HomeMy WebLinkAboutP_Approved_SECO_Park_Avenue_Civil_Plan_F_200107_v1CIVIL COVER SHEETTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSIONR-48600PR 14-000082SurveyorCivil EngineerOwnerTransportation Engineer SECO DEVELOPMENT1083 LAKE WASHINGTON BLVD N, SUITE 50RENTON, WA 98056(425) 282-5833 CONTACT: ROCALE TIMMONSCOUGHLIN PORTER LUNDEEN801 SECOND AVENUE, SUITE 900SEATTLE, WA 98104(206) 343-0460 CONTACT: BART BALKO, PETENW11400 SE 8TH ST, SUITE 200BELLEVUE, WA 98004(425) 250-5004 CONTACT: ELYSE STEMMLER, PEBUSH ROED & HITCHINGS2009 MINOR AVENUE EASTSEATTLE, WA 98102PHONE: (206) 323-4144 CONTACT: TAYLOR SCHULTESheet IndexC-000CIVIL COVER SHEETC-001 CIVIL GENERAL NOTESC-002 HORIZONTAL CONTROL PLAN OVERALLC-101 DEMOLITION & T.E.S.C. PLANC-110 T.E.S.C DETAILSC-201 ROADWAY PLAN, PROFILE & DRAINAGEC-202 ROADWAY PLAN, PROFILE & DRAINAGEC-210STORM DRAINAGE DETAILSC-211STORM DRAINAGE DETAILSC-301PAVING PLANC-310PAVING DETAILSC-311PSE FENCE DETAILXS-ALTA-00 SURVEYPM-01 PAVEMENT MARKING PLANPM-02 PAVEMENT MARKING PLANIL-01 ILLUMINATION PLANIL-02 ILLUMINATION PLANVertical DatumHorizontal DatumNAD 83/91NAVD 88Basis of BearingsCITY OF RENTON DATUM LOT LINE ADJUSTMENTNO. LUA 98-176BenchmarkCITY OF RENTON BENCHMARK NO. 1847(LOCATION)ELEV= 37.84Utility ProvidersSANITARY SEWERS, STORM DRAINAGE, WATERCITY OF RENTONDEVELOPMENT SERVICES1055 SOUTH GRADY WAYRENTON, WA 98055(425)430-7200POWER AND NATURAL GASPUGET SOUND ENERGYMUNICIPAL LAND PLANING815 MERCER STSEATTLE, WA 981091-800-CALLPSE(206)224-2120Site InformationSITE INFORMATIONTOTAL SITE AREA: 10.09 ac.TOTAL WORK AREA: 1.56 ac.TOTAL NET NEW IMPERVIOUS AREA ADDED BY THE PROJECT: 0.0 SFNOTE: ALL EXISTING SURFACES ARE ALREADY IMPERVIOUSVicinity MapSCALE 1'=400'Legal DescriptionPARCEL A:LOTS A AND C OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA 98-176, RECORDED UNDERRECORDING 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 LANDSFRONTING THEREON, ALL MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTHEAST CORNER OF GOVERNMENT LOT 1, SECTION 8, TOWNSHIP 23NORTH, RANGE 5 EAST, W.M., SAID POINT BEING THE NORTHWEST CORNER OF THE NORTHEASTQUARTER OF SAID SECTION 8;THENCE WESTERLY ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 1 AND SUCH LINE PRODUCEDWESTERLY 959.35 FEET, TO THE WESTERLY MARGIN OF BURLINGTON NORTHERN RAILROADCOMPANY'S RIGHT OF WAY (FORMERLY NORTHERN PACIFIC RAILWAY COMPANY'S LAKE WASHINGTONLINE) AND THE TRUE POINT OF BEGINNING;THENCE SOUTHERLY ON A CURVE TO THE RIGHT, ON SAID WESTERLY MARGIN OF BURLINGTONNORTHERN RAILROAD COMPANY'S RIGHT OF WAY, THE RADIUS POINT OF WHICH BEARS NORTH74°38'01" WEST, SAIDCURVE HAVING A RADIUS OF 1388.68 FEET, THROUGH AN INCLUDED ANGLE OF 4°14'26" FOR AN ARCLENGTH 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.)PARK AVE NB
U
R
L
I
NG
TO
N
NO
R
T
H
E
R
N
S
A
N
T
A
F
E
R
IG
H
T
-O
F
-W
A
YSOUTHPORT DR NLOGAN AVE
NGARDEN AVE NN 10TH
ST
L
A
K
E
WA
S
H
I
N
G
T
O
N
7
5
7
T
H
A
V
E
HOUSER WAY NLAK
E
WASHI
N
G
T
O
N
BLVD PERMIT SETSEPTEMBER 2019PARK AVENUERENTON, WA 98056Southport Park Avenue ExtensionPROJECTAREACIVIL ABREVIATIONSCBCATCH BASINCONCCONCRETECORCITY OF RENTONDEMODEMOLITIONELEC'LELECTRICALEXEXISTINGHHORIZAONTALIEINVERT ELEVATIONLLENGTHMAXMAXIMUMMIDMIDPOINTMINMINIMUMNTSNOT TO SCALEPCPOINT OF CURVEPIPOINT OF INTERSECTIONPSEPUGET SOUND ENERGYPTPOINT OF TRANSITIONRRADIUSSTASTATIONSTDSTANDARDTYPTYPICALVVERTICALVCVERTICAL CURVEWSDOTWASHINGTON STATEDEPARTMENT OF TRANSPORTATIONDOE NPDES WAR PERMIT NO.A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.PARK AVENUE EXTENSION BY SECO IS A PRIVATE ACCESSWHICH WILL GIVE PUBLIC ACCESS EASEMENT TO CITY.STREET LIGHTING IS PRIVATELY INSTALLED, OWNED, ANDMAINTAINED BY SECO.1DEVELOPMENT ENGINEERINGbbannwarth 10/04/2019CURRENT PLANNINGClark Close 10/04/2019SURFACE WATER UTILITYjfarah 10/10/2019REGIONAL FIRE AUTHORITYccappelletti 10/14/2019APPROVED
Construction Sequence:Demolition Notes1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELDBETWEEN THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE.2.VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALLUTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS1-800-424-5555.3.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.C 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 Notes1.THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATERUTILITY, WATER UTILITY, AND TRANSPORTATION PLANS.2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELDWITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER.3.THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THEPLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION INACCORDANCE 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. THECLEARING 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 ANDMAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASHSYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUTTO 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 TOLAND 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 ASATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIALFOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TOEROSION/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 MINIMUMREQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED ORSEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATIONCONTROL 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 TOADDRESS 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 WATERQUALITY OF THE RECEIVING DRAINAGE SYSTEM.7.APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVALOF 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 DAYSDURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING DRAY SEASON (APRIL 1STTHROUGH 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 SITESCLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGHAN 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 ORWITHIN 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. ALLCATCH BASINS AND CONVEYANCE LINES SHALL BE CLEARED PRIOR PAVING. THE CLEANING OPERATION SHALL NOTFLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.14.DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREASGREATER, THAT ARE TO BE LEFT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDINGOR PLASTIC COVERING.15.