOTE 11
VEHICLE GATE ELEVATION
PEDESTRIAN
GATE POST
SEE NOTE 8 3" MAX
(TYP) SEE N01
� GATE STOP
(TYP) n
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GATE
TENSION WIRE
>
6
5
2 VEHICLE GATE HINGE
(TYP 3 PLACES PER POST
FOR VEHICLE GATES) HEAVY DUTY INDUSTRIAL
GATE LATCH PL 152 BY
INTERNATIONAL SECURITY
PRODUCTS (NOTE THAT
-- LOCK HANGS
FENCE FABRIC
SEE NOTES 5
AND 6
VEHICLE GATE POST
CONCRETE FOOTING,
SLOPE TOP TO DRAIN
AWAY FROM POST,
SEE SCHEDULE (TYP)
3 PEDESTRIAN GATE HINGE
(TYP 2 PLACES PER POST
FOR PEDESTRIAN GATES)
LO PEDESTRIAN GATE POST
2" CLR BETWEEN CONCRETE FOOTING
BOTTOM OF GATE SLOPE AWAY FROM POST,
AND FINISH STATION SEE SCHEDULE (TYP)
GRADE
PEDESTRIAN GATE ELEVATION
FROM OUTSIDE FENCE.
BARBED WIRE ATTACHED.
SECURE TO ARM SO THAT /1,0
IT CANNOT BE LIFTED OFF l ' I
FROM OUTSIDE FENCE.
LINE/CORNER POST
SEE NOTES 9 AND 10. STATION
MAX. SPACING BETWEEN SIDE
POSTS SHALL BE 10-FT 0
I
INISHED
TATION
GRADE
FINISHED -TOP OF BASE
CURSE )
STATION SEE
GRADE (REF) VIEW -A
VIEW -A
Crw PLACE YARD COURSE SURFACING SO
THAT NO GAP EXISTS BETWEEN BOTTOM
I OF FENCE FABRIC AND TOP OF ROCK
CORNER/LINE POST CONCRETE FOOTING,
SLOPE TOP TO DRAIN AWAY FROM POST,
SEE SCHEDULE (TYP.)
Al
TYPICAL CHAIN LINK FENCE SECTION
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=FILE=
8
7
T E N W
COUGHLIN PORTERLUNDEENSTRUCTURAL
Transportation Engineering NorthWest
CIVIL SEISMIC ENGINEERING
Transportation Planning I Design I Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004
801 SECOND AVENUE, SUITE 900 (206) 343-0460
Office (425) 889-6747
SEATTLE, WA 98104 www.cplinc.com
Project Contact: Elyse Stemmler, P.E.
NO.
Phone: 425-250-5004
11
CENTER LOCKING BAR. (LOCKED POSITION)
HANDLE SHALL BE V-6 TO 2'-0" ABOVE
GRADE AND SHALL BE FITTED WITH STOPS
WHICH WILL HOLD IT IN EITHER THE
LOCKED POSITION OR LIFTED POSITION.
GATE LATCH
DETAIL 1
(OPEN POSITION)
VENT HOLE (SEE NOTE 15)
TYP AT ALL WELDED JOINTS
a
°'
FOR GALVANIZING PURPOSES
CENTER GATE STOP, MUSHROOM.
TYPE MALLEABLE IRON. WELD 12"
671��z
\
°
o °
LONG STEEL PIPE TO BOTTOM AND
e
SET IN CONCRETE FORMED WITH
10" SONO TUBE. TOP OF CONCRETE
SHALL BE AT FINISHED GRADE
ELEVATION. FOR PAVED DRIVEWAYS,
INSTALL BEFORE ASPHALT IS PLACED.
GATE STOP
DETAIL
i4�
RECORD DRAWINGS
NTS
5
4
HEAVY DUTY INDUSTRIAL
GATE LATCH PL 152 BY
INTERNATIONAL SECURITY
PRODUCTS (NOTE THAT
LOCK HANGS D(
GATE LATCH DETAIL
NTS -
THE WORK SHOWN ON THIS DRAWING SHALL
BE IN ACCORDANCE WITH THE FOLLOWING
PSE STANDARDS
1275.1130 CONCRETE, STRUCTURAL
8350.2200 CONCRETE INSTALLATION
1025.8340 STEEL, STRUCTURAL
GENERAL NOTES:
3
2
"NAVY DUTY GATE HINGE
HOOVER FENCE CO.
ALLEABLE IRON BUTT HINGE,
ART NO. BHM-65 W/180'
4GE ADAPTER) OR EQUAL.
C WELD GATE HINGES
3-PLACES EACH HINGE
(TYP) SEE NOTE 4
FOR FINISH.
VEHICLE GATE
HINGE DETAIL 2
NTS
3" MAX, SEE NOTE 3_
GATE STOP
NEEN
GATE
AND FINISH STATION
GRADE
VEHICLE GATE DETAIL 5
NTS
SPECIFICATIONS:
AISC (LATEST)
MATERIAL:
STRUCTURAL STEEL, ASTM A36 (LATEST)
STEEL STRUCTURAL TUBING, ASTM A501, Fy 36 ksi (LATEST)
WELDS:
PER AWS D-1.1 (LATEST)
FINISH:
GRIND SMOOTH ALL BURRS AND SHARP EDGES
SURFACE COATING:
HOT DIP" GALVANIZED PER ASTM A123 AND ASTM A53
(LATEST). ALL UNGALVANIZED WELDS SHALL BE CLEANED,
WIRE BRUSHED AND A HOT ZINC STICK COATING APPLIED
FOLLOWED BY A FINAL ZINC RICH PRIMER COATING.
REFERENCE
DRAWINGS & SPECIFICATIONS
D-13038 ENTRANCE/ROW GATE SINGLE AND DOUBLE STANDARD DETAIL
SECT 02831 CHAIN LINK FENCING & GATES, CIVIL SPECIFICATIONS
CONCRETE FOOTING SCHEDULE
FOOTING DEPTH
(SEE NOTE 13)
FOOTING DIAMETER
VEHICLE GATE POST
3'-8" MIN
18" MIN
VEHICLE GATE POST W/SLATS
4'-0" MIN
24" MIN
CORNER/LINE POST
3'-6" MIN
12" MIN
CORNER/LINE POST W/SLATS
3'-8" MIN
18" MIN
PEDESTRIAN GATE POST
3'-8" MIN
18" MIN
NOTE: CONCRETE FOOTING F'C = 2,500 PSI.
4
GATE AND FENCE NOTES
a
"NAVY DUTY GATE HINGE
' HOOVER FENCE CO.
ALLEABLE IRON BUTT HINGE,
ART NO. BHM-4 W/180'
VGE ADAPTER) OR EQUAL.
C WELD GATE HINGES
3 PLACES EACH HINGE
(TYP) SEE NOTE 4
FOR FINISH.
