The URL can be used to link to this page

Dougs Lynnwood Mazda Svc Ctr - Approved CivilsPORTION OF THE SW 1/4, NE 114, SEC. 29, TWP 27 N., RGE. 4 E., W.M. LEGAL DESCRIPTION AF NO. 199911150651 THAT PORTION OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH RANGE 4 EAST, W.M., THENCE NORTH 0'44' WEST 480.16 FEET; THENCE SOUTH 89'05'58" EAST 30 FEET TO TRUE POINT OF BEGINNING OF THE DESCRIPTION; THENCE CONTINUING SOUTH 89'05'58" EAST 306.33 FEET; THENCE NORTH 0'36'41 " WEST 61.99 FEET; THENCE NORTH 89'05'58" WEST 306.46 FEET; THENCE SOUTH 0'44' EAST 62.0 FEET TO TRUE POINT OF BEGINNING. AF NO. 199911150652 IJ►:1d211a's THE NORTH 100 FEET OF THE SOUTH 200 FEET AS MEASURED ALONG THE WESTERLY LINE OF STATE ROAD NO. 1, OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON. PARCEL B: THAT PORTION OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON; LYING SOUTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WESTERLY LINE OF STATE ROAD NO. 1, 100 FEET (MEASURED ALONG SAID WESTERLY LINE OF ROAD) NORTHEASTERLY FORM THE SOUTH LINE OF SAID EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE RUNNING WEST PARALLEL TO THE SOUTH LINE OF SAID SUBDIVISION TO THE WEST LINE THEREOF; EXCEPT STATE ROAD NO. 1. PARCEL. C: THAT PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON; LYING NORTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WESTERLY LINE OF STATE ROAD NO. 1, 100 FEET (MEASURED ALONG THE WESTERLY LINE OF SAID ROAD) SOUTHWESTERLY FROM THE NORTH LINE OF SAID EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE RUNNING WEST PARALLEL. TO THE NORTH LINE OF SAID SUBDIVISION TO THE WEST LINE THEREOF; PARCEL D: THAT PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON; LYING WESTERLY OF PRIMARY STATE HIGHWAY NO. 1 AND LYING NORTH OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT 200 FEET SOUTH OF THE NORTHWEST QUARTER OF SAID SUBDIVISION; THENCE EAST TO THE WEST LINE OF STATE HIGHWAY NO. 1; THENCE NORTHEASTERLY ALONG THE WEST LINE OF HIGHWAY RIGHT OF WAY 100 FEET TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE WEST TO WEST LINE OF SAID SUBDIVISION AND THE TERMINUS OF SAID LINE; AND LYING SOUTHERLY OF A LINE DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY LINE OF STATE ROAD NO. 1, 100 FEET (MEASURED ALONG THE WESTERLY LINE OF SAID ROAD) SOUTHWESTERLY FROM THE NORTH LINT OF SAID EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE RUNNING WEST PARALLEL TO THE NORTH LINE OF SAID SUBDIVISION TO THE WEST LINE THEREOF AND THE TERMINUS OF SAID LINE. AF NO. 199911150653 PARCEL A: THAT PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING 665.8 FEET SOUTH OF THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE EAST A DISTANCE OF 341 FEET TO THE EAST LINE OF THAT CERTAIN PARCEL OF LAND DEEDED TO WILLIAM MCROBB SIMPSON, JR. ON MAY 14, 1963, UNDER AUDITOR'S FILE NO. 1627832, VOLUME 821, PAGE 216, AS RECORDED BY THE SNOHOMISH COUNTY AUDITOR IN SNOHOMISH COUNTY, WASHINGTON; THENCE NORTHERLY ALONG THE EAST LINE OF SAID SIMPSON PARCEL, A DISTANCE OF 121 FEET TO THE SOUTH LINE OF SWAN'S ADDITION AS RECORDED IN VOLUME 16, PAGE 10, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; THENCE WESTERLY ALONG SAID SOUTH LINE A DISTANCE 107 FEET TO THE EAST LINE OF A TRACT CONVEYED TO ROLAND F. CLINTON BY DEED RECORDED UNDER AUDITOR'S FILE NO. 2064414 IN SNOHOMISH COUNTY, WASHINGTON; THENCE SOUTHERLY ALONG SAID EAST LINE A DISTANCE OF 46 FEET; THENCE WEST ALONG THE SOUTH LINE OF SAID CLINTON TRACT A DISTANCE OF 230 FEET, MORE OR LESS TO THE WEST LINE OF SAID SECTION; THENCE SOUTHERLY 75 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE WEST 30 FEET THEREOF FOR ROAD PURPOSES. PARCEL B: THAT PART OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER; THENCE NORTH 0'44' WEST 542.16 FEET; THENCE SOUTH 89'05'58" EAST 30 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89'05'58" EAST 306.46 FEET; THENCE NORTH 0'36'41" WEST 124 FEET; THENCE NORTH 89'05'58" WEST 306.72 FEET; THENCE SOUTH 0'44' EAST 124 FEET ALONG THE COUNTY ROAD TO THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS TRACTS 1 AND 2, HUDSON TRACTS, ACCORDING TO THE UNRECORDED PLAT THEREOF.) EXCEPT ANY PORTION LYING WITHIN ABOVE DESCRIBED PARCEL A. AF No, 1 991 654 A PORTION OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 200 FEET SOUTH OF NORTHWEST CORNER OF SAID SUBDIVISION; THENCE EAST TO THE WESTERLY LINE OF HIGHWAY NO. 1, THENCE NORTHEASTERLY ALONG WEST LINE OF HIGHWAY RIGHT OF WAY 100 FEET; THENCE WEST TO WEST LINE OF SAID SUBDIVISION; THENCE SOUTH ALONG WEST LINE TO POINT OF BEGINNING. AF NO. 200407150212 LOT 2, SNOHOMISH COUNTY SHORT PLAT NO. 5-53-78 ACCORDING TO THE SHORT PLAT RECORDED MARCH 13. 1979 UNDER RECORDING NO. 7903130264, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. AF NO. 20051017Q263 THAT PORTION OF THE WEST HALF OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 29; THENCE SOUTH 01'16' EAST FOR 501.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUE SOUTH 01' 16' EAST FOR 90.00 FEET; THENCE SOUTH 89'38' EAST FOR 230.00 FEET; THENCE NORTH 01' 16' WEST FOR 46.00 FEET; THENCE NORTH 89'38" WEST FOR 72.00 FEET; THENCE NORTH 01' 16' WEST FOR 44.00 FEET; THENCE NORTH 89'38' WEST FOR 158.00 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT THE WESTERLY 30 FEET FOR ROAD. DOUG'S LYNNWOOD MAZDA SERVICE CENTER 22214 PACIFIC HIGHWAY EDMONDS, WA 98026 PERMIT SET FEBRUARY 21, 2020 '� : <^,--�•- ::--�: - .:�: _w:-..�_._- _�; • lam_. � , - - : I r I r ! I PROTECT EXISTING MAZDA 1 r '�r• - — — - - ' - — -T 4 -- BUILDING #� s- �� i��r;� �i• ` T� ,: ,?:`xe'• PROPOSED 1:�r` rater' MAZDA SERVICE I i CENTER �`'••;s;1►;r�'r'" i f BUILDING N 71 i t='r• '�' i:at^i-.'•'•r.v�i'�s 'ft yct'j•�t^�'�:'a.1`�`•^' � � � I ! r nin' 5�o 13 I�-;e`'-''••?•�'�~die +µ . • i..1`i1�y..Th- ��J.silt'.' .w ;e. I-.— rr r' ~qiR� w L�iw �+n„.7r,•- �=•H Y: ,.t'y� yy i ..�— t iti�9:1}.y fi+''4`„'•� tC• .�.rc 3`?,=y7,�y;^.v_:�'.F' ' I Nil PROTECT EXISTING MAZDA I BUILDING N 0 25 50 100 HORIZ. i _ Scale In Feet - - BASIS OF BEARINGS: LINE FROM THE WEST 1 /4 TO THE CENTER OF SECTION 29-89'06'48" r% A Tl IRA NAVD 88 BENCHMARK 3-1/2" BRASS DISK IN TOP OF NE CORNER CONCRETE RETAINING WALL NE QUAD INT. 220TH ST SW AND 90TH AVE W. ELEVATION=423.29 SITE BENCHMARK TBM 1: "M" IN MUELLER ON TOP OF FIRE HYDRANT AT INTERSECTION OF 220TH ST AND 83RD AVE ELEVATION=391.85' TBM 2: RAILROAD SPIKE IN POWER POLE +/- 30' WEST OF NW COR SHOP BUILDING INSIDE SITE ELEVATION=370.70' VICINITY MAP SCALE: N.T.S. WNER APPLICANT: ADZAM INC, dba DOUG'S MAZDA 22130 HWY 99 EDMONDS, WA 98026 PHONE: (425) 774-3551 ARCHITECT-. 265 W€NSLOW WAY E BAINBRIDGE ISLAND, WA 98110 PHONE: (206) 842-1253 EMAIL: frank@3rkarchitecture.com CIVIL ENGINEER: CECIL & ASSOCIATES, LLC PO Box 598 BOTHELL, WA 98011 CONTACT: JOHN FARLEIGH, P.E- PHONE: (206) 450-3068 EMAIL: johnfOcecilnassoc.com SURVEYOR: GROUP 4, INC. PO BOX 1059 LAKE STEVENS, WA 98258 PHONE: (425) 408-1152 EMAIL: danr0grp4.COM GEOTECHNICAL ENGINEER: GOLDER ASSOCIATES, INC 18300 NE UNION HILL ROAD #200 PHONE: (425) 883-0777 EMAIL: jim.johnson@golder.com UTILITY PROVIDERS: WATER: CITY OF EDMONDS PUBLIC WORKS & UTILITIES.• (425) 771 -0235 PARKING SPACES REO'D 27 PARKING SPACES PROPOSED WRIER FREE PARKING SPACES � SEWER: CITY OF EDMONDS PUBLIC WORKS & UTILITIES: (425) 771-0235 STORM: CITY OF EDMONDS PUBLIC WORKS & UTILITIES: (425) 771 -0235 POWER: SNOHOMISH PUD MARY McALLISTER: (425) 670-3216 NATURAL GAS: PUGET SOUND ENERGY CUSTOMER CONSTRUCTION DEPARTMENT: 1-888--321-7779 COMMUNICATIONS: FRONTIER - JEREMY FALLT: (425) 263-4024 COMCAST - MIKE FONTENOT: (425) 263-5428 SHEET INDEX LEGEND SHEET NO. SHEET TITLE CO.01-2 COVER SHEET PROPERTY LINE CO.02-2 GENERAL NOTES EASEMENT LINE C1.00-2 DEMOLITION PLAN C1.01-2 TESC PLAN SETBACK LINE C1.10-2 TESC DETAILS C2.00-2 OVERALL PAVING AND GRADING R/W CENTERLINE C2.01-2 PAVING & GRADING PLAN C2.10-2 SITE SECTIONS ASPHALT C2.20---2 PAVING DETAILS C2.21-2 PAVING DETAILS CONCRETE C2.22-2 BLOCK WALL DETAILS EXISTING GRAVEL C2.30-2 EMERGENCY VEHCILE ACCESS PLAN C3.00-2 COMPOSITE UTILITY PLAN PROPOSED BUILDING C3.10-2 DRAINAGE PROFILES C3.11-2 WATER PROFILE EXISTING BUILDING C3.20-2 DRAINAGE DETAILS C3.21-2 DRAINAGE DETAILS C3.22-2 WATER DETAILS C3.23-2 SANITARY SEWER DETAILS fif Edmonds Building Departmcat D T% 1 3%— ,L CITY OF EDMONDS BUILDING DEPARTMENT WGRIC t �� ADDRESS OWNER PA APPROVED DATE: D BLDG, OFFICIAL: PERMIT NUMBER PR VED BY N ING PF E - T I I lt� CI"' e'NopY REVISIOIN BUILDING DEPAR-.