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APPROVED PLN ENG STM RESUB2 BLD2021-1384+Civil_Plan+4.1.2022_4.13.07_PM+2777231PORT OF EDMONDS ADMIN BUILDING 471 ADMIRAL WAY EDMONDS, WA 98020 19 1 1 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. BENCHMARK 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 Approved by Fire 05/04/2022 AFM /</__F�tterer COMPLIES WITH APPLICABLE CITY STORMWATER CODE 05/05/2022 Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. ASSOCIATED PERMITS: ENG2022-0208 - ROW ENG2022-0201 - WATER (IRRIGATION) ENG2022-0202-WATER (DOMESTIC) ENG2022-0200 - SEWER BLD2021-1385 - BUILDING PERMIT 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 ♦ ` i�a� ��` ♦/ PROJECT SITE u VICINITY MAP N TS APPROVED BY PLANNING �! p May 06 2022 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 - - -ss - - -ss -0.--ss___0_ss- CONIC CONCRETE PIV POST INDICATOR VALVE MANHOLE ® ® CONST CONSTRUCTION It PROPERTY LINE STORM DRAIN MAIN - -SD- - -SD- ----->-5D�5D- CID CONCRETE PIPE CUBIC YARD DOUBLE DETECTOR CHECK VALVE ASSEMBLY DUCTILE IRON PIPE DIAMETER 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 - - - F - - - F - - - F - F F DI PVMT - - - P - - - P - - - P - _P_P DIA PVT POINT OF VERTICAL TANG. ❑ ■ DIP DUCTILE IRON PIPE 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 FIFE FIRE DEPT. CONNECTION FINISHED FLOOR ELEVATION SECT SECTION - - WA- - - WA WA -WA SDMH STORM DRAIN MANHOLE WATER METER ® FH FIRE HYDRANT SIM SIMILAR FIRE HYDRANT FL FLANGE SQ SQUARE FDC V FT FEET/FOOT GATE VALVE HIGH POINT SS SANITARY SEWER PIV O • GV SSMH SANITARY SEWER MANHOLE STATION STANDARD GATE VALVE g Z HP STA TEE IT, HT HEIGHT STD 90° BEND ID INSIDE DIAMETER STL STEEL THRUST BLOCK THRUST BLOCKING ♦ IE INVERT ELEVATION TB CAP L LENGTH/LINE TOC TOP OF CURB CONCRETE PAVEMENT ° c ° a ° LCPE LINED CORRUGATEDPOLYETHYLENE PIPE TOW TOP OF WALL ASPHALT PAVEMENT CRUSHED SURFACING LF LINEAL FOOT LOW POINT TOP TYP TOP ELEVATION TYPICAL LP ROCKERY LT LEFT MAXIMUM VC VERTICAL CURVE SPOT ELEVATION f 20.0 f 20.0 MAX W/ WITH 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 REFERENCE STORMWATER City Of Edmonds REPORT BY CG ENGINEERING DATED 4/1/2022 Building Department Work FILL GRADE ------------------------- Address -------------------------- 471 ADMIRAL WAY APPROVED I ---------------------------------------------- PLANS MUST BE Owner PORT OF EDMONDS ON JOB SITE ------------------------ Approved Date 5/05/2022 ALL WORK SUBJECT Building Official W. x OfAcux TO FIELD ---------------------------- Permit Number --------- INSPECTION FOR CODE COMPLIANCE BLD2021-1384 ----------------------------------------- BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/3/2022 BY: CITY ENGINEERING DIVISION JACKSON I MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM GU_IL BLD2021-1384 U) 0 z 0 0 Uj>6 p wcr) LU 0JQ LL 0Q� 0 0 cl� co Q - C) � zo0 � wQ2 0 J cr) 0 0- Uc�w RESUB Apr 03 2022 Q CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z CD 0 z (/) G w Q 00 Wmmw)oJ3: ILL mQ�� 0 �- v 2z C) -)QO 0 0"'r,-a 0-QCL -It w J LLJ J Q J Q zmQ(D J a- O z U) p m m wm��i) U > ri) LO wwo 0 (z)O z CO LL r,D rA 0 � LU a. LU a. LLI o W U) G z w N'N N N N N N Q co \ o (\ O o N O 0 n 0 CO 0 O = o 0 IV111= , ENC,I 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 C1 ■ JACKSON I MAIN ARCHITECTURE P.S. © 2021 SS W* 16 0 16 "� 0 / AS P HALT SS- X- vr• HIGH VISIBILITY PLASTIC x OR METAL FENCE FOR PROJECT CLEARING LIMITS/CONSTRUCTION ACTIVITY AREA PER x CODE BMP C103 20' RO c GATE SS SS SS SS S - W* �L_ W* W G* G* SS SE — SS 3 C2 2 DOWNSTREAM 500' FROM THE SITE IN THE ROW AND AS PROPOSED CB'S 25 MPH ON -SITE ARE MADE OPERABLE W* ADMIRAL WAY SS W* G* sS RIM=11.51 Q SD 6" PVC SW IE=9.31 12"CONC NNE IE=9.21 12"CONC SW IE=8.86 G* G* G* SS \ SS SS SS ---- -� 7- — W* SS EXISTING 3-HR PARKING SIGNS SHALL BE REMOVED AND REUSED ON NEW EXISTING WATER METER TO BE RELOCATED PER C4.1 SWINGING SWINGING GA POSTS PER CITY STANDARDS VI \/—\V LL X x_ x x — -� x )( X , -�C- X X x --- X ------ ---- REMOVE SIGN AND REPLACE PER C5.1 � x DARKING �* REMOVE/RELOCATE EXISTING j ------- JUNCTION BOXES & POLES ON SITE, TYP A UTILITY GRAVE�`� L_ ' TRENCH ♦ �/ REMOVE SIGN AND RELOCATE PER C5.1 x STOCKPILE LOCATION. KEEP REMOVE ALL FENCING ON -SITE COVERED PER DOE BMP C123 EXISTING LIGHT POLES TO BE REMOVED/RELOCATED BY PORT P x _ EXLST4N6-YAPD HYDRANT TO BE USED AS WATER \ * SOURCE, REMOVE DURING DRIVEWAY CONSTRUCTION AND REROUTE WATER LINE PER C4.1 PLANTER S 5' C /AIINLINKE / \ Q W/ BARBI x \N x Q � x X\ x Cn \ 24" SHED/RECYCLE AREA x TO REMAIN RECYCLE AREA y�0 INSTALL FILTER FABRIC FENCE OR STRAW WATTLES INSIDE EDGE OF SAWCUT (SEE C3.1 & C5.1) MAINTAIN UNTIL FINAL PAVING 1 4 A LT ASPHALT C2.2 C2.2 � P � REMOVE EXISTI G GRAVEL AND ASPHALT PAVEMENT ON -SITE EXISTING WATER LINE ON SITE TO BE \ RELOCATED PER C4.1 \ TREE TO BE REMOVED WALL TO BE REMOVED TEMPORARY EROSION CONTROL AND DEMO PLAN eC2.2 INSTALL STABILIZED CONSTRUCTION ENTRANCE GRAVEL REMOVE EXISTING CONTAINERS ON -SITE p ` \_6' CHAINLINK X X-- SCALE: 1" = 10' 10 0 5 10 20 ss W* - ITAINERS v I V L_ ON -SITE STAGING/JOB SHACK AREA IF NEEDED r- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- I I I I I I I I Oo� z = I I C -� -0 D -0 Frl I - X X X-----X - - - - X---- X---- X---- X-----X ---i X X 11 BLOCK WALL — ABOVE GROUND POWERLINE OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 00 00 �/ s TEMPORARY EROSION CONTROL AND DEMO PLAN NOTES: 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 DATE: 5/3/2022 CITY ENGINEERING DIVISION JACKSON MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM GUIL ®A S$1 '% ' 04/ 01 / 22 BLD2021-1384 U) Z 0 co 0 Q U) uj 0 J Q LL o Q : O 0cl� cf') � zo0 wQ2 0 JMa U (y) w RESUB Apr 03 2022 CITY OF EDMONDS Q DEVELOPMENT SERVICES DEPARTMENT Z 0 0 — W CN o C) U) C)J� w::)oJ3: LL m < < Dz��a — U z -)Q0 0 De Q cL -r w J Lij J Q J Q zm<(D J m O Z �(j) MM LU m U) i) 0 5; �i) Lo wwo o o O z 0ww .D CA D w o w Lo Z LLI — — — N N Q(.0 N C) (\ O O CV O 0 c) 0 CO C) O 0 0 ENGINEERM\ 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 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 214 GA WIRE FABRIC EQUAL 0 I N N NATIVE BACKFILL MATERIAL J I 8" FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS -\ WIRE MESH FENCE o TO SUPPORT FILTER I FABRIC i4 1 `BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN Sf, 18yv REV SION DATE CITY OF EDMONDSLA LTER FABRIC FENCE JANUARY 2018 ILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL OVED BY: R. ENGLISH E R- 9 0 0 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CONTOUR LINE (TYP) ANGLE TERMINAL END UPHILL 24" TO 48" TO PREVENT FLOW AROUND WATTLE (TYP) WATTLE TRENCH, SEE NOTE 2 --� 2"x2"x24" UN -TREATED i� WOODEN STAKE (TYP) AREA AVAILABLE FOR SPACING VARIES SEDIMENT TRAPPING SEE WATTLE SPACING (TYP) TABLE (TYP) , WATTLE (TYP) `SEE DETAIL SECTION A —A v WATTLE INSTALLATION ON SLOPES 2" MIN- 5" MAX, z 21.4 2"x2"x24" UN -TREATED WOODEN STAKE (TYP) 3" MIN 4" MAX 8" DIAMETER MIN WATTLE DETAIL 8" DIAMETER SPACING WATTLE TABLE SLOPE MAXIMUM SPACING 1 H:1 V 10'-0" 2H:1V 20'-0" 3H:1V 30'-0" 4H:1V 40'-0" >4H:1V ONE RUN ONLY NOTES: 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION. 