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REV 1 APPROVED ENG RESUB2 -BLD2021-1384+Civil_Plan+5.19.2023_10.44.32_AM+3556462PORT OF EDMONDS ADMIN BUILDING 471 ADMIRAL WAY EDMONDS, WA 98020 If , W 1015, PORT OF EDMONDS 471 ADMIRAL WAY EDMONDS, WA 98020 425.775.4588 CONTACT: ROBERT McCHESNEY RMCCHESNEY@PORTOFEDMONDS.ORG APPLICANT JACKSON MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 206.324.4800 CONTACT: MEGHAN CRAIG GENERAL NOTES CONSULTANTS ARCHITECT JACKSON MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 206.324.4800 CONTACT: MEGHAN CRAIG STRUCTURAL ENGINEER CG ENGINEERING 250 4TH AVE S, SUITE 200 EDMONDS, WA 98020 425.778.8500 FAX 778.5536 CONTACT: DENNIS TITUS, PE, SE CIVIL ENGINEER SOIL/GEOTECH ENGINEER CG ENGINEERING LANDAU ASSOCIATES 250 4TH AVE S, SUITE 200 130 2ND AVE S EDMONDS, WA 98020 EDMONDS, WA 98020 425.778.8500 FAX 778.5536 425.778.0907 CONTACT: JARED UNDERBRINK, PE SURVEYOR REID MIDDLETON 728 134TH STREET SW - SUTIE 200 EVERETT, WA 98204 425.741.3800 CONTACT: JAMES PURKEY GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES REVISED 05.15.2017 LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (I.E. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. UTILITIES WATER/SEWER/STORM CITY OF EDMONDS 121 5TH AVE N EDMONDS, WA 98020 425.771.0241 POWER SNOHOMISH COUNTY PUD PO BOX 1107 EVERETT, WA 98206 425.783.1000 GAS PUGET SOUND ENERGY PO BOX 91269 BELLEVUE, WA 1.888.225.5773 CABLE & TELEPHONE CO M CAST 15815 25TH AVE W LYNNWOOD, WA 877.824.2288 FIRE FIRE DISTRICT ONE 12425 MERIDIAN AVE EVERETT, WA 98208 425.551.1200 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO Revised 05.15.2017 EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. 41. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. 42. UNDERGROUND WIRING REQUIREMENTS OF ECDC 18.05 SHALL BE FOLLOWED. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND. CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION BY EMAILING ENGINEERINGPERMITS@EDMONDSWA.GOV. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATIONOUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. ROUGH GRADING OF SITE IS TO FOLLOW ROUGH GRADING OF ADJACENT APARTMENT SITE. 7. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 8. CONSTRUCT BUILDING. 9. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. BENCHMARI< N-7, RESET 1956, BRASS DISK U.S.C.&G.S. MONUMENT SET ON TOP OF CONCRETE RETAINING WALL OF A FLOWER BED, 3.4' NORTH OF THE NORTH CORNER OF EDMONDS AMTRAK RAILROAD STATION. DATUM VERTICAL: NAVD 88 HORIZONTAL: NAD 83/11 WA NORTH LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 3, SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., LYING BETWEEN ADMIRAL WAY AND THE BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE SOUTH LINE OF SAID GOVERNMENT LOT 3 WITH THE CENTERLINE OF ADMIRAL WAY; THENCE SOUTH 42°33'18" WEST, ALONG THE SOUTHWESTERLY PROLONGATION OF SAID CENTERLINE 54.17 FEET; THENCE SOUTH 47'26'42" EAST, 30.00 FEET TO THE EASTERLY MARGIN OF SAID ADMIRAL WAY; THENCE NORTH 42°33'18" EAST ALONG SAID MARGIN 823.91 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 42°33'18" EAST ALONG SAID MARGIN 300.41 FEET; THENCE SOUTH 47'26'42" EAST 120.00 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF THE BURLINGTON NORTHERN RAI LROAD; THENCE SOUTH 42°33'18" WEST ALONG SAID RIGHT-OF-WAY LINE 299.86 FEET; THENCE NORTH 47°34'27" WEST 120 FEET TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. HAUL ROUTE TO SITE: 1-5 TO WA-104W SLIGHT RIGHT TO CONTINUE ON WA-104W L ON W DAYTON ST W DAYTON ST BECOMES ADMIRAL WAY FROM SITE: R ONTO ADMIRAL WAY ADMIRAL WAY BECOMES W DAYTON ST R ONTO WA-104E CONTINUE ON WA-14E TO 1-5 PERMIT REVISIONS ONLY: - ADD BULBOUTS AND CROSSWALK ALONG ADMIRAL WAY - REVISE STORM OUTFALL TO UTILIZE EXISTING ADMIRAL WAY CROSSING TO NORTH. BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION SHEET INDEX CIA COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL & DEMO PLAN C2.2 TEMPORARY EROSION CONTROL DETAILS C3.1 GRADING & DRAINAGE PLAN & DETAILS C3.2 GRADING & DRAINAGE DETAILS C3.3 GRADING & DRAINAGE DETAILS C4.1 WATER & SEWER PLAN C4.2 WATER & SEWER DETAILS C4.3 WATER & SEWER DETAILS C5.1 SITE & STREET IMPROVEMENT & TRAFFIC CONTROL PLAN & DETAILS C5.2 SITE & STREET IMPROVEMENT DETAILS C5.3 TRAFFIC CONTROL DETAILS C5.4 STREET IMPROVEMENT DETAILS HAUL ROUTE �� /♦ �` PaF ♦ ` ♦ 3`��� ��` ♦/ PROJECT SITE u VICINITY MAP N TS LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE ADJACENT PROPERTY LINE CENTERLINE CLEARING LIMITS - - - - - - - - - ABN BLDG BOW CB ABANDONED BUILDING BOTTOM OF WALL CENTERLINE CATCH BASIN MIN MINIMUM MECHANICAL JOINT MONUMENT NOT TO SCALE MJ - MON - NTS SILT FENCE X X X X OC ON CENTER CONTOUR LINE 100 00 CMP CORRUGATED METAL PIPE CLEANOUT PC POINT OF CURVATURE POINT OF INTERSECTION FENCE '-' ^ ^ CO PI SANITARY SEWER LINE MANHOLE - - -ss - - -ss -0.