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITHTHE 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 MUSTBE 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 ONEWEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE TOREMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW.17.ALL ESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION ACTIVITY IS COMPLETE.1.EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN AREBASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS ASSUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROMOWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THEOWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THISINFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS ON THECONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THEDRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERTELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTORPRIOR TO CONSTRUCTION.2.IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFYTHE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONSDIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWNSUBSURFACE CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROMTHOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT INWORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTORAND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATIONFOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEERHAS APPROVED THE WORK IN WRITING.3.CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FORFIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALLKNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVEBEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THEUNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE NOTICE TOTHAT UTILITY.4.THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, ANDCITY OR STATE RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES.THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIESAND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE.5.VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEENDISCONNECTED.6.ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL,CONSTRUCTION AND VEGETATION TO REMAIN. COMPLY WITH ALL STATE AND LOCALAGENCY REQUIREMENTS.7.DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORKWITH LOCAL UTILITY PURVEYORS.8.MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUMINTERFERENCE WITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DONOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUTPERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESSALONG ACCESS ROAD AT ALL TIMES; MEET ALL APPLICABLE CODES ANDORDINANCES.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 ORIGINALCONDITION, AS ACCEPTABLE TO OWNER. REPAIR ANY DAMAGE TO ADJACENTSTRUCTURES, UTILITIES, SITE, AND WORK OF THIS CONTRACT TO REMAIN AT NOADDITIONAL 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 ORICING.14.REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE IMPROVEMENTS ASINDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALLBE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TOREMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BYMAKING A NEAT VERTICAL SAW CUT AT THE BOUNDARIES OF THE AREA TO BEREMOVED.15.REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEWCONSTRUCTION AND AS INDICATED. REMOVAL OPERATIONS SHALL BE PERFORMEDIN A MANNER TO PROTECT PROPERTY.16.MAKE CUTS AT CLOSEST PAVING JOINT.17.THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKINGALL LINE AND LOCATION STAKES, INCLUDING OFFSETS AND GENERALCONSTRUCTION STAKING. WHEN WORK REQUIRES BEING ON SITE A QUALIFIEDLAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TOTHE CONTRACTOR'S CREW WHILE CONTROL IS BEING PERFORMED, ALL NECESSARYRELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALL BE PRESENT ON SITEFOR THIS WORK. THIS EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NOADDITIONAL COST TO OWNER FOR THE PURPOSE OF VERIFYING LAYOUT ANDCERTIFYING THE ACCURACY OF WORK ON THE SITE.18.PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THEAREA OF DEMOLITION.19.TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTENPERMISSION OF GOVERNING AUTHORITIES AND OF THE OWNER. WHERE ROUTESARE PERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED.20.THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS ANDSTAKES AND THE REPLACEMENT OF ANY THAT ARE DISPLACED OR MISSING.21.THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OFBY THE CONTRACTOR IN A MANNER CONSISTENT WITH ALL GOVERNMENTREGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THE THE PROJECTSITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER,WETLAND, OR IN ANY PROJECT SITE, SHOVED ONTO ABUTTING PRIVATEPROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON STREET ORALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THEPRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANYDEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT.NOTES SHEETTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSIONR-48600PR 14-0000822DEVELOPMENT ENGINEERINGbbannwarth 10/04/2019
PSE STANDARD SECURITYFENCE ALONG INTERIORSITE LIMIT. SEE DETAILS26°08'22"E - 105.30'N63°51'38"E
-
1
0
4
.