PEDESTRIAN GATE
HINGE DETAIL 3
NTS
DUCK BILL
GATE KEEPER
FIELD
DETERMINE
HEIGHT POST CAP
POST 2"(23/8" OD)
SCH 80 PIPE
FINISH GRADE
GATE KEEPER DETAIL 6
NTS -
(TO HOLD GATE OPEN)
TO BE INSTALLED ON ALL
VEHICLE GATES, SEE NOTE 16
FIELD LOCATE - 2 PLACES
1. GATE CORNER POSTS ARE TO HAVE 90' HINGES (NO 180' ADAPTER REQUIRED).
2. GATE NON -CORNER POSTS ARE TO HAVE 180' HINGES (180' ADAPTER REQUIRED).
3. GATES SHALL BE FABRICATED TO MATCH THE ACTUAL DISTANCE BETWEEN GATE POSTS WITH A MAXIMUM 3" GAP
BETWEEN POST AND GATE FRAME.
4. GATES SHALL BE HOT DIP GALVANIZED AFTER FABRICATION AND WELDING. ANY FIELD WELDING SHALL BE WIRE BRUSHED
CLEAN AND HOT ZINC STICK COATED TO REPAIR GALVANIZING.
5. FENCE FABRIC WITHOUT SLATS SHALL BE 9 GAUGE WIRE WOVEN INTO A 2" MESH SIZE.
6. FENCE FABRIC WITH SLATS SHALL BE 9 GAUGE WIRE WOVEN INTO A 3% 129" X 5% 129 MESH SIZE.
7. VEHICLE GATE POST SHALL BE 6-INCH STANDARD (6.625-INCH O.D.), WEIGHT 18.97 LB/LF OR LARGER, STEEL PIPE FOR
ALL 7-FT HIGH GATES.
8. PEDESTRIAN GATE POST SHALL BE 3.5-INCH STANDARD (4.0-INCH O.D., WEIGHT 9.11 LB/FT) OR LARGER STEEL PIPE
FOR ALL 7-FT HIGH GATES.
9. LINE POSTS WITH SLATS SHALL BE 3.5-INCH STANDARD (4.0-INCH O.D., WEIGHT 9.11 LB/LF) OR LARGER STEEL PIPE
FOR ALL 7-FT HIGH GATES.
10. LINE POSTS WITHOUT SLATS SHALL BE 2.5-INCH STANDARD (2.875-INCH O.D., WEIGHT 5.79 LB/LF) OR LARGER STEEL
PIPE FOR ALL 7-FT HIGH GATES.
11. VEHICLE AND PEDESTRIAN GATE FRAMES SHALL BE 1.5-INCH STANDARD (1.90-INCH O.D., WEIGHT 2.72 LB/LF) OR
LARGER STEEL PIPE.
12. FENCE MIDDLE AND TOP RAIL AND BRACES SHALL BE 1.25-INCH STANDARD (1.66-INCH O.D., WEIGHT 2.27 LB/LF) OR
LARGER STEEL PIPE.
13. FOOTING DEPTH IS MEASURED FROM TOP OF BASE COURSE.
14. BOLTS HOLDING LATCHES AND OTHER LOCKING HARDWARE SHALL BE PEENED TO PREVENT REMOVAL OF NUTS. NUTS
SHALL BE LOCATED ON THE INSIDE OF THE SECURED AREA.
15. ALL PIPE JOINTS SHALL HAVE A 1/2" VENT HOLE AT BOTTOM AND TOP OF RAIL AS CLOSE TO THE WELD AS POSSIBLE.
16. ALL VEHICLE GATES SHALL RECEIVE A GATE KEEPER AS SHOWN ON FENCE PLAN, PER DETAIL 6, THIS SHEET.
REVISION DESCRIPTION: IWO NUMBER:
CHAIN LINK FENCING
SECTIONS AND DETAILS
DATE (M/D/Y)
PUIGET
SOUND
ENERGY
SUBSTATION
ENGINEERING
DEPARTMENT
DRAWING NO
D-18381
REV NO
2
CAD
/ /
ENGINEER
/ /
SHEET: 1 OF
REVIEWED
/ /
SCALE: NONE
CLASS: SITE
I FILE NO:
APPROVED
/ /
CADD NO: SSDGN$$
CODE:
3
2
1
Not Used I
Chain Link Fencing Sections and Details
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
KLB CONSTRUCTION IN JUNE 2022
The on -site private storm drainage facilities and public/private water and
sewer systems were installed in accordance with the approved plans and
the documented field revisions and function as intended.
07/08/221 SURVEYED: SCALE:
TRS VERTICAL: NAVD 83/1
AS SHOWN HORIZONTAL: NAD 1983/1991 CITY OF
DESIGNED: U
RAG RENTON
DRAWN:
PRW ONE INCH DATUM
CHECKED: AT FULL SCALE Planning/Building/Public Works Dept.
BSB IF NOT ONE INCH
REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TBB
E
n
B
A
R-406819
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK AVENUE NORTH EXTENSION
RENTON, WASHINGTON
PUGET SOUND ENERGY FENCE DETAIL
co
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DATE:
04/30/2021
FIELDBOOK:
PAGE:
DRAWING NO:
C-411O
V )
SHEET: 23 OF.
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.
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4'-0"MIN. - A 4'-0"MIN. -
3/8" EXPANSION PEDESTRIAN CURB -
SEE CONTRACT PLANS 3/8" (IN) EXPANSION SEE CONTRACT PLANS
JOINT (TYP.) - SEE SEE NOTE 9 JOINT (TYP.) - SEE
STANDARD PLAN F-30.10 STANDARD PLAN F30.10
LANDING LANDING
B SIDEWALK
CURB AND GUTTER
SIDEWALK
�/ ...
CURB AND GUTTER
CURB RAMP
CURB RAMP CURB RAMP
4'-0"MIN. -
SEE CONTRACT PLANS DETECTABLE WARNING SURFACE - 4'- 0" MIN. -
SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS
FACE OF CURB FACE OF CURB
DEPRESSED CURB AND GUTTER
CROSSWALK
PLAN VIEW DETECTABLE WARNING SURFACE -
TYPE PARALLEL A SEE STANDARD PLAN F-45.10 7
4'- 0" MIN.
SEE CONTRACT PLANS
O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1
^
FOR CURB RAMP LENGTHS GREATER THAN 9 - 0TROVIDE
v
CL
CONTRACTION JOINT EQUALLY SPACED W - Cr MIN. DID.
_
w
CEMENT CONCRETE PEDESTRIAN
¢
LANDING
CURB -SEE NOTE 9
SECTION AO
15'- 0" MAX. (TYP.) 4' - O" MIN.
15' - 0" MAX. (TYP.)
SEE NOTE 7
SEE CONTRACT
SEE NOTE 7
PLANS
SIDEWALK,
+GRADE BREAK
*�A
GRADE BREAK
r1.
CURB RAMP
CURB RAMP LANDING \
3/8" EXPANSION JOINT (TYP.) -
SEE STANDARD PLAN F-30.10
SECTION OB
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL A" PAY LIMIT - SEE NOTE 6 7\ F_
TYPE PARALLEL A PAY LIMIT
1.
At marked crosswalks, the connection between the landing and the
PEDESTRIAN CURB -
roadway must be contained within the width of the crosswalk markings.
SEE NOTE 9 2.
Where "GRADE BREAK" is called out, the entire length of the grade
/
break between the two adjacent surface planes shall be flush.
3.
Do not place Gratings, Junction Boxes, Access Covers, or other appurte-
nances on any part of the Curb Ramp or Landing, or in the Depressed
Curb and Gutter where the Landing connects to the roadway.