--ss___o_ss- CONIC CONCRETE PIV POST INDICATOR VALVE PROPERTY LINE ® ® CONST CONSTRUCTION It STORM DRAIN MAIN - -SD- - -SD- ----->-SD�SD- CP CONCRETE PIPE CUBIC YARD DOUBLE DETECTOR CHECK VALVE ASSEMBLY DUCTILE IRON PIPE DIAMETER DUCTILE IRON PIPE PT POINT OF TANGENCY STORM DRAIN PIPE - - - - - - - - - --- CU YD PVC POLYVINYL CHLORIDE PIPE ROOF DRAIN FOOTING DRAIN PRESSURE LINE CATCH BASIN (TYPE 1) - - - R - - - R - - - R - -R-R DDCVA PVI POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANG. - - - F - - - F - - - F - F F DI DI A PVMT - - - P - - - P - - - P - P P PVT ❑ ■ DIP R RADIUS CATCH BASIN (TYPE 2) EA EACH REINF REINFORCEMENT CLEANOUT o c � EJ EXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE �� ELEV ELEVATION RET RETAINING GRADE BREAK - - - - - - - - - - - - - - _ EOP EDGE OF PAVEMENT RT RIGHT SURFACE SWALE EX EXISTING SD STORM DRAIN DRAINAGE ARROW WATER LINE FDC FIRE DEPT. CONNECTION FINISHED FLOOR ELEVATION SECT SECTION - - WA- - - WA WA- WA- FIFE SDMH STORM DRAIN MANHOLE WATER METER FIRE HYDRANT ® m FH FIRE HYDRANT SIM SIMILAR FL FLANGE SQ SQUARE FDC V FT FEET/FOOT SS SANITARY SEWER PIV O • GV GATE VALVE SSMH SANITARY SEWER MANHOLE STATION STANDARD GATE VALVE g Z HP HIGH POINT STA TEE IT, HT HEIGHT STD 90° BEND THRUST BLOCKING ID IE INSIDE DIAMETER STL STEEL THRUST BLOCK ♦ INVERT ELEVATION TB CAP L LENGTH/LINE TOC TOP OF CURB CONCRETE PAVEMENT ° c ° a ° LCPE LINED CORRUGATED POLYETHYLENE PIPE TOW TOP OF WALL TOP ELEVATION TYPICAL ASPHALT PAVEMENT CRUSHED SURFACING LF LINEAL FOOT LOW POINT TOP LP TYP ROCKERY f 20.0 LT LEFT VC VERTICAL CURVE WITH SPOT ELEVATION f 20.0 MAX MAXIMUM W/ TELEPHONE LINE - - - T - - - T - - - T - -T-T -E-E MECH MECHANICAL WM WATER METER POWER LINE - - - E - - - E - - - E - MH MANHOLE GAS LINE --- G - -- G - -- G- G SIGN BLD2021-1384 REVISION May 19 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESUB May 19 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1384 PPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 6/16/2023 BY: wl I iv JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM GUI i A S�1, U) 0 z O o Uj > c) Q00 p warn Lu JQ LL pQ� O U) Q � zo0 � wQ2 O Jcyo 0- Uc�w U) 0 z CD O z W CN w 00 Q w oJ3: LL m < < Oz �- vLLJ �o z �QO 0 on �Qw�w U) U) U) U) (1) z z z z z O O O O O Q z C� » » > O�z��°0wwwww DO Do m mp J O z z z z z >❑ w w w 0 0 0 0 0 U cn m w w ❑ F-: F-: F-: F-: w W U U U U U o > ❑�LL�� ❑ w w- U) U) U) U)(1) j a- w z z z z z O O O O O U U U U U U)U O z N N N N co co co cn UJQQQQQQQQQQ 1-- O L(j O t W t t 00 Q (\ O N O !: O O N !: ❑ CO O= t t N CO t LC) G AW �ra"�= 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT NO.: 21160 PROJECT MGR.: JPU DRAWN BY: ATD CHECKED BY: GAG COVER SHEET & GENERALNOTES CITY ENGINEERING DIVISION clol JACKSON I MAIN ARCHITECTURE P.S. © 2021 TEMPORARY EROSION CONTROL AND DEMO PLAN NOTES: ss SS I\ I W* � CONCRETE SS ASPHALT SS — HIGH VISIBILITY PLASTIC OR METAL FENCE FOR PROJECT CLEARING LIMITS/CONSTRUCTION ACTIVITY AREA PER CODE BMP C103 — L IJ G* G* SS sS SS S S S SS SSss REMOVE EXISTING PARKING STRIPING — AT LOCATION OF PROPOSED BULB OUT ZL S ADMIRAL WAY 1 1— — ABOVE GR OUND POWERLINE RIM=11.51 SD 6" PVC SW IE=9.31 12"CONC NNE IE=9.21 12"CONC SW IE=8.86 G* REMOVE EXISTING PARKING STRIPING ALONG SITE FRONTAGE 2 S ss G* X F `6' CHAINLINK j TEMPORARY EROSION CONTROL AND DEMO PLAN SCALE: 1" = 10' 10 0 5 10 1. CLOSURES (IF/WHEN NEEDED) SHOULD BE COORDINATED WITH CITY, 48 HRS MINIMUM IN ADVANCE. FRONTAGE WILL BE INOPERABLE DURING FRONTAGE IMPROVEMENTS, ROAD WILL BE PARTIALLY CLOSED, ONE DIRECTION ONLY, FOR OVERLAYS AND/OR UTILITY CONNECTIONS. 2. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 3. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T5.13. 4. ANY DE -WATERING OPERATIONS ON SITE WILL REQUIRE A SETTLING TANK PRIOR TO DISCHARGING TO THE CITY SYSTEM, WHICH IS DIRECTLY CONNECTED TO THE PUGET SOUND. 5. ALL SPILLS SHALL BE CONTAINED WITHIN THE SITE LIMITS TO THE MAXIMUM EXTENT POSSIBLE AND LEGALLY REMOVED AND DISPOSED. SPILLS REACHING BEYOND THE PROJECT LIMITS SHALL GENERALLY BE ASSUMED TO HAVE REACHED THE PUGET SOUND, AND ADDITIONAL CLEANUP MAY BE REQUIRED OF THE CONTRACTOR BY BOTH CITY AND STATE OFFICIALS. SPILLS WHICH REACH BEYOND PROJECT LIMITS, AFTER PROVIDING BEST EFFORT AT INITIAL CONTAINMENT, SHALL BE IMMEDIATELY REPORTED TO THE CITY INSPECTOR AND DEPARTMENT OF ECOLOGY. 6. SEQUENCING AND LIMITING THE EXPOSURE OF SOILS TO RAINFALL EROSION SHALL BE CONSIDERED AS A BMP FOR THIS SITE. CONTRACTOR SHALL LIMIT REMOVAL OF EXISTING ASPHALT ONLY TO AREAS NEEDED FOR IMMEDIATE CONSTRUCTION ACTIVITIES IN ORDER TO LIMIT THE POTENTIAL FOR SEDIMENT LADEN RUNOFF LEAVING THE SITE. CONSTRUCTION AND LABORER TRAFFIC SHALL MAKE USE OF EXISTING PAVED SURFACES AND LIMIT CONTACT WITH EXPOSED SOILS TO THE MAXIMUM EXTENT FEASIBLE. BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 4Vi _e3"6/16/2023 l BY: CITY ENGINEERING DIVISION JACKSON I MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM 7 �, GUIs A SW, U) z W 18/ 25 U) z Oz W CN ��LQ� o Q J L C) J >Q L.LmQ�� Oz — c�o ULLJ Z �QO 0ti� on �QL�L U)U)U)U)(1) z z z z z 0 0 0 0 0 z Q (D m » » > O z UJ UJ UJ UJ J co co a - co J O z z z z z >❑ w w LL 0 0 0 0 0 U cn m w ❑ F-: F-: F-: F-: �:: w w U U U U U o > ❑ c� LL. U ❑ w w U) U) U) U)(1) LLJIZa. z z z z z O O O O O U U U U U U m O N z w N N N N N N N N N N CD � M�� w QCDLn (\ O N O !: O O N !: ❑ CO O - � N co � U) O 0 0 0 0 0 0 0 G AW 61IGINC-GFt IIG 