--MEW Cr YOFE0.kk- u�f' APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: IZZ CITY �Qd z ocn m �� s� a m a Cn r v Z inN C' Q p N_ `mod L- N Li- c- .�.. 70 3❑ V 1 -= W W as 03 Q 3: Loo � .■. UJr'7p w `w F-aoa ��0 U U M ul NCO 3 iC — 3 O In 0 2 a� W Q H � U 0 W I U V W V U) Q Q a Q cNV �N H W W 2 W i 0 U Lu a Lu aQ zz 00 ON CO. 0 1 -2 PERMIT #BLD 29190887 PORTION OF THE SW 114, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. CITY OF EDMONDS 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) • 2017 WSDDT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION • 2012 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, AS AMENDED IN DECEMBER 2014 (THE 2014 SWMMWW) 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 (THE CITY). OBTAIN APPROVAL IN WRITING PRIOR TO CONSTRUCTING IMPROVEMENTS. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS --BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS-BUILTCONDITIONS 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 IMPLEMENTAT10N OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDIT10N 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 SO THAT A CODE-COMPLIENT SOLUTION CAN BE COORDINATED. & CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES 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. PIPE LENNTHS ARE GENERALLY CALCULATED AS A HORIZONTAL LENGTH MEASURED FROM STRUCTURE TO STRUCTURE OR BEND TO BEND (WHICHEVER IS APPROPRIATE). 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT AND SHALL BE FAMILIAR WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. COORDINATE WITH THE OWNER'S GEOTECHNICAL CONSULTANT TO FIELD VERIFY THE ADEQUACY OF ALL STRUCTURE SUBGRADES, UTILITY TRENCH BEDDING & BACKFILL, AND TEMPORARY SLOPES. PROVIDE SUFFICIENT NOTICE SO THAT THE GEOTECHNICAL ENGINEER CAN SCHEDULE THE APPROPRIATE RESOURCES. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL SEAR 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 RECOMMENDATIONS. 14. SEE CIVIL PLANS FOR LOCATIONS OF SITE FEATURES SUCH AS CURBS, RETAINING WALLS, PAVED SURFACES, AND UTILITIES. SEE CIVIL PLANS FOR COORDINATES OF BUILDING GRID LINES. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 15. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 16. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 17. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. CONTOURS ARE SHOWN FOR REFERENCE - SPOT ELEVATIONS SHALL SUPERCEDE CONTOURS. 18. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 4% IN LANDSCAPE AREAS AND 1.5% IN PAVED AREAS. 19. 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. 20. 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. 21. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES, CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 22. 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. 23. 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 THE ENGINEER OF RECORD AND CITY (IN WRITING). TRACK ALL CONSTRUCTION REVISIONS IN AS -BUILT SET. 24. 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. CONTRACTOR TO COORDINATE. 25. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 26. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 27. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 28. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 29. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. 30. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. EARTHWORKQUANTITIES: CUT: 950 CY'S FILL: 2,150 CY'S NET: 1,150 CY'S FILL NOTE: IMPORT FILL WILL BE FROM A LOCATION APPROVED BY THE CITY. EXPORT CUT WILL BE WASTED AT A LEGAL OFFSITE DISPOSAL LOCATION. THE QUANTITIES SHOWN ARE ESTIMATES ONLY INTENDED FOR PERMITTING PURPOSES ONLY. THE CONTRACTOR SHALL VERIFY ALL EARTHWORK QUANTITIES NEEDED TO PERFORM THE PERMITTED SITE IMPROVEMENTS AND NOT RELY ON THESE QUANTITIES FOR BIDDING PURPOSES. WATER GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE EDMONDS STANDARD DETAILS, SECTION 7 SURVEYING: 2. PRIOR TO CONSTRUCTING ANY WATER MAINS, THE STREET CENTERLINES OF THE DEVELOPMENT, CENTER OF CUL-DE-SACS, ALL WATERLINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED. THE MAXIMUM STATIONING INTERVAL WILL BE 50 FEET WITH THE STATION NUMBER ON EACH STAKE. 3. HORIZONTAL CONTROL DATA SHALL BE NAD '83/'91. VERTICAL CONTROL SHALL BE NAVD-88 DATUM. 4. AT THE CONCLUSION OF CONSTRUCTION, DISTRICT STAFF WILL LOCATE THE WATER MAINS WITH SPRAY PAINT, TTHE DEVELOPER'S REGISTERED PROFESSIONAL SURVEYOR SHALL PREPARE A DRAWING BASED ON THE SURVEYED LOCATION OF ALL APPURTENANCES INSTALLED, INCLUDING BUT NOT LIMITED TO, WATER MAIN, METER BOXES, BLOWOFFS, VALVES BOXES, HYDRANTS AND BENDS. THE DISTRICT WILL PROVIDE LOCATES TO ASSIST THE SURVEYOR IN LOCATING THE WATER MAIN BETWEEN APPURTENANCES AND LOCATING THE BENDS. THE DRAWING SHALL BE PROVIDED TO THE DISTRICT IN AUTOCAD FORMAT, R 2000 OR NEWER. IN ADDITION, ALL WATER EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR INTERSECTION WITH PROPERTY LINES AND AT 25- FOOT STATIONS ALONG THE EASEMENT LINES. CONSTRUCTION: 5. THE WATER MAIN SHALL BE PLACED AS SHOWN ON PLAN. 6. A MINIMUM TEN (10) FOOT HORIZONTAL SEPARATION MUST BE MAINTAINED BETWEEN THE SANITARY SEWER LINE AND THE WATER MAIN. 7. A FIVE (5) FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ALL WATER FACILITIES AND UNDERGROUND POWER AND TELEPHONE FACILITIES, UNLESS OTHERWISE APPROVED BY THE DISTRICT. 8. DISTRICT VALVES SHALL ONLY BE OPERATED BY DISTRICT PERSONNEL. MATERIALS: 9. ALL WATER MAIN PIPING SHALL BE DUCTILE -IRON MINIMUM THICKNESS CLASS 52, CEMENT -MORTAR LINED AND TYTON JOINT. ALL WATER MAIN PIPING TO MEET THE REQUIREMENTS OF AWWA C-151. 10. ALL WATER MAIN FITTINGS SHALL BE CEMENT --MORTAR LINED AND MEET THE REQUIREMENTS OF AWWA C-153. 11. POLYETHYLENE ENCASEMENT TO MEET THE AWWA STANDARD C--105. ANY TEARS OR OPENINGS MADE FOR SERVICES OR TAPS SHALL BE REPAIRED WITH AN ADHESIVE TAPE. 12. ALL WATER MAIN PIPES AND SERVICES SHALL BE INSTALLED WITH A 14 (FOURTEEN) GAUGE, CONTINUOUS, SOLID -CORE, NEOPRENE COATED LOCATING WIRE. ANY CONNECTIONS OR SPLICES SHALL BE MADE WITH SPLIT -BOLT WIRE CONNECTORS. PLACEMENT: 13, FIRE HYDRANT LOCATIONS TO BE APPROVED BY THE FIRE MARSHAL OF JURISDICTION. 14. WATER SERVICE LINE AND METER LOCATIONS WILL BE COORDINATED WITH THE DEVELOPER'S ENGINEER AFTER A THOROUGH REVIEW OF ALL UTILITY FACILITIES. A. THE METER LOCATION SHALL BE WITHIN THREE (3) FEET OF THE PROPERTY LINE THAT IS PERPENDICULAR TO THE RIGHT-OF-WAY AND WITHIN ONE (1) FOOT OF THE EDGE OF PROPERTY ON THE RIGHT-OF-WAY SIDE UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. B. AFTER INSTALLATION OF THE METER AND BOX, A 2X4 BOARD PAINTED WHITE WITH "WATER SERVICE" STENCILED ONTO IT WILL BE DRIVEN INTO THE GROUND BEHIND THE METER BOX. STORM DRAINAGE GENERAL NOTES 1. PIPES: A. ALL STORM SEWER PIPE SHALL CONFORM WITH CHAPTER 18.30 OF THE ECDC AND DIVISION 7 OF THE WSDDT/APWA SPECIFICATIONS. B. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR IF IN THE OPINION OF THE CITY INSPECTOR, THE EXISTING FOUNDATION IS UNSATISFACTORY, THEN IT SHALL BE EXCAVATED BELOW GRADE AND BACK FILLED WITH COMPACTED GRAVEL MATERIAL TO SUPPORT THE PIPE. C. THE BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR PIPE -ARCH IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6", MAXIMUM DEPTH 8", THOROUGHLY TAMPING EACH LAYER. THESE COMPACTED LAYERS MUST EXTEND FOR ONE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. (REFER TO WSDDT STANDARD SPECIFICATION 7-04.3(3) AND STANDARD SPECIFICATION 2-03.3(14)C, METHOD B & C. D. GALVANIZED STEEL CMP SHALL MEET THE REQUIREMENTS OF AASHTO DESIGNATION M-36, TYPE 1 & TYPE 2. PIPE SHALL HAVE ASPHALT TREATMENT 1 OR BETTER. E. CORRUGATED ALUMINUM PIPE AND COUPLING BANDS SHALL MEET THE REQUIREMENTS OF AASHTO M193 AND M197. F. DOUBLE WALLED (SMOOTH INTERIOR) CORRUGATED POLYETHYLENE PIPE, MEETING THE REQUIREMENTS OF AASHTO M 252 IN 8 INCH SIZE AND AASHTO M294S IN SIZES 12" THROUGH 36," IS AN ACCEPTABLE ALTERNATIVE TO SCHEDULE A CULVERT PIPE, AS SHOWN ON WSDDT/APWA STANDARD PLAN 3-17 AND FOR STORM SEWERS IN ACCORDANCE WITH EDMONDS CITY STANDARDS, G. BAND SIZE SHALL BE 12" FOR PIPE LESS THAN 42" DIAMETER AND 49" X 33" ARCH PIPE. REFER TO ITEM K: "CHARTS" FOR LARGER SIZE PIPES. H. BACKFILL AROUND PIPE MUST BE COMPACTED TO A SPECIFIED AASHTO T-99 DENSITY OF 90%. USE REASONABLE CARE IN HANDLING AND INSTALLATION. i. ALL NON -PERFORATED METAL PIPE SHALL HAVE NEOPRENE GASKET'S AT THE JOINTS. O-RING GASKETS MAY BE USED FOR TYPE F COUPLING BAND. J. DUCTIL IRON (DI) PIPE SHALL BE CLASS 50 PER WSDOT 9-05.13. 2. CATCH BASINS AND MANHOLES: A. ALL CATCH BASINS WITH A DEPTH OVER 5.0 FEET TO THE FLOW LINE SHALL BE A TYPE 11 CATCH BASIN OR LARGER (MANHOLE). B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING ALL MANHOLE, INLET, AND CATCH BASIN FRAMES AND GRATES JUST PRIOR TO POURING OF CURBS AND PAVING. C. ALL GRATES SHALL BE DEPRESSED 0.1 FEET BELOW PAVEMENT LEVEL. D. CATCH BASIN FRAME AND GRATES SHALL BE OLYMPIC FOUNDRY MODEL 5435, 5435A, OR 50503A, LOCKING TYPE OR EQUAL. MODEL 5435A IS REFERRED TO AS A `THROUGH CURB INLET" ON THE PLAN. MODEL 50503A IS REFERRED TO AS A 'ROLLED GRATE INLET" IN THE PLAN. E. ALL TYPE 11 CATCH BASIN MANHOLES, INLET, AND CATCH BASINS SHALL HAVE LOCKING LIDS. F. STANDARD LADDER STEPS SHALL BE PROVIDED IN ALL CATCH BASINS AND MANHOLES EXCEEDING 5 FEET IN DEPTH. 3. STORM WATER RETENTION/DETENTION FACILITIES, STORM DRAINAGE PIPES AND CATCH BASINS SHALL BE FLUSHED AND CLEANED PRIOR TO CITY ACCEPTANCE. 4. LOCATIONS OF EXISTING UTILITIES AND IMPROVEMENTS SHOWN ARE APPROXIMATE ONLY AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXACT LOCATIONS OF ALL UTILITIES AND IMPROVEMENTS TO AVOID DAMAGE OR DISTURBANCE. 5. FOR AID IN UTILITY LOCATION CALL 1-800-424---5555 PRIOR TO CONSTRUCTION. SEWER GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE EDMONDS STANDARD DETAILS, SECTION 6. UTILITY LOCATES: PRE -CON: 2. A PRE --CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. SURVEYING: 3. PRIOR TO CONSTRUCTING ANY SEWER MAINS, THE STREET CENTERLINES OF THE DEVELOPMENT, CENTER OF CUL-DE-SACS, ALL SEWER LINE EASEMENTS AND ALL LOT CORNERS SHALL BE STAKED. 4. HORIZONTAL CONTROL DATA SHALL BE NAD '83/'91. VERTICAL CONTROL SHALL BE NAVD-88 DATUM. 5. AT THE CONCLUSION OF CONSTRUCTION, THE DEVELOPER'S REGISTERED PROFESSIONAL SURVEYOR SHALL PREPARE A DRAWING BASED ON THE SURVEYED LOCATION OF ALL AT -GRADE APPURTENANCES INSTALLED, INCLUDING BUT NOT LIMITED TO, LOCATION OF EXISTING MANHOLES INCLUDING RIM & ALL INVERT ELEVATIONS AND NFN MANHOLE LOCATIONS INCLUDING RIM & ALL INVERT ELEVATIONS. THE DRAWING SHALL BE PROVIDED TO THE CITY IN AUTOCAD FORMAT, R 2000 OR NEWER. IN ADDITION, ALL SEWER EASEMENTS SHALL BE STAKED AND FLAGGED AT THEIR INTERSECTION WITH PROPERTY LINES AND AT 25 FOOT STATIONS ALONG THE EASEMENT LINES. CONSTRUCTION: & THE SEWER MAIN SHALL BE PLACED FIVE (5) FEET SOUTH OR WEST FROM THE CENTERLINE OF ROADWAY,UNLESS OTHERWISE SHOWN ON THE PLAN. 7. A MINIMUM TEN (10) FOOT HORIZONTAL SEPARATION MUST BE MAINTAINED BETWEEN THE SANITARY SEWER LINE AND THE WATER MAIN. 8. AFTER TRENCH BACKFILL AND COMPACTION, PVC SANITARY SEWER MAINS SHALL BE TESTED FOR DEFLECTION AS SPECIFIED IN SECTION 7-17.3(2)G OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. TEST OBSERVATION AND INSPECTION BY THE CITY INSPECTOR. 9. WHENEVER SANITARY SEWER CROSSES BELOW A WATER MAIN, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE TOP OF THE SEWER LINE IS AT LEAST EIGHTEEN (18) INCHES BELOW THE BOTTOM OF THE WATER MAIN. 10. ALL MANHOLES SHALL HAVE A MINIMUM DROP OF ONE -TENTH (0.10) FOOT AND FIVE -TENTHS (0.50) FOOT MAXIMUM DROP BETWEEN INVERT IN AND INVERT OUT. 11. MANHOLES IN THE PUBLIC RIGHT-OF-WAY SHALL BE A MINIMUM OF EIGHT (8) FEET IN DEPTH OR PER APPROVED PLANS, 12. MANHOLES NOT IN PAVED PUBLIC RIGHT-OF-WAY TO HAVE LOCKING LIDS AND ALL FRAMES SHALL BE LOCKING TYPE PER THE STANDARD DETAILS. 13. FOR PIPE SLOPES GREATER THAN 20% , RESTRAINED -JOINT DUCTILE IRON PIPE SHALL BE USED FOR EVERY JOINT. 14. SIDE SEWER STUBS SHALL HAVE A MINIMUM OF TWO (2) PERCENT SLOPE AND MAXIMUM OF FORTY-FIVE (45) DEGREE SLOPE. STUBS SHALL BE 6"MINIMUM DIAMETER. FOR ALL STUBS LESS THAN EIGHT (8) FEET IN DEPTH : INSTALL A THREE (3) INCH WIDE GREEN METALLIC DETECTOR TAPE 12"ABOVE THE PIPE, THE ENTIRE LENGTH OF THE STUB CONTINUING UP THE 2X4 SIDE SEWER MARKER POST. IDENTIFICATION ON THE TAPE SHALL INCLUDE THE WORDS `SANITARY SEWER". MATERIALS: 15. SANITARY SEWER PIPE LESS THAN EIGHTEEN (18) FEET IN DEPTH AND LESS THAN 20% SLOPE SHALL BE PVC CONFORMING TO ASTM D-3034, SDR--35 AND SHALL BE BEDDED NTH CLEAN, GRANULAR MANUFACTURED PEA GRAVEL FROM 4"UNDER TO 6"OVER THE PIPE. SANITARY SEWER PIPE EIGHTEEN (18) FEET DEEP AND GREATER, OR ON A SLOPE OF 20% OR MORE, SHALL BE DUCTILE -IRON MINIMUM THICKNESS CLASS 52, CEMENT -MORTAR LINED AND TYTON JOINT. ALL DUCTILE -IRON PIPE MUST MEET THE REQUIREMENTS OF AWWA C-151. 16. HIGH -DENSITY POLYETHYLENE (HDPE) SHALL BE SDR-11 MINIMUM. zd¢ a m �ccnncn of a-0-a rN-Mo �o m CD CD0 2 0 a)li U7 LL � r cc T a->0 �Q '�'a< nN 0 - TON Q S-1oNAL to W p 00 - a) <toE p7 U p Lij �ov ob m .-. <D 000 tn u �3 x 3 .0 �iJ Y m m UTILITY GENERAL NOTES PURSUANT TO EDMONDS COMMUNITY DEVELOPMENT CODE (ECDC) 18.00.040, CITY OF EDMONDS CONSTRUCTION STANDARD DETAILS AND SPECIFICATIONS, HEREINAFTER REFERRED TO AS `EDMONDS STANDARD DETAILS", SHALL APPLY WHENEVER ANY PUBLIC OR PRIVATE WORK IS PERFORMED WITHIN THE CITY OF EDMONDS,UJ INCLUDING WORK PERFORMED BY PRIVATE PARTIES AT THEIR OWN EXPENSE. CITY CAPITAL IMPROVEMENT d LLi O m C> :3. 0 rn o0 z Q zoo L.L o o z N o 0 PROJECTS WILL BE REQUIRED TO MEET ALL THE CONDITIONS WITHIN THESE STANDARDS UNLESS THE CITY ENGINEER APPROVES AN EXCEPTION FROM THE DESIGN STANDARD IN EFFECT AT THE TIME OF CONSTRUCTION. EXCEPT WHERE THESE EDMONDS STANDARDS DETAILS PROVIDE OTHERWISE, DESIGN, CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE APPROPRIATE STANDARDS OF THE MOST CURRENT EDITION OF THE FOLLOWING PUBLICATIONS PRODUCED SEPARATELY BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDDT) OR JOINTLY BY WSDDT AND WASHINGTON STATE CHAPTER OF THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), • WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, HEREINAFTER "WSDDT/APWA REFERRED TO AS STANDARD SPECIFICATIONS". W Q • WSDOT/APWA STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, HEREINAFTER "WSDDT/APWA r� REFERRED TO AS STANDARD PLANS". Z Lu 10 W UTILITY LOCATES: (D 1. THE APPROXIMATE LOCATIONS OF EXISTING UTILITIES ARE SHOWN ON PLANS AND PROFILES FOR CONVENIENCE. w = THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF UTILITY LOCATIONS SHOWN AND FOR Z DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN ON PLANS. [ ] C) J 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE LOCATED, BY APPROPRIATE UTILITY CITYS OR > Li - COMPANIES, ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. w 3. FOR UTILITY LOCATES, CALL 1-800 -424 5555 PRIOR TO DIGGING. Q w CL Z PERMITS: ❑ qql_ LV 4. THE DEVELOPER IS RESPONSIBLE FOR OBTAINING ALL REGULATORY PERMITS INCLUDING WORK WITHIN THE _ RIGHT-OF-WAY. IN N 5. ALL WORK IN RIGHTS -OF -WAY SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE PERMITTING C CN AGENCY CITY OF EDMONDS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDDT).+: .0 FEB 2 5 7070 BUILDING C. CITY OF Ebwiviwo APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: ` 7 On BY: CITY E GIN R! SI 0 z 0 U CO.02-2 PERMIT #BLD 20190887 PORTION OF THE SW 114, NE 114, SEC. 29, TWP 27 N., RGE. 4 E., W.M. �r - - fE=344.32 CTR C� 14NEL I� ' ;91� L + � i : 7'�CliAINLliii{ FElai E I�3,, I PL 3.'18' £. DF PROP- CQk. (IN N, W, OUT S) 1.+1'S F U-1'E Of Pk�.CN- _ So- �• c�H {' HOUSE 'tip i 9` 5' CHA LINK F�'4CE CROSS5 v vi HOUSE�$ pt/.05 S. OF PROP. CO l f 7' CHAINUNK FENCE { , 26 } 4 - PLAT �.3' �l _ 3�'� - N89'06'13"W 375.83'- �,7.42 -�$, ,' �� ~ �� - � 1 ASPHALT h1`l ti nR ti - ��_ r Y �t x- _ x J `3 ss s C D 1.�112�� IRON f'iEfC � •� � 55. f �ki I I = ' J f AT CORNER. 1017. f}5 `� MOTE. HELD FIAT 11a Tl 1 f � �� q x N89'06 2 w AREA, OVERLAPS SUBV ONE -� 1 _ ILA p ----. OHP GHF --- 0 CHAINUNK FEI rE---� ., -f EX 08 TYPE 2 48" UNLESS OTHERWISE iNOTF1.1 k H FENCEf-A Vi' TOP=354.17 ' "' 1 !E=3 }.iF 5"FLE�[F'!F£ 5W 'R ! / �' NG TREE _ 5d cHv lra+t F� c r5 a, s 11=349.a8 30' CMP L sr. 1L.2rW OI PROP, R. fcfVCE CORNER 4$ � � I r i FIR 0.4'N M D.i'F. r; . + * Hrk x [ t e ne �ny�/jP107T1,CTEXI91, �= PAR. A EX �'S TYPE 2 48' t-! P tt7 CRTY CORNS '" : [ + _ tE=349.12 30%,MP NW ` NLIh1K F 'SiiBU. ASPHALT �� IE=34L�.01 ' ,'.. a r �} PROTECT EXISTING TREE 1 L =`w�rx [ mil i a8' I .h :, I �2' FEF J ! f SE'DUOIA I �' �,-ly�;�n�p��'i `r - f MP SE 76- Al ASPHALT 1 30.1 SAWCUT & REMOVE EXISTING _ ._�, ASPHALT AS NEEDED FOR � , �! � `�3�4 --- -�� REMOVE EXISTING CUR$ ��'l - � � MAiN`iNK F-LNCF UTILITY IMPROVEMENTS ! REMOVE EXISTING _ ': 3,a� -- �---:_ PEA R . B 1 �. i - REMOVE EXISTING REMOVE EXISTING TREE colvc�� - �-� / 1 1 FENCE & CURB �.-. _: - ;y`'. � - �. BATCH BASIN P + PROTECT EXISTING X 0.1' OF PRE: REMOVE EXISTING -f f �/ I +�--- � IRE OHP '- r °` = UTILITY POLE LUMINA & ��- , 1..>/ PROTECT EXISTING BUILDING 7 I I ¢ *Njs�Tf. -� SAWCUT TO REMOVE 1 ' Ex CB -(Y'PE I / EXISTING ASPHALT TOP=378.41 !d•=-.574.5'7 r,� B'RCP _ --- - - - - r � - �, �l � �� = � � � � 51i��: � r� N89'06'13'W 336.59' I! :, 6 REMOVE EXISTING E S��ft UTILITY POLE GUY REMOVE EXISTING BUILDING / r r f y ' REMOVE EXISTING WIRES AND OHP AND ASSOCIATED APPURTENANCES ' r 'r 1 r' . � 34 -39 CTR CHANNEL GAS LINE S GRAVEL t, • c ry c R TIE + el 1R EX CB TYPE 2 Fr8' l..EVAT )N=370. r' K / � � (IN F�, OUT S) TOP=3/8,06 iE 373.22 / k% 1t. S'RCP E IL- 372.12 3 E 3 - ` ! i01RIZONTAI iCJCATipN! ' i f EX CB TYPE 2 54'' sTT-7a� a x v- o ,. k OF CLE.AraCiU f(TYFICAL) - f"o f TC+P=3:.81 $'RCP W IE=.3l1,7Ei q. / t I 1 TOP !HSiDE C13=353,44 12"RCP S IE=371.95 tTECT IICON( rRETF FEAR. C Ll t2 RCA N _ SLY-IAf]S T j -� TOP QF i?'C#A>' STAftOPIPE=3a?.fil EXISTING STORM _ BOTTOM 12'(;MP STANDPIPE=.345.v"1 `' T EXISTING ° %� <• F &SEWER LINES " ' ,� �a. IE=346.43 30"rMP N PROTECT �_- „ FIRE HYDRANT IE=340.45 1� CMP SW -- IE 3 $ 35 12 ADS SE �, �- max- - j, REMOVE EXISTING Y� �' �-1 •,` c� �-- CATCH WIN r �I 57&.11? ii �- i UTILITY POLE 0H PROTECT EXISTING PROTECT EXISTING � � r ` I :' .�j U & P UTILITY POLE REMOVE EXISTING .,f 1 - j PROTECT EXISTING ° r l RETAINING WALL CATCH BASINS u' __ o I CD LNE PER AS-AMT PLOS FMW _ - � . � � • � _! i ' � = ... r � � � . � � -'. - � , ' pTYCFED#A15 �7R`,; �� .'. .•r. _-�.. - a I .; - p : j� rU o - - ,, =nr� w1 Af•'P4GtY. mrg iOCA GAS 3 !t" �r r,i CORNER 5-4--05 - �� - r rye AS -fir Pars fnr�r t vc To- � - - J� & Cf�IpJt+iL•'NK FENCE is/ fr" •� � - l- - _- f � I 1.3' S. OF CROP C'OR v- �� - ' I PROTECT EXISTING UTILITIES c� FTi-- �y i + G 3.OT' i -++ ILK FE - Nssbs'a"w 31is.32' PROTECT EXISTING BUILDING U%U PEN A�OAT F ANS MW PROTECT EXISTING TREE ° 58'SHORT PLAT `u PC afrOF ems---- FNCE CROSSES PROTECT EXISTING TREE M N. LIME S. 100' PROTECT EXISTING TREE . V OF lalTpP CDR. N. 3OUT AS AIEAS r' 1 U ALONG W- LINE EX C 5 TY P E i f ASPHALT IE=345.$1 345.81 12"RCP W z IE=345 8, ' 2"RCP T E.� Fn fry :_X CB TYPE l ER CB TYPE } •Y� - - - - - - f TOPT3a3.40-sv-,�, - - m SS 7 ! TOP=34fi-79 �f EX C8 TYPE 11 lE=350.98 12"RCP E � �, ~� _ . 2+00 SD -� I y 1 j r !E :344.36 17--"0+ TOP-37015 }E=363.81 iZ"REF N _ ----- ----- - --- - ----------------------M, c - - ... � N89'06'30'W 90.54' _ ^_- 09 EX S'6Mi� a r TOP=345.94 , � IE=338.74 CTR CHANNEL y�l IE-343,89 DROP N oe3a�.sa ! a ' (IN N, OUT S) �o 2V EASEVENT FOR r EVRESS ANR UTILITY PF^ fJ f �.��iy f / j ' Ex 5SMH RECORDED UNT)E►7 AFh w s % 1OF=346.78 1 DEMOLITION NOTES: 7903130264 IE=338.57 CTR CHANNEL L REVIEW ALL RELEVANT RECORD ASBUILT PLANS AND PROVIDE UTILITY {!N N, OUT z} THE CONTRACTOR SHALL i d �1 LOCATES TO VERIFY UTILITY LOCATIONS SHOWN ARE ACCURATE AND TRUE. POTHOLE TO VERIFY ' E3( ;51I UTILITY LOCATION AND DEPTH PRIOR TO CONSTRUCTION WHERE SHOWN. sMP=34-6.4=0 z !F=338.37 L'TR CHANNEL I THE CONTRACTOR SHALL FULLY REMOVE ALL UTILITIES LOCATED UNDER PROPOSED BUILDINGS ! �.� (IN N, 'OUT s} OR WITHIN A 1.1 RFARINC 70NE OF FOOTINGS (UTILITY ABANDONMENT NOT PERMITTED UNDER BUILDINGS). THE CONTRACTOR SHALL OBTAIN RIGHT--OF-WAY USE PERMITS FOR WORK OCCURRING IN THE RIGHT -OF --WAY, INCLUDING NECESSARY TRAFFIC CONTROL. INCLUDE TEMPORARY PLATES AND TEMPORARY PATCHING FOR PAVEMENT AS NEEDED FOR ANTICIPATED SEQUENCING. PROTECT EXISTING MAZDA STORAGE BUILDING AND MAINTAIN WORKING SALES AREA, THE SITE WILL REMAIN PARTIALLY OCCUPIED FOR PORTIONS OF THE SITE THAT CAN REMAIN OCCUPIED DURING CONSTRUCTION. COORDINATE WITH OWNER. EXISTING PAVEMENT SHOWN TO BE REMOVED SHOULD BE LEFT IN PLACE AS LONG AS PRACTICAL TO PROVIDE EROSION PROTECTION. PAVEMENT SHALL BE REMOVED BY MAKING NEAT, CLEAN, VERTICAL SAWCUTS AT EDGE OF REMOVED SURFACE SO PAVEMENT PATCHING CAN BE COMPLETED. N 0 15 30 60 HORIZ. Scofe In Feet LEGEND CALL BEFORE YOU DtG 811 UNDERGROUND SERVICE (USA) EXISTING CONCRETE WALKWAY TO BE REMOVED EXISTING ASPHALT PAVEMENT TO BE REMOVED EXISTING UNDERGROUND UTILITY TO BE REMOVED REMOVE/RELOCATE OVERHEAD UTILITY (CONTRACTOR TO COORDINATE W/ PURVEYOR) REMOVE CATCH BASIN/FIRE HYDRANT/TRANSFORMER/UTILITY POLE (CONTRACTOR TO COORDINATE W/ PURVEYOR) REMOVE EXISTING CURB REMOVE EXISTING RETAINING WALL z 0 m m u] can v�i � 0- Q A 7. m Z m n 'v, o a Q p CI] 12 LL °J Ls- CJ n n- r Q w n > ❑ ❑ Q CV O Lq W 00 ao Q o U t wrw J Sri O LLJ= I m n � OD o V m _U (F Q] U �a3 iil 0 3 Q 1 Q a O a) co W Z M LL LL 0 00 Z QcT`.eLLuu I..L W Q Z� W Z V W = J V a_ u-0� Z - 0 W V) Q 0- J o� O C c\j REMOVE EXISTING TREES C%4 V LB 2 5 2020 $UCtTY OF F-I iMONDS + APPROVED FOR CONSTRUCTION CITY OF EDMONDS r DATE: BY: C1.00-2 CITY E[VGI E NO DIV4 N PERMIT #BLD 20190887 LEGEND PORTION OF THE SW 114, NE 114, SEC. 29, TWP 27 N., RGE. 4 E., W.M. _ EROSION CONTROL GENERAL NOTES ...r - CLEARING LIMITS �` I 1 �I �� 1. THE TEMPORARY EROSION CONTROL SYSTEM SHALL 13E INSTALLED PRIOR TO ALL I FILTER FABRIC FENCE OTHER CONSTRUCTION. _ _ (PER DETAIL ER-900 ON C1.10-2) - L - - - - " - -- ��s•rP _ ~ - � ,� r'•-' 2. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF ' I CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL I A' , I MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN �i INTERCEPTOR SWALE oti:a S TREP 1 (PER DETAIL 6 ON C1.10-2) - - M _;p CONSTRUCTION ENTRANCE k r�+ -w -- ASPHRi - -�� "•/ a °�' (PER QETAIL ER-901 ON C1 10-2} ��1, ��w $ti " r� , y - FND 3 -1 2 IRON PIPE %,h y / / FOR THE DURATION OF THE PROJECT. 3. WHERE POSSIBLE NATURAL VEGETATION AND/OR EXISTING PAVEMENT WILL BE MAINTAINED FOR SILT CONTROL AND HAUL ROADS. N PROGRESSES AND SEASONAL CONDITIONS DICTATE THE EROSION -- U iAiNL1NK FENCE TREE PROTECTION FENCING _ _ (PER DETAIL 2 ON C1.1 O-2) a_oo`~ -~ism x3,s.7n ^`�"� '1 3� $1 Fa�6 a' CHAINLINK FENCE - f - - T ` - - - �6 �1'i5E A�ypJ 85.D1' -�EBAR PINCHED 0.204 X O,GS'S 3-10 -15 VERTICA1 CUPS SWAN'S ADDITION I 4. AS CONSTRUCTI❑ CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE I CITY ENGINEER TO ENSURE CONTINUING EROSION/SEDIMENTATION CONTROL. 5. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, C F � I x CsDNpp winr Y,ra,3� . I ,, vol_ 1 �. f'�. 