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10). 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT UNDERCUTTING. 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. tER DATE CITY OF EDMONDS 2018 WATTLE INSTALLATION PUBLIC WORKS RD DEPARTMENT L APPROVED BY: R. ENGLISH 03 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS _Ls A TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS" < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN CITY OF EDMONDS STABILIZED CONSTRUCTION ENTRANCE PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REV SION DATE JANUARY 2018 STANDARD D ETAI L ER-901 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED PY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-902 BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/3/2022 BY: CITY ENGINEERING DIVISION JACKSON I MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM GU_IL A S$% BLD2021-1384 U) n z O Q00 0 W 0') w �JQ LL C) < O 0 Q uc^n,1 I__I ~ z C) ui O -ico U cy W RESUB Apr 03 2022 Q CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z CD O z u, C)wQ00 CD2i w C)J� LL co Q Q O z � G ^1 LZ — �Q O O 0 I__I �QCL —'rw < 2 0� Lij J Q J < z m J < m (7 O D z Cn p m m wm U) i) U > rj) m L U 0 CD z co LL (D %n 0 w 0- w a. LLI 0 U) U) G z w N N N N N N N 1­- < co N o (\ U-) O o N O C) () 0 O C) O 0 0 IV=RMIIC, ENC,I 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 DETAILS C202 JACKSON I MAIN ARCHITECTURE P.S. © 2021 I I I� I I ASPHALT I SS SS SS SS SS I I ANTHONY GUEST PARKING SIGN LO / n W* I / W* W* W* I I I I 12.42 TOC: 12.92 /0 ROOF AND FOOTING DRAIN 13.54 - TOC: 12.90 - 12.40 - \ W / / / / / / I / / n / MAINTAIN EXISTING FLOW CHANNEL -�- wA v� 4.0% I I I s I � y�o GRADING AND DRAINAGE PLAN I Utility patches shall be combined and full width or half I r width overlay will be required depending on the extent I I of disturbance. Where utility patches fall entirely within I I I I � one travel lane, the overlay shall extend to the I I �-2 centerline of roadway. Where utility patches extend into both travel lanes then a full width overlay is required. *LI G* G* G G POTHOLE AND VERIFY ALL I \ 3 CROSSING UTILITIES ON STORM I O I I OUTLET FROM SITE PRIOR TO I SS I I I SS SS SS \ SC �s UTILITY CONSTRUCTION I I I I I F-A I I I I I ADMIRAL WAY _ I I �I I I I I -W* -W* -IW* TYPE I CB I I I BACKWATER VLVE 2 RISERS W/ 7" RISE, 11" TREAD ON NIW NSTALL IE DOWNSTREAM OFCB) I I a 1 I I I RIM: 11.44 GRADING AND DRAINAGE PLAN NOTES: SD 1. SOILS REPORT I I REPORT NUMBER: 0173039.010.011 I I PREPARED BY: LANDAU ASSOCIATES DATED:10/04/2021 G* G* If there is a minimum of 2' of cover 2. A MINIMUM OF T HORIZONTAL SEPARATION AND I'VERTICAL SEPARATION IS REQUIRED BETWEEN DRY over the storm main, City will allow UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER AND STORM, AND A MINIMUM OF 5' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION FROM ANY CITY OWNED LINES. PVC to be used. -SS SS c 3. NEW/REPLACED IMPERVIOUS SURFACE (INCLUDING ROW): 23,598 SF - NEW BUILDING: 7,294 SF ROOF AREA. RUNOFF ROUTED TO PUBLIC STORM MAIN THROUGH ROOF DRAINS. _----- NEW SIDEWALK: 1,221 SF. RUNOFF COLLECTED BY CATCH BASINS. i I - MAINTAIN EXISTING - NEW DRIVEWAY: 12,251 SF. RUNOFF COLLECTED BY CATCH BASINS. ' I I FRONTAGE SLOPE - LANDSCAPING: 1,820 SF. RUNOFF COLLECTED BY CATCH BASINS. ' �I (TOWARDS EXISTING CB - ROW SIDEWALK: 1,934 SF. RUNOFF COLLECTED BY ROW CATCH BASIN. - ROW DRIVEWAY: 898 SF. RUNOFF COLLECTED BY ROW CATCH BASIN. I 4. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T5.13. - TYPE II CB W/ SOLID LID RIM: 11.57 IE (6" PVC SW): 9.14 IE (6" PVC S): 9.14 IE (6" DIP W): 9.14 1 3 IE (8" PVC SE): 9.14 C3.2 C3.,, IE (12" PVC NW): 9.14 \6 /" !/ - 12.31 - MODULAR WETLAND SYSTEM (MWS) W/ CURB INLET G RIM: 12.05± IE IN (8" PVC SE): 9.45 IE OUT (8" PVC NW): 9.19 TYPE I CB RIM: 12.45 IE (8" DIP SW): 9.92 IE (8" PVC NW): 9.92 _`6' C HAI f 10 0 5 10 20 Pothole for gas prior to installation of storm main to verify that there are no conflicts with the proposed storm main installation. Contact Engineer of record UTILITY CROSSING w and City if conflicts exist. 15 IE (GAS LINE): UNKNOWN, FINISHED z 15 FIELD VERIFY GRADE IE (12" DIP STORM): 8.88 0 TYPE I CB (INSTALL BACKWATER VALVE ON ACCEPTABLE TIGHTLINE NW IE DOWNSTREAM OF CB) I RIM:11.44 MATERIAL: 10 38LF - 12" DIP @ 0.5% 10 IE (12" PVC SE): 9.08 EXIST CB #1544 IE (12" DIP NW): 9.08 SDR 35 SCH 40 RIM: 11.51 IE (12" CONC NNE): 9.21 � 2 3 C3.2 C3.2 C3.2 N-12 IE (12" CONC SW): 8.86 UTILITY CROSSING F810 HANCOR UTILITY CROSSING IE (8" CL WATER): 7.50 5 IE -(8" CONC SEWER): 7.74 . . (FIELD VERIFY) 5 IE (12" DIP STORM): 8.95 J IE (12" DIP STORM): 9.01 ADMIRAL WAY STORM PROFILE SCALE: HORIZ: 1" = 10', VERT: 1"= 5' 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 & Ama DRAINAGE PLAN (CONTRACTOR MAY LOCATE O o ON EITHER SIDE OF 00 o0� 0 FOOTING DRAIN) �� o 00 00 Oro �0 00°Ooo LINE OF MAX EXCAVATION. OO O ° 0 �� IF SOIL IS OVEREXCAVATED, o REPLACE WITH LEAN MIX 00000000 CONCRETE �1 1 FOOTING AND ROOF DRAIN SECTION SCALE: NTS BLD2021-1384 FOOTING APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/3/2022 BY: CITY ENGINEERING DIVISION JACKSON I MAIN A R C H I T E C T U R E 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM GUIL -o AS$% �1' 04/ 01 / 22 BLD2021-1384 U) 0 z 0 0 Uj>6 Q p warn LU J Q LL pQ3: 0 Cr') Q � zo0 LLI 0 _j U Cy.) LLI RESUB Apr 03 2022 Q CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z CD O z W CN LLUQ� C)G C) J �� W C)J� LL m < < 0 �- z ~ vLLJ � CI z -)QO on 0 J Q J Q zDoQ(D J a- 0 D z F U) E5 m m w LU U U) COLU LU wwo 0 CO O z CO LL r,D CA c) D a. a. LLI o W U) G z LU N N N N N N N Qco N o (\ U) O o N O 0 M CO 0 C:)0 = 0 0 c I1111M ENGINEERING 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 8" MIN- 18" MAX TOP SLAB a ` 20"x24" OR ° 24" DIA r 12"TYP) 48, 54", 60", 72" OR 96" N a II POLYPROPYLENE _ .