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT NO.: 21160 PROJECT MGR.: JPU DRAWN BY: ATD CHECKED BY: GAG TEMPORARY EROSION CONTROL AND DEMO PLAN C201 JACKSON I MAIN ARCHITECTURE P.S. © 2021 0 cn GAS V ❑ 13.20 N " 13.28 I 12.96 12.99 12.91 13.34 { �° q.5% 1.4% ` 7.0% 12.85 1',,rN 12.46 6.4 /o > o 0 L, TOC: 13.27 12.93 12.77 12.89 i 1 o 12.98 I 0 12.90 I \ 0 \ GRADING AND DRAINAGE PLAN NOTES: P TR`,NS - P TRAf� ❑ _ \ 1. SOILS REPORT REPORT NUMBER: 0173039.010.011 � �/ PREPARED BY: LANDAU ASSOCIATES \ I E L E . BOX DATED: 10/04/2021 2. A MINIMUM OF T HORIZONTAL SEPARATION AND V VERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER AND STORM, AND A MINIMUM OF 5' HORIZONTAL SEPARATION AND 1' VERTICAL SEPARATION FROM ANY CITY OWNED LINES. SD 3. NEW/REPLACED IMPERVIOUS SURFACE (INCLUDING ROW): 23,598 SF I 1 Z \ y2 v imr-VV DU DRAINS.ILDING: 7,294 SF ROOF AREA. RUNOFF ROUTED TO PUBLIC STORM MAIN THROUGH ROOF JAC KSO N I MAIN - - - - - - - ---- - - - - - - - - I r _ G* I G* G* G* G* G* G* G* - NEW SIDEWALK: 1,221 SF. RUNOFF COLLECTED BY CATCH BASINS. ARCH ITECTU RE ASPHALT I - NEW DRIVEWAY: 12,251 SF. RUNOFF COLLECTED BY CATCH BASINS. 311 FIRST AVENUE SOUTH \ - LANDSCAPING: 1,820 SF. RUNOFF COLLECTED BY CATCH BASINS. SEATTLE, WA 98104 1 - ROW SIDEWALK: 1,934 SF. RUNOFF COLLECTED BY ROW CATCH BASIN. t 206.324.4800 SS SS I SS L \ I I -1SS SS - SS SS SS LL�SS SS SS SS SS - ROW DRIVEWAY: 898 SF. RUNOFF COLLECTED BY ROW CATCH BASIN. WWW.JACKSONMAIN.COM 4. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T5.13. LP ANTH 0 NY G U ESf S �- i ; TYPE c6 PARKING SIGN ADMIRAL WAY / � "- NNSTALL BACKWATER VALVE ON NE IE DOWNSTREAM OF CB) N* I W* n A------ -- L__--��N- 1 1 W* * i W* 4 RIM:11.30 W 12.56 1 12.54 I aQ z I--- I I 1 2 3 4 IE (12"IE 'DIP NE): 9.68 1 �-------- 1 I I 2 RISERS W/ 7" RISE, 11" TREAD C3.2 C3. C3.2 IE (12" DIP S): 9.68 I 12.27 I I I I I I /� T C: 1. 0 oll"o oo I I 00000. o.00 12 25 1 12 1 1 1 1 1 12.30 °°°°°° °°° __ - 12_04-- 1 .3 _� L --------� as L---�--�---- - ------ _ 11. 11.84 N -1- 0.5% 12.20 TOC: 12 0 ------ - �- � ---- -------------------------------- -- --- ASPHALT --- ---- - - - -4-2 - �J STORM DI PIPE SHALL HAVE 10 LF ^ 12" DIP @ 0.5% CROSSES MINIMUM 6" OF COVER. * _ TYPE I CB 11.41 - W* RIM: 11.3 _ W* IE(NW): 9.48 MAIN AIN EXISTING FRONTAGE 11.93 IIE (12" DIP SW): 9.48 11.41 SLOP TOWARDS EXISTING CB 11.98 TOC:11.96 11.69 TOO: 11.50 / 11.40 TOC: TOC: 12.92 r- -_--- �. Y `` `` Y 39 LF" 2" IP 0.59/o-------- -� Q D - 0 -- 12.99 o C: 12.54 TOC" 12.26 11.62 12.39 12. 7 \ 11.55 - Q D ° 4' 11.35 T0C:12.66 0 � 11.79 12.49 < , TOC: 12.12 0 0.5%_ 0.5% 7.5% ° D 12.7 1 LF 12" ° �2.42 13. 5 „ 1.54 ° \ 12.82 12.78 o a 12.66 12.54 13.61 2 TO .�1 12.37 12.44 TOC:,12.02 PVC @ 0.5% " 11.95„ 2.0 ° 12.06 11.53° 13.3 ° ° o ° 13.61 o ,11.55 o ° 13.93 - --- - �6„-----��, - -- ---- 9 --- WA A 33.8 - _ F F 7.00 0' 12 24 12 12 -F�F 11 ° F F .70 -- ----- � �� , - � _-' �' , � R� R F� R/F" R/F � 11.45 ----- R/F R/F R/ ° R/F R/ R/F R 11.65 N SLOPE TO DRAIN, �❑ TOC: 12.87 ° �� ° ' 13.68 78@LFO 8 2.0% MAX cn 12.45 _ .5% TYPE I-L W/ SOLID LID TYPE I CB W/ SOLID LID SAWCUT LINE \ » 12.52 13.68 TOC. 0 �, 1 6 > � p , � � RIM:11.57 1 3 RIM: 12.0 / 12.43 13.97 13.97 12.62 1O IE (6" PVC S): 9.80 IE (8" PVC S): 9.74 0 / o I - IE (4" PVC SW): 9.80 C3. C3. IE (12" PVC W): 9.74 �d a IE (12" PVC N): 9.80 IE (12" DIP N): 9.74 ENTRY: 14.00 \ \\ 2.15 \ \ 1 0 13.40 12.60 i I ENTRY: 14.00 ° PVMT \ \ v1 I LL�5.0 / 14.21 _ \ 12.0 J I MAX � \ o 0 cn 14.1 u I I 1'' :� ENTRY: 14.21 MODULAR WETLAND DRY UTILITIES TRENCH; II \ m I \ o CONNECT AS DESIGNED BY OC: 13.14 I T \ SYSTEM (MWS) W/ CURB ELECTRICAL CONSULTANT OR I ENTRY: 14.21 INLET 1 SERVICE PROVIDERS 12.64 1 a� ENTRY: 14.00 I" 13.08 RIM: 12.63 C3.3 �� TOC: 13.88 a IE IN (CURB INLET): 12.0 ° 14.15 I \ ----- IE IN (8" PVC SE): 10.03 _1 7\ - �o 13.38 IE OUT (8" PVC NW): 9.77 ROOF AND FOOTING DRAIN 14.13 OC: 13.88 0 2 1 PROPOSED BUILDING 13.38 a I J 14.00 13.20 3 13.54 I FFE: 14.0 TOC:12.90 � 12.40 LANDING AREA, TYP Q1 ` 13.52 13.08 ❑ �� (1.5% MAX CROSS SLOPE) \ LL 13.32 13.31 13.36 13.24 \ co LL 13.46 13.97 13.48 1 ❑ /�r�l70 13.43 l 13 16 GRADING AND DRAINAGE PLAN SCALE: 1" = 10' 13.55 14.0 GARAGE ENTRY: 14.0 GARAGE ENTRY: 14.0 TOC: 13.85 13.78 T 12 72 � � � � /a �/a �/a �/a �/a �/a /a /a �/a /a �/ /a �/a 13.68 � ENTRY: 14.21 I I I I I )W I TYPE 1 CB W/ DOWNTURN ELBOW RIM:12.55 2 3 4 A IE (8 DIP NE): 11.23 I I NA WA WA NA WA WA WA WA WA WA WA WF�- WA WA WA WA J TRASH AREA SEE ARCH PLANS 1 13.25 I _- 149 LF ^ 8" DIP @ 0.5% - 0.8%I 1.59/6- 2.7%� I I 13.19 I 1 13.04 0 _ -0 13.57 13.22 I I 1 I 13.01 I 1 34 13.` 13.36 I 1 13.50 13,17 13.82 I A NOT USED SCALE: NTS --------------o---- ----------- 13.08 m 0 La a 0 00 3 0 rn WA W WA �P 13.00 p 10 12.74 13.28 TYPE I CB RIM: 12.45 IE (8" DIP SW): 10.48 IE (8" PVC NW): 10.48 2 3 4 3 C3. C3. C3. � 6' C HAI 0 5 10 20 3 4 1131U_ 11.60 PAVING LEGEND NEW ASPHALT OVERLAY EXISTING ASPHALT/UTILITY SAWCUT NEW CONCRETE GRADING QUANTITIES TOTAL EXCAVATION (CUT) - 30 CU YDS TOTAL EMBANKMENT (FILL) - 530 CU YDS TOTAL 560 CU YDS THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. 