1 C 'GROUP24 �S NO 35 ay y REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE 6 RESPONSIBILITY OF ROVED AND ZZ �� CUT/FILL SLOPE W/ DIRECTIONAL ICREIE 7s77 � -� CONC. WILL SLOPE ARROWS )O] FENCE 5 HIGH -� C NCR iE = 37F,4? 6" WIDE 2' HIGH AT CORlVcR 5-4�05 CqN WALL CROSSES NOOD FENCE �� g FL 7.2'S O� NE PROP COR. 7' CHWNLINX FENCE TEMPORARY CONSTRUCTION FENCING a� 7' wrrLINK ONCE , , j// PL 3,98' E. OF PROP -X-X- (PER DETAIL 4, ON C1.10- 2} �D' - 1,4'S 47.1'E of PP.COR. ` \ 2" REB W/ 11t UMZE a ' ,� 5' C LINK FENCE CROS S ' THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APP Ex SSW VEGETATION/LANDSCAPING IS ESTABLISHED. I i TOP=354.05 �r / IE=344.32 CTR CHANNEL. I 6. TEMPORARY SEDIMENTATION AND STORMWATER CONTROL FACILITIES SHALL BE (IN N. W. OUT S) A,� , f ' MAINTAINED IN A SATISFACTORY CONDITIONS UNTIL SUCH TIME THAT THE ohs l f r CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, C T7" _� , S AND THE POTENTIAL FOR EROSION HAS PASSED. IF PERMANENT DRAINAGE FACILITIES PL .05 S. OF PROP. "O i 53 ARE UTILIZED TO CONVEY OR HOLD CONSTRUCTION RUNOFF THEY SHALL. BE CLEANED x 0A7`N OF i �.i Il-111ti�,1's?•-L4�i._ ._-- �. TEMP. CB SEDIMENT TRAP E _ �' w , PRIOR TO FINALIZING CONSTRUCTION. 19 PER DETAIL ER--902 ON C1.10-2 r RTY a E� �N1 r;� � PLAr i . s' N89.O6'13"W 325.B3' 35r.az ' I R - l tiP Er us H J G7 ❑. :�Cl Ln 1 34 1' V I � 1 MAINTAIN ExISTiNG GATE FIRE/AID ADDRESS SIGN REQUIRED. PROVIDE 2-WEEK MINIMUM NOTICE TO PW SIGN SHOP (425) 771-0235 J v L. 377-70 37'Si I a S � N a � "'• Wr� }y 376.10 A SEPARATE R W CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY R/W. I o m CJ ' "��'�LY _.. E OF 8D. "� r`` "� a.s-""` �' `� '--- -- �! ----ss - 7. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ii �dt i 3a5.ui r--__- - ---_ - , ID 1.112" IRON PIPE � .;a 4 4 � � -� �-T - �� -_ = =- I i ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE 4 AT CORNER. 10--27--08 � n 1 �,} k '� �' - ��'-'35s`s "�� 6�� / CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT + NOTE! HELD PLAT IN 7 s � � ;�' ;.� � � � � �. � $ � � LINES SHALL B E C LEA j N89b6 Ti �NO 1/2" FEBAR W/ W AR!_A, OVERLAPS 5014D. LINE � A3b x�;.« h4 �� 1 FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. arnrn ck N[1!.-p ni Cq UJ 14 Q Z o mmCL �V)L00� U � Ck� LIU 5-UJLEE� a -a FF __Ib -GROUP 4 LS NO. 9435' s / ALL CURBS EXTRUDED F rf"/, �_ AT i D�Aik i 5- 4-0' nR 5' CHAINt1P�iC F"E E --�"� ¢ / Ek C6 TYPE 2 48'.ONL£SS OTHERWISE NOTED�54 07 �- - - - _ - _ _ - - - - 8. THE ESC FACILITIES ON INACTIVE 51T>=5 SHALL BE INSPECTED AND MAINTAINED A y'' _ - _- _-- -_ - MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A MAJOR STORM m m 4 ' �' CHAINUNK t-ENCE I' `'4 s F_ 3n.8ff �C1741, - �F� ,s- - - - _ T - �� - ry ,y� r EVENT. � m > N b �n il.a'W OF F�f�i]P..�i3R- 2 FCF CORNER fS SHE yyo`Irj t7.3'W �- f� / . / �' :f 1 >L 'H + �,3,R -1 � �, �. + , y, , k, 9. ALL DISTURBED LAND AREAS THAT WkLL BE LEFT FOR 30 DAYS OR MORE DURING m .o u, ❑ �, ❑ a 3 � �� 0.4'N X 0.2'E Oj roc �� " f f f AR. A �`'��HE PERIODS OF MARCH 1 TO MAY 15 AND AUGUST 15 TO OCTOBER 1 SHALL BE r PROPERTY i3OR{NE{ -�{' _ ' ' �� ' k'' , t tit [n COCB TYPE ? a8" - A�' •--- ` r •Qu - �`/ � �`� �oP= 352.89 � • COVERED WITH AN ACCEPTABLE EROSION CONTROL BMP GROUND COVER (PLASTIC, PLAT 0,16' k .�- --- - - IE=349. {c "U"Oi F' N ! r ` ` r Ir SEEDING, SODDING, ROCK, STRAW, ETC.} AND SHALL BE MAINTAINED THROUGHOUT YTON � •gL },- r'I f. F OI 5U8D. f A`.Si° ALT � { f /f -� {F=3k9.b1 3i3"GMF 5 / �f THE LIFE OF THE PROJECT. EX ; 9 TYPE 2 48" r,_ � �- -�10 '� I ' s` $ ' 10. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. SWEEP OR CLEAN SEDIMENT DR , >` �'' - ,� 5E+ J1� IMMEDIATELY. x f �. -0-CmP ; ' ! DEBRIS FROM ROADWAY ri1G l;2" IiFSeTrT f.N' .�[_�. -}- ■ - F r ; - a: s, / TREE PROTECTION FENCING "raou� ► �s r�,. ,• �:--- 3s3-s� ' l a�•�,s.. I s� St � � ,�, F � f, AaPFIAL PER DETAIL 2, n ctKin]iA s-w35 '� -r55. -� �353.35 ''�-353.R0 > 5U w > SHEET C1 10 2 -r 1� �r 11. PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO ENSURE �' I ` z{ ■vr 1�rf'� 3y� ?� 1 SEDIMENT OR OTHER HAZARDOUS MATERIALS DO NOT ENTER THE CITY STORM 3 _ �' P.�7ivr SrPE ' DRAINAGE SYSTEM AS CONSTRUCTION PROGRESSES AND UNEXPOSED SEASONAL ►QIO F 4' CHAIP4LINK FENCE- �� ,; _ CONDITIONS DICTATE. MORE EROSION CONTROL FACILITIES MAY BE REQUIRED TO NAB +�2020 F f '� _ I _-,,T------- ------ I 70 •° I--�5° p - - F I ENSURE COMPLETE SILTATION CONTROL FOR THE FULL PERIOD OF CONSTRUCTION. IT rQt I I I SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS �R "GRC GATE FOR CONSTRUCTION 4 �" / % r � ,' x 7 n" j y ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AS MAY YI r T ENTRANCE ONLY (ALLOWS' - - �� - / n �,� a' ; �' BE NEEDED TO ENSURE COMPLIANCE. W ro e�` FOR CIRCULAR HAUL _ ;- - - - s `�-- 's'�� f / ' y' / 12. CONSTRUCTION ACCESS VIA HIGHWAY 99 NOT PERMITTED. IF NEEDED, PROVIDE E - ROAD THROUGH SITE) r,=,�I.�,I T � � �, � � _ � - � " � un n 4 1„ .:,;r•I i< ,ti /p` % E ,;,� CONSTRUCTION ENTRANCE PER STANDARD DETAIL ER -901 AND COORDINATE WITH SITE � 0 X GA' OF PROP CORNER ' � • ' �' ¢' tF. ��$ � � EXISTING MAZDA � 1 �° � 3 � $ I i £� INSPECTOR. � � �+ � � , - I I I _ Ld SALES BUILDING 1 t" -' r.l I 13. PROVIDE TEMPORARY SEDIMENT TRAPS FOR CATCH BASINS PER STANDARD DETAIL C v ER-902, FOR ALL FUNCTIONING DRAINAGE STRUCTURES WITHIN PROJECT LIMITS. m AS HAL PRESERVE AND PROTECT Ex15TING MAZDA I °7 aLo 3 _ _ BUILDING. THE CONTRACTOR SHALL N r 1 TEMPORARY CONTRACTOR I ' I ✓ EXERCISE CAUTION AND PROMOTE A SAFE CONSTRUCTION SEQUENCE NOTES m i OFFICE (PORTABLE) I SITE TO ALLOW WORK TO COMMENCE � � , Q jI I f DURING OPEN BUSINESS HOURS £x 55M+� 1. SCHEDULE APRE- CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT a �� g,. / 10 1P 81 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. NOTE: A a T I I f C=342.39 CTR CHANNEL_ PROJECT CESCL WAS NOT APPOINTED PRIOR TO PERMIT ISSUANCE; THEREFORE, THE � f Nry a / (IN N, OUT S) CONTRACTOR SHALL PROVIDE CONTACT INFORMATION FOR THE CESCL IN CHARGE TO -�� C,E 2 SCHEDULE THE PRE -CONSTRUCTION MEETING. ' MAZDA SERVICE `S TEMPORARY eFENCING LOCATION AS _ _ - TOP=351.91 I t CENTER I NEEDED TO FINALIZE SITE IMPROVEMENTS F - -- U - ' 3 TOP INSIDE C8=353.44 I 2. APPLY FOR A RIGHT-OF-WAY CONSTRUCTION PERMIT. PROVIDE TRAFFIC CONTROL FF= 358.60 I { [MAINTAIN PARKING FOR EXISTING MAZDA �� TOP OF i2"CMP STANDPIPE=302.81 PLAN TO THE CITY A MINIMUM OF TWO WEEKS PRIOR TO PERMIT ISSUANCE. 0 STOCKPILE LOCATION, COVER I I BUILDING AS LONG A5 PRACTICAL}, CONTRACTOR I �f 1 %� �5 �^ BOTTOM IZCMP STANDPIPE=346.61 s r' / ` �,`� dE -346:50 3G"CMP W I TO COORDINATE W/ OWNER o� 3. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES & SWPPP. � a W/ PLASTIC SHEETING PER I { I ��` I I£=3a4643 30"CMP N cc a = Fr. ,.:. r...:, "._ _ - IE=34 A5 12"CMP SW c' �' 0 � Ex- I£-348.35 12"ADS 5E 4. CALL FOR UTILITY LOCATES. ©�' ❑ o� 5. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING z o FILTER FABRIC FENCING N A c�tEf N am" ��' ' DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. � q o z z PER DETAIL ER-900�' - A "' p ❑ 1 WHEEL WASH PER ON SHEET C1.10-2 - f _ ,` 1 6. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY Q � 11 CONSTRUCTION EXIT r DETAIL 3, SHEET C1.10-2 STABILIZED CONSTRUCTION ;I ENTRANCE PER STD. DWG. ER-901 ON SHEET C1.10-2 TEMP. CB SEDIMENT TRAP 100' MAINTAIN EXISTING HAUL PER DETAIL ER-902 ON ROAD AS NEEDED = SHEET C1.10-2 (TYP) - - - _ ' 50 � -_ I- 'Y'A,7tY1 A' GASx 41" 3' , .. GATE FOR PRIMARY CONSTRUCTION EXIT. WASH ALL VEHICLES PRIOR TO LEAVING THE SITE -•"g xmw ut- TREE PROTECTION FENCING ' S u_`�'' PER DETAIL 2, SHEET C1.10-2' ,K FENCE CROSSES CH �r I f PL 85.1 E. OF PROP COR. o ¢ = A9.81 1� ASPHALT i X C8 TYPE 2 483 1 CP=370,25 �y IE=363.81 17"RCP N 8------------------- ------ S2. q I \ WP - PI{;9'Uo'3u'' ' aGb.32' MAINTAIN ACCESS TO TRASH p ENCLOSURE OR RELOCATE `'.