3" R. 4.
See Contract Plans for the curb design specified. See Standard Plan
F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and
Pedestrian Curb details.
DETECTABLE WARNING SURFACE - 5.
See Standard Plan F-30.10 for Cement Concrete SIdaW81k Details.
SEE STANDARD PLAN F45.10
Sea Contract Plans for width and placement of sidewalk.
6
DEPRESSED CURB AND GUTTER The Bid Item "Cement Concrete Curb Ramp "does not include
CROSSWALK the adjacent Curb, Curb and Gutter', Dep Curs and Gutter,
0 Pedestrian Curb, Or Sidewalks. 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise
PLAN VIEW shown in the Contract Plans). Wtren applying the 15-foot max. length,
TYPE PARALLEL B the running slope of the curb ramp Is al owed to exceed 8.3%. Use a single
constant all horn bottom of ramp w top of ramp w match Into the skdewm
over a horizontal distance of 15 feet. Do not include abaft landsng(s) in
that5-foot When Is tits
r GRADE BREAK
max. measurement a ramp construk on a radius
15400t max lerl is measured on the inside radius along the back of tote
SLOPE
Wei".
COUNTER TOP OF
5.0� ROADWAY
8. Curb Rahn Ps and Landings shall recelVe a broom finish. Sea Standard
Specifications 8-14.
DEPRESSED CURB AND GUTTER -
9. Pedestrian Curb may be omitted If the ground surface at the bads of the
SEE STANDARD PLAN F-10.12
Curb Ramp and/or Landing will be at the same elevation as the Curb
AND NOTE 6
Ramp or Landing and there will be no material to retain.
4'- 0" MIN.
15'- 0" MAX. (TYP.)
LEGEND
SEE CONTRACT
SEE NOTE 7
PLANS
SLOPE IN EITHER DIRECTION
GRADE BREAK
SIDEWALK * 1.5% OR FLATTER RECOMMENDED FOR
GRADE BREAK
r
DESIGN/FORMWORK (2% MAX.)
CL
7.5% OR FLATTER RECOMMENDED FOR DESIGN/
FORMWORK (8.3% MAX.) - SEE NOTE 7
CURB RAMP
PEDESTRIAN CURB - A LANDING
SEE NOTE 9
SECTION O
(ALONG INSIDE RADIUS AT BACK OF WALKWAY)
"CEMENT CONCRETE CURB RAMP TYPE
PARALLEL B" PAY LIMIT - SEE NOTE 6 A
ISOMETRIC VIEW
TYPE PARALLEL B PAY LIMIT
3/8" (IN) EXPANSION JOINT (TYP.) -
SEE STANDARD PLAN F-30.10
PARALLEL CURB RAMP
SHEET 1 OF 1 SHEET
06/29/1 0
LANDING
GRADE BREAK -
SEE CONTRACT PLANS -
4' - 0" MIN.
CEMENT CONCRETE
SIDEWALK - SEE NOTE 5
FLARE (TYP.)
3/8" EXPANSION
JOINT (TYP.) - SEE
STANDARD PLAJN F-30.10
GRADE BREAK /
CURB, OR CURB
AND GUTTER -
SEE NOTE 4
FACE OF CURB
MEASURED PARALLEL
TO CURB (TYP.)
f
TF
n
r
m
Z
SLOPE TREATMENT -
SEE STANDARD PLAN F-30.10
rb tat exceed shown
NOTES
CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH
A
CURB RAMP WDTH - SEE CONTRACT PLANS
CURB RAMP WIDTH 4'- 0" MIN. 1.
At marked crosswalks, the connection between the curb ramp and the road
LANDING MATCH CURB RAMP
waymust be contained within the width of the crosswalk markings.
g
LANDING
E
WIDTH -SEE CONTRACT PLANS
GRADE BREAK CURB RAMP
2•
Where "GRADE BREAK" is called out, the entire length of the grade break
SEE CONTRACT PLANS -
GRADE BREAK
between the two adjacent surface planes shall be flush.
4'- 0" MIN. CEMENT CONCRETE
3.
SIDEWALK - SEE NOTE 5
Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
ances on any part of the Curb Ramp or Landing, or in front of the Curb
Ramp where It connects to the roadway.
TO SIDEWALK WIDTH
2'- 0" --
(TYP.) SEE CONTRACT PLANS -
4'- 0"J IN.
MIN. SEE CONTRACT 4.
PLANS\ 4'- 0" MIN.
See Contract Plans for the curb design specified. See Standard Plan
*
F-10.12 for Curb, Curb and Gunter, Depressed Curb and Gutter, and
3/8" EXPANSION
_
BUFFER WIDTH - MATCH
Pedestrian Curb details.
JOINT (TYP.) -SEE w
w TO CURB RAMP DEPTH
5.
CURB RAMP STANDARD PLAN F-30.10
(TYP.)
See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
Contract Plans for wktlh and placement of sidewalk.
GRADE „,
V 6.
BREAK TRANSITION TO SIDEWALK BUFFER, IF
PRESENT, OR TO BACK OF CURB (TYP.) -
1, Q
The Bid Item "Cement Concrete Curb Ram T)Ipe d0e5 not Include the
vi
adjacent Curb, Curb and Gut�r', DepIH889O Curb &W GuW Pedestrian
* * SEE CONTRACT PLANS
Curb, or Skiewalks.
i-
7,
The C Ram le k fired to 15 feet less
r
CURB, OR CURB
CEMENT CONCRETE
PEDESTRIAN CURB -
u p nglh regU (Un
ot
otherwise In ttla Contract Plans). When apply) the 1546max length,
AND GUTTER -
DETECTABLE WARNING SURFACE - SEE NOTE 4
SEE NOTE 4
the running of the Curb Ramp is allowed exceed 8.3%. Use a
SEE STANDARD PLAN F 45.10
B
DETECTABLE WARNING SURFACE -
SIng le constant Slope from bOitOm Of ramp t0 top OF temp t0 match Into
the landig over a horizontal distance of 15 deaf. Do not include the
FACE OF CURB
F
SEE STANDARD PLAN F-45.10
abutting landing in the 15-foot max measurement
` DEPRESSED CURB AND GUTTER -
DEPRESSED CURB AND GUTTER
8. Curb Ramps and Landings shall receive a broom finish. Sea Standard
SEE EE NOTE 4ISWALK
CROSSWALK
Specifications 8-14.
9 • Pedestrian Curb may be omitted If the ground surface at the back of the
Curb Ramp and/or Landing will be at the same elevation as the Curb
Ramp or Landing and thane will not be material to retain.
O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10
FOR CURB RAMP LENGTHS GREATER THAN 8' - 0' PROVIDE
PLAN VIEW CONTRACTION JOINT EOUALLYSPACEDW-VMIN. OC.
PLAN VIEW
TYPE PERPENDICULAR A
TYPE PERPENDICULAR B
LEGEND
DETECTABLE WARNING SURFACE -
(SHOWN WITH BUFFER)
SEE STANDARD PLAN F-45.10
_ SLOPE IN EITHER DIRECTION
4'- 0" MIN. 15- 0" MAX. (TYP.) GRADE BREAK
* 1.5% OR FLATTER RECOMMENDED FOR
DESIGN/FORMWORK (2% MAX.)