°. SAFETY STEP 12" O.C. (TYP) w (SEE NOTE 6) I I x - - -- 2'-0" MIN b 1 "-4 " MAX RING AND COVER PER COE STD DTL GU-420 FOR CURB AND SPLASH LINE ONLY: FRAME AND GRATE PER COE STD DTL SD-320 SERIES HANDHOLDS (2) SEE COE STD DTL GU-423 6" MAX STEPS OR LADDER ORIENT SO THAT THEY ARE NOT ABOVE PIPE - SAND COLLAR OR KOR-N-SEAL AROUND PIPE PRECAST BASE AND INTEGRAL RISER NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL PRECAST CONCRETE SHALL BE CLASS 4000. 4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 84" FOR 96" CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB. 5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD SPECIFICATIONS. 6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423. REVISION DATE CATCH BASIN, TYPE II OCTOBER 2018 CITY OF EDMONDS 48", 54", 60", PUBLIC WORKS 72", & 96" STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D- 3 O 0 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS FOUNDARY NAME 1/2" LETTERS RECESSED TO BE FLUSH THIS SIDE TO CURB O O 1-1/8" ` BAR (TYP) i PI) 7/8" SLOT (TYP) Vao S1NY111 ON d'Yl0 VIV3815 Ol 1w. _ N 7-1/4" FOR 11" MACHINING CLEARANCE `THIS BAR 1" THICK (TYP, 4 PLACES) BARS 1-5/8' THICK THIS AREA BARS 1-3/8' -THICK THIS AREA 1--1-1/4LEVELING PADS 1-7/8"" �I I SEE 8-3/4" x 3/4" x 1/8" D ETAI L TOP VIEW BELOW BOTTOM VIEW r 23-3/4" 1 -3/8" 17-3/4" r1 -7/16" I I r2-1 i 2" + it 21» 1/16"1 II -3/ f i R=7-1 /4" i 1-3/4" 3/4"J -1-3/4" -fl- - 23-1 /2" �1 -1/4' 17-1/2" SIDE VIEW END VIEW r3/4" f NI ROUND 1 / _- -1 /2" _1 5/8" ELLIPTICAL -,/ TANGENT BETWEEN TWO RADII SLOT DETAIL OPTIONAL DESIGN FOR SEE NOTE 1 GRATE OPENINGS ENDS NOTES: 1. SLOT FORMED AND RECESSED FOR 5/8'-11 NC X 2 SOCKET HEAD (ALLEN HEAD) BOLT. 2. GRATE SHALL BE DUCTILE IRON. 3. SHALL CONFORM TO SEC. 9-05.15 OF THE WSDOT STANDARD SPECIFICATIONS. 4. USE HERRINGBONE GRATE IN CURB LINE OF SAGS AND SUMPS. 5. USE FRAME SHOWN IN STANDARD DETAIL. tANAR ATE CITY OF EDMONDS PARKING LOT/ 018 AREA GRATE PUBLIC WORKS (HERRINGBONE) RD DEPARTMENT APPROVED BY: R. ENGLISH 4 CITY OF EDMONDS STANDARD DETAIL SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE 5 S• 3�, 20a �Z� * CORRUGATED POLYETHYLENE S• STORM SEWER PIPE 5 � 4", 6", OR 12 PROFILE WALL PVC NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. A* > Mi,�, 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS AND FRAMES. 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 7.CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) 8.VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE I APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE JANUARY 2018 STANDARD D ETAI L SD-303 18'x24" (+1/32", -0" TYP 9/16' I~ r1-1/2" a0 + + - F 4" I j 16'x22" I L OPENING 3/4" 17-3/4'x23-3/4" +1 32 -0 TYP 25" SECTION A -A co I 0 25" 7-7/8" 2-1/2- 1 /2" A T M 3/4" _ ..._ 16 3/4" x 2-1/4" x 1 /8" PLAN CEMENT CONCRETE CURB PAVEMENT, DEPTH VARIES GUTTER ----- -- --- PRECAST CONCRETE -------------- " RISERS CATCH BASIN WALL SECTION B-B VERTICAL CURB OR CURB AND GUTTER B (� �w w ,�uwz s"5 Z j0OLi W �mU?U m U B <-j PLAN NOTES: 1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 INC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. 3. SET FRAME TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. 4. MATCH CENTERLINE OF CATCH BASIN TO CURB LINE FOR TYPE 1 AND 1-L. 5. VANED GRATE SHALL BE INSTALLED ON CONTINUOUS ROAD SLOPES. HERRINGBONE GRATES SHALL BE INSTALLED IN ALL SAGS AND SUMPS. 6. CURB/CURB AND GUTTER AS REQUIRED BY THE CITY ENGINEER. REVISION DATE CITY OF EDMONDS STANDARD JANUARY 2018 FRAME INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED FY: R. ENGLISH S D- 3 2 0 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/3/2022 JACKSON MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM GU_IL A S$% 04/ 01 / 22 BLD2021-1384 U) 0 Z O 2i U)>-c) Qco � W � � W �JQ LL C) < 0 IoQ�u, Q ~ Z C) G W_ Q J cr 0- U co W RESUB Apr 03 2022 Q CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z CD O u) - C:)w co w�MoJ� L W Q Q O z � U LLJ G C) ^1 LZ - Q O O ° ; cl 0- Q CL -'r W J LU Q Q z m J Q a- (D H H O z � U) p m m Wm U) i) U) rj) m 0 CD z CO LL (D GO �LUw Ui 0 0 z LLI N N Q N (\ O CV O 0 () 0 O C) O 0 0 ENC,IIV=RMIIC, 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 GRADING AND DRAINAGE DETAILS SCALE: NTS CITY ENGINEERING DIVISION C302 JACKSON I MAIN ARCHITECTURE P.S. © 2021 SITE SPECIFIC DATA PROJECT NUMBER 15037 PROJECT NAME PORT OF EDMONDS ADMINISTRATIVE BUILDING PROJECT LOCATION EDMONDS, WA STRUCTURE ID MWS 11 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.0278 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.2J J9 PIPE DATA LE. MATERIAL DIAMETER INLET PIPE 1 9.45 PVC 8' OUTLET PIPE 9.19 PVC 8' PRETREATMENT BIOFILIRA TION DISCHARGE RIM ELEVATION 12.05 12.05 12.05 SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN FRAME & COVER 24' X 42" OPEN PLANTER N/A WETLANDMEDIA VOLUME (CY) 1.01 ORIFICE SIZE (DIA. INCHES) 00.96" NOTES: PRELIMINARY NOT FOR CONSTRUCTION. INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURER'S STANDARD CONNECTION DETAIL. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO USE GROUT AND/OR BRICKS TO MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND INSTALLED BY OTHERS. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR ACTIVATION OF UNIT. MANUFACTURERS WARRANTY IS VOID WITHOUT PROPER ACTIVATION BY A Bl0 CLEAN REPRESENTATIVE. GENERAL NOTES BED PER/METER VOID AREA VEGETAToN DRAIN DOWN LINE ` 'V - - '� "-::' PLANT ESTABUSHMENT MEDIA PRE-FlLTER CARTRIDGE o z INLET PIPE I LOUTLET PIPE 6'� S17F CURBING SEE NOTES SEE NOTES BY OTHERS PLAN VIEW CURB LEFT END VIEW C/L 1205 RIMIFG -_ FLOW CONTROL -FT 10, 69_ RISER PEAK HGL IE IN ---------- 6 MIN. MSE 5'-0RIGHT END VIEW ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT B10 CLEAN. BIOCLEAN STANDARD DETAIL SCALE: NTS BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/3/2022 BY: CITY ENGINEERING DIVISION 5 JACKSON MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM GU_IL 0 "19 A all 04/ 01 / 22 BLD2021-1384 U) 0 z O o CN � Q warn Lu JQ LL pQ3: 0 � v,) Q z p G � wQ� J cy) U c� w RESUB Apr 03 2022 Q CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z CD O z u, CN ��wQ� o Q J < w LL m < < 0zc)�a LLJ— U Z --.)QG on 0 Q Cl.