`'I?' 3{1URT FLAT T-- e } FACILITY. COORDINATE WITH TO 11. LINE S- 100 t OWNER AND TRASH N. ac0' AS WAS, j/ N. W. LINE COLLECTION COMPANY Ex CB -TYPE I TOPm347,99 a IE=345.81 12'RCP W IE=345,51 12"RCr E PERMANENT DETENTION VAULT FOR ' ENGINEERING INSPECTOR. ALL. TEMPORARY SEDIMENTATION AND EROSION CONTROL RETAINING CONSTRUCTION STORMWATER "'Ia/ c� MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR ^ CS T{ PE 3 SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. -348,25 12"ADS N'N - 7. DEMOLISH EXISTING STRUCTURES ' I 8. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. f 9. USE PERMANENT DETENTION VAULT FOR STORAGE OF CONSTRUCTION RUNOFF. 10. CLEAR, GRUB &ROUGH GRADE -- SITE. RE -VEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER W Q '- r FD- / EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW). �-- F° Ex cl3 TYPE t 1 1. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE t. TCP=348•�s IMPROVEMENTS. MAINTAIN EXISTING FRONTAGE FOR AS LONG AS PRACTICAL SO THAT W T F° T _ � i'f, f - !E•-344.74 12"ADS W NEW IMPROVEMENTS ARE NOT DAMAGED BY CONSTRUCTION. C� DEVELOPER 12. FURNISH UPDATED SURVEY OF UTILITY "ASHUILT" PLANS TO OWNER (DEVELOPER). w PRESERVE AND PROTECT EXISTING MAZDA �� DETAIN RUNOFF FROM SITE IN PERMANENT DETENTION VAULT I Z BUILDING. THE CONTRACTOR SHALL �' THEN DISCHARGE CLEAN STORMWATER TO THE PUBLIC STORM EXERCISE CAUTION AND PROMOTE A SAFE SYSTEM VIA EXISTING STORM SYSTEM UNTIL THE PERMANENT 13. CLEAN DETENTION VAULT OF ALL SEDIMENT AND CONSTRUCTION DEBRIS (REQUIRED C= SITE TO ALLOW WORK TO COMMENCE U _! STORM SYSTEM IS ONLINE. ALL DISCHARGE SHALL MEET BY CITY . > L_ j DURING OPEN BUSINESS HOURS' ' MONITORING REQUIREMENTS OF THE SWPPP. CUT & CAPCITY- EXISTINGCL STORM LINE PRIOR TO PROJECT COMPLETION 14. SUBMIT UTILITY CLOSE-OUT DOCUMENTS TO ui (� V I q� I 15. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO RE -VEGETATION OF CI] ENTIRE SITE. Q C) 7 Nt W ' 16. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION Q r 1ejCONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND N cs4 APPROVAL BY CITY INSPECTOR. N GATE . U CB TYPE i u C- -` __ - - - - - ,__ 1` f _X CO TYRE 1 TOP =346.79 BUlLmmGDEPAk { ---- TOP=353.4f> `� - �sp___� 55 ° _ ��rfIE=344.36 12'b# CliY4FEDMON:-'. 12'RCP c 1 �'f --� �i■ I£=350,98 yF; 44 G ,� _-- �45 --SET 04 TACO & SHINER 5-4-05 r I - - - 3,52, ----- --------------------------- ----�--- APPROVED Fr) CONSTRUCTION ,0' E_PSCMENT FOR INGRESS, E r, N89'06'30'W 90.54' ■`r 5�.09' / Ex SsmH TDP=346.94 CITY OF EDMONDS I£=33&74 CTR CHANNEL t BALL BEFORE iE=343.89 DROP N DATE: / (N' 4iaT 5) 0 15 30 60 YOU DIG 811 BY� C1,01 2 Scale In Feet UNDERGROUND SERVICE (USA) CITY E GI Y RING Drws+0-N PERMIT #BLD 20190887 PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. ID 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE SACKFIL.L MATERIAL NOTES 1. SHALL MEET REQUIREMENTS OF BMP C233: SILT FENCE. FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE NOTE$; 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILL FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTAM. BEFORE OTHER WORK CAN BEGIN REVISION DATE FILTER FABRIC FENCE ANUARY 2018 CITY OF EDMONDS FILTRATION SYSTEMS PUBLIC WORMS STANDARD DEPARTMENT DETAIL APPROVED BY. R. ENGUSH ER9 0 0 METAL SUPPORT POST 6'-8' ON CENTER SPACING, MIN 5' HEIGHT BARRICADE FENCING (ORANGE CONSTRUCTION FENCE) MIN 4' HEIGHT SURROUND TREE OR GROUP OF TREES AT DRIP LINE OR AS SHOWN ON PLANS NOTES Li 1. FENCING SHALL MEET REQUIREMENTS OF BMP C103: HIGH VISIBILITY FENCE. 2. A 4 FOOT HIGH TEMPORARY FENCE MUST BE PLACED AT THE DRIP LINE OF TREES PRIOR TO THE COMMENCEMENT OF CLEARING OR EARTHWORK. NOTIFY THE CLEARING AND GRADING INSPECTOR TO GET BOTH THE INSPECTION AND WRITTEN APPROVAL OF FLAGGED TREES AND TEMPORARY PROTECTION FENCING AROUND TREES TO BE SAVED PER THE APPROVED CLEARING AND GRADING PLAN. 3. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED WITHIN THE LIMITS OF THE TEMPORARY FENCING. FILLING, EXCAVATION, AND CLEARING MUST BE ACCOMPLISHED BY NAND METHODS ONLY. 4. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION MUST BE TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER I" IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF THE ROOT ALL EXPOSED ROOTS WILL BE TEMPORARILY COVERED WITH DAMP BURLAP OR WOOD SHAVINGS TO PREVENT DRYING AND COVERED WITH EARTH AS SOON AS POSSIBLE. 5. SEE SHEET C 1.00 FOR LOCATION OF EXISTING TREES TO RECEIVE TEMPORARY FENCING. 6. SEE SPECIFICATIONS FOR PRUNING, WATERING AND OTHER MAINTENANCE REQUIREMENTS NOTES I. SHALL MEET REQUIREMENTS OF ENTRANCE/E"" L -EMP C105: STABILIZED CONSTRUCTION .Ls A TH IN 7E RILL WIDTH DRESS/EGRESS DETAIL NOTES: a THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. ATS DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. .NOIE 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 PERMIFfEL1. 2. MAINTENANCE -- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE ANO/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING W" ADDITIONAL {QUARRY SPALLS AS CONDITIONS DEMAND AND NEPA)R AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/Oft ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED iMMEOIATELY. 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 SPW_L5 AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SMALL BE PROVIDED AFTER EACH RAIN. PROJECT S12E MIN LENGTH OF (FEET) QUARRY SPALLS" [ 1/4 ACRE 30 [ I ACRE m [ 3 ACRE 100 3 ACRE L 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 WORT{ CAN BEGIN STABILIZED CONSTRUCTION REViSION DATE JANLr Rs Y aa, CITY OF EDMONDS ENTRANCE PUBLIC WORKS STANDARD 4T.. DEPARTMENT D ETA] L APPROVED RYA It_ ENGLISH ER---901 MINIMUM BOTTOM DIMENSIONS = 1 O'x5'x3' 3:1 SLOPE SECTION A -A 1. SHALL MEET REQUIREMENTS OF BMP C106: WHEEL WASH. 2. INSTALL ADJACENT AND DOWN GRADIENT OF TEMPORARY CONSTRUCTION EMIT OR SINGLE FAMILY DRIVEWAY AND AS CLOSE TO PAVED R.O.W. AS POSSIBLE. 3. MORE TRUCK TRAFFIC MAY REQUIRE A LARGER AREA. 4. SINGLE FAMILY DIMENSIONS MINIMUM 6 FT x 3 FT x 3 FT 5. REMOVE SEDIMENT AND DEBRIS FROM TRAP DAILY. PROVIDE CLEAN WATER AT THE BEGINNING OF EACH WORK DAY. DISPOSE OF SEDIMENT AND DIRTY WATER IN ACCORDANCE WITH LOCAL RULES AND REGULATIONS, DO NOT DISCHARGE DIRTY WATER TO THE PUBLIC STORM DRAIN SYSTEM. (7� TRUCK WHEEL WASH DETAIL lll_: N.T.S. . 18C3 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (NP) arm 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 BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-902 12' MAYIMUM TOE IN SHEETING IN 4"X4" BUILDING PAD TRENCH A MINIMUM OF 8' rlO' MAX CONVEY RUNOFF TO SETBACK FROM TOP OF SLOPE. BACKFILL WITH WASHED ROCK. APPROVED LOCATION. 4' MIN. SETBACK FROM TOP OF SLOPE TERMINATE AT LEVEL AREA. FOLD UNDER 4" AND STAPLE AT 12' INTERVALS. 10' MIN 3' MIN PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED NOTES 1. SHALL MEET REQUIREMENTS OF BMP C123: PLASTIC COVERING 2. TIRES, SANDBAGS, OR EQUIVALENT MAY BE USED TO WEIGHT PLASTIC SHEETING. 3, SEAMS BETWEEN SHEETS MUST OVERLAP A MINIMUM OF 12" AND BE WEIGHTED OR TAPED. 4. PLASTIC SHEETING SHALL HAVE A MINIMUM THICKNESS OF 6 MIL. 5. DUE TO RAPID RUNOFF CAUSED BY PLASTIC SHEETING, THIS METHOD SHALL NOT BE USED UPSLOPE OF AREAS THAT MIGHT BE ADVERSELY IMPACTED BY CONCENTRATED RUNOFF. 6. IF EROSION AT THE TOE OF SLOPE IS LIKELY, A GRAVEL BERM, RIP -RAP, OR OTHER SUITABLE PROTECTION SHALL BE INSTALLED AT THE TOE OF SLOPE IN ORDER TO REDUCE THE VELOCITY OF RUNOFF. FEB 2 5 62,1 EIUI DING CITY OF EDMOND:` APPROVED FOR CONSTRUCTION CITY OF EDMONDS aQ p ail m m �V)V) uj n- c i c� m m ,r= v Z C? 3CD a' � °0. LL m to Woo �i to 10 al � V J H7 O W 193 � `0a m ul0) c to C-4 x 3 . in o U Ill 0- m c9 � Sfl O o 67 QLL 2�n L� �QZ!o zz r = °0 <CNa wQ z= U CD W 2 U V W V � a 0 � N N �5; N W J Q W U W W DATE: 1l��ri11_I� CITY _I�-. Cl .10-2 PERMIT #BLD 29199887 019 PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. 7 7 SIREST SW I �- -- NasVs'32'w 43.83' �� 4�. �� - - - - - FND 1 /2' REBAR W1 CAP 1 I ■ -T LS 180777 U.D8'W X 0.06'58 s �ASf�HAI.� j l; . �_ .�' -•'! W��1� _ 5 -• _ ��'I • ID "• �,'a• � � Jry -�.