8
8
'L=150.679,R=85.000D=101.5679S14°34'17"E - 88.01'L=67.312,R=86.000D=044.8454S30°16'26"W - 155.54'L=24.691, R=86.000D=016.4497S43° 07' 32.84"E27.319L=14.487,R=50.000S59° 43' 34.15"E18.300 BP: 7+22.46EP: 15+50.00PI: 11+01.14PI: 14+44.70PC: 7+72.46PC: 9+52.69PC: 11+89.14PT: 7+97.15PT: 10+20.00PT: 13+39.82Mid: 7+84.80Mid: 9+86.34Mid: 12+64.48SEE SHEETPM-01 FORSITE SIGNAGE1C-311PARK AVENUEEXTENSION PROJECTTO BE BUILT BY THECITY. SHOWN FORREFERENCE ONLY.CENTER LINE OFROAD DESIGN PROFILE15+507+508+008+509+009+5010+0010+5011+0011+5012+001
2
+
5
0
13+00 13+50
14+00 14+5015+00STA 15+00.2 (0.0' T)PARCEL
ASEE TYPICAL PRIVATE STREETSECTION ON SHEET C-20124'
12'12'0.5'6'6'STA 14+88.3 (12.2' LT)STA 14+41.3 (9.0' LT)STA 13+90.5 (16.8' LT)STA 13+80.5 (11.8' LT)STA 13+73.4 (11.0' LT)STA 13+39.8 (11.0' LT)STA 12+64.5 (12.5' LT)STA 11+89.1 (12.5' LT)STA 10+20.0 (12.0' LT)STA 9+86.3 (12.0' LT)STA 7+98.7 (12.0' LT)STA 7+83.5 (12.1' LT)STA 7+68.7 (12.0' LT)STA 8+54.6 (11.0' RT)STA 8+72.0 (12.0' RT)STA 8+89.4 (12.0' RT)STA 9+52.7 (12.0' LT)STA 8+75.7 (12.0' LT)STA 8+38.2 (11.0' LT)STA 9+52.7 (11.0' RT)STA 10+20.0 (11.0' RT)STA 9+86.3 (12.0' RT)STA 11+89.1 (12.0' RT)STA 12+64.5 (12.0' RT)STA 13+39.8 (11.0' RT)STA 14+05.8 (17.9' RT)STA 13+91.7 (12.0' RT)STA 14+11.7 (32.0' RT)STA 15+07.9 (33.0' RT)STA 14+97.7 (11.0' LT)STA 14+92.4 (11.3' LT)R: 35'L: 54.98'Δ: 89°59'60"R: 42.59'L: 68.96'Δ: 92°46'22"STA 8+97.2 (12.0' RT)PSE STANDARD SECURITYFENCE ALONG INTERIORSITE LIMIT. SEE DETAIL1C-3110102040SCALE 1"=20'g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)LegendLIMITS OF CONSTRUCTIONPSE STANDARD SECURITY FENCINGPSE STANDARD SECURITY FENCING& LIMITS OF CONSTRUCTIONAREAS OF OVERLAPSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSIONR-48600PR 14-000082HORIZONTAL CONTROL PLAN OVERALL3DEVELOPMENT ENGINEERINGbbannwarth 10/04/2019
PARCEL
AREMOVEEX CONCREMOVEEX CURBREMOVE EXTREES (TYP)REMOVE EX CURBPROTECT EXCB TO REMAINREMOVE EXCURB RAMPPROTECT EX 4" GAS LINEPROTECT EXELEC'L LINEPROTECT EXTEL LINESAWCUTEX CONCREMOVEEX CONCPADINLET PROTECTION (TYP)SEE DETAILSAWCUT ANDREMOVE EXASPHALT (TYP)TREE PROTECTION (TYP)SEE DETAILTREE PROTECTION (TYP)PROTECT EX DRIVEWAYPROTECTEX 12"STORM LINEREMOVEEX FENCE4C-110SILT FENCESEE DETAILREMOVE EXASPHALT3C-110PSE STANDARD SECURITYFENCE ALONG INTERIOR SITELIMIT. SEE DETAILPROTECTEX WATERVALVESPROTECT EXWATER LINEPROTECT EXGAS LINE1C-3112C-110REMOVE EX GRAVELAS NEEDED (TYP)INLET PROTECTION (TYP)SEE DETAIL4C-110REMOVE EX OVERHEADPOWER, COORDINATERELOCATION WITH PSEREMOVE EX UTILITYSERVICE POLEPARK AVENUE EXTENSIONPROJECT TO BE BUILT BY THECITY. SHOWN FOR REFERENCEONLY.REMOVE EXFENCE (TYP)TIE CONSTRUCTION GATE INTOEX FENCE. TO BE REMOVED ATCONSTRUCTION COMPLETIONINLET PROTECTION (TYP)SEE DETAIL4C-110PROTECTEX CB TOREMAINREMOVE EXSTORM LINEREMOVE EXSTORM LINEREMOVE EXSTORM LINEREMOVE EX OVERHEADPOWER AND TELEPHONE,COORDINATE RELOCATIONWITH PSE AND OTHERUTILTY PROVIDERS.REMOVE EXGRAVEL (TYP)REMOVE EXGRAVEL (TYP)REMOVE EXFENCE (TYP)PROTECT EXCB TO REMAINREMOVE EXGRAVEL (TYP)0102040SCALE 1"=20'g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)LegendREMOVE EX TREE(S)SAWCUT LINEREMOVE EX CURBINGREMOVE EX ASPHALT PAVEMENTREMOVE EX CONCRETE PAVEMENTREMOVE EX FENCINGTEMPORARY CONSTRUCTION GATETREE PROTECTIONINLET PROTECTIONSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editLIMITS OF CONSTRUCTIONPSE STANDARD SECURITY FENCINGPSE STANDARD SECURITY FENCING& LIMITS OF CONSTRUCTIONAREAS OF OVERLAPSILT FENCEREMOVE EX TELCOM SERVICEREMOVE EX OVERHEAD POWERREMOVE EX STORM PIPEREMOVE EX EX GRAVELINCLUDE INLET PROTECTION ONALL NEW CB'S ONCE INSTALLEDAND FUNCTIONINGTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSIONR-48600PR 14-000082DEMOLITION AND TESC PLAN4DEVELOPMENT ENGINEERINGbbannwarth 10/04/2019