�w J LU Q Q zDo J a- (D�� O D Z F- U) 0 m m WDoc/) i) (J rj) Lo LU 0 LLI o CD F- F- z co LL of (D �i) LU LU a. LU a. W 0 U) U) O Z LLI �'N CN N N N N N F- Q CO N 6) (\ - O O N O C) (—,5 0 CO C) O 0 0 ENGINEERMVG 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 GRADING AND DRAINAGE DETAILS C303 JACKSON I MAIN ARCHITECTURE P.S. © 2021 W* \ I RIM=1 1.51 6" PVC SW IE=9.31 UTILITY CROSSING �2� 12"CONC NNE IE=9.21 IF- 9.80± I 12"GONG SW IE=8.86 POTHOLE AND FIELD VERIFY G* G* G* \ G* G* G* ASPHALT WATER IE PRIOR TO UTILITY CONSTRUCTION I \ 1 r--� I I SS SS - SS — I I I ISS SS SS SS SS \ SS SS I The City Sewer main was lined. A — — I I specific Tee (LMK saddle) is required _ formpnnertien to the sewer main. — I 3.00' 6 8" x 4" TEE (ALL FL) j MIN I z I I J C4.2 (1) 4" GV (FLxMJ) I I o I , ADMIRAL WAY N /� --� I O I V) '/ 0 _ I N 1 I W* W* 1 2" WATER METER I I Z� I I I 1 — W G W W -� RELOCATED WATER METER I 1 C4. W/ 2.5" SERVICE LINE I I I 1 a l I NEW LATERAL SEWER I I I I ! 1 I=_ 1 I I E: 8.50± 11 I 2 1 I POTHOLE AND FIELD VERIFY 1 EXISTING WATER METER I I I I I PRIOR TO UTILITY EXISTING 8" CI WATER MAIN PIV IF RE 'D - FIRE M ---%L I� I I I 1 CONSTRUCTION cn_-------------- - - - - -- �------ - - - - -J L---------------------------------------------------------------------------L-- tXI511NG FIRE HYDRANT v> __---- � ss POTHOLE AND VERIFY SEWER IR PRIOR TO CONSTRUCTION IJ P- pD D 4 P D °D D° D D° D D D°❑ D D D°D. ° Lj ° TOWINC D °' D-° i D ° � D D o D° ,,, � P ° SSCO IJ 2 IE: 9.26 MIN C4. p P D D. Uj , I ° ° ° WNAA U) \ FDC 77 Place water meter(s) 5 , D \ BACKFLOW PREVENTER p at back of curb. C4 2 UTILF) ci 3' TRFt \ 1" IRRIGATION SERVICE W/ 1" METER I °> AND BACKFLOW, CONTINUATION PER 1 \ 1 LANDSCAPE PLANS can LOWER FTG I I \ ADJACENT 4" DIP SERVICE (SIZE TO BE CONFIRMED BY o c ° TO VAULT 1 1 SPRINKLER DESIGNER IN FUTURE PHASES) DCDA VAULT 4 (5'x10'x6.5') C4.2 4" 90° BEND \ (MJ) N I P �° 4" LINE TO RISER ROOM; FINALIZE 1 1 LOCATION FOR FUTURE SUBMITTAL p \ \ 3 PROPOSED BUILDING ° FFE: 14.0 c I WA— WAS /J 1 lo— __ n I O I RECYCLE AREA o \ N — — — — — — — — — — — — — — — — — — — — — — — — D 00 3 \ — — — — — — — — — — — — — — — — — — — — — —— I I I I I � I I I RELOCATED WATER LINE TO I RECYCLE AREA I I � I I WA WA WA-- WA.— W 4�— WA-- WA WPC— Pry Wp-- WAt— WA-- WA-- WA-- WA.— W WA-- WA-- WA-- W I I I I I I °P ABOVE GROUND POWERLINE �\ WATER AND SEWER PLANS SCALE: 1" = 10' F 10 / WATER AND SEWER PLAN NOTES: SD 1. A MINIMUM OF T SEPARATION ON PRIVATE PROPERTY AND 5' SEPARATION IN THE ROW IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) AND SEWER, WATER AND STORM. 2. A MINIMUM OF 5' HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND STORM LINES. G* 3. A MINIMUM OF 10' HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND SEWER LINE. W* \"-6' CHAINLINK 0 5 10 16) 20 BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/3/2022 JACKSON I MAIN ARCH ITECTU RE 311 FIRSTAVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM 04/ 01 / 22 BLD2021-1384 O o CN 00 0 M w� W JQ LL pQ� 0 0cl�v') < - 0 z � G � wQ� J cY U c� W RESUB Apr 03 2022 Q CITY EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z CD Oz W Q o 00 C) W � � J >Q LLmQ<� ■ Z VIZ Q --.)QO D0��o Q 0-'tW J z O C)U)U) o_ �m LU > > o CO w w w p w O U- z CO U- 0 W W (9 U) W a a w o co CO 0 z w N N N NN N C\J P Q c� N o Q ir> O o N O 0 CO (D O � 'It0 0 — 0 0 AM � 6Nr21NEER11W 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 WATER AND SEWER PLAN BY: CITY ENGINEERING DIVISION C401 JACKSON I MAIN ARCHITECTURE P.S. © 2021 PROPERTY GROUND/ROADWAY/FINISH GRADE LINE O GROUND/ROADWAY DRILL HOLE FOR LOCATOR WIRE. PROVIDE 12" MIN OF WIRE IN VALVE BOX II 011 0 I II PO - II II �o o� Q 22' MAX* N A * SERVICE TAP TO MAIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES MATERIAL LIST: O 2" (IP TAP) DOUBLE STRAP SADDLE EQUAL TO O WHEN REPLACING EXISTING SERVICES: ROMAC STYLE 202'S EQUAL TO FORD VBB87-12HB-1177 O 2" BRASS IP BALL CORP WHEN PLACING NEW SERVICES (HIGH BYPASS): EQUAL TO FORD VBH87-12HB-1177 O 2 - 2" BRASS STREET ELLS FOR SWING JOINT O METER BOX ARMORCAST A600164OPCX18, WITH ARMORCAST LID A6001947TRC1-H7 OR APPROVED OD REHAU MUNICIPEX PIPE (2") WITH STAINLESS STEEL INSERT EQUAL STRAIGHT WALL POLYMER BOX (NO MOUSEHOLES) WITH 20K COVER WITH HINGED CI OE2" MIPT X CTS GRIP FITTING READER O TRACER WIRE: #12 AWG, SOLID COPPER CLAD STEEL, HDPE O 2„ BRASS PIPE (L.T.F) COATED. CONNECTION AT THE METER SETTER SHALL BE MADE WITH AN ALL STAINLESS STEEL HOSE CLAMP. O SCHEDULE 40 2" PVC CAP OR PLUG REMOVED CONNECTION AT MAIN LINE WIRE SHALL BE MADE WITH A WHEN CONNECTION MADE TO CUSTOMER SPLIT -BOLT CONNECTOR. STRIP COATING PRIOR TO CONNECTION. WRAP WIRE AROUND PIPE. ON 4"x4N8" CONCRETE BLOCK SUPPORTS OG BACK SIDE OF METER BOX SHALL BE SET AT THE OO 2" RESILIENT WEDGE GATE VALVE (FIP x FIP) WITH PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. 2" AWWA OPERATING NUT METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS LOCATION AND TRAFFIC RATED BOX IS APPROVED OP 2 PIECE VALVE BOX - TOP SECTION TO BE RICH BY CITY ENGINEER. 940 STYLE 18" WITH REGULAR BASE SECTION LENGTH TO FIT H O 2" BRASS ELL OI METER SPACER TO BE SUPPLIED AND INSTALLED BY O WATER SERVICE TO BUILDING INSTALLED AND CONNECTED AT METER SETTER BY THE CONTRACTOR. SPACER MUST HAVE A MINIMUM OF OWNER/CONTRACTOR VIA COMPRESSION FITTING 8 - 1/4" HOLES DRILLED IN SPACER BODY. NOTE: PROPERTY OWNER RESPONSIBLE FOR PURCHASING O 2" MIPT X I.P. COMPRESSION FITTING 1-1/2" OR 2" MFfER THROUGH THE CITY DEVELOPMENT SERVICES DEPARTMENT. THE CITY WILL SUPPLY METER AFTER PURCHASE FOR CONTRACTOR INSTALL. IF 1-1/2" METER IS USED CONTRACTOR WILL SUPPLY REDUCERS TO CONNECT METER. REVISION DATE CITY OF EDMONDS 2" WATER SERVICE JANUARY 2021 (FOR 1-1/2 " PUBLIC WORKS & 2" METERS) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA-1 31 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 4" HOSE CONNECTION W/ STORZ FITTING-1 (AS REVD BY FIRE DEPT) REFER TO CHART CHECK VALVE 18" MIN PIV — — — — — — — — — — — — — CONNECTION PRE -ASSEMBLED, DOH STATE AS REQUIRED APPROVED DOUBLE CHECK BY FIRE DETECTOR VALVE ASSEMBLY MARSHAL I T� T T FLxFL TEE 1-6" (TYP) 18" MAX 18" MIN I MEGA LUG MID SPAN RESTRAINT AND THRUST BLOCK AND VAULT SEAL „ I _ SEE COE STD DTL WA-111 ... 