4" DIA PERFORATED PVC PIPE WITH 6" OF 1" MINUS GRAVEL ALL AROUND, WRAPPED IN 8" MIN FROM WOOD. NON -WOVEN GEOTEXTILE SEE STRUCTURAL DRAWINGS FABRIC, SLOPE AT 0.5% MIN. TURN DOWN PERFORATIONS AS SHOWN �� 6 DOWNSPOUT TIGHTLINE FINISHED GRADE TO CONVEYANCE SYSTEM @ 0.5% MIN. PLACE NEXT TO FOOTING DRAIN OR AS SHOWN ON GRADING & DRAINAGE PLAN (CONTRACTOR MAY LOCATE ON EITHER SIDE OF O , 00 0° 0 FOOTING DRAIN) 0 0 0 o O 0 Oo00 000 LINE OF MAX EXCAVATION. �0 O ° 0 0Q IF SOIL IS OVEREXCAVATED, 0 REPLACE WITH LEAN MIX 0 0 0 0O CONCRETE FOOTING 1 1 FOOTING AND ROOF DRAIN SECTION SCALE: NTS BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED T&&c "6/16/2023 BY: CITY ENGINEERING DIVISION `C>, GULL 01/1'DFI w 581, O O oo LLI w >Q > � Q LL 0 J Q O 0cy_U) Q 0 z O wQ2 J M in UcloLu V ) 0 z 0 O K U) 04 �0w<00 O QJ�� WJQ > LL 00 < Oz �- c�O v Lu z --)QO 00O�ti0 � Q 0- It w V)WWU)07 z 0 z 0 z 0 z 0 z 0 J a_ H L » » > z 0 L O�zgg00wwwww M m m O M_j z z z z z W D j W O LL 0 0 0 0 0 w 0 o > M LL - H w w w cn cn cn cn co a s z z z z z co 07 00000 00000 0 z 5-<<<< N N N N M M M M w N N N N N N N N N N O M Q CJ 0 o N O� O M N� 'ItLo C0 8 - E 0 0 0 0 00 N11GINGGFt C, 250 4TH AVE. S.. SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 CG#: 21160.20 PROJECT NO.: 21160 PROJECT MGR.: JPU DRAWN BY: ATD CHECKED BY: GAG GRADING AND DRAINAGE PLAN AND DETAILS C301 JACKSON I MAIN ARCHITECTURE P.S. © 2021 /2\ 3 Li - GAS V P TRANS - `� P TRANS � 3 14.15 5.70 6.00 5.00 m 10' YELLOW CURB THIS PANEL REPLACES A PORTION ------ ---- --- -\ - ` LP (EXISTING) 3 ❑ OF THE EXISTING WALKWAY TO I I� G ELE. BOX THE WEST TO PROVIDE 1 8.50' Ln 13.25 19.00 I 26.50 CURB CUT ASPHALT - �-2- TRANSITION TO NEW RAMP I o D I (EXISTING -- ---- __--- -4-- � SO 1 2 4 =a-11 T -------------------- 05.3 C5.3 C5.3 WORK ZONE 3 I Ti- --- o o �11 fl 000..00..o.o. O DETECTABLE WARNING SURFACE PER I i PARKING WSDOT STD PLAN F-45.10-02, TYP i 1 L - - - - - - - - - - - - - - - - - - - - - PAINT STRIPE C5. I Al �S P HALT CROSSWALK SIGN W/ CARMANA I G* G* G* G* - EXISTING CENTERLINE C5.3 C5.3 WORK ZONE 1 I I R920-E SOLAR POWEREth RAPID PAVEMENT MARKINGS, e FLASHING BEACON C5.4 C5.4 C5.4 I C5.2 l I REPLACE AS REQUIRED SS SS ss- SS - I I ,� �s - I I ss - S - SS SS S� ss SS eCROSSWALK II 0 I 1 _- C5.4 I I I TYPICAL TRENCH 1 4 I II I I SECTION C5. 1 3 WORK ZONE 2 �-- ---------_--------_--------_- 1=-- I-------- 3 1 --------- -- -- ------------ ----------------------------------= ------------------------------------------------------------------------------= ----- - .3 h Q CROSSWALK SIGN W/ I I 1 I PARKING PAINT STRIPE. (1) 18' STALL \ 1 I 3 �� 3 5 6 C SOLAR POWERED N 1 1 I I ADMIRAL- 0 I I ON NORTH, (3) 20 STALLS IN MIDDLE, 13.25' r_� I 1 I C5.2 (1) 18" STALL ON SOUTH C5.4 C5.4 C5.4 RAPID FLASHING I r------- -� r----J ___J I I * W* BEACON j I W* d �------- -J L--� ,/ r---� TYPICAL HMA W* 4 UTILITY PATCH C5.2 96.00' TYPE I DRIVEWAY WORK ZONE 3 I APPROACH C5.3 C5.3 C5.3 j I �� I I I I 5 2 RELOCATED SPEED I o I I I I I 2' MIN SAWCUT CONCRETE CURB 3 C5.3 N A I Q I I AND GUTTER C5.2 o...I off o°°°00000°° LIMIT SIGN W/ -L- _j- REPLACED POST C .4 __---- - Lj- RELOCATED SIGN P Fi.O¢' J.OV' 6.00' Lq ° 00 °, D _ Da 29.25' 25.50' CONCRETE A _ - - - - - - - - - - - - - - _ - D la' 6.2 ' IMF 0 6.00, WA _ D 8�P ° D D �C 2� I D D I , 6.00' 24.00' 6.00' o ° D 6 HANDRAIL _ MATCH EXI 0 j 2 RISERS W/ 7" RISE, 11" P SIDEWALK AND CURB / - �" o �° TREAD. SEE C3.1 FOR GRADES 16 " HA D AI I / DRY UTILITY TR CH AS UT1I \ INSTALL TREE GRATES AND ROOT I I BARRIERS FOR SIDEWALK TREES � 0 NEEDED, SEE'NNOTE 4 1 Iv - HANDRAIL D 0 / R E i ° C5 2 EXTRUDED CONCRETE CURB / D 16.50' TYP DIMENSIONS FOR ALL PARKING UNLESS NOTED OTHERWISE o I Lq 00 I °D NEW CONCRETE CURB ON 0 LANDSCAPE ISLAND TO MATCH EXISTING ..................... TYPICAL CONCRETE SECTION \ - 7 - i� 6" CURB TO PREVENT STORMWATER FLOW FROM NORTH SITE \ a o a p 3 ° TYPICAL ASPHALT SECTION 00- I I I I I I I I I I I �1 D D o D ° p D - - - - - - - - - - - - - - - - - - - - - -------- I I I I a I 3 I I I O I I IN LIGHT POLE PER ARCH, TYP I ti 3 I I I �P WA V. - WA WA WA WA- WA WA WA W4WA WA WA W WA I I I I I 16" MAX HEIGHT CONCRETE e6 I VERTICAL CURB ALONG EAST C5.3 PROPERTY LINE o� D^ SITE AND STREET IMPROVEMENT AND TRAFFIC CONTROL PLANS SCALE: 1" = 10' PAVING LEGEND NEW ASPHALT OVERLAY EXISTING ASPHALT/UTILITY SAWCUT d. NEW CONCRETE q.. SITE AND STREET IMPROVEMENT AND TRAFFIC CONTROL PLAN NOTES: 1. PIPE BEDDING AND TRENCHING PER CITY STANDARDS, DETAIL 1/C5.2, 2/C5.2. 2. THE PAINTED CENTERLINE AND PARKING WILL BE RESTRIPED, AS REQUIRED, PRIOR TO PROJECT COMPLETION. 3. REPLACE ANY STRIPING AFFECTED BY TRENCHING AND/OR OVERLAY. 4. THIS PLAN IS CONCEPTUAL W/ REGARD TO DRY UTILITIES. UTILITY PROVIDER TO PROVIDE CONSTRUCTION DRAWING. 5. EXISTING CURB SHALL BE MAINTAINED AS LONG AS POSSIBLE DURING THE COURSE OF CONSTRUCTION. 6. CITY PARKS DEPARTMENT SHALL INSPECT ROOT BALL OF TREE PRIOR TO TREE PLANTING - 425.771.0230. 7. REMOVE EXISTING PARKING STRIPING AS APPLICABLE. 2 I' TRAFFIC CONTROL PLAN NOTES: 10 1. REFERENCE DETAIL 1/C5.3 FOR TYPICAL TRAFFIC CONTROL SYMBOLS, SIGN SPACING, ETC. 2. WORK EXPECTED TO OCCUR DURING STANDARD WORK HOURS, OR AS OTHERWISE DIRECTED BY THE CITY OF EDMONDS. 