7Weighted Plastic Sheeting6Sediment Trap5Not Used4Catch Basin Insert2Tree Protection1Not UsedNOTE:MAY BE CONSTRUCTED BY EXCAVATION OR BY BUILDING A BERMCROSS SECTIONNTSOVERFLOW SPILLWAY6' MIN WIDTH1.5' SEDIMENT STORAGE2' SETTING DEPTH & 1' DEPTH OF 2" - 4" ROCK,1' DEPTH OF 3/4" - 1/2" WASHED GRAVEL1' DEPTH 3/4" - 1-1/2" WASHED GRAVEL5' MAX1' OVERFLOW DEPTH4' MIN1' DEPTH 2" - 4" ROCK9311OUTFLOWCHANNEL IFCONSTRUCTED BYEXCAVATIONFILTER FABRICFENCING2' SETTLING DEPTH1.5' SEDIMENT STORAGENOTES:1.TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SHEETING.2.SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED.3.PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL.4.DUE TO RAPID RUNOFF CAUSED BY PLASTIC SHEETING, THIS METHOD SHALL NOT BE USED UPSLOPE OFAREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.5.IF EROSION AT THE TOE OF SLOPE IS LIKELY, A GRAVEL BERM, RIP-RAP, OR OTHER SUITABLE PROTECTIONSHALL BE INSTALLED AT THE TOE OF SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF.TERMINATE AT LEVEL AREA. FOLDUNDER 4" AND STAPLE AT 12" INTERVALSPROVIDE ENERGY DISSIPATIONAT TOE WHEN NEEDED3' MIN10' MAXBUILDING PADCONVEY RUNOFF TOAPPROVED LOCATION10' MAXTOE IN SHEETING IN 4"x4"TRENCH A MINIMUM OF 8'SETBACK FROM TOP OFSLOPE. BACKFILL WITHWASHED ROCKMIN 4' SETBACKFROM TOP OF SLOPE3Silt FenceTREE PROTECTION MEASURES DURING CONSTRUCTIONA. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANYEQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALLIMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIPLINE OF ANY TREE TO BE RETAINED.B.FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALLERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAINLINK TEMPORARY CONSTRUCTION FENCING AROUND THEDRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE ANDONE-QUARTER FEET (1-1/4') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, ORALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACE CARDS SHALL BE PLACED ON FENCINGEVERY FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALLBE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCE ON FOUR (4) SIDES. IN ADDITION, THEAPPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES.C. PROTECTION FRO GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE PROTECTED IS TOBE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL WELL AROUND THE TREE. THEDIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE.D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALLIMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BERETAINED.E. RESTRICTIONS ON GRINDING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUNDANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREA: (1)THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (2) AN AREA AROUND THE TREE EQUAL TO ONEAND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREEPROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED.F.MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELYAND EVENLY WITH MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THEPROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECTPROTECTED GROUND COVER PLANTS.G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORISTOR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVE,LOPMENTACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANYTREES AND GROUND COVER THAT ARE TO BE RETAINED.TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSIONR-48600PR 14-000082TESC DETAILS5DEVELOPMENT ENGINEERINGbbannwarth 10/04/2019
051020SCALE 1"=20'252
3
2425
22
23
24
25
2
3