6 EXTEND ALL , Ao LADDER OUT I FLANGED PENETRATIONS I z D AS REQUIREDI COUPLING SHALL BE CORE FOR EASY ADAPTER DRILLED ' I■ ACCESS 1 , SENSUS SR2 W/TRPL REMOTE READ LANE INTERNATIONAL POLYPROPYLENE THE TRPL SHALL BE INSTALLED ON LADDER WITH PULL UP HANDRAIL. HATCH CLOSE TO HINGE CONTRACTOR TO INSTALL PER MANUFACTURER RECOMMENDATIONS AND DOUBLE LEAF LID (MODEL-L.W. COORDINATE LOCATION WITH ENGINEER. HATCH OPENING TO BE LOCATED ) WITHIN 18" OF INSIDE VAULT WALL FOR EASIER LADDER ACCESS NOTES: EXTERIOR PLAN VIEW 1. ACCESSES BY L.W. HATCH: TYPE "D" (HD-10 PEDESTRIAN LOAD: H-30 TRAFFIC LOAD) WITH SIDE OUTLET GUTTER DRAIN. 2. DCDA MUST BE TESTED BY A CERTIFIED BACKFLOW ASSEMBLY TESTER. 3. ALL TEST COCKS MUST BE PROVIDED WITH PCV PLUGS. 4. A CITY APPROVED VALVE IS REQUIRED BETWEEN THE SUPPLY MAIN AND THE VAULT. 5. SEE COE STD DTLS WA-183 AND WA-184 FOR DCDA LOCATION AND CONNECTION REQUIREMENTS. 6. ASSEMBLY MUST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER BY A WASHINGTON STATE CERTIFIED DCDA ASSEMBLY TESTER. REPORT MUST BE SENT TO THE CITY OF EDMONDS WATER DIVISION. 7. SEE COE STD DTL WA-142B FOR PROFILE VEIW. VAULT SIZES METER SIZE AND TYPE APPROXIMATE EQUIPMENT DIMENSIONS MINIMUM INSIDE VAULT DIMENSIONS (EXCLUDES SIAMESE CONNECTION) A B C D LENGTH WIDTH HEIGHT 4" x 3/4" 2'-9" 1'-1" 0'-6" 4'-3" 10'-0" 5'-0" 6'-6" 6" x 3/4" 3'-9" 1'-2" 0'-8" 5'-6" 11'-0" 6'-0' 6'-6" 8" x 3/4" 4'-5" 1'-4" 0'-9" 6'-4" 12'-0" C-0" 6'-6" 10" x 1" 6'-0" 1'-8" 0'-11' 8'-6" 14'-6" 7'-0" 6'-6- 6" MINIMUM FROM THE FLOOR A. . ; ; :• c . � a SENSUS SR2 WITH ECR/WP REMOTE READ THE ECR/WP SHALL BE INSTALLED ON AN OUTSIDE WALL FOR EASY METER READING INDOOR VERTICAL INSTALLATION REV SION DATE CITY OF EDMONDS COMMERCIAL MULTI -FAMILY APRIL 2018 DOUBLE CHECK PUBLIC WORKS DETECTOR ASSEMBLY (PLAN) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA— 1 42A CITY OF EDMONDS STANDARD DETAIL SCALE: NTS w z J Z ckf RESIDENCE a w 0 CLEANOUT a U) ----WITH WITH 45' BEND AND 12' CAP (LEANOUT (MAX) TYP NOT TO EXCEED 100' BETWEEN CLEANOUTS CEAOT E T CP L N U (WY WI H A AND CLEANOUT COVER) AND z CONCRETE LEVELING COLLAR 4J w d 0 12" LOCKING COVER X ,, SEE NOTE 3 r12"t FINISHED GRADE w 3 o END OF PIPER GRIPPER PLUG 1 (CHERNE 27061 OR APPROVED EQUAL) WATER TIGHT CAP RISER LEVELING COLLAR 45' SEE NOTE 4 /\ 45' 12" PVC SLEEVE / 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND 6" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND r 4" OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL 3z SEE NOTE 3 AT PROPERTY LINEZCITY EASEMENT � w of � LEVELING COLLAR NOTES: Z Q_ LiSEE NOTE 4 N Q_ a 5 i� ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. �11111112" f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED SLEEVE EQUAL. 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: / PLUG (CHERNE 270261 / OR APPROVED EQUAL) • IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR REVISION DATE JANUARY 2018 CITY OF EDMONDS SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD -- DEPARTMENT DETAIL APPROVED BY: R. ENGLISH SS-200 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS GRIPPER PLUG SEE COE STD DTL SS-200 COLLAR 4" ABS/PVC INSERT PIPE* FLAPPER/ASSEMBLY FLAPPER 6" ABS/PVC FEMALE ADAPTER 6" ABS/PVC RISER PIPE* VALVE BODY ---n FLOW CLEAN SEE C DTL S' 6" SIDE SEWEI •r .�iv� o�rr�n STREET —SIDE HOUSE —SIDE * BOTH RISER PIPE AND INSERT PIPE CAN BE EXTENDED —CONTACT MANUFACTURER. NOTES: 1. THREADED PLUG, FEMALE ADAPTER, INSERT PIPE, AND RISER PIPE MAY BE SUPPLIED BY OTHERS. 2. BACKFLOW PREVENTER SHALL BE LOCATED FROM HOUSE BETWEEN 2' TO 4'. 3. BACKFLOW PREVENTER VALVE SHALL BE A CLEAN CHECK, INC. MODEL #: EBV-P401 OR EQUIVALENT. SIDE SEWER CITY OF EDMONDS BACKFLOW PREVENTER PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE JANUARY 2018 STANDARD D ETAI L SS-21 1 (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4" TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT OR ABOVE FINISHED GRADE. w Z J La o LOCKING CLEANOUT COVER PER COE STD DTL SS-200 n. w ZLiw J > w z 0z a0 wa- w 0 a a 22.5' OR 45' BEND low to of < 6" TEST TEE a 0 m 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX 6" WYE/6" ROMAC SADDLE SEE NOTES 1 AND 2 ----- ____ POSSIBLE 10'-------- f SEWER MAIN LOCATION 22.5' OR 45' BEND 6" TEST TEE f 6" TEE POSSIBLE SEWER MAIN LOCATION NOTES: 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 3. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGBACK FERNCO RC SERIES OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. REVISION DATE CITY OF EDMONDS MAY 2018 NEW LATERAL SEWER PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S S— 2 0 2 z_ 0 0 w m CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CONCRETE THRUST BLOCK PER COE STD DTL WA-150 MJxMJ ADAPTER MJ GV _P IUPLING MAIN FLxMJ GV -MJxFL TEE Z 3'K 3' MIN (TYP) 2" SERVICE TAP PER COE STD DTL WA-131 4" DIP FIRE LINE MJxMJ DI LONG BODY COUPLING fhA�TERAIN 940 STYLE CAST IRON VALVE BOX AND CONC BRICK SUPPORT NUMBER OF BRICKS REQUIRED DEPENDS ON AMOUNT OF OVER EXCAVATION /Tvo\ NOTES: 1. BACKFILL SHALL BE PER COE STD DTL GU-400. 2. ALL FITTINGS AND PIPE JOINTS MUST BE MECHANICALLY RESTRAINED. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT `St. JB9� FIRE LINE AND 2" DOMESTIC SERVICE CONNECTIONS APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE JANUARY 2018 STANDARD D ETAI L WA-180 BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/3/2022 1� i4 r_J BY: JACKSON MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM GUIL A S$1 51) 04/ 01 / 22 BLD2021-1384 U) 0 Z 0 2i U)>-c) Q00 C)warn w �JQ LL o < 0 oc�v, Q ~ Z C � wQG � _J cv) a Ucow RESUB U) Apr 03 2022 Q CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z CD O (n Q CDw co Q J w�MoJ� La� W Q Q O zjjj U C) LZ — � < 0 0 0 ,. a 0-QCL-,rw J 2 0� J I- J I- z DoQ JLij H H O � z : Cn :�i 0 m m w m 5 U) i) rJ�rnm�� w 0 w o CD z co LL (D CA D ww w 0 U) U) O z w N N Q co N o (\ O o N O 0 ch 0 co 0 o - o ­t 0 ENC,1111��RM11C, 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 WATER AND SEWER DETAILS CITY ENGINEERING DIVISION C402 JACKSON I MAIN ARCHITECTURE P.S. © 2021 PROPERTY LINE O R.O.W. FINISHED GRADE = METER SUPPLIED �- �BYCITY O ,I BALL VALVE 'Z- — — — — — N B DIRECTION —� A OF FLOW —^ WATER D ` v MAIN. - MATERIAL LIST: OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING OB 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) CO DUAL PURPOSE UNION O MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1" OWHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44 WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44 OF 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S OG IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID HO FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT lO 