SEE CONTRACT PLANS
SEE NOTE 7
COUNTER SLOPE -
GRADE BREAK
5.0% MAX.
* * OR FLATTER RECOMMENDED FOR
*
DESIGN/FORMWORK
DESIGN/FORMWORK (8.3% MAX.)
* *
TOP OF ROADWAY
9.5% OR FLATTER RECOMMENDED FOR
D D
• D D D
DESIGN/FORMWORK (10% MAX.)
LANDING CURB RAMP }
DEPRESSED CURB AND GUTTER -
1 SEE STANDARD PLAN F-10.12
SECTION OA
CEMENT CONCRETE CEMENT CONCRETE CURB RAMP "TYPE
PEDESTRIAN CURB - PERPENDICULAR "A" PAY LIMIT - SEE
SEE NOTE 4
DETECTABLE WARNING SURFACE -
SEE STANDARD PLAN F-45.10
3" R. TYP. DEPRESSED CURB AND GUTTER -
SEE NOTE 4
CEMENT CONCRETE CURB
AND GUTTER - SEE NOTE 4
CURB RADIUS DETAIL O
ISOMETRIC VIEW
TYPE PERPENDICULAR A PAY LIMIT
CEMENT CONCRETE CURB RAMP "TYPE
PERPENDICULAR "B" PAY LIMIT
ISOMETRIC VIEW
TYPE PERPENDICULAR B PAY LIMIT
PERPENDICULAR
CURB RAMP
SHEET 1 OF 1 SHEET
09/25/20
RAMNTS P I NTS
PARALLEL CURB
PERPENDICULAR\PCURB RAMP 2
1 OF WAS
7�
�Q 33708
���IONAL
NOTES
VI
MATCH SIDEWALK BUFFER 1. This plan is to be used where pedestrian crossing in one direction is not
WIDTH - 4' 0" MIN. STRIP permitted.
MATCH SIDEWALK SEE CONTRACT PLANS WIDTH - 4' 0" MIN2. At marked crosswalks, the connection between the Landing and the
. - SEE CONTRACT PLANS PEDESTRIAN CURB -SEE NOTE 10 �� roadway must be contained within the width of the crosswalk markings.
CURB RAMP
3/8" (IN) EXPANSION PEDESTRIAN CURB - MATCH SIDEWALK WIDTH - 4' 0" MIN. 3. Where "GRADE BREAK" is called out, the entire length of the grade break
JOINT - SEE STANDAR SEE NOTE 10 SEE CONTRACT PLANS between the two adjacent surface planes shall be flush.
PLAN F-30.10 LANDING
LANDING 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten-
SIDEWALK - 3/8" (IN) EXPANSION JOINT - SEE `` m PEDESTRIAN CURB - ances on any part of the Curb Ramp or Landing or in the Depressed
SEE NOTE 6 5' - 0" MIN. 3" R STANDARD PLAN F-30.10 �' SEE NOTE 10
(TYP.) Curb and Gutter where the Landing connects to the roadway.
5'- 0" MIN. a Y 5. See Contract Plans for the curb design specified. See Standard Plan
/ A z J F-10.12 for' Curb, Curb and Gutter, Depressed Curb Gutter and
* 3 R. Pedestrian Curb details.
* * o �� 5'- 0" 3"R. o �6.
SIDEWALK - Z ° See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See
O SEE NOTE 6 U Contract Plans for'width and placement of sidewalk
1�1-;
BUFFER STRIP - SEE DETECTABLE WARNING SURFACE BUFFER DETECTABLE WARNING SURFACE 7.
The Bid Item "Cement Concrete Curb Ram Type= does not include the
CONTRACT PLANS C SEE STANDARD PLAN F-45.10 STRIP C SEE STANDARD PLAN F-45.10 adjacent Curb, Curb and Gutter, DepressedpCurb and Guitar', Pedestrian
Curb, or Sidewalks.
CURB AND GUTTER - _ CURB AND GUTTER -
SEE NOTE 5 SEE NOTE 5 8. The Curb Ramp length is not required to exceed 15 feet (unless shown
PEDESTRIAN CROSSING PEDESTRIAN CROSSING otherwise in the Contract Plans . When rg the 15-foot max leno
CLOSURE SIGN CURB RAMP CLOSURE SIGN FACE OF CURB RAMP (measured from bads Of skdeWa the running slope of the Curb ramp FACE OF CURB allowed to exceed 8.3%. Use a single Constant slope from bottom of
CURB PLAN VIEW PLAN VIEW ramp to top of ramp to match Into the sklewalk over a horizontal
w distance of 15 feet.
o TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION B
9• Curb Ramps and Landings shall receive a broom finish. See Standard
Qf Specifications 8-14.
w
} 10. Pedestrian Curb may be omitted If the ground surface at the back of the
m DETECTABLE WARNING SURFACE - Curb Ramp and/or Landing will be at the same elevation as the Curb
15'- 0" MAX SEE STANDARD PLAN F-45.10 15'- 0" MAX (TYP.) 15'- 0" MAX (TYP.) Ramp or Landing and there will not be material to retain.
i
(TYP.) SEE NOTE 8 SEE NOTE 8 t GRADE BREAK GRADE BREAK GRADE BREAK
❑ SEE NOTE 8 GRADE LEGEND
GRADE BREAK GRADE BREAK COUNTER SLOPE BREAK
5.0% MAX. SIDEWALK - SIDEWALK - SLOPE IN EITHER DIRECTION
SIDEWALK - SEE NOTE 6 SEE NOTE 6
SEE NOTE 6 1k * TOP OF * * �c * * 1.5 OR FLATTER RECOMMENDED FOR
�iV* ROADWAY �� I 1 * �� DESIGN/FORMWORK (2% MAX.)
CURB RAMP
�` 7.5% OR FLATTER RECOMMENDED FOR
CL LANDING DEPRESSED CURB AND GUTTER - }tL DESIGN/FORMWORK (8.3% MAX.)
1� I} CURB RAMP SEE NOTE 7
SEE STANDARD PLAN F-10.12 CURB RAMP F LANDING
1 SECTION OB 1
SECTION O O CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY)
FOR CURB RAMP LENGTHS GREATER THAN V - Cr PROVIDE
CONTRACTION JOINT EQUALLY SPACED W - Cr MIN. OC.
"CEMENT CONCRETE CURB RAMP "CEMENT CONCRETE CURB RAMP
TYPE SINGLE DIRECTION A" PAY LIMIT - TYPE SINGLE DIRECTION B" PAY LIMIT -
SEE NOTE 7 SEE NOTE 7
DETECTABLE WARNING
IN RADIUS
1" (IN)
SURFACE - SEE
CORNER
STANDARD PLAN F-45.10
PEDESTRIAN CURB
DEPRESSED CURB AND
GUTTER - SEE NOTE 5
90° ANGLE
RADIUS MAY
VARY
ISOMETRIC VIEW
TYPE SINGLE DIRECTION A
PAY LIMIT
'TEN W
COUGH LINPORTERLUNDEEN
Transportation Engineering NorthWest STRUCTURAL CIVIL SEISMIC ENGINEERING
Transportation Planning I Design I Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004 801 SECOND AVENUE, SUITE 900 (206) 343-0460
Office (425) 889-6747
SEATTLE, WA 98104 www.cplinc.com
Project Contact: Elyse Stemmler, P.E.