2422232222222223222222.8922.7722.3722.25# 6 CB TYPE IRIM=23.69IE=20.32 12"(OUT)NW38 LF 12"DI @ 0.5%# 5 CB TYPE IRIM=23.23IE=20.13 12"(IN)SEIE=20.13 12"(OUT)N100 LF
12
"
D
I
@
0
.5%# 4 CB TYPE IRIM=22.73IE=19.63 12"(IN)SIE=19.63 12"(OUT)N94 LF 12"DI @ 0.5%# 3 CB TYPE IRIM=22.24IE=19.16 12"(IN)SIE=19.16 12"(OUT)NE83 LF 12" DI @ 0.5%33 LF 12"DI @ 0.5%# 2 CONTECHSTORMFILTER CBRIM=21.79IE=18.74 12"(IN)SWIE=18.74 12"(OUT)NE0.5%-0
.5%TC 22.23BC 21.73TC 22.19BC 21.69TC 22.49BC 21.99TC 22.45BC 21.95TC 22.37BC 21.8722.4922.4522.2322.197+227+508+008+509+009+5010+0010+5011+0011+5012+0012+
5
0NOTE:PROPOSED STORM WATER SYSTEM ISPRIVATELY OWNED AND MAINTAINED# 8 CB TYPE IRIM=21.13IE=19.64 8"(IN)S PVCIE=18.99 8"(IN)E EXIE=19.64 8"(OUT)N PVC50 LF
8" DI @ 0.5%104 LF 8" DI @ 0.5%# 7 CB TYPE IRIM=22.09IE=19.39 8"(IN)S PVCIE=19.39 8"(OUT)NE PVC50 LF
8" DI @ 0.5%104 LF
8
"
D
I
@
0
.5%# 9 CB TYPE IRIM=21.88IE=20.16 8"(OUT)N PVCCONNECT TO EX CBIE=18.00 18"(IN)SERAISE RIM TO GRADERIM=24.052.0%
-2.0
%2.0%
-2.0
%# 1 CB TYPE I-LRIM=22.00IE=18.58 12"(IN)SWIE=18.77 10"(IN)SE EXIE=19.02 10"(IN)NE EXIE=18.08 18"(OUT)NW/SOLID LOCKING LID2.0%-2.0%2.0%-2.0%0.5%-0.5%CONNECT TO EX CBIE=18.88 8"(IN)SCONTRACTOR TO RAISERIM TO GRADE ANDINSTALL NON-SKID LIDRIM=23.4515 LF 18"DI @ 0.5%10+0010+5011+0011+5012+0012+50PROPOSED GRADE# 5 CB TYPE IRIM=23.23IE=20.13 12"(IN)SEIE=20.13 12"(OUT)N# 4 CB TYPE IRIM=22.73IE=19.63 12"(IN)SIE=19.63 12"(OUT)N# 3 CB TYPE IRIM=22.24IE=19.16 12"(IN)SIE=19.16 12"(OUT)NE100 LF 12" DI @ 0.5%94 LF 12" DI @ 0.5%83 LF 12" DI @ 0.5%22.3522.3822.4022.3822.4522.3122.5022.1822.5522.0522.6021.7122.6521.4422.7021.2022.7521.05
22.80
21.29
22.85
21.40
22.90
21.41
22.95
21.43
23.00
21.44
23.05
21.50
23.10
21.58
23.15
21.66
23.20
21.74
23.25
21.82
23.30
21.87
23.35
21.86
23.40
21.85
23.45
21.84
23.50
21.82
23.57
21.81
23.68
21.79
23.84
21.77
24.03
21.79 PROPOSED GRADE@ ℄ ROADEXISTING GRADE@ ℄ ROAD38 LF 12" DI @ 0.5%0.50%BVC STA 12+09.83
EL=23.50
# 6 CB TYPE IRIM=23.69IE=20.32 12"(OUT)NW8+609+009+50# 2 CONTECH STORMFILTER CBRIM=21.79IE=18.74 12"(IN)SWIE=18.74 12"(OUT)NE# 1 CB TYPE I-LRIM=22.00IE=18.58 12"(IN)SWIE=18.77 10"(IN)SE EXIE=19.02 10"(IN)NE EXIE=18.08 18"(OUT)NW/SOLID LOCKING LID33 LF 12" DI @ 0.5%21.3221.3921.5022.0021.6622.0521.8122.1021.9922.1522.2422.20
22.34
22.25
22.26
22.30
22.33
22.0922.1522.1822.18 CONNECTTO CBIE=18.0015 LF 18" DI @ 0.5%LegendSTORM FILTER CBSTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/COFH/FDC/PIV/VALVEWATER VAULT/METERWATER MAINSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBFLUSH CONCRETE CURBTypical Private Road Section STA 8+97.17 to 13+73.422.0%313112'TRAVEL LANE12'TRAVEL LANEMAXMAXPROPOSEDGRADE1ASPHALTPER DETAIL2313SIDEWALK PER COR STDPLAN 102 SEE DETAILROADWAY BASEPER DETAIL424CURBS PER COR STDPLAN 103 SEE DETAILEASEMENTLINE6'5'MIN.(VARIES)57.5'1'LEVELBEFORESLOPE1'LEVELBEFORESLOPE8C-3104C-3107C-3108C-310 ROADWAY PLAN, PROFILE & DRAINAGETENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSIONR-48600PR 14-000082CONTINUED - SEE SHEET C-202CONTINUED - SEE ABOVE
CONTINUED - SEE BELOW
6CONTINUED - SEE SHEET C-202051020SCALE 1"=10' HORZ, 1"=5' VERTDEVELOPMENT ENGINEERINGbbannwarth 10/04/2019SURFACE WATER UTILITYjfarah 10/10/2019
25
30 2426
27
28
29
31
32253024262728293132252324262728
25302426272829313225222324252324051020SCALE 1"=20'Bur
l
ing
ton
No
r
the
rn
Ra
i
l
road
R
igh
t
-o
f
-wayLAKE WASH
INGTON
BLVDPark Avenue North# 6 CB TYPE IRIM=23.69IE=20.32 12"(OUT)NW38 LF 12"DI @ 0.5%IE=20.13 12"(IN)SEIE=20.13 12"(OUT)N100 LF 12" DI @ 0.5%32.18TC 32.39BC 31.89TC 32.03BC 31.53TC 29.92BC 29.42TC 30.50BC 30.00TC 30.50BC 30.00TC 32.50BC 32.00TC 31.50BC 31.004.2%-4
.2%
2.0%