3. WORK ZONES: WORK ZONE 1: LANE CLOSURE SOUTHBOUND FOR UTILITY WORK PER DETAIL 3/C5.3. WORK ZONE 2: LANE CLOSURE NORTHBOUND FOR UTILITY WORK PER DETAIL 3/C5.3. WORK ZONE 3: SHOULDER AND SIDEWALK CLOSURE PER DETAIL 2/C5.3 AND DETAIL 4/C5.3. 0 5 10 SD G* ss W* SD G* ASPHALT ss ss RIM=1 1.51 611 PVC SW IE=9.3 12"CONIC NNE IE=(, 12"CONIC SW IE=8. ss ss ENTIRE APPROACH TO BE REPLACED PER / CITY STANDARDS - W* TYPE I DRIVEWAY 5A APPROACH 65S) ---------- - - - - - - - - - - - - - - - - - - - - - - - - - P D ° EXISTING GUTTER TO REM RE'L RAND GUTTER T NT WEST OF EXIS G CURB R EX6T41 RAMP TO EIVIA+N. 0 a 00 00 00 00 �O 60 000 OO �O OO ooO OO III 11 111 I I1 11=1 1I I II I-1 111 111 111 111 I I- I El 111 111 111 I 11=1 11 1 11=1 11=1 11=1 11=1 4" MIN CONCRETE (BROOM FINISH) CRUSHED SURFACING TOP COURSE SUITABLE NATIVE MATERIAL FILL; TOP 12" COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION USING AASHTO T-180 (ASTM D1557). UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED TYPIC���ONCRETE SECTIONE: 1" = ASPHALT CONCRETE WEARING COURSE HMA CLASS 1/2" PG 64-22 DO o�O 000 DO Oco DO O00 OD o° O OD o° O OD O° O 00 0°0 o o°o D po 00 fib° °0 00 °0 00069 Q:'° 00 -III-III-III-III-I I 1=1 I III -III -III -III -III -I � � IIIIIIIIIIII1 11 11 (WSDOT STD SPEC 5-04.1) CRUSHED SURFACING BASE COURSE (WSDOT STD SPEC 9-03.9(3)) SUITABLE NATIVE MATERIAL FILL; TOP 12" COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION USING AASHTO T-180 (ASTM D1557). UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED TYPICAL PAVEMENT SECTION w z cc w Z w u O 30.00' 12.50' 6.00' 8.00' TRAVEL LANES TRAVEL LANES SIDEWALK 0.5' CURB 1' GUTTER 2.0%_ T SAWCUT - T EXIST 8" CI WATER MAIN ;1 RIGHT-OF-WAY SECTION SCALE: 1" = 5' BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 6/16/2023 BY: CITY ENGINEERING DIVISION JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM GUI i A SW, U 0 z O N UjQo� wo p arn Lu �JQ L o< O 0 0� U) Q-0 � zo0 � wQ2 Jcyo U c� w U) 0 z CD O W CN w O 00 Q w�o J� LL < < 0 �- v 0 z �QO 0 on �Qw.I- w U U U U U z z z z z 0 0 0 0 0 z Q 0 m » » > 0 z W W W W W m J D D O z z z z z >> w w LL 0 0 0 0 0 w W U U U U U o > '2LL LU wU-) H U) H U) H U) H U) cn � IZ a. z z z z z O O O O O U U U U U U m O m a n z w N N N N N N N N N N I- o L0 o rn co Q (\ O N O O O N 0 CO O 't' N m't Ln O 0 0 0 0 0 0 0 C�mmhl ENC,INEERIM 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 CG#: 21160.20 PROJECT NO.: 21160 PROJECT MGR.: JPU DRAWN BY: ATD CHECKED BY: GAG SITE AND STREET IMPROVEMENT AND TRAFFIC CONTROL PLAN C501 JACKSON I MAIN ARCHITECTURE P.S. © 2021 2009 Edition Pa«e 633 2009 Edition Page 639 Figure 61-1-10. Lane Closure on a Two -Lane Road Using Flaggers (TA-10) Table 61-1-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board � Shadow vehicle O O O Arrow board support or trailer (shown facing down) IN Sign (shown facing left) Changeable message sign or support trailer ® Surveyor Channelizing device Temporary barrier ® Crash cushion ® Temporary barrier with warning light Direction of temporary traffic detour Traffic or pedestrian signal � Direction of traffic ® Truck mounted attenuator r� Flagger 0 Type 3 barricade High-level warning device (Flay tree) Warning light ® Longitudinal channelizing device Work space Luminaire Pavement markings that should be Work vehicle removed for along -term project Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Distance Between Signs" A B C Urban pow speed)- 100 feet 100 feet 100 feet Urban (high speed)- 350 feet 350 feet 350 feet Rural 500 feet 500 feet 500 feet Expressway ; Freeway 1,000 feet 1.500 feet 2,640 feet Speed category to be determined by highway agency " The column headings A. B. and C are the dimensions shown in Figures 6H-1 through 6H-46- The A dimension is the distance from the transition or point of restriction to the first sign The B dimension is the distance between the first and second signs- The C dimension is the distance between the second and third signs (The "first sign" is the sign in a three -sign series that is closest to the TTC zone The 'third sign" is the sign that is furthest upstream from the TTC zone,) Table 61-1-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) in feet Ws 40 mph or less L = 60 45 mph or more L = WS Where: L = taper length in feet W = width of offset in feet S = posted speed limit. or off-peak 85th-percentile speed prior to work starting, or the anbdpated operating speed in mph December 2009 sect. 611.01 MUTCD STANDARD DETAIL SCALE: NTS 2009 Edition Figure 61-1-28. Sidewalk Detour or Diversion (TA-28) 36 inches MIN. ROAD .L ROAD WORK WORK AHEAD AHEAD t l t SIDEWALK DETOUR SIDEWALK DIVERSION Typical Application 28 Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. December 2009 MUTCD STANDARD DETAIL SCALE: NTS o"', -ecL 611.01 Figure 61-1-3. Work on the Shoulders (TA-3) S31IN X 1X3N �1 AHOM OVOa 1 T NNOIA a30lnOHS i a3ainon v3 L 7 % Shoulder taper (see Note 7) I Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. T December 2009 l t ROAD WORK Shoulder taper / (see Note 7) 1 '3 L 1 SHOULDER WORK � W 0 3 J tN Shoulder taper (see Note 7) ■ 1 /3 L A ti SHOULDER L t � WORK E jt ROAD WORK y NEXT XX MILES ypical Application 3 MUTCD STANDARD DETAIL SCALE: NTS O CONCRETE CURB AND GUTTER OR 16" DRIVEWAY VERTICAL CURB (TO MATCH EXISTING WIDTH VARIES CURBING) SHALL EXTEND TO END OF w RADIUS. ON —SITE CURB SHALL START AT END OF RADIUS PER DESIGN. RADIUS VARIES c� TRANSITION zo r REFER TO COE STD PANEL 3 DTL TR-540 FOR O I o� APPLICABLE RAMP F a J ar`—' U)3~0L A3> 03> 2' MIN SAWCUT H MA I 1 1 A -h DRIVEWAY APPROACH CONCRETE CURB AND GUTTER PLACE FULL DEPTH EXPANSION JOINT BETWEEN CURB/GUTTER AND HIGH TRAFFIC LOAD GUTTER, IF WING AND CURB/GUTTER ARE NOT POURED AS ONE UNIT NO. 5 REBAR ® 36" O.C. 4 Q 00 12" 2" _ 2" J 2" I 4" CSTC" 24" N0. 