Phone: 425-250-5004
1'-0"
DETAIL OC
ISOMETRIC VIEW
TYPE SINGLE DIRECTION B
PAY LIMIT
SINGLE DIRECTION
CURB RAMP
SHEET 1 OF 1 SHEET
06/29/16
NTS
SINGLE DIRECTION\PCURB RAMP
RECORD DRAWINGS 07 08 22 SURVEYED: SCALE:
TRS
DESIGNED: AS SHOWN
RAG
DRAWN:
PRW ONE INCH
CHECKED: AT FULL SCALE
BSB IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TBB
CONSTRUCTION RECORD DRAWING
This construction record drawing is a copy of a cad file prepared by
COUGHLIN PORTER LUNDEEN and has been edited to reflect field
verified invert and rim elevations of the storm, sanitary sewer and water
main systems. Field verified invert and rim elevations were obtained by
KLB CONSTRUCTION IN JUNE LULL
The on -site private storm drainage facilities and public/private water and
3 sewer systems were installed in accordance with the approved plans and
the documented field revisions and function as intended.
HORIZONTAL NAD 1983/1991
R
CITY OF k%;
F
RENTON
DATUM 1J)
Planning/Building/Public Works Dept.
R-406820
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK AVENUE NORTH EXTENSION
RENTON, WASHINGTON
PAVING DETAILS
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PROP BNDRY
00812022
:STA �7+06.5
5.0' RT, BEGIN DYC LINE
i
STA 7+56.5
RT, BEGIN 8:1 TAPER
STA 7+70
7.0' LT, BEGIN 8.5:1 TAPER
7 n' I T BEGIN WHITE EDGE LINE
2
0.5' LT, END 8:1 TAPER
0.5' LT, BEGIN 3.5' RADIUS
6.5' RT, BEGIN 3.5' RADIUS
STA 8.
2.5' RT, END 3.5' R,
2.5' RT, END DYC
17.0' LT, END <
17.0' LT, END WHITE
6.0' LT, BEGIN TW!
6.0' RT, BEGIN TWl
BOTTOM
PAVEMENT MARKING & SIGNING GENERAL NOTES
1. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY TO ACCOMMODATE NEW STRIPING. CONTRACTOR SHALL
COORDINATE STRIPING REMOVAL WITH ASPHALT RESTORATION AND OVERLAY WORK.
2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF RENTON
STANDARDS, CURRENT EDITION. CONTRACTOR SHALL LAYOUT ALL SIGNS AND CHANNELIZATION, AND THEN CONTACT
THE ENGINEER 48-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT.
3. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF
SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS MEASURED TO THE
BOTTOM OF THE SIGN.
4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED VISIBILITY TO
DRIVERS.
5. THE CONTRACTOR SHALL PREPARE AND SUBMIT TRAFFIC CONTROL PLANS TO TRANSPORTATION SYSTEMS TRAFFIC
OPERATIONS AT LEAST THREE (3) WORKING DAYS PRIOR TO ANY ROADWORK.
6. ALL TRANSPORTATION FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM
CONSTRUCTION IS CHANGED (I.E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). ALL
OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE ONCE CONSTRUCTION IS
COMPLETE. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS
SHALL MEET CURRENT ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS) SEE CITY OF RENTON
STANDARD PLAN 135, SHEET PM-02.
1
C0TENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004
Office (425) 889-6747
Project Contact: Elyse Stemmler, P.E.
Phone: 425-250-5004
TAPER 14:1
N_
1
PAVEMENT MARKING CONSTRUCTION NOTES
O1 INSTALL METHYL METHACRYLATE DOUBLE YELLOW CENTER (DYC) LINE PER CITY
OF RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10.
OINSTALL WHITE METHYL METHACRYLATE LANE LINE PER CITY OF RENTON
STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10.
O3 INSTALL YELLOW METHYL METHACRYLATE CENTER LINE PER CITY OF RENTON
STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-20.10.
O4 INSTALL YELLOW METHYL METHACRYLATE TWO WAY LEFT TURN LINE PER CITY OF
RENTON STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-3.40.
O5 INSTALL WHITE METHYL METHACRYLATE EDGE LINE PER CITY OF RENTON
STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-3.40.
O6 INSTALL WHITE THERMOPLASTIC LEFT TURN ARROW PER CITY OF RENTON
STANDARD PLAN 109 AND WSDOT STANDARD PLAN M-24.40.
OINSTALL 10' WHITE PAINTED CROSSWALK PER CITY OF RENTON STANDARD PLAN
127.
®INSTALL 16" WHITE PAINTED STOP BAR PER CITY OF RENTON STANDARD PLAN
128.
REVISION
SURVEYED:
DESIGNED:
DMA
DRAWN:
KEW/VF
CHECKED:
EMS
BY DATE APPR APPROVED:
CTB
f O
Z3
\ c
STA
2.0'
14+75
LT, END
30' RADIUS
\
N
EDGE LINE
AVE
3.0'
RT
END
80LLOWD
\ K
PA
3.0'
RT,
END
YELLOW EDGE LINE
\
14.0'
RT,
END
69.5' RADIUS
14.0'
RT,
END
LANE LINE
STA 14+59.5
/ \
3.0' LT,
END
86'
RADIUS
3.0' LT,
BEGIN 30'
RADIUS
STA 14+08.0
3.0' LT, END 6.5' RADIUS
3.0' LT, BEGIN 86' RADIUS
STA 14+02.0
3.0' LT, END 50' RADIUS
3.0' LT, BEGIN 6.5' RADIUS
STA 13+80.5
1.0' LT, END 8' RADIUS
1.0' LT, BEGIN 50' RADIUS
STA 13+73.0
0.0' LT, END 58' RADIUS
0.0' LT, BEGIN 8' RADIUS
�a
SIGN LEGEND
R1-1
30"x30"
S1
0
1
,
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o
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„
PARK AVENUE
EXTENSION PROJECT
TO BE BUILT BY Q
THE CITY. SHOWN J
FOR REFERENCE
ONLY
J
_J
l T
7
STA 13+95.0 O LINE
4.0' RT 4.5' RT, END DYC C)
, BEGIN YELLOW
LINE ^ 4.5' RT, BEGIN YELLOW EDGE LINE z W ' \
4.5 RT, BEGIN 80' RADIUS \ 15.0' RT, BEGIN 69.5' RADIUS x
STA 13+54.0 w
0.0' RT, END 86' RADIUS Lii
0 0'
RT, BEGIN 58' RADIUS \ i
0.0' RT, END DYC LINE \ Q
4 v
4Q 0.0' RT, BEGIN YELLOW EDGE LINE
O0.5' RT, BEGIN YELLOW EDGE LINE o
11.0' RT, END 97' RADIUS -o
�0 Q
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p� OR OQRp�I\OE° g`l
SIGNING CONSTRUCTION NOTES
S 1 INSTALL NEW R 1-1 SIGN AND POST AT STA
9+03.5, 32.5' RT PER CITY OF RENTON
PROP BNDRY
STANDARD PLAN 129, SHEET PM-02.