-2.0%TC 31.70BC 31.20TC 31.55BC 31.05TC 31.50BC 31.001.0%-1.0%PARK AVENUE EXTENSIONPROJECT TO BE BUILT BY THECITY. SHOWN FOR REFERENCEONLY.CENTERLINE OFROAD DESIGNPROFILE15+5011+5012+0012+5013+0013+5014+0014+5015+00PROPOSED NEWSIDEWALK TIES INTOEXISTING SIDEWALKRAISE RIM TO GRADERIM=24.0512" WATER MAIN IN 24" STEELCASING CONSTRUCTED BYPUBLIC PORTION OF PARKAVENUE EXTENSION PROJECT.SHOWN FOR REFERENCE ONLYLegendSTORM FILTER CBSTORM DRAINAGE PIPEYD/CO/CB/CB 2/MH8" SD @ xx%SANITARY SEWERSANITARY MH/COFH/FDC/PIV/VALVEWATER VAULT/METERWATER MAINSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editPROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBFLUSH CONCRETE CURB13+0013+5014+0014+5015+0015+20STA 15+00.22PARK AVENUE TIE INEL=32.18PROPOSED GRADE24.2621.9124.5322.0224.8422.1225.1922.2125.5822.2926.0122.3526.4622.4026.9122.4327.36
22.46
27.81
22.48
28.26
22.34
28.71
22.19
29.16
22.28
29.59
22.37
29.99
22.46
30.36
22.55
30.69
22.64
30.98
22.76
31.25
22.95
31.48
23.00
31.67
23.01
31.83
23.02
31.96
23.10
32.07
23.18
32.18
23.26 1.10%4.50%100' VCPVI STA 14+30.00EL=31.41'K=29.41BVC STA 13+80.00
EL=29.16
EVC STA 14+80.00
EL=31.96100' VCPVI STA 12+59.83EL=23.75'K=25.00EVC STA 13+09.83EL=26.00
PROPOSED GRADE@ ℄ ROADEXISTING GRADE@ ℄ ROAD12" WATER MAIN IN 24" STEEL CASINGCONSTRUCTED BY PUBLIC PORTION OFPARK AVENUE EXTENSION PROJECT.SHOWN FOR REFERENCE ONLYBNSF ROW ROADWAY PLAN, PROFILE & DRAINAGETENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSIONR-48600PR 14-000082
CONTINUED - SEE SHEET C-201
051020SCALE 1"=10' HORZ, 1"=5' VERTCONTINUED - SEE SHEET C-201
7DEVELOPMENT ENGINEERINGbbannwarth 10/04/2019SURFACE WATER UTILITYjfarah 10/10/2019
1Catch Basin Type 16Storm Round Frame and Cover7Not Used5Catch Basin Installation4Miscellaneous Details for Drainage Structures3Rectangular Vaned Grate2Rectangular FrameTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSIONR-48600PR 14-000082STORM DRAINAGE DETAILS8DEVELOPMENT ENGINEERINGbbannwarth 10/04/2019SURFACE WATER UTILITYjfarah 10/10/2019
2'-4"
INSIDE RIM10'-5"OUTSIDE RIM2'-4"INSIDE RIM4'-0"INSIDE RIM4'-0"INSIDE RIMPLAN VIEW27" CARTRIDGESSECTION C-CA
514"2'-0"INSIDE2'-012"OUTSIDEB 3'-8"2'-8"3'-8"10'-1"5"5"BBFLOWH
6"AAFLOATABLES BAFFLEWEIRWALLINLET STUB(OPTIONAL)OUTLET PIPEFROM FLOWKITOUTLET STUBPERMANENTPOOL ELEVATIONLIFTING EYE(TYP. OF 4)PERMANENTPOOL ELEVATIONCARTRIDGESUPPORT TYP.CATCHBASIN FOOT(TYP. OF 4)OPTIONAL SLOPED LIDACCESSCOVERVANED INLET GRATE(SOLID COVER OPTIONAL)CLEANOUT ACCESSPLUG ON WEIR WALLFLOW KIT TYP.STORMFILTERCARTRIDGE TYP.CONCRETE COLLARAND REBAR TOMEET HS20 IFAPPLICABLE BYCONTRACTORFINISHED GRADE1'-0"COLLARSECTION A-AFILTRATIONBAY INLET TYP.CATCHBASIN FOOT(TYP. OF 4)STORMFILTER STEEL CATCHBASIN DESIGN NOTESCARTRIDGE HEIGHTSPECIFIC FLOW RATE (gpm/sf)CARTRIDGE FLOW RATE (gpm)27"18"18" DEEP3.05'2.3'3.3'CARTRIDGE SELECTION18.7912.5312.532 gpm/sf22.511.2515157.57.51.67* gpm/sf1 gpm/sf2 gpm/sf1.67* gpm/sf1 gpm/sf2 gpm/sf1.67* gpm/sf1 gpm/sf* 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLYINLET PERMANENT POOL LEVEL (A)1'-0"1'-0"2'-0"1.01.01.8OVERALL STRUCTURE HEIGHT (B)4'-9"3'-9"4'-9"CONFIGURATIONSTRUCTURE IDWATER QUALITY FLOW RATE (cfs)PEAK FLOW RATE (<1 cfs) RETURN PERIOD OF PEAK FLOW (yrs)CARTRIDGE FLOW RATE (gpm)MEDIA TYPE (PERLITE, ZPG, PSORB)RIM ELEVATIONPIPE DATA:I.E.DIAMETERINLET STUBOUTLET STUBNOTES/SPECIAL REQUIREMENTS:4-CARTRIDGE CATCHBASINSTORMFILTER DATASLOPED LIDSOLID COVEROUTLETINLET*PER ENGINEER OF RECORDCONFIGURATIONSTRUCTURE IDWATER QUALITY FLOW RATE (cfs)PEAK FLOW RATE (<1 cfs) RETURN PERIOD OF PEAK FLOW (yrs)CARTRIDGE FLOW RATE (gpm)MEDIA TYPE (PERLITE, ZPG, PSORB)RIM ELEVATIONPIPE DATA:I.E.DIAMETERINLET STUBOUTLET STUBNOTES/SPECIAL REQUIREMENTS:4-CARTRIDGE CATCHBASINSTORMFILTER DATASLOPED LIDSOLID COVEROUTLETINLET*PER ENGINEER