-- FPIr] i 1 � IRON r!PF �n , -'^ =i' 1`�' '°' I - " " PINCHED 0.20'W X O'.U3'S --4' C}i�,&INK FCNCE y�9 ' Fix=L l,fllhal.il.l ( 1 F'ri(:'f _'�'' �, --VR7ICAL CURB - - �1 {�i F 1NAI�1_`� ADDI T ION I /1 a�x a n 55 .Uu' E CONIC. WALL_ f16.01' 511 ,37 1 ��` VOL. 16. ��, 110, FND I IV REBAR W1 CAP / t I , �, 1 6" WIDE 0- �� /_ � I `GROUP 4 LS NO.'.)435* ! - - LONCR cQN�. WALL I AT GnRNEI�-a-a. / e n �. in 5, HIGH 37►�,77 -�- 372.'? 5 6" WID'c $' N+GFI Ex 55fH _ ' 6' WOOL FENCE �c �� ; ali d ts.05 Lor"� - " f C1NC WAtt CRi755F` 6' W11100 FENCE. 7,2'S i3�PJc PROF . f ff HAINLINK FENCE.FENCE.CROS'SE$ s�' �' IUD 344.32 CTR CHANNEL. �-_ r f . s �� 7" , 7' '!i�Nl!IV1i N1�E 13� I PI.. ;1.98' F. �1r �'Rt?i'. Gi1{i. s F a � '.rN N, W. � _ -� is w E /2" R[20 eA N' 1w ' pm ie■r ' I 2� _ 9'i X U.07'. QF _.�.. - _ 7' CHAJNL!NK f•_NC , I PROPERTY Ct71�-_ ,v � �3b9.g� � �� I � �� = l ASPNA.LT 10-�7-r15 r�1�'` �- �' >z� PLAT O.�Y� -� 3° N89'06'13"W 325.8S 557-A� 11 _ -4' -' :�..,.; FDUI4i] 1/2� REBAR W� 3a1.G1 i 5s ,� fFND I-1/2' IRON PPE s 7'4� r ! - � ___ l F 574 ,97 �1`�'LL�aa * AT CORNER- 10•- 27 --05 CAR` "C&C LS 180T _ - ,. F,R 1� NOTE: HELD F'LA1 IN 1?J�S AT CORNER 14-17-05 `` "t x �p u, x N$9h06 Z'W ' ND 1/2" RE{3AR W1 CAP AREA, OVERLAPS SURD: LINE :... '•. � �' �' $� "" ' r' ! 5'woC; s 'GROUP q L5 t�G. 9�r35 I 1 ALL CURBS EXTRUDED "r °,`a� ✓ PAT CORNER 5-4-0 - �.'� � � � E �� FcA4CE. w x x rc`a+ r� FX C9 T1'FE L 48° UNLESS OTHERWISE fVC1TECi �f ` - art -� x �- � _. I � PEDESTRIAN WALKWAY W/ �-� .,: � � � ;� =354.1 y ` IV/ 2% MAX CROSS SLOPE ' �_ _ --- �._Ylf_ _ _ ,n y-` - CHAINLINIC FENCE 1-� �a'S IE==349.88 30' Cf�}' ° <,�.�`' � v- -p 4,t r l R _ �` Sail AMENITY SPACE : -- / 0.2'W Of PROP- ��R. � � FCNCE CCYf2NER t5 , .I f 435sst b�� rlrr I Q_ 0•4'N X 0.2'E 071 .Y - +iE PER ARCHITECTURAL `} y, 4, o + = PROPEf71Y CORNER -' a• F ' • 1 _ A R. . A Ex f,8 1YPE 2 48' ' ``� 9 f PLRT C�.1�' OP=352,89 r 'j 38a.0.5 3b7 NLINK F ,.< r.` E OF SUOCi- f� ASP A IE=3�9.t2 3ti"L'�4F' NW ¢ 1 ! n f L 7 �. 1 LE=349,01 30'CYP S r; A UliFli - 1a •. _'-. ■,•;+is'':•. - y'V� _�....,. �` ¢ 3 r= { i �� 1 1 I 'Li, t• { r £x CR TYPE 2n 3D"CMP W fE-'49A0 ' x t SITE STAIRS �_�•.. y;,'' ;, /� >R� 7 -' r�.�• �z �incr. .. � �•'� . • � ,! 1� � �OAGI�fF� SC c "i.NER 5-•4•-05 � - -� - � :•.r.' * c� f _ ASPHALT PAVEMENT - • •'c. -V �+353.96 " F353.4E1 I 303Q1' w - SEE SHEET C2.21-2 TYP - PROPERTY LINE OA�Pvr sr,1F A SEPARATE R/W CONSTRUCTION •' ` • .:- ys - �x. �' ,�'177 OSSWALK 1 f' CRdSSWALfC 's•'.;a'.,,.,. ,r :�r'...f:.::.., PERMIT IS REQUIRED FOR ALL �� 1 /z• REBAR W/ cA STRIPENG I�� STRIPING WORK WITHIN THE CITY R/W. GROUP 4 Ls N0, 435 T CORNER- _ - - FIRE RISER ROOM �1) ADA PARKING STALL ry�u ` ' WITH 8' VAN STRIPING 4' C1rAbN}dti11C FENCE IS O.o'S. � � �-- 1 I_ x 0.1 � Oz ?P,;,, ®8,5'xi fi.5' 1 $ STALLS � I „ �5.1 _ { f 25" TALL LOADING DOCK I CD j EXTRUDED CONCRETE CURB y ACCESS TO LEVEL 2 I I SEE SHEET C2.2O-2 = cd HYUNDAI SALES & SERVICE � � `! � �'�.,.,, � i IMPROVEMENTS UNDER � r Fk G8 TYPE 1 z= x . ",. .1 ;:t: - .•.; ; , �> B P # H LD 20190120 7pP=378.41 tE=,774.57 � q.��;.•.s�.: ��.; �'�';F' ..�;�:�_ •:;;..;;'- a R0P E J - ti . �;�.� �R ,g.: -.• u . , a GRED 'J & 1 .A �`: S ROL�-UP DOOR I ri 1 4 WIDE WHFTE .;H�a MATCH EXISTING ASPHALT ' BLOCKOUT INTERSECTION STRIPING (TYP} N. 9369.56 NEW MAZDA 1 f `' , 5 H Ir E. 10202.66 : �`+ SERVICE BUILDING �• L 5 M LEVEL 1 FF=358.60 4a WIDE PARKING F _ ' ' �-� !E-342_39 C1R CHANND EX c8 TYPE 48" L. ;� s` _ _ ON N, OUT :S LEGEND 7C1P=37&.f3�i !£-373.12 -'_ . A.,• : LEVEL 2 FF-370.60 i I I STALL STRIPING ft_ r- 1 �r 8'RCP E IE= 372.22 ! - 3'L r 8 TYPE 2'.. . 8"RCP W !1=371.78 �� 17.7n . : ,.? ti= ' r d GRADE INVENTORY STORAGE `'f: '. CONCRETE ACCESS RAMP IVRCP S IE3371.9fi Ar.- ;~.. I m...... ■ . TOP= j5;S.9'I <; :• AREA SMOOTH AND FINISH W 't` :�•'i :":r:. ':.; SEE ARCHITECTURAL PLANS ,�-r TOP INSIDE c-��,q4 PROPOSED CONCRETE PAVEMENT 12"RCF N T } I I RE -STRIPE PARKING : �. TOP OF 1 z'c �1P SiA,�1i7PIPE=35:.81 CRUSHED ROCK SURFACING T.Y Y I' :# ;, RU .a ^, :Y:..; I EXTRUQED CONCRETE CURB I STALLS, SEE SHEET .' 4 , - ' �� OM. 1� c PIPE-)46J, zr" fli3 " N!P SFAtdD r �.r :�. - :µ:°:� I SEE SHEET C2.20-2 C2.01-2 (TYI'� _ ': 5Q, rr� �, L;:-346.50 30">: NF' W N f MATCH EXISTING i ,, 1 - IE=_k46.43 30"c:M N w ;Y- =;r g I ... .._ . s' _ -' z' r i I f PROPOSED ASPHALT PAVEMENT a>Io-s " ` 1 i =348 35 t 2 "AD � w Y,' r 1�r -� -1 �Y - ' Q t .... F, PROPOSED GRAVEL_ I INVENTORYAGRED A& 1 VEHICLE y' INTERSECTION STORAGE C rtaN sp - r:i rr STORAGE AE�EA <;' ENCLOSURE i 100=354.64' 3' TYPE III N: 920fi.92 I IL =345,1 a 4a.o3 LANDSCAPE -�} 'F ,.:�.�>ti : :Y ��:=' E' 2 2 ROLL -UP DOOR GRID A & 5 IMPORT TOP SOIL PER 8MP T5.13 �^i,' 4ry.'._: j'. h+ I] INTERSECTION IcJ & HYDROSEED PER BMP C103 BUFFER r= " '.� N' 05.89 I r OR PER LANDSCAPE PLAN 92 � x 0a TYPl: 1 E: 10268.28 �= TOP=350,89 9 f - ;; . CONCRETE BLOCK RETAINING �A- I 3E-34.2 t7"ems NW WALL (DESIGNED BY OTHERS) I LL�_ SITE LIGHTING PER ELEC'L PLANS (Yi7lY fGltFiYIS `.w ;r,.J• �:�:: _•4 VEHICLE & PEDESTRIAN GUARD RAILS, SEE SHEET COIL STORAGE r 2.10`� d j s 7Y., Viz''• '.. i,'>• t, t'- - 1 .. 2.. ENCLOSURE . W- . f r, � f - 1•• 5 APl'�i 1�fA7r lik;.ST1[mJ a Cis ,i '4•' :. '' .. �. •., _ � _ � .:. % • e� f � �,� �.�f.'l4Y7 FS;ETi�"'i' i •_:' : ",-,y�•',-.- iFl---= : •r•7•' }` $ ,,�__' i!]-: POW?�-�� FRONTAGE IMPROVEMENTS :• _�w` �' INSTALLED UNDER BP ::;. : - _ _ ~`•^ ; ,h: ' �' =-w:: I ° "' - _" _ BLL720171119 • - - - • : �� : i f Fo ~- r (2) ADA & PARKING = w`Yr ' ="r> ° E.A :.., 1 ca rr�E 1 _ �,... . ,3 , -6, 3 I ! a n - TOP=348m4S 3.m' - -- --' ' _ -s -' f STALLS g 9 x 1$ , - -~ - _ F k �.- :- - F° ' IE-34 i, 7 2'ADS W E r ZN . N89'06'30'W 06,32' u r� L�cn �+ r METAL CAR WASH CANOPY t,E ffR . S-48 T I � � DESIGNED BY OTHERS DUMPSTER ENCLOSURE �_ i J �' C irNICNGE CRD55E5 ( } INSTALLED UN DI=R 4 ry N + < I nL 85.1E. OF PROP COO. BP #BLD20171119 MAZDA SALES BUILDING I IMPROVEMENTS UNDER rr° v�y sa.at {�i ,;jIaZ,Z - Z r7 BP #BLD20171119 ' 1� 3' TYPE III LANDSCAPE 13UFFER C2.0 III � mw .�7 T 1 !� FRONTAGE IMPROVEMENTS 1 + a INSTALLED UNDER BP 2 +a _y 1 B D 0171119 r �IIIfi � � � a >� = t ® � ��_ ■r � �r ear �aRr >� � � � f>� � �r �r � � �r � ' 45Ph!,q! 1E=345.0, Psi'RUF W �� ,;:1• a � x .cr I �C=345_81 12"RCP E _ ��' . 4' TYPE N LANDSCAPE BUFFER C-AAl . - j 1 x GB TAPE i TOP=35314i! I� SS � J�y� TOf'= 34♦ 9 EX C8 LYPE 2 45' I tF= 350.48 ; 2`!3CP E �' !i4 TACK 1SH MP=370.w +' '° v J� 4_ � -SET C4 7ACk & SHLNER 54-^.,5 3�t-4 f �T 7 �- IE�363.8 ??"RCP N - - - - - -- - - - - - - - - ---- rt'-- � I - - - - - - -- - - ----- ~ - --- - - - -- - N$9'66'30"W 90.54' .{}9' i EX 55#sIH ¢ - - y ,�a <9Rff71s'iR E'er TCIF=346.94 Lj fE-33837 CTR CHANNEL 3.89 (IN N, OUT DROP N I 20' EASEMENT FOR !NGRESS, // ■ EGRFSS AND OTILITY PER Sp�I � �7 ��O� / T �� Ex SSMH RECORDED UNDER AFN �/ +:o v� / � , TOP=346.78 I 79G3'13C2Fi4 - iL=336.5i yTR iAN IEL I 1 (IN N, OUT 5) n 1 3 TQP=346.40 I ' ' !E=338.31 CTR CHANNEL / 1 ❑ 15 30 60 HORIZ. 1 / Scale In Feet I � � -- FENCE PER ARCHITECTURAL PLANS CONCRETE VERTICAL CURB ASPHALT MATCH LINE (MATCH FLUSH TO EXISTING ASPHALT) LANDSCAPE BUFFER LINE PROPERTY LINE (�A) + -- BUILDING GRIDLINES I SEE ARCHITECTURAL PLANS Co � m m m 0 U) w m U M rV Z Co a � m Z in ro m O o G tiw ` a KD ff 3: 0- d J ❑ ❑ < CV C] Lq o�y� 00 rn Q o u 0 W { V) 0CC)❑ 0 m-.4-� .-, �! L[] � 3 3 x m son LEGEND W Q LLJ W = U V og � � W V er NOTE vi a_ ALL EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT Q FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED ❑ r AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. N A SEPARATE R W CONSTRUCTION PERMIT IS REQUIRED FOR ALL CCV WORK WITHIN THE CITY R/W. C C\1 lla 'vISM EEB 2 5 M20 C,L11LDING D ENARTMEN APPROVED FOR CONSTRUCTION i CALLBEFORE CITY OF EDMONDS DATE: YOU D,jG 811 BY: `2.00-2 11NDER�0O1 INa SER11I(%E �I IQ CITY EGrNAERING 111VISION PERMIT #BLD 20190887 PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. 