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10-) TO BE GROUNDED AT METER AND HOUSE JO SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING (� WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) LO PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS MO BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT FSt ..1ag0 1" WATER SERVICE (FOR 3/4" & 1 " METERS) APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NITS REVISION DATE JANUARY 2021 STANDARD DETAIL WA-130 BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/3/2022 5 JACKSON I MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM GU_IL BLD2021-1384 U) z O o p U)>c) Q warn W JQ LL p < O 0 cl� co < - 0 ~ Z O W_ Q � J c� U c� W RESUB Apr 03 2022 Q CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z 0 Oz 0 CN W Q o � Q J < W C)J� LL m < < 0zc)�a LLJ— U Z --.)QO on 0 Q CL —,r W J LU Q Q zDo J a- (D�� O D Z F U) 0 m m WDoW i) (J rj) Lo L U 0 LLI o CD F F z co LL of (D �i) LU L U a. U-1 a. W 0 W U) O Z LLI �- CV N N N N N P Q CO N O 22 O O N O 0 0 — 0 0 ENGINEERMVG 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 WATER AND SEWER DETAILS BY: CITY ENGINEERING DIVISION C403 JACKSON I MAIN ARCHITECTURE P.S. © 2021 6 EXISTING CENTERLINE C5.2 PAVEMENT MARKINGS, REPLACE AS REQUIRED AS P HALT WORK ZONE 3 WORK ZONE 1 I I I I _-_______-- =- - - - - - - - - - - - - I I -- Utility patches shall be combined and full width or half width overlay will be required depending on the extentRIM=11.51 disturbance. Where fall 1 3 of utility patches entirely withir�„ PVC SW IE=9.31 C5.3 C5.3 I I I —2 \ one travel lane, the overlay shall extend to the centerline of roadway. Where utility patches extend in1a'°CONC NNE IE=9.21 both travel lanes then a full width overlay is required. 1 9"rr)NC SW IE=8.86 r* G* G* G* G* G* II FINAL EXTENTS OF GRIND I I I l I \ AND OVERLAY TO BE I I I I SS I I I I _SS S— DETERMINED BY INSPECTOR. '' I I SS ss- I I II 4 I I I I — II LnlI------- I I I - --=rI=-----II-------- WORK ZONE 2�I —=-------------------- =--- --- ___-- ---------- I ------------------------------------------------------ —------------------ -------_-------- — WAY PARKING Parking limits to be determined - PAINT STRIPEe - by City Inspector. - TYPICAL TRENCH SECTION I I I . l< l I a l TYPICAL HMA 2 I I UTILITY PATCH C5. I I - * \A/ W Wif — TYPF I nRl\/I ABOVE GROUND POWERLINE MATCH EXISTING SIDEWALK AND CURB \ 6' CHAINLINK SITE AND STREET IMPROVEMENT AND TRAFFIC CONTROL PLANS SCALE: 1" = 10' 1 1 1 d) 10 0 5 10 20 PAVING LEGEND NEW ASPHALT OVERLAY EXISTING ASPHALT/UTILITY SAWCUT NEW CONCRETE Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. 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. TRAFFIC CONTROL PLAN NOTES: 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. N 0 a R Z 000 O00 0.00 0° O Ooo 00 Ooo 00 000 00 00 00 111 IIIEll 111 111 I IEJ1-11 I I-111=1 111 111 Ell I I I-1 11 IIIIII Ell IIIIIII IIIIIIIIIIIIIIII 1 III I [Ei I I I-111-111-I 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 TYPI('AI cnNCRFTF SFCTinN PRIVATE PROPERTY G SCALE: 1" = V-0" ASPHALT CONCRETE WEARING COURSE HMA CLASS 1/2" PG 64-22 1 (WSDOT STD SPEC 5-04.1) C 0 00000 0 0� 00 oco Do oco Do 0 00 0° O 00 0° o 00 0° O OD 0° O o°0 00 O°o 00 O°o 00 O°o 00 Ooo 00 000 00 000 00 000 00 III-III-III-III-111-111-1 l- IlI-I 1 11-I I - I 1 -III-III-III-III-111-111 III-III-III-III-11-11 I-111-1I III-III-III-III-III-111-1 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 SCALE: 1" = V-0" W z W z LU U 0 30.00' 12.50' 6.00' TRAVELLANES TRAVELEANEt PARKING LANES 2•0%_ 2' SAWCUT EXIST 8" CI w WATER MAIN - RIGHT-OF-WAY SECTION SCALE: 1" = 5' BLD2021-1384 8.00' SIDEWALK - 0.5' CURB 1' GUTTER APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/3/2022 BY: CITY ENGINEERING DIVISION LU z J w 0 1CL ,4 JACKSON I MAIN ARCH I T E C T U RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAI N.COM 7 �, GULL Cs4� °FI w S81 U) a z O o 2E Uj>« a Q U) L 0�JQ LL pQ3: O 0 0� C/) Q r) � z O LU O JMp U cn L U) a z lD Oz W` CN G w i O 00 Q Q W�oJ3: LL Q< - 0z��o `� LU 0 z — �QO 75 0 �QL �� .it o L BLD2021-1384 RESUB Apr 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT I— a- J Q J Q J z c n (D D �_ z U>) ❑ C0 Go0- J D D > w U m J J U 512 IY U) LU J ❑ o CO O LL z (D ❑ww U) D Lu ❑ U) U) 0 z N N w N N (�I N N co o o Q N M O N O ❑ co CO O 0 0 0 0 I10M GNrnNGGFtM 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 SITE AND STREET IMPROVEMENT AND TRAFFIC CONTROL PLAN C5ml JACKSON I MAIN ARCHITECTURE P.S. © 2021 \ SEE COE STD DTL GU-410 o wLLI v a / / // / / // / / 10 o m BEDDING MATERIAL (1-1/4" MINUS) 6" MIN L CRUSHED SURFACE BASE COURSE (SEE NOTE 2 BELOW) W IL / / / / 6" MIN 10 FOUNDATION (IF REQUIRED) / SEE NOTE 4 8" MIN 1-­ --I 8" MIN SEE NOTE 1 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE • 24" FOR 8" DIAMETER PIPE • 36" FOR 12" DIAMETER PIPE • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. `St. JB9- REVISION DATE CITY OF EDMONDS APRIL 2021 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 400 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 10" 2-1/2" 5" R=1-1/2" i R=1 ^ m ,7 PLACE SCORE MARKS EVERY 10' SLOPE 1:12 L 1MINJ r DRIVEWAY WING OR CURB RAMP SLOPE " CONSTRUCT TRANSITION OUT OF HMA PAVEMENT CONCRETE CURB SHALL BE -J r EXTEND PAVEMENT 1.3' FROM THE NO LESS THAN 3" IN HEIGHT FACE OF CURB IF NECESSARY TO SUPPORT EXTRUDED CURB m U 0 w U Q NOTES: L PLACE 6" COMPACTED 5/8" CSTC BELOW HMA EXTENSION 1. NOT TO BE USED IN RIGHT-OF-WAY EXCEPT TO REPAIR EXISTING EXTRUDED CURB, AS APPROVED BY CITY ENGINEER. 2. BONDING AGENT IS THE ONLY ATTACHMENT METHOD TO BE USED BETWEEN HMA AND EXTRUDED CURB. 3. CONCRETE SHALL BE AIR -ENTRAINED CLASS 3000 PER WSDOT STANDARD SPECIFICATIONS. 4. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY. REVISION DATE CITY OF EDMONDS CONCRETE APRIL 2021 - EXTRUDED CURB PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fst L. 189� APPROVED BY: R. ENGLISH TR-522 CITY OF EDMONDS STANDARD DETAIL EXISTING HMA EX FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2" EDGES SHALL BE TACKED NEATLY PER PG 58H-22 WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 & 5) APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 1' SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. IMPORT BACKFILL SHALL BE COMPACTED J TO 95% MAXIMUM DENSITY (SEE NOTE 2) TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMLY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. Cst. 189v REVISION DATE CITY OF EDMONDS TYPICAL HMA AND APRIL 2021 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 410 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 1/2" FULL DEPTH EXPANSION 10 JOINT DUMMY JOINT a ° n -d d 4 ° d a d. .d 10, O.C. 5' O.C. PLAN VIEW (NOT TO SCALE) CURB/GUTTER 5' MIN 1' MIN. 2% MAX FULL DEPTH 1/2" EXPANSION JOINT MATERIAL SEE COESTD DTL TR-R-520 - 2% MAX r). a , 12 7 1/2" R a -A 1/2" R "y9y- d a n n 2" MIN 5/8" MINUS CSTC ON SEE NOTES 4 & 5 NATIVE SUBGRADE BEARING SOIL SEE NOTE 9 SECTION VIEW NOTES: (NOT TO SCALE) 1/8" TO 1/4" 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. R 3. FINISH SHALL BE LIGHT BROOM. DUMMY JOINT 4. SIDEWALK THICKNESS SHALL BE 4". (NOT TO SCALE) 5. SIDEWALK THICKNESS AT DRIVEWAYS AND DRIVEWAY TRANSITIONS SHALL BE 6". 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. NATIVE SUBGRADE BEARING SOIL AND CSTC SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES AND JOINTS SHALL HAVE 1/2" RADIUS REVISION DATE \`CITY OF EDMONDS APRIL 2021 CONCRETE SIDEWALK PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fst_ 189�3 APPROVED BY: R. ENGLISH TR-531 CITY OF EDMONDS STANDARD DETAIL 6 1/2" R =1 /2" 1" ° R=1" n d ° 0.05 FT/FT N a a ° R=1/2 d. a . o d d a d 4 2' MINIMUM SAWCUT SEE NOTE 10 HMA DEPTH SHALL BE 4" FOR RESIDENTIAL ROADS AND 6" FOR ARTERIALS AND COLLECTORS SEE NOTE 12 MINDS CSC J 18" STANDARD 6" CSTC OR CSBC PER WSDOT SEE NOTE 11 STD SPEC 9-03.9(3) SEE NOTE 13 STANDARD TYPE W CURB/GUTTER NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED EVERY 10 FEET. 5. FULL DEPTH EXPANSION JOINTS SHALL HAVE 1/2- WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB AND GUTTER SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION JOINT TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED WHEN EXISTING PAVEMENT WOULD ABUT NEW CURB/GUTTER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. REFER TO CITY STANDARD CONCRETE CURB AND GUTTER DETAIL TR-520. 12. FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER WSDOT STANDARD SPECIFICATION 5-04.3(4) APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 13. CSTC SHALL BE INSTALLED UNDER HMA WHEN HMA SAWCUT IS REQUIRED. CSBC SHALL BE INSTALLED UNDER HMA WHEN FULL ROAD RECONSTRUCTION IS REQUIRED. 14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY. `st. 189- REVISION DATE CITY OF EDMONDS VERTICAL APRIL 2021 CONCRETE CURB PUBLIC WORKS AND GUTTER STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R- 5 2 0 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 10' 30' 10' RPM (TYP)TYPE 2 u YELLOW - CENTERLINE CENTERLINE AND LANE LINE WHITE- LANELINE 10' 30' 10' RPM TYPE 2 4' �� ❑ (TYP) YELLOW NO -PASS LINE AND TWO-WAY LEFT -TURN CENTERLINE YELLOW 3' 9' 3' 9' 3' 9' 3' 9' 3' !Om E WHITE WIDE DOTTED LANE LINE WHITE, FOG LINE SEE NOTE 1 40' 40' RPM ❑ El---(TYP)TYPE 2 Ell YELLOW - DOUBLE CENTERLINE DOUBLE CENTERLINE AND DOUBLE LANE LINE YELLOW - DOUBLE CENTERLINE WHITE NOTES: WIDE LANE LINE 1. FOG LINE SHALL BE WHITE ON THE RIGHT EDGE OF TRAVEL LANE. 2. ALL PAVEMENT MARKINGS SHALL CONFORM TO SECTION 8-22 PAVEMENT MARKING OF WSDOT/APWA STANDARD SPECS. STRIPES SHALL BE CONSTRUCTED WITH HIGH REFLECTIVE DOUBLE COAT WATER BORNE PAINT UNLESS OTHERWISE NOTED. 3. RPM COLOR SHALL MATCH TO COLOR OF MARKING WHICH IT IS SUPPLEMENTING. ROADWAY PAVEMENT REVISION DATE JANUARY 2018 I -.CITY OF EDMONDS STRIPING FOR COLLECTOR I T PUBLIC WORKS AND ARTERIAL STREETS STANDARD DEPARTMENT DETAIL Fs t 189� T R -5 61 APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/3/2022 BY:_... CITY ENGINEERING DIVISION JACKSON I MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLEI WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM Cs GULL 4��' o xas.� L•cs' C> 41 jcn �SIOVAt. 04/ 01 / 22 BLD2021-1384 U) 0 z O o p U)>c) Q w rn W JQ LL p < pcl�u,) Q2i0 ~ zpG W Q 2 O JMp U c� W RESUB Apr 03 2022 p CITY EDMONDS DEVELOPMENT SERVICES DEPARTMENT z CD O z_ CN L 'U) " o 00 p J < W pJ� LL m Q < Ul �- z ~ Lu � CI z -)QO O 0 0. p 0- Q CL -,r W J LLJ Q Q z m J Q a- H H O z Cn p m m wm U) i) 0 rn m LU 0 Lu o CD F F z co LL g CA 0 L LU LU W W U) O z LLJ �\ �� N N N N N Qc9 N O co Ln O CD N - O 0 co o Z5 CDr 0 o 4 O C -0- 4m EIIIGINEERING 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 SITE AND STREET IMPROVEMENT DETAILS SCALE: NTS SCALE: NTS SCALE: NTS C502 JACKSON I MAIN ARCHITECTURE P.S. ©2021 Figure 61-1-10. Lane Closure on a Two -Lane Road Using Flaggers (TA-10) 2009 Edition Page 633 Table 6H-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 (Flag tree) Warning light Q Longitudinal channelizing device Work space Luminaire Pavement markings that should be removed for along -term project o Work vehicle Table 6H-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Distance Between Signs** A B C Urban (low 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 61-11-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) in feet WS2 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 anticipated operating speed in mph December2009 MUTCD STANDARD DETAIL SCALE: NTS 2009 Edition Figure 61-1-28. Sidewalk Detour or Diversion (TA-28) L4 r 3H3H SS083 03SOl�IS SIDEWALK CLOSED SIDEIYAL♦ KD CROSS HERE inches MIN. 2009 Edition Figure 61-1-3. Work on the Shoulders (TA-3) S311 W XX 1X3 N a3�bOainM0 T IS il 1/3 L Shoulder taper (see Note 7) Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. Lnu ROAD WORK Shoulder taper / (see Note 7) 1/3 L SHOULD Shoulder taper (see Note 7) E It _ Typical Application 3 Sect 6H.01 December2009 MUTCD STANDARD DETAIL Page 689 1 I ,. ROAD i ROAD WORK WORK AHEAD AHEAD 1 (optional) I 1 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. December2009 Sect. 6H.01 MUTCD STANDARD DETAIL SCALE: NTS Page 639 SCALE: NTS O CONCRETE CURB AND GUTTER OR 16" DRIVEWAY WIDTH VARIES VERTICAL CURB (TO MATCH EXISTING CURBING) SHALL EXTEND TO END OF RADIUS. ON -SITE CURB SHALL START AT END OF RADIUS PER DESIGN. RADIUS VARIES 0 TRANSITION zo T REFER TO COE PANEL DTL TR-540 F R w APPLICABLE MP J O _ = `1 I Q = I-W a A Q oLw _03, .'.'.'