5 REBAR SECTION A —A 0 12" O.C. SECTION A —A REBAR DETAIL NOTES: O CURB/GUTTER AND WING FOR HIGH TRAFFIC LOAD GUTTER MAY BE POURED AS ONE UNIT. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. O CONCRETE SHALL BE CLASS 3000. O FINISH SHALL BE LIGHT BROOM. O CITY ENGINEER SHALL DETERMINE APPLICABLE COMMERCIAL TYPE ENTRANCE BASED ON LOCATION AND OTHER SITE CONDITIONS. O DRIVEWAY WIDTHS TO BE CONSISTENT WITH CITY STD DETAIL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE RADIUS. O FULL DEPTH EXPANSION JOINTS SHALL BE PLACED IF WIDTH OF OPENING EXCEEDS 15'. O INSTALL MINIMUM 5—FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. O REINFORCING STEEL SHALL BE GRADE 60. ` s `. layv GUNUmt 1 4 1 REVISION DATE CITY OF EDMONDSLPA RIVEWAY APPROACH JANUARY 2018 TYPE IV PUBLIC WORKS STANDARD DEPARTMENT DETAIL PROVED BY: R. ENGLISH TR-544 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and'or letter codes used In this figure. 'A ode �0 C �f roptional) 09 50 to 100 ft NHOM OVON T ON3 51- I1 •c 100 Fi i ♦1 i 1 i FEET a ON[ IANE ROAD 6 FT C AD WM Typical Application 10 MUTCD STANDARD DETAIL SCALE: NTS 2' 2-7_W 2-7/B--] y 4- 2- �' d D R� 4A d 24. ONLY ROLLED CURB/GUTTER (SEE NOTE 10) TO SGI 2' SEE NOTE 12 4 p'• D< .A CONCRETE VERTICAL CURB (SEE NOTE 11l (NOT TO SCA14 1. CITY INSPEC710N REQUIRED ON FORM WORK PRIOR TO POUR. 20 FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKEDo 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUC LURE. 4% EXPANSION JOINTS SHALL BE EVERY 10 FEET 5o EXPANSION JOINTS SHALL HAVE 1/2- TO 5/8- WIDE PRE MOLDED JOINT FIL LIR 8e CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. 8o CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 90 REMOVAL,/REPLACE MENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIREC71m BY CITY ENGINEER. 10. FOR CUL—DE—SAIL AREAS AND M REPAIR LICE CURBING ONLY, AND/OR AS APPROVED BY CITY ENGINEER• 11. FOR REPLACEMENT OF OWING VERTKIAL CURBING ONLY MID/OR AS APPROVED BY aft ENGINEER. 12. A 2 FOOT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 13. ALL VERTICAL EDGES SHALL BE TACKED. 14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95X OF MAX DENSITY 18y" LROLLED AND VERTICAL REVoc1t151oe� 2018 CITY OF EDMONDS CURBS PUBLIC WORKS STANDARD DEPARTMENT DETAIL ROVED BY: Re ENGLISH TR-521 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 7,"6/16/2023 BY: CITY ENGINEERING DIVISION JACKSON MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM 7 �, GUIs A S,j v 0 Z O C) p warn UJ J Q LL pQ� O U) Q 0 � zo0 � wco Q2 J(y)o U co w U) n Z 0 O Z (n wQ00 C] Q J � Q UJ C) LL O m < < Z — U z �QO O Q 0— 1" - 0 w 2 U U U U U Z Z Z Z Z a— O O O O 0 J E75 E75 E75 E75 (� Z Q O m » » > 0 Z W W W W J p m m L L L L12� 11 m J O Z Z Z Z Z >> w w LL 0 0 0 0 0 U U m W� 0����: -- w w U U U U U o > 0 M LL U—) W W H U) H U) H U) H U) U) j a- a. Z Z Z Z Z U)00000 U U U U U U) 0 Z UJ N N N N N N N N N N � o 4 am :4 :4 w Qo (\ O N O !: O O N !: CO O t t N M t Ln IL 11111411111 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT NO.: 21160 PROJECT MGR.: JPU DRAWN BY: ATD CHECKED BY: GAG TRAFFIC CONTROL DETAILS C503 JACKSON I MAIN ARCHITECTURE P.S. © 2021 NOTES: 1. TREE GRATE SHALL BE URBAN ACCESSORIES MODEL KIVA 3'x3' OR EQUIVALENT. TREE GRATE FRAME SHALL BE URBAN ACCESSORIES MODEL TYPE "S" OR EQUIVALENT. 2. SLOTS IN GRATE SHALL BE NO GREATER THAN 1/2" IN ONE DIRECTION. 3. HOLES (SQUARE OR ROUND), SHALL BE NO GREATER THAN 1/2"IN DIAMETER. 4. WITH ELONGATED OPENINGS, LONG DIMENSIONS SHOULD BE PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 5. ROOT BARRIER SHALL BE 24" DEEP AND SHALL BE MADE OF BIO—BARRIER TRIFLURALIN, AS ROOT CONTROL CHEMICAL OR APPROVED EQUAL. 6. BACKFILL SOIL FINAL GRADE SHALL NOT BE HIGHER THAN THE TREE ROOT FLARE. ROOT FLARE SHALL BE SET 3" BELOW THE TOP OF GRATE. DECIDUOUS TREE PLANTING TREE GUARD (OPTIONAL) FINISH GE CONCRETE PAVEMENT t3'-1 /8" OD 'co U DOoDoo ii +I d4a��p�o�000 YD�00�0 ADA STANDARD TREE GRATE (SEE NOTES 1-4) FINISH GRADE CONCRETE PAVEMENT 24" DEPTH APPROVED ROOT BARRIER MATERIAL WRAPPED ENTIRELY AROUND SIDES OF PLANT PIT. SEE NOTE 5. Iii SEE NOTE 6 COMPACT SUBGRADE TO 95% (TYP) \ BACKFILL SOIL IF HARDPAN, NATIVE SOIL 12" DEPTH LIGHTLY COMPACTED MUST BE SCARIFIED 3-WAY PLANTING SOIL REMOVE ROOT BALL WRAP OR WIRE BASKET REVISION DATE CITY OF EDMONDS APRIL 2019 TREE GRATE 0100 •i PUBLIC WORKS STANDARD DEPARTMENT DETAIL est. 189APPROVED BY: R. ENGLISH TR-551 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 12" THERMOPLASTIC STOP BAR (TYPICAL AT CONTROL INTERSECTIONS ONLY) 3 0 3 O U LJ lei U STRIPES SHALL START AND BE CENTERED ON THE ROAD CENTERLINE STRIPES SHALL ALSO 4' (TYP) I f� (SEE NOTE 1) 1' CLEAR SPACE BETWEEN STRIPE AND CURB (TYP) BE CENTERED ON LANE DELINEATORS OF MULTILANE ROADS 1' x 8' THERMOPLASTIC STRIPES (TYP) 1' CLEAR SPACE BETWEEN STRIPES (TYP) NOTES: 1. DIMENSION MAY VARY DEPENDING ON ROAD WIDTH (COORDINATE ACTUAL SPACING WITH ENGINEER) 2. MATERIAL SHALL BE HEAT FUSED LOW PROFILE PREFORM THERMOPLASTIC (90 MILS). CITY OF EDMONDS onor— --wall PUBLIC WORKS DEPARTMENT Fst ,I�g� CROSSWALK DETAIL APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE JUNE 2019 STANDARD D ETAI L TR-562 0 SEE NOTE 4 NOTES: 1. ALL ROOT PRUNING SHALL BE PERFORMED PER THE STANDARDS OF ANSI A300. 