Z
10 40
0 20 60
SCALE IN FEET
R-406821
LEGEND
OPAVEMENT
MARKING CONSTRUCTION NOTE
OILLUMINATION
CONSTRUCTION NOTE
CDSIGNING
NOTE
ROADWAY SCALE LUMINAIRE POLE
SCALE:
VERTICAL: NAVD • CITY 0
HORIZONTAL: NAD 1983/183/1991
tvR
RENTON
ONE INCH DATU M NWOF
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK AVENUE NORTH EXTENSION
RENTON, WASHINGTON
PAVEMENT MARKING PLAN
DATE:
10/15/2021
FIELDBOOK:
PAGE:
DRAWING NO:
PM-01
SHEET: OF:
25 30
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�SS�OIVAL ��G\
0710812022
:ilUI'tiAH MAHKINU
16"WHITE THERMOPLASTIC
THERMOPLASTIC/PAINTED STD, Pam-- 128
PUBLIC WORKS PARALLEL CROSSWALK{ APPRQVED:
DEPARTMENT
DocuSgn Emre(ope ID A0A0845 -<OB6-9C5D-59ED-ETOE51967ED2
CURB LANE LANE
CENTER
IN
LANE
6"MIN.(TYP.)r
LANE
`
CONCRETE LINE
GUTTER
-TIRE
TRACK
--TIRE
.IRACr
CURB LANE
CENTER
IN
LANE
10'
"24
g"(TYP.)-STRIPE
I 4�-
5'(TYP.) -OPEN
(TYP-) LANE B"(IYP.)-STRIPE
LINE 1'I
TIRE .) `—TIRE
* TYRI1AL 4-LANE ROADWAY CONFIGURATION
3 NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES.
KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND
IN THE CENTER OF TRAVELED PORTION OF THE LANE TO MINIMIZE THE WEAR ON
THE THERMOPLASTIC/PAINT.
GtirY _q
+� r PUBLIC WORKS
BEN DEPARTMENT
ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT STD PLANS. EXCEPT CROSSWALK
MARKINGS AND STOP BARS SHALL BE PER CITY Of RENTON STD. PUNS 127 AND 128. WSDOT STD. PLANS NOT
INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKSRRANSPORTATION.
M1
3 10-04 LEFT TURN CHANNELIZATION
M-3.20-03 LEFT -TURN CHANNELIZATION REDUCED TAPERS
M-3.30-04 LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACK-TO-BACK TURN LANES
M-3 40-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION
M•3-50-03 DOUBLE LEFT TURN CHANNELIZATION
M•S 10-03 RIGHT TURN CHANNELIZATION
M-9 50-02 BICYCLE LANE SYMBOL LAYOUT
M-9 60-00 SHARED - USE PATH MARKINGS
M-11 10-03 RAILROAD CROSSING LAYOUT
M•12 10-02 ROUNDABOUT PAVEMENT MARKINGS
M•20.10-03 LONGITUDINAL MARKING PATTERNS
M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES
M•24.20-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS
M-24.40-02 SYMBOL MARKINGS - TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS
M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS
LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE
(MMA), OR UNLESS OTHERWISE APPROVED BY CITY Of RENTON PUBLIC WORKSrTRANSPORTATION-
PAVEMENT LETTERS. AND RED)GREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE
(MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS, -TRANSPORTATION.
PAVEMENT SYMBOLS. CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS
OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKSITRANSPORTATTON. THERMOPLASTIC SHALL CONTAIN
3M 50150 WETIT?RY ELEMENTS. OR APPROVED EQUAL. IF INSTALLED ON CONCRETE. PAVEMENT SYMBOLS.
CROSSWALK MARKINGS. AND STOP BARS SHALL BE 3M STAMARK ALL WEATHER TAPE 380AW SERIES, OR
APPROVED EQUAL.
LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES. OR
UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKSTRANSPORTATION
LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF RAISED PAVEMENT (MARKERS SHALL REQUIRE APPROVAL
FROM CITY OF RENTON PUBLIC WORKS3RANSPORTATION IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL
FOLLOW WSOOT STD. PLAN M-20.50-02 LONGITUDINAL MARKING SUBSTITUTION W'RAISED PAVEMENT MARKERS.
PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE
LESS THAN 50' F.
Y PLTBI.iC WORKS
MARKING NOTES 109
�� p �g�
DEPARTMENT IIAIRII1 Wistuchdi/s/202D
NS
.RI17•rTglplira•1 CATf
fTENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact 8.Operations
1 1400 SE 8th Street, Suite 200, Bellevue, WA 98004
Office (425) 889-6747
Project Contact: Elyse Stemmler, P.E.
Phone: 425-250-5004
1Z:
THERMOPLASTIC/PAINTED
CROSSWALK
DocuSlgn Envelope ID- 5D308A1A-204D48E8-BB23-BA2834BB565E
GENERAL NOTES:
I. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE IF
THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMiNAIRE
POLES, TRAFFIC SIGNAL POLES, SIGN POSTS).
2. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE
ONCE CONSTRUCTION IS COMPLETE.
3. ALL EXISTING OR PROPOSED TRANSPORTATION FEATURES WITHIN THE PROJECT CONSTRUCTION
LIMITS SHALL MEET CURRENT ADA STANDARDS(I.E. JUNCTION BOXES SHALL HAVE NON-SKID
LIDS).
4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION
TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK.
5. ALL TRANSPORTATION ASSETS THAT ARE TO BE REMOVED AND THEN REINSTALLED AT A LATER
DATE DURING CONSTRUCTION SHALL BE RE -INSTALLED TO CURRENT STANDARDS.
6. SIGNAL POLE, LUMINANRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE,
7. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS
SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK
SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST
2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS.
8. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND
REMAIN FUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED
AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION.
9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION
SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON TRANSPORTATION OPERATIONS
MAINTENANCE DEPARTMENT PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE
INSPECTION WITH THE TRANSPORTATION OPERATIONS MAINTENANCE MANAGER OR OTHER
TRANSPORTATION OPERATIONS MAINTENANCE REPRESENTATIVE.
TRANSPORTATION NOTES STD PLAN - 135
+ I• PUBLIC WORKS A ROVED°
DEPARTMENT GAZ 3/13/2019 I :
i"A IT.
SEE CONTRACI FOR
LENGTH OF STORAGE LANE E • 50 e28 lllp III11L -
N
TE EDGE j TNO-YMV LEFT TURN A
1 J I CENTFRIWE �
TIN01mY LEI. TNIM
CENTHI Lon
i
---- �d ice`-----
'tb
S t DPPING POINT FnR
LEFT 'URN LANE -\
NO. I REVISION
1W
F
DOIIB-E CENlERl11E (YELLOW)Imo;
WDE IANF LINE ITWIROW PATTERN
NOTES
LEFT -TURN CHANNELVATION 1 The dlannehza*m shown on this
W TWO-WAY LEFT -TURN LANE plsnsssusssOpbm l roadway geometric dellgn. The
dlrtwfli(Drls n+•i tRlry to fit Bllsting aottMllorw. 8ss CantrslG.