.' '. U) A CONCRETE CURB AND GUTTER 6 1 LACE FULL DEPTH EXPANSION JOINT BETWEEN CURB/GUTTER AND HIGH TRAFFIC LOAD GUTTER, IF WING AND CURB/GUTTER ARE NOT POURED AS ONE UNIT DRIVEWAY APPROACH 2' MIN SAWCUT 1NO. 5 REBAR HMA �1 „ HMA OR ®36" O.C. C CRETE 4 8" 4 ao 12" L 4„ CST 2" 2"J 2" 24" NO. 5 REBAR SECTION A -A 0 12" O.C. SECTION A -A REBAR DETAIL NOTES: O CURB/GUTTER AND WING FOR HIGH TRAF C LOAD GUTTER MAY BE POURED S 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 DETERMIN APPLICABLE COMMERCIAL TYPE ENTRANCE BASED 0 LOCATION AND OTHER SITE CONDITIONS. O DRIVEWAY WIDTHS TO BE C SISTENT WITH CITY STD DETAIL TR-541. DRIVEWAY WIDTH DO NOT INCLUDE RADIUS. O FULL DEPTH EXPANSION INTS SHALL BE PLACED IF WIDTH OF OPENING EXCEEDS 15'. O INSTALL MINIMUM 5- TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXI ING SIDEWALK. O REINFORCING STEEL HALL BE GRADE 60. EVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH JA UARY 2018 TYPE IV TZ PUBLIC WORKS STA ARD DEPARTMENT DETA Fs 189� APPROVED BY: R. ENGLISH TR-54 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS `SEE TR-541 ADD 'BE PREPARED TO STOP' SIGN Note: See Tables 6H-2 and 614-3 for the meaning of the symbols and/or letter codes used in this figure. XaOM OV08 T ON3 O -A r off' �041. o C x v'� all Ate\ �O �O •p7' to 100 ft • 50 to 100 ft (optional) ONr lA BOAC J6 1+ <ROA1 WORI i XX F Typical Application 10 MUTCD STANDARD DETAIL SCALE: NTS ADD 'BE PREPARED TO STOP' SIGN 2' 2-7/8"-{ I- 2-7/a H s y� 4• 2•4 S~ A Da v 24" ONLY ROLLED CURB/GUTTER (SEE NOTE 10) (NOT TO SGAIII4 2' SEE NOTE 12 8-1 2" • SEE DRfVnMY culls TRANS1TtQNI1L OETMI KLOW FULL DEi 1/2' EXPAN9 JOI 6' a,Re FULL II i I f XPIMXSION JOM DR1Y -WAY CURB TRANSITIONAL DETAIL ��//'������� FOR COM AND GUTTER OR YERTICAL CURBS NOTES: tOCURS AND GUTTDT 94%L K POl RED SEPARATELY rW* Tot SIDEWA.K- CFrY 06KCTION REOU"D ON FC*.v PRIOR TO POUR. 2O DW411111AY A/RON MICLUDMIG W04G RAIDS 9*ALL BIE A MINIMUM OF 6' TNCK AND SWILL K PLACED ON 2. OF 5/9• CSTC COMPACTED TO 951E MAx1MUY DENSIT1r. O SUS0ft" SWILL K C0IPAICTED TO RSS IW klll11 DENSITY. O 2' A91WAT SAMCLrr REOIARED WTH CURS/GUTTER INSTALLATION. REFER TO COE STD DRL TR-520. O CONCRETE 94kk K CLASS 3000. O CURB TRANSMOIN SHOULD MWNTA/M/r O A SLOPE NO GREATER TI8.3%. Ir Tt{ SLOPE REOUIREM11I CANNOT K ACHCVM. VAKIMI M CURS TRM6R10N LENGTH S►ULL K 15-FEE7. lO MAINTAMI 1 /2' LJP AT GUTTER. OIF OMInKY (MOTH EXCEEDS 15', INSTALL. A rULL DEPTH EXPANSION JOINT At CENTER OF OW4MIf1Y. lO OW04.1 ~AM 5-11 TRANWION PANEL KTMIEEN DMfENAYS AND wmEN CONNECTING TO EXALTING SOE»IMILIL O F11*MS H SHALL K 11W 5110011. INEWSON II DRIVEWAY APPROACH MAIL i CITY OF EDMONDS TYPE I PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPRO OED SY: L CN@UM T R - 5 41 6 D a43 a. ( .A i 8-1/4• CONCRETE VERTICAL CURB (SEE NOTE 11) (NOT TO SCAL10 1. CITY INSPE07KM REQUIRED ON FORM WORK PRIOR TO POUR. 20 FORMS SHALL BE TRUE M LINE AND GRADE AND SECURELY STAKEDo 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT M ANY STRUCTURE 4% EXPANSION JOINTS SHALL BE eiM 10 FEET 5o EXPANSION JOINTS SHALL HAVE 1/2• TO 5/8" WIDE PREMOLDED JOINT Flunt 8e CONCRETE SHALL BE CLASS 3000e 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 RE MOVAIIAPLAICE MENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIIII BY CITY ENGINEER. 10. FOR CUL-DE-SAC AREAS AND M REPAIR LIKE CURBING ONLY, AND/OR AS APPROVED BY CITY DONMt 11. FOR REPLACEMENT OF EXISITNG VERTICAL CURBING ONLY MID/OR AS APPROVED BY CITY ENGINEER. 12. A 2 Fill 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 95JX OF MAX. DENSITY REVISION DATE ROLLED AND VERTICAL 0070eER 2018 CITY OF EDMONDS CURBS PUBIC WORKS STANDARD DEPARTMENT DETAIL 189�) APPROVED BY: Re ENGLISH TR-521 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS ***PLACE 'NO PARKING' SIGNS A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. *** BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/3/2022 � BY:G�iN���� CITY ENGINEERING DIVISION JACKSON MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM O GU_IL ® A S$% :4�ce 04/ 01 / 22 BLD2021-1384 v 0 Z O C) p warn UJ 0 J Q LL C) < 0 0 Q� u, Q ~ z0G LQ� J(ya U M L RESUB Apr 03 2022 Q CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z CD O Z 0 CN ` i C)w co Q-0� 3: w�oJ� LL 120 < cn O Z U Z - 0�2-)a0 0 �r�a 0-Q��L J 0i J J D QMQQ z O :E :E U) p m m w Do U) i) rJ U1 00 W 0 W CD 0Y H H z (D �ww CA a.a. Lu 0 U) O Z w N CV N N N N N Q co N o (\ � O o N O GNGING RM 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 GRADE CONCRETE PAVEMENT IF HARDPAN, NATIVE SOIL MUST BE SCARIFIED t3"-5/8"" t3'-1 /8" L 00 Lo �000 0000 �00� DOOM o O 0 0 0 0 0 PO M 0000 000�0��0��00°0000 �0000DO00000a00000000�0 //000 �000000 ��� � 00�� 00000D� 000� I � I AD A STANDARD TREE GRATE (SEE NOTES 1-4) FINISH GRADE CONCRETE PAVEMENT REMOVE ROOT BALL WRAP OR WIRE BASKET CITY OF EDMONDS PUBLIC WORKS DEPARTMENT 24" DEPTH APPROVED ROOT BARRIER MATERIAL WRAPPED ENTIRELY AROUND SIDES OF PLANT PIT. SEE NOTE 5. r3" SEE NOTE 6 COMPACT SUBGRADE TO 95% (TYP) BACKFILL SOIL 12" DEPTH LIGHTLY COMPACTED 3—WAY PLANTING SOIL TREE GRATE APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE APRIL 2019 STANDARD DETAIL TR-551 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 BIO—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. REVISION DATE CITY OF EDMONDS ROOT BARRIER FOR JANUARY 2018 CONCRETE/PAVED PUBLIC WORKS WALKWAY STANDARD LL DEPARTMENT DETAI L Fst. 1B9 APPROVED BY: R. ENGLISH TR-550 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 0 0 0 0 0 8" SIDEWALK ANCHOR SQUARE 2.5"x2.5" OD 2 rCUBIC FT CONCRETE SQUARE METAL POST CITY OF EDMONDS PUBLIC WORKS DEPARTMENT cst. jB91 IJ NOTES: SIGN POST: 0 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. 2O 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. O3 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 #TL3806 OR EQUIVALENT O INSTALL TWO CORNER BOLTS AND NUTS ZUMAR INDUSTRIES #TL070 OR EQUIVALENT SIGN INSTALLATION: SEE TRAFFIC STREET SIGN DETAIL TR-575 FOR GUIDANCE ON SIGN INSTALLATIONS. SIGN POST INSTALLATION IN SIDEWALK AREA APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE FEBRUARY 2018 STANDARD D ETAI L TR-572 BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/3/2022 BY: CITY ENGINEERING DIVISION JACKSON I MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM GUIL WAS,? $ BLD2021-1384 U) 0 z 0 p U)>c) Q warn W �JQ LL oQ� 0 0 cl� co < - 0 ~ Z C) G Lu Q 0 JMa U cy) LLJ RESUB Apr 03 2022 Q CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z CD 0z M CN L W00 o Q J < W C)J� LL m < < Ozc)�a LLJ— U Z —)QG on 0 Q CL. —'r w J LU Q Q zDo J a- (D�� O D Z F- U) 0 m m WDoW i) (J rj) Lo LU 0 LLI o CD F- F- z co LL of (D �i) LU LU a. LU a. W 0 W U) O Z LLI �- CV N N N N N P Q CO N O 22 O O N O 0 0 — 0 0 ENGINEERMVG 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 C504 JACKSON I MAIN ARCHITECTURE P.S. © 2021