2. ALL ROOTS OVER 1" IN DIAMETER THAT HAVE BEEN EXPOSED AND DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE REMOVED. MAKE A CLEAN, STRAIGHT CUT TO REMOVE ENTIRE DAMAGED PORTION OF ROOT. 3. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING AND DAMAGE. 4. ROOT BARRIER SHALL BE A MINIMUM OF 18' DEEP AND SHALL BE MADE OF 810-BARRIER TRIFLURALIN, AS ROOT CONTROL CHEMICAL OR APPROVED EQUAL SET 1/2" BELOW FINISHED GRADE. CENTER ROOT BARRIER ON TRUNK OF TREE. 5. DISTANCE BETWEEN TREE AND ROOT BARRIER TO BE DETERMINED BY ARBORIST. MINIMUM DISTANCE IS 3 TIMES THE TRUNK CALIPER. GAP BETWEEN ROOTS AND ROOT BARRIER ALSO TO BE DETERMINED BY ARBORIST. - CITY OF EDMONDS PUBLIC WORKS DEPARTMENT tst. 18 REVISION DATE ROOT BARRIER FOR JANUARY 2018 CONCRETE/PAVED WALKWAY STANDARD DETAIL APPROVED BY: R. ENGLISH TR-550 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS R920-E Solar -Powered Rectangular Rapid Flashing Beacon Data Sheet Rectangular rapid flashing beacons (RRFBs) improve pedestrian safety by increasing yield rates to 72-96% at crosswalks*: d The benchmark for RRFBs, the R920-E meets MUTCD requirements, including IA-21, and is Buy America compliant Compact and lightweight solar engine Audible pushbutton activation with all ADA compliance features Solar Power Reports"' (SPR) prepared for every location to ensure battery longevity Superior Design and Technology The R920-E utilizes a self-contained solar engine integrating the Energy Management System (EMS) with an on -board user interface, housed in a compact enclosure together with the batteries and solar panel. MUTCD interim approval IA-21 flash pattern and multiple configurations enable the R920-E to handle all crosswalk applications. Easy Installation With its highly efficient and compact design, installation is quick and uncomplicated, dramatically reducing installation costs. Retrofitting can be done where existing sign bases are used to enhance existing marked crosswalks in minutes, and new Installations can be completed without the cost of larger poles, new bases, and trenching. Advanced User Interface The R920-E comes with an on -board user interface for quick configuration and status monitoring. It allows for simple in -the -field adjustment of flash pattern, duration, intensity, ambient auto adjust, night dimming, and many more. Settings are automatically sent wirelessly to all units in the system Reliable Every solar -powered model is solar -sized by location to ensure year -after -year operation. Carmanah includes a Solar Power Report to prove sustainability over a 12-month period. ' U S Dewment of Tra worution led" Pfigw>!y$ A&nwv5w~. Pubiice-Orn No FHWA-f-RT 1OW 'Eflectsdyloli Roe"* litapolf6t i g Beecom onYwaling of li4rii Unoontro d Gossvw"' 0 carmanah —Al" n Nit 1( 1) MUTCD compliant S M 5-year limited warranty jBd y y y y y y rectional guration ofage and light barired (typ). aa� Buy America compliant s12, Solar -sized for every location NOTES: SIGN POST: O SIGN POST SHALL BE 2'x2" SQUARE STEEL POSTS, MINIMUM 14 GAUGE, WITH 7/16" DIE -PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH FOUR SIDES COMPLYING W/ ASTM SPEC A653 AND BE HOT DIPPED GALVANIZED. ANCHOR SHALL BE 2.25"x2.25" OD SQUARE STEEL, MINIMUM 14 GAUGE WITH 7/16" DIE PUNCHED KNOCKOUTS ON 1" CENTER COMPLYING WITH ASTM SPEC. A653 AND BE HOT DIPPED GALVANIZED. ANCHOR SHALL HAVE MINIMUM OF 3 HOLES ABOVE GRADE. O ANCHOR SHALL HAVE TAPE INSTALLED ON BOTTOM AS WELL AS ALL SIDES TO KEEP INSIDE CLEAR OF ALL MATERIAL. O FOR IN -SIDEWALK INSTALLATIONS, CORE 4" DIA HOLE. ANCHOR LENGTH SHALL BE 12'. O INSTALL TWO DRIVE RIVETS ZUMAR INDUSTRIES ITL3806 OR EQUIVALENT O INSTALL TWO CORNER BOLTS AND NUTS ZUMAR INDUSTRIES ITLO70 OR EQUIVALENT SIGN INSTALLATION: SEE TRAFFIC STREET SIGN DETAIL TR-575 FOR GUIDANCE ON SIGN INSTALLATIONS. 2 CUBIC FT CONCRETE SQUARE METAL POST REVISION DATE CITY OF EDMONDS SIGN POST INSTALLATION FE13RUARY 2018 IN SIDEWALK AREA PUBLIC WORKS STANDARD --- - - DEPARTMENT DETAIL APPROVED BY: R. ENGLISH TR-572 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS R920-E Solar -Powered Rectangular Rapid Flashing Beacon Data Sheet 1841412 8395 1 traffic0carmanah.com I catmanah.corn Sde view 4 0• Bottom View 1 runt 13 5- 1341 an) 14 6- 1371 curl 2 0' 2 5' Pertow.ed 138' 1 BB' Datreter 3 5- 4 5- Diameter Side Pole Square Pole Mount Round Pole Mount Round Pole Mount Mount I Uni-dledhonalConhguratiar N 6 Optical Rotax the light bar towards the tricrminip vehicle lane. independent of the wire hole location 0 carmanah On Board User Inferface IOBUO Adjustable system settings with auto-sciolhng 1 ED display, on our latest CMS System test, status. and fault deleclnor battery, solar, button, beacon, radio, day/night flashpattems FIFB riii FIFBI IWW+Slegacy).RF82(WSDOT).05 sec ahernaeng IMUTCDI 0 5 sec unison (MUTCD). 