OF RECORDYES\NOYES\NO12"18.74'12"18.74'21.79'ZPG11.25100<10.0835 PEAK HYDRAULIC CAPACITYSTORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 4 CARTRIDGE CATCHBASINHAS A MAXIMUM OF FOUR CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTERCATCHBASIN 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 ISREQUIRED.RECOMMENDED HYDRAULIC DROP (H)GENERAL NOTES1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.2.FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOURCONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com3.STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED INTHIS DRAWING.4.INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BYCONTRACTOR.5.MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "O" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACEOF THE STEEL SFCB.6.STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARDOUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADEUSING FLEXIBLE COUPLING BY CONTRACTOR.7.STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOADRATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDEDBY CONTRACTOR.8.FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS.9.SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).INSTALLATION NOTESA.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BYENGINEER OF RECORD.B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHESPROVIDED).C.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF.4 CARTRIDGE CATCHBASINSTORMFILTERSTANDARD DETAIL4 CARTRIDGE CATCHBASINSTORMFILTERSTANDARD DETAIL800-526-3999 513-645-7000 513-645-7993 FAX9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWINGU.S. PATENTS: 5,322,629; 5,524,576; 5,707,527; 5,985,157; 6,027,639; 6,649,048;RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.www.contechES.com1( 4 ) CARTRIDGE CATCHBASIN STORMFILTER STANDARD DETAILSLOPE LID 2% CROSS SLOPE TO MATCH PAVEMENT SLOPE.NOTE:CATCH BASIN CONFIGURATION SHOWN FORREFERENCE ONLY. REFER TO DATA TABLE FORCONFIGURATION OF FILTERS AND INLET GRATE.TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSIONR-48600PR 14-000082STORM DRAINAGE DETAILS9DEVELOPMENT ENGINEERINGbbannwarth 10/04/2019SURFACE WATER UTILITYjfarah 10/10/2019
PARCEL
AFLUSHCURBATRAMPSTARTFLUSHCURBEND FLUSHCURBPROPOSEDCONC WALKPROPOSEDADA RAMPPROPOSEDCURBPROPOSED ASPHALTSEE DETAILPROPOSEDADA RAMPPSE STANDARD SECURITYFENCE ALONG INTERIOR SITELIMIT. PER DETAIL1C-3118C-310PROPOSED ASPHALTSEE DETAIL8C-310PROPOSED 6' WIDECONC WALK (TYP)SEE DETAILMATCH EX ASPHALTEDGE FROM CITYPARK AVE C.I.P.PARK AVENUE EXTENSIONPROJECT TO BE BUILT BY THECITY. SHOWN FOR REFERENCEONLY.PROPOSEDADA RAMP7C-310MATCH EXEDGE OFASPHALTR74'R98'R73'R97'R20'R50'R50'R30'6'15+507+227+508+008+509+009+5010+0010+5011+0011+5012+001
2
+
5
0
13+00 13+50
14+00 14+5015+00PROPOSED 6" CURBW/ 12" GUTTER (TYP)SEE DETAIL4C-310CONC WALK EXPANSION ANDCONTRACTION JOINTS (TYP)SEE DETAILR86'R5'R4.4'R10'R63'6'
12'
24'SEE SHEETPM-01 FORSITE SIGNAGEBEGINCURBENDCURB12.1'R31'PROPOSED 6' WIDECONC WALK (TYP)SEE DETAIL7C-310PROPOSED 6" CURBW/ 12" GUTTER (TYP)SEE DETAIL4C-3107C-3100102040SCALE 1"=20'g. 8-1-1Call before youDor 1-800-424-5555UNDERGROUNDSERVICE (USA)PROPERTY LINEASPHALT PAVEMENTCONCRETE PAVEMENTGRAVELCONCRETE RETAINING WALLCONCRETE CURBFLUSH CONCRETE CURBLegendSAVED TO: SECO_X_LEGEND Do not use BlockEdit, Use LEGEND to editLIMITS OF CONSTRUCTIONPSE STANDARD SECURITY FENCINGPSE STANDARD SECURITY FENCING& LIMITS OF CONSTRUCTIONAREAS OF OVERLAPPAVING PLANTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSIONR-48600PR 14-00008210CURVE TABLECURVE #RADIUSLENGTHDELTA ANGLEC135.30'659.76'90d0'0"C285.20'1808.16'101d34'0"C386.30'807.72'44d51'0"C486.30'296.28'16d27'0"DEVELOPMENT ENGINEERINGbbannwarth 10/04/2019