2 The clown on 8* pw M for a Itslodnts Nay The channelindW plan
maybe Lood on foox4 r undlvMW Ngh rp v Mt ft EppFo; I ' owwl %nfttw.
3 Centerline striping on Ow spprosdl ID rebut dMumbeft. tdW be No Pass in scoord-
once wAth MUTCD figure 38-15 CerAW&W a IPIItO on the departure from raised cAanr el-
Ization shas be dLtterrnined by an ongN11srirlg study.
APPROACH TAPER�E CONfRACTI A Centerline sroping on the approach to and departure from painted channellzahon shall
be deterrlurled by an erglneenng study
r 5 Centerline striping on four -lane Undivided highways shalt be a double Centerline
YMMTF EDGE LINE .,t 6 The two Type 2L (SL) Traff c Arrows shown In the IeR•Nm storage lane are optional, bull
L recommended Arrows may be added for longer storage lanes or deleted for shorter
storage lanes See Contract Plans.
_ LEGEND
POSTEp DIMENSION
L = Lane MOM See Contrail for
\�}sPE[D ! O specified laned wUls
DOUOLE CENTERLINE IYELLOkM CENTERUNE STRIPE "am Cep L T = Leftil •Tum Lane width See Contra
OWMOWPATTERN (SEE NOTES)
am" 1lq
NEW 1W Type 21. (SL) Traffic Arrow
TWO-WAY LEFT -TURN LANE 4i1Nlt 1W
TRANSITION
OWN tw
mom 1W J.
>01t1Dt1 12W
a 6" 1W N k
20t11tm 12tr ,(,��i• �'
Can be redutled 10 a Mb*MOn of a t
LANE O SD• to rlcref storag/ t.Ill ' y. 10 36103 % 41
1
0 - �jf' F
PTIe�G\.
OOMIIL DIRECTION Of TRAFFIC OOTT�D � YFIIOW EDGE LINf 0\'. I.
wrrcmom L10 � CR O63HATCH YELLOW EDGE LINE
i ..w
TWO-WAY LEFT -TURN
--- -- -- - - - AND MEDIAN
_ C H ANNELIZATION
\\WIDE LANE LINE WUN STANDARD PLAN M-3.40-04
OOl1eLE CENTERUIE (YELLOYy 11MeTF EDGE LIFE PAINTED OR PLASTIC W MAX YELLOW EDGE LINE..I FT 1 OF 1 SHEET
(NARROW PATTERN MEDIAN - SEE [* TALI -_
APPROVED FOR PURICATION
DIRFC11061 OF TRAFFIC Dade. 2D200925
-ze,J-246► 14 55 19 _071W
LEFT -TURN CHANNELIZATION
PAINTED OR PLASTIC MEDIAN
� wryer.. trr ONrwrrtw�.r.,•r..
IN PAINTED 1EDLAN COMPOSED OF LONGITUDINAL MAMNGS
SURVEYED:
SCALE:
DESIGNED:
DMA
DRAWN:
KEW/VF
CHECKED:
EMS
BY
DATE
APPR
APPROVED:
CTB
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
t3AND-
OR
C
r
i
J
E
MOUNTING ON EXISTINO
METAL POLE OR LUMINANCE
MIN. T
:DGE OF
NOTES
1- DIMENSIONS FOR THE PARTS USED TO ASSEMBLE THE BASE
CONNECTIONS ARE INTENTIONALLY NOT SHOWN, BASE
CONNECTIONS ARE PATENTED. MANUFACTURFD PRODUCTS
THAT ARE IN COMPLIANCE WITH NCHRP 350 CRASH TEST
CRITERIA, THE BASE CONNECTION DETAILS ARE: SHOWN ON
THIS PLAN ONLY TO ILLUSTRATE HOW THE PARTS ARE
ASSEMBLED.
2- A 2" (IN) POST WITH A 2 1/4- (IN) PSST ANCHOR OR A 2
1 /4" (IN) POST WITH A 2 1/2- (IN) PSST ANCHOR MAY BE
SUBS-1 TU tFD. SIFT CON TRACT PLANS-
3. PERFORA'4D SQUARE S1EEL POST SHALL MEET THE
REOUIREMENTS OF WSDOT STANDARD SPECIFICATION 9-06.
4, USE ONLY BASE CONNECTION MANUFACTURER SUPPLIED
HARDWARE THAT MEETS THE REQUIREMENTS OF WSOOT
STANDARD SPECIFICATIONS 9--06 AND 9 28
EDGE OF TRAVELED
ROADWAY
$0 a0'—'-I
f OR REFL(_CTORIZED SIGNS: MOON r
FACING 3*(degree) OUTWARD IF SIGN
WITH
IS WITHIN 30 FEET OF ROADWAY
GALVANIZEO Bscl
GALVANIZED wAsHERs. _ SIGN FACE ORIENTATION
METAL POST Iz
L7
p'JI t
7SQUAR$GN P05T
'a LOWER SIGN 5/TS- (IN] C<ANER $OLT
aQ5T SUPPORT -.()R 3 it (IN FLANGE[)
SHRULDER BOLT VATH
NUT AND WASHERS
AP 7 REQUIRED (TYP-)
T
w �7 STpP
IGN POST
ix
y TYPE ST-4 SIGN SUPPORT
LOWER SIGN POST SUPPORT - 2.25"
(IN), 7-GAGE. TIOT-DIP GALV.,
IN- HEAVY-DUTY ANCHOR
'A1v4
COMMERCIAL CONCRETE
MOUNTING ON METAL POET
� SIGN MOUNTING ON SINGLE
yr�l, PUBLIC WORKS METAL POST
`��I rrrr�J DEPARTMENT (ADOPTED)
I -
CITY OF
RENTON
Planning/Building/Public Works Dept.
STD. PLAN- 129
AP
PROVED -
La' DATE f
Rom' of P
loy
GNEOR\NG
VG' GG
GAROF:B.�
S(R `EO 8E FPGE
ri\pcF\\�
Np11
iwoR\E\C� �p,8022
N NW 0850 N JOB P *W \NFGRMP
O00S Np CXR
F.� ERS�.-I'As G`l GR V
R-406822
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK AVENUE NORTH EXTENSION
RENTON, WASHINGTON
PAVEMENT MARKING PLAN
DATE:
10/15/2021
FIELDBOOK:
PAGE:
DRAWING NO:
PM-02
SHEET: OF:
26 30
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ILLUMINATION POLE SCHEDULE
LUM.
STREET
STATION
OFFSET
MOUNT.
ARM
VOLTAGE
SERVICE/
WATTAGE
LUMINAIRE TYPE -
BASE
COMMENT
POLE NO.
HEIGHT
LENGTH
CIRCUIT
ITYPE
DISTRIBUTION
0
PARK
9+34.0
26.0'
RT
30'
6'
240
(1)
80 LED
CYCLONE
FIXED
NEW
ROUND
TAPERED
STEEL
POLE
PER
COR
STANDARD
PLAN
115,
THIS
SHEET.