0 5 sec x3 alternating 1MUTC01.0 1 sec unison- 0 25 sec unison. 01 sec x3 quick flashes unison. 01 sec x3 quick Hashes alternating, steady on Input momentary lot oushbutton aNrration, normally open switch, normally closed switch- dust-io-dawn operawn Flash duratmn 5 sec to' fir Intensity setting 20 to 1400 mA for multiple FIf#Bs, circular beacons. or LED enhaxed signs Nighttime dimming 10 to 100% of dari intensity ]unbent Aoo Adjust increases intensity during br girt daytime Automatic Light Control. reduces inters ty if the battety s extremely low Temperature correction ye low beacons Caierda internal time clock function Radio settingsenablerd,sade. selectable channel from 1 to 14 Output enabled w-en beacons flash ng daytime ane nighttime, or nighttime only Activation counts and data teionmg via OBUI or optonai USE! connection Beacon communicat on Encrypted, wireless radio with 2 4 GHz mesh technology Wee less update of settings from any iani to all syvams an the same radio channel Use, selectable multiple c ands to group di8orent beacons am ensure a robust wireless sgral Communicates with all whet Gen III radio ena.�lud systems including our R820 L, l and G catular beacons Invaat'oeous wireless act eon <150 ms Wheless range 1000 if (305 m) Integrated,vanda4resatant antenna Cnergy Collection45 '5 W high -efficiency plornvoltarc soar panel deg tilt lot optimal energy collection Maximum Power Point Tracking with Temperature Compensation (MPPTTC) battery cl'a ger lot optanal eivi collection in all solar and battery co diliors Energy Storage5atteues '2 V 14 AN battery system Replaceable, rruyclable. sealed, maintenance-hee. best -in -class AGM offer the widass temperature range andgea7 IonCfe Ban" design 'ile •5yta Tool- ass battery change with quid connect terminals and strapping for easy nvadation Soar Engine Comstuctim Weatherproof, gasketed enclosure win vents for eminent air Irani t INEMA 3111) Lockable. hinged lid for access to or -board user aitertace and batteries Corrosion -resistant alu mmum with stainless steel hardware Raw aluminum finish or yellow, black, or green powde, coated Newmed to min mice installation time Hgh efficiency optics and EMS " the most compact. lighhveignt system ' 9 lb 18-6 kg) including batteries, each ding beacons and pushbutton Environmental -35 to 1651 F 1-37 to 74" C) system operating temperature -40 to 14D' F 1.40 to 60` C) battery operating temperature 50 mph (241 kphl wind speed as par AASHTO ITS-6 Aci war on Pushbutton ADA compliant, polo drven milb v sual LED and two tone audibleconhmabon Audible pushbutton station ADA compliant. peso driven with visual tED and customizable voice message confirmation ri. v"v IirnibA rrv.arar 11— tiii ir.A e" luxi MUTCD itnenm approval IA-21 and MUTCDC compiant Purpose-built Irght bar optics = maximum effciency and no may light warraml y Exceeds SAE J595 class 1 intensity, by 2 S to 3x when used as ienormrendr:f Meets SAE J518 cnrorfaticnty 3 in 116 min) x 7 in 078 mml clear. UV -rated polycarbonate lens with yellow LEDs H ghliower LEDs .90% Iumer maintenance 1190) based on IES LM 811 Side em•tting pedestrian canhrmabon LEDs Specifications subject to local environmental conditions, and may be subject to change. IndependenC stainless steel mounting orackets make pack -to -back installation ',.I LSrrranan pral.tcts a , t3 ,, tics tr'JT We canned to ISv 4oau^; ;'a-.Jaids. simple and enable in held aiming for maxi mum eflectr:eness "n n �11' ,-1 Carmanah logo are mademarks of Carmanah Technologies Corp. Yellovv b*k, OF rtreen prrvwkrr mai hi bar covers Ki 20U, Carmanah Technologies Corp Doct r ient- CamarahDATA _R920-E_FIM SOLAR PANEL STANDARD DETAIL SCALE: NTS 0 NOTE: REFER TO DETAIL 6/C5.3 FOR ADDITIONAL INFORMATION. #4 @ 10" EA WAY CENTERED IN WALL EAST CURB SECTION SCALE: 1" = 1'-0" BLD2021-1384 6'-0" CHAINLINI< FENCE W/ PRIVACY SLATS AND BARB WIRE TOP SLEEVE FOR FENCE POSTS (2) #4 TOP (3) #4 CONT BOT APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED �i'_�,"6/16/2023 BY: CITY ENGINEERING DIVISION JACKSON I MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM Pi GUjL A SW, U) 0 Z 0 Q00 0 warn W �JQ LL C) 0 0 Q� U) 5 C) ~ z00 w< 0 J c� 0- Ucy)w U) 0 Z CD O U) w O 00 Q W � oJ� LL M W Q O Z z �QO 0 0-Qw�w 0 0,-, o U)U)U)U)rn Z Z Z Z Z O O O O O Q Z U D0 > > > > > O z W W W W W � >> m O Z Z Z Z Z >> W 0 0 0 0 0 W w W U U U U U W OL, ❑ M ❑wwU -U)U)U)U)U) H H H H I- j a- W Z Z Z Z Z O O O O O U U U U U U O N Z N N N N M M M M W N N N N N N N N N N Q c\ O N O !: O O N !: ❑ O O — � � N M � U-) o o 0 0 o 0 0 0 Q11C,1111��RIIVG 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT NO.: 21160 PROJECT MGR.: JPU DRAWN BY: ATD CHECKED BY: GAG STREET IMPROVEMENT DETAILS C504 JACKSON I MAIN ARCHITECTURE P.S. © 2021