6Asphalt Pavement Overlay with New Paving Section7Cement Concrete Sidewalk5Not Used4Cement Concrete Curb3Curb and Gutter Replacement DetailSAWCUT 12" MINIMUMINTO ROADWAY ASPHALTFROM EXISTING EDGEFINISH GRADESUBGRADENOTES:1.ASPHALT PAVEMENT SHALL BE PLACED IN (2) LIFTS. FINAL LIFT SHALL BE CONSTRUCTED WITH THEOVERLAY OF THE EXISTING ASPHALT ONLY AFTER BUILDING IMPROVEMENTS ARE COMPLETE2.SEE DETAIL C3.001 FOR GENERAL PAVING NOTES.EXISTING ASPHALT6" HMA CL 1/2" PG 64-22 PAVEMENT PER WSDOTSTDS12" (MIN) STRUCTURAL FILL AS REQUIRED OREXISTING SUBGRADE COMPCATED TO 95% MAXDENSITY PER ASTM D 1557RE-ESTABLISH DEPTH OF BASE UNDER REMOVEDASPHALT PAVEMENT A MINIMUM OF 6 INCHESBEYOND NEW PAVEMENT SECTION AND IN ANYLOCATIONS BASE COARSE IS EXPOSED. COMPACTTO 95% MAX DENSITY PER ASTM D 155712" MINEXISTING EDGE OF ROADWAY ASPHALT2 Not Used1Not Used6" CRUSHED SURFACING BASE COURSE COMPACTTO 95% MAX DENSITYTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSIONR-48600PR 14-000082PAVING DETAILS11DEVELOPMENT ENGINEERINGbbannwarth 10/04/2019
1Chain Link Fencing Sections and DetailsTENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004801 SECOND AVENUE, SUITE 900 (206) 343-0460 SEATTLE, WA 98104 www.cplinc.com COUGHLIN LUNDEEN PORTER E N G I N E E R I N G S E I S M I C C I V I L S T R U C T U R A L 33708STATE OF WASHINGTONREGISTEREDPROFESSIONALENGINEER CORB.BYHTOMITYAWK
A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M.CITY OFRENTONTED-40-4860
PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
C19002723SOUTHPORT PARK AVE EXTENSIONR-48600PR 14-000082PUGET SOUND ENERGY FENCE DETAIL12
LA
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
(DE
D
I
C
A
T
E
D
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
)LOT ALOT CCI
T
Y
O
F
R
E
N
T
O
N
L
O
T
L
I
N
E
AD
J
U
S
T
M
E
N
T
N
O
.
L
U
A
9
8
-
1
7
6
RE
C
.
N
O
.
9
9
0
2
0
1
9
0
1
4
P
R
O
P
O
S
E
D
L
O
T
2
C
I
T
Y
O
F
R
E
N
T
O
N
S
H
U
F
F
E
L
T
O
N
L
O
T
L
I
N
E
A
D
J
U
S
T
M
E
N
T
(U
N
D
E
R
C
I
T
Y
R
E
V
I
E
W
A
T
T
I
M
E
O
F
S
U
R
V
E
Y
)LOT ALA
K
E
W
A
S
H
I
N
G
T
O
N
B
L
V
D
N
(DE
D
I
C
A
T
E
D
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
)LOT ALOT CCITY OF RENTON LOT LINEADJUSTMENT NO. LUA 98-176REC. NO. 9902019014 PROPOSED LOT 2CITY OF RENTON SHUFFELTONLOT LINE ADJUSTMENT(UND
E
R
C
I
T
Y
R
E
V
I
E
W
A
T
T
I
M
E
OF SU
R
V
E
Y
)LOT A98102-3513
BUSH, ROED & HITCHINGS, INC.
2009 MINOR AVE. EAST
SEATTLE, Washington
LAND SURVEYORS & CIVIL ENGINEERS
FAX# (206) 323-7135
(206) 323-4144
1-800-935-0508
ALTA/NSPS LAND TITLE SURVEY
SECO DEVELOPMENT, INC.
1095 LAKE WASHINGTON BLVD
RENTON KING COUNTY WASHINGTON NW 1/4 OF SEC. 8, TWP. 23 N., RGE. 5 E., W.M.
FF=22.00
14+5015+0016+00
17+0018+0019+0020+0021+0022+0022+7815+5016+50
1
7
+
5
018+5019+5020+5021+5022+5014+5015+0016+00
17+0018+0019+0020+0021+0022+0022+7815+5016+50
1
7
+
5
018+5019+5020+5021+5022+50TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
LUA: C: SOUTHPORT PARK AVE EXTENSION09-06-2019PAVEMENT MARKING PLANDEVELOPMENT ENGINEERINGbbannwarth 10/04/2019
TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
LUA: C: SOUTHPORT PARK AVE EXTENSION09-06-2019PAVEMENT MARKING PLANDEVELOPMENT ENGINEERINGbbannwarth 10/04/2019
FF=22.00
14+5015+0016+00
17+0018+0019+0020+0021+0022+0022+7815+5016+50
1
7
+
5
018+5019+5020+5021+5022+50TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
LUA: C: SOUTHPORT PARK AVE EXTENSION09-06-2019ILLUMINATION PLAN
TENWTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Elyse Stemmler, P.E.Phone: 425-250-5004PARK AVENUE NORTH EXTENSIONRENTON, WASHINGTONSOUTHPORT PARK AVE EXTENSION
LUA: C: SOUTHPORT PARK AVE EXTENSION09-06-2019ILLUMINATION PLANFOUNDATIONONLY