AVE N
TRIS2-FCG-3M-80W-4K-PG
PARK
AVE N
10+85.0
30.0'
RT
30'
6'
240
(1)
80 LED
CYCLONE
FIXED
NEW
ROUND
TAPERED
STEEL
POLE
PER
COR
STANDARD
PLAN
115,
THIS
SHEET.
TRIS2-FCG-3M-80W-4K-PG
PARK
12+58.5
30.0'
RT
30'
6'
240
(1)
80 LED
CYCLONE
FIXED
NEW
ROUND
TAPERED
STEEL
POLE
PER
COR
STANDARD
PLAN
115,
THIS
SHEET.
AVE N
TRIS2-FCG-3M-80W-4K-PG
PARK
14+08.5
36.5'
RT
30'
6'
240
(1)
80 LED
CYCLONE
FIXED
NEW
ROUND
TAPERED
STEEL
POLE
PER
COR
STANDARD
PLAN
115,
THIS
SHEET.
AVE N
TRIS2-FCG-3M-80W-4K-PG
GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT, CURRENT EDITION AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS
AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON —SITE AT ALL TIMES DURING CONSTRUCTION.
2. THE HOURS OF WORK IN THE STREET RIGHT—OF—WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS. ALL STREET CLOSURES,
PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR
UTILITY LOCATE CALL 48—HOUR LOCATORS, 1-800-424-5555.
4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO
STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE
OF BACKFILLING ALL CONSTRUCTION.
5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JO° S,' "f WHENEVER CONSTRUCTION IS IN PROGRESS.
9• ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% MAXIMUM DRY DENSITY MODIFIED PROCTOR.
10. THE CONTRACTOR SHALL PROVIDE MATERIALS SUBMITTALS AND POLE SHOP DRAWINGS TO THE CITY OF RENTON FOR APPROVAL AT THE EARLIEST POSSIBLE DATE.
11. AS PART OF THE DESIGN PROCESS, THE ENGINEER HAS ATTEMPTED TO CONFIRM THAT THERE ARE NOT CONFLICTS WITH OVERHEAD POWER LINES OR SUBSURFACE UTILITIES. HOWEVER, IT IS POSSIBLE FOR THE EXISTING OR
PROPOSED CONDITIONS TO CHANGE PRIOR TO IMPLEMENTATION OF THE SCOPE OF WORK IDENTIFIED ON THESE DOCUMENTS. AS THE FIRST ORDER OF BUSINESS, THE CONTRACTOR SHALL POTHOLE EACH POLE LOCATION TO
CONFIRM THAT THERE ARE NOT CONFLICTS WITH SUBSURFACE UTILITIES. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THAT THERE IS A MINIMUM 10—FT CLEARANCE PROVIDED BETWEEN OVERHEAD POWER LINES AND THE
PROPOSED LUMINAIRE POLES PRIOR TO POLE PLACEMENT. ADDITIONAL CLEARANCE MAY BE REQUIRED AS DIRECTED BY THE UTILITY. THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY IF A CONFLICT IS
DISCOVERED.
07/08/2022
VTENW
Transportation Engineering NorthWest
Transportation Planning I Design I Traffic Impact & Operations
11400 SE 8th Street, Suite 200, Bellevue, WA 98004
Office (425) 889-6747
Project Contact: Elyse Stemmler, P.E.
Phone: 425-250-5004
M88 WALL BRACKET
ALUM. ALLOY 6063—T6
T/2" ONO LOCK13OLT
GR. 18-8 S.S.
FLUSH
JOINT 4-1/2„
O.D.
TAPERED ALUM. POLE 0.188
WALL ALLOY -6%3 T6`-"—'"`
SATIN GROUND FINISH
151 HANDHOLE. 4"X6" OPENING
W/COVER AND S.S. SCREWS —
BASE FLANGE ALLOY 356—T6 WiTH
:BOLT COVERS & S.S. SCREWS —
SIZE AS REQUIRED
7
5'-9" RADIUS
1 qr-3n
23'-3"
28'-3"
331-3"
SHAFT
B" O.D.
ROUND .LUG
1 r-6"
11-1 /4"' SQ.
2" N.P.S.
SLI P FI TTER
J
11 " TO 12"
DIA. BOLT
CIRCLE 4 1/2" OF BOLT ABOVE
4" CONCRETE PAD FINISHED GRADE
2'
25'-0"
30I-0"
35'-0"
40'-0"
(4) 1"x42" BNC GALV. STEEL 124
ANCHOR BOLTS WITH NUTS 4'
AND WASHERS
DEW
4"
+ PUBLIC WORKS STANDARD 2W - 40' DAVIT POLE VSM. PI4H "' 115
DEPARTMENT
DAM
22"
161=1
ze
j61 cm]
WEIGHT: 32LBS115KG
EPA: 1.0 ft'
ORDERING TEMPLATE
MODEL LENS
TRIS2 NIL
FGC
FGF
DIST.
1
2
3
3M
4
5
2HS
3HS
3MHS
4HS
ORDERING CODE
REFERENCES
TRIKA SIDE MOUNT
TRIS2
WATT
CCT VOLT
REDUCER OPTIONS
20W
3K 120
NONE NONE
40W
4K 208
PT
60W
240
PTL
80W
277
PTDR
100W
347
PX
120W
480
SD
LENS
FGC FLAT GLASS CLEAR
FGF FLAT GLASS FROSTED
NIL NO LENS
DISTRIBUTION
HS INTERNAL HOUSE SHIEL❑
CCT
3K 3000K
4K 4000K
REDUCER
NONE FITS 4" 0.0, X 3" LONG TENON
OPTIONS
NONE NONE
PT PHOTOCELL W/7-PIN RECEPTACLE (ANSI C136,41)
PTL LONG LIFE PHOTOCELL W/7-PIN RECEPTACLE (ANSI C136.41)
PTDR' 7-PIN RECEPTACLE (ANSI C136.41)
PX SHORTING CAP WI7-PIN RECEPTACLE (ANSI C136.41)
SD FIELO ADJUSTABLE 10% INCREMENT STEP -DIMMING SWITCH
24
SURVEYED: SCALE:
DESIGNED:
DMA
DRAWN:
KEW/VF ONE INCH
CHECKED: AT FULL SCALE
EMS IF NOT ONE INCH
N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
CTB
COLOR
BK
DG
MA
SI
BZ
BG
GM
PG
WH
TEXTURE OP. FIN.
TX MG
SM
COLOR
BK
BLACK RAL9005
DG
DARK GREEN RAL6012
MA
MARINE BLUE RAL5013
SI
METALLIC SILVER RAL9005 (SMOOTH ONLY)
B2
DARK BRONZE RAL8019
BG
BURGUNDY RAL3005
GM
MOSS GREEN RAL6005
PG
PALE GREY RAL7040
WH
WHITE RAL9003
TEXTURE
TX
TEXTURED
SM
SMOOTH
OP. FIN.
(OPTIONAL FINISH)
MG
MARINE GRADE PRE -FINISH
' Contact factory for wireless control options and more
information regarding SD options.
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
i
Planning/Building/Public Works Dept.
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R-406825
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PARK AVENUE NORTH EXTENSION
RENTON, WASHINGTON
ILLUMINATION PLAN
DATE:
10/15/2021
FIELDBOOK:
PAGE:
IL-02
SHEET: OF:
29 30
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