1 j r[�fiAlt w7i ; + 9.05' S_ CAP"cam:. I s r$077" a' CHAINLINK FENCE 00 �� i PLAT f� S � � I �41N N89'06'13"W 325.83' ASPHALT�a `7�� -{,5�� L TS" r+F. lJf ?IJBID.- " x x - " 4. F 1--1/24 IRON PIPE - �- 1- -05 7 vl �ti + ?icy •g7 �� i 54.' [a' �� AT COINER. 0 2 r !1R I l .�r� . 7,-1 CJ, t y' FIR • �� ^ ,��. • J IlR ( } ' r ' '�` NO fL: FIELD D �'L AT IN TH ti --- x N89 Ub 32 W 1 AREA, OVERLAPS SUBV LINE � 112' REHAR W/ e,� : f -� • RA W{��30 I 7 E "GROUP 4- LS NO. 9435 _i• �� ! Al CQRN£R 5-4 �� 1 . 'I � F"I ) CHAINLtNK 1 :� vrrP n r- - iJFI. t>f�F IFS ;1 PENCE �" _ x x k _ x . '' . •. c,� ~�. u C6 TYPE 2 48" 381- C1 ? q� ' z THE CONTRACTOR SHALL NOT P-31:4.17 r' DISTURB ROOTS OVER 1 "0.�,�€� ��1 _ �� 846 5�. k COORDINATE WALKWAY INSTALLATION 1.';¢r !" Cs•fA.NLINK FENCE IS 0.4'S � IE= 49.m 30" Qmp L �(, � �r• + , WITH ARBORIST TO PROTECT _ i �• •:`: o .- x .2'W 0P PROP. COR. _ { FIB S N E �j EXISTING TREES CONCRETE WALKWAY 11rt CO 1 - --� + 00-18 - SEE SECTION ::Y' -1 355.81 n o n ` �1 G 2a' - U1a HEMLOCK ON SHEET C2.10 2 �1Sfi A f � . r`-'� oi r l SITE AMENITY SPACE, SEE ARCHITECTURAL '0�1;,' Lo rn n 3 ? g'1g 368.I_ PLANS. INSTALL W/ARBORIST SUPERVISION •,, PLAT 0.1 6 TO PROTECT ADJACENT TREES . OF SURD, �" f HF►�L i ASF'I-i I FF=367.50 .. _ 0) LOCK s r�. J- • �L '� . SITE STAIRS ��' SEf� ` 1I 2 a`I `� + � HEMLO TOP STAIR EL=367.15 uC ?Q HEMS K 42" [R - - --- i. �:ar°' -,, _ BOTTOM STAIR EL=364.65 - sl-�= , � � SEQU A (STAIR DESIGNED BY OTHERS)' .•�, �HELOC}t FND 1; - 1, - 7 SEE LANDSCAPE PLAN _ - 76.13 "OROU9' 4 L�, _�_G.. �415x - . jf7 x _ 354.6 _ 3 TYPE III 5 '- _ , . I �' • . - ' . . • .. ,:'.: "�` �. s �, n � � -- -- �- . BUFFER IMPROVEMENTS If' r - -- u `a LANDSCAPE CONCRETE RETAINING WALL WITH . 35 �.9 �� , �! PEDESTRIAN GUARD RAIL i BUFFER TYP \ f 1 GUARD RAIL (DESIGNED BY OTHERS)PA PV PATCH EXISTING ASPHALT ?' CROSSWALK STRIPING MATCH EXISTING GRADE ' SEE LANDSCAPE PLAN � PER GU-410 SEE - - -- - - . _ - u� 4 . �. I . *�� r '; - " . :.. �.r . ' �'' r .'t �-'l BUFFER IMPROVEMENTS SHEET C2.2O-2 .� _ J•.� �, .r .c,...'. r v c' �• • SEE SHEET C2.21-2 :-�'s` n �::• a. MATCH FLUSH TONow - rF+ : r CONCRETE EXTRUDED CURB f �y FOR ADA STRIPING-- *' E TOP OF C RB ::` SEE DETAIL TR_ 522, �. � � & SIGNAGE GRADE c --�� .� - � �- Y I - c»Ug 4 _S No. 94i5'a 1 � CRO55WRLK ON SHEET C2.2O 2 -� -- - . JAT CORNER. 4 ®2� MAX SLOPE T t STRIPING - - - - - 0.5 �. SITE LIGHTING .� A r .49 ..:.: BbL 3i�1. (BY OTHERS) ---- --- . -- -_. \=360.04 2 CONC. ,.. -<STAI R5 14.3' / ` 367.41 11.so% 360.01 r = BLOCK OUT STRIPING FOR 4 ! ' + i I CHtSii�! INi� 6' 3fi2.D8+; '-.r i • - T R ACCESS TO INVENTORY 3s9,3s 369.23 �, - 361.08 ! ? MATCH EXISTING GRADE 8.5' STORAGE AREA 369.52 360.04 FIRE RISER ROOM �, FF ELEV= 360.06 j I n FLUSH ASPHALT/CONCRETE 24' i, �� 6 28' T TRANSITION` 1 368.41 . �� :•.; `�'' .... _ 369.31 e e368.50 368.58 1.50% 3fi9.1 fi LEVEL 2 358.58 FF=370.60 z FF=358.60 - _ 389,04 (R 4 RISERS AT 5" TALL 370.5a ! ARCHITECTURAL PLANS SEE A C � - FOR STAIR DETAIL 25" HIGH CONCRETE ! I _. •'.� • 374.55 LOADING DOCK ! ' TOP EL=370.58 370.58 BOTTOM EL=368.50 ! WHEEL STOPS PER DETAIL PROVIDE 24 WIDE THICKENED. ; _ "" ! so } 4 ON SHEET C2.21-2 (TYP) ASPHALT EDGE TO ! I REINFORCE FOR VEHICLE ,•::r., I TRAFFIC [ADD 2" THICK HMA} 370.61 F ' -- I 4" WHITE STRIPED WALKWAY [ � u y�:,� 4 THICKCONCRETEWALKWAY .... • . ",-" •-.��. 35s.5a SEE QETA L 2, C2.21-2 ; : _ SLOPED AT 2% MAX CROSS SLOPE 37 .95 ' . I- 377-70 1774 xw ��. I� 40.84' I� I 1 I I i I I �a q ASPHALT PATCH FOR STORM LINE 11� T • : $,ppx` .: ,..:•. , ." ... NEW MAZDA I I .-"o SERVICE BUILDING FF= 358.60 I 4" CRUSHED SURFACING 1 ! I A SEPARATE R/W CONSTRUCTION TOP COURSE OVER �= 370.60 PERMIT IS REQUIRED FOR ALL a ' ` ' + ! COMPACTED SUBGRADE t '�� ' I • .. . ,• : I 355.57 �. WORK WITHIN THE CITY R/W. �� o BLEND SURFACE GRADING " TO MATCH EXISTING GRADE Y� ` z ' " ! AND ACHIEVE SMOOTH _ 374 2* } 370.2i 1 s' ' h,+ 1 % 6 l� CONTINUOUS SLOPE VEHICLE INVENTORY = ; - : ,; °R1DG.; LINE STORAGE AREA ;: #` -' STORAGE ENCLOSURE _ _ _ • - :; = .ti' r.::., ; :... ; < • :.. :: Z -' (SEE ARCH'L PLANS) 28.12' -1 _ _ •' • . r. MIN.. ROLL -UP IL STORAGE DOORS (TYP) ENCLOSURE c i s~ .=r`', ' `+ ;� :.:_ : `- ',;'.. :.. f' (SEE ARCH'L I'+ r ,.' Y... v . `..J. = 369.50 . ` PLANS)! CD _ " i ~ ; a voo 358.58 357.70 ,• r w.ti • •'.::•: apt 4" WIDE WHITE PARKING STALL STRIPING (TYP) t 'Iq �LZ'-- f CONCRETE EXTRUDED CURB SEE DETAIL TR-522, ON SHEET C2.20-2 I P i .t .... ... ... . �• _ 4 355.3 , 7 35 .5fi I v :a 35$39�.w r: ' _ :� .. _ ._ y ` I 35fi.34_ 357.13 'VEHICLE/PED GUARD 7- , ........... � I � �'�7 r= ?' 4s • 3-1 RAIL, SEE SECTION �.` I h -F :' : ".: ' " +� .10-2 358.22 ••: 357.94 ri MATCH EX GRADE • �- • ''- ,'� ' 4 ON SHEET C2 -� � HYUNDAI SALES & SERVICE IMPROVEMENTS UNDER #BLD20190120 :. ....... .. ............�' r�' FD 357.8U 357.47 - 6' CHAfNt,IIVPC EI4CF IS j �• _ _ • . _ - _ _ :;. %.�:•'i..{ �: - a' t.3' S. O PROP CORNIER .. r �• . �I. . 1$' ;r...s: ' fr%,j -F FD- FD] 357.161 FD- 3 .01 �' CONCRETE BLOCK SITE LIGHTING f T 4 WIDE WHITE',- 6' CHAINLINK FENCE /r 1 f RETAINING WALL SEE (BY OTHERS) N8 '9Fi'30"W 306.32' BLOCKOUT STRIPING taq L. :�1'' rw ! "- �, 3' TYPE III SHEET C2.22-2 a �` `� CONCRETE VERTICAL CURB i I 'i�' ?:p LANDSCAPE TW=366.00 METAL CARWASH CANOPY DUMPSTER ENCLOSURE WA I +' BUFFER (TYP) 7s BW=358.22 SEE DETAIL TR-521, (DESIGNED BY OTHERS) INSTALLED UNDER I { ON SHEET J C2.20-2 �BP #BL020171119 I FEN CE r�e CROSSES 6" THICK CONCRETE SLAB s' cHAlI ` r PL 85.1' E. OF PROP COR. N- 30� AS MEAS. ! f SEE DETAIL 2, C2.21 -2 ALONG W. LINE001 ,Q- I f 369.83 �l' I I I I �i MAZDA SALES BUILDING IMPROVEMENTS UNDER #BLD20171119 F[1 FQ---- k--- Fa-- ID-f Fr, - m---- LEGEND - PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT ." PROPOSED GRAVEL IMPORT TOP SOIL PER BMP T5.13 & HYDROSEED PER BMP C103cn "' R (OR PER LANDSCAPE PLAN) m ui SITE UGHTING PER ELEC'L PLANS x PEDESTRIAN FENCE PER ARCHITECTURAL PLANS GUARDRAIL CONCRETE VERTICAL CURB - -- - - - ASPHALT MATCH LINE (MATCH FLUSH TO EXISTING ASPHALT) LANDSCAPE BUFFER LINE PROPERTY LINE CONSTRUCTION NOTES: • ALL EXISTING FAILING, DAMAGED OR NON--ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. • A SEPARATE R/W CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY R/W. • UTILITY PATCHES WITH LESS THAN 20--FEET OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH ROAD OVERLAY WILL BE REQUIRED DEPENDING ON EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTER LINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. • SEE SHEET C2.00-2 FOR SECTION CUT LOCATIONS 4 N y 1� ' 0 10 20 40 HORIZ. Scale In Feet NI - rfl a T 6 m Cs ['V C? � a Wcc cc m 0 (g) rn � u I u o mLLI N � v ('C � U Co 0 U Cq D 3 m CL 76 0 LL! LL_ z 0 F-- z 0 c� W Q Z 1 3: < o (D �w w = Y 0 C) Z or L ❑ W 0 � RFV6 �. U) nQ 06 BUILDINGUEPAR' ❑ � CITY OF EDM&h ,fi CN Z CALL BEFORE - YOU 811 UNDERGROUND SERVICE (USA) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 1 Azo BY: 0 voki - C2.01-2 CITY NGI JIERI G tSp N PERMIT #BLD 20190887 PERMIT #BLD 20190887 PORTION OF THE SIN 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. 2' 12SEE NOTE 12 10, 2-7/8' f g" 5' 2-7/8"-I1-r I ��1�z"-� FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1 /2' 8. SEE NOTE 13 R=1-1 /2 LINE. ALL EXPOSED VERTICAL EDGES SHALL PG 64-22 2' MIN SAWCUT 4- 2" BE TACKED NEATLY PER WSDOT STANDARD (SEE NOTES 4 & S) SEE NOTE 10 y�, 1' SPECIFICATIONS 5--04.3(5)A APPROVED TACK 5�1/2" f I� d '� OR APPROVED EQUAL AND SEALED PER 1` R=1/2" � r� R=1 HMA 4° OR MATCH nt 4 e R=1' - WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION EXISTING, WHICHEVER IS _ TO AVOID UNDERMINING EXISTING PAVEMENT. GREATER R=12" R=1' PLACE SCORE MARKS EVERY 10' r!3 Q � � 02 SEE NOTE 12 4'-5/8" z m iv MINUS CSTC m . .. ...... .............. . . ...... ..... . . ..... .. ..... - - .. Q.D'�- p m rn lz .. v 24" ONLY W ~ ~ram/] EXISTING - • - - - - - - - .. - IY � � � u1 HMA ......_. ....... w w m m : a , RQLLED C�/GUTTER (SEE NOTE 10SLOPE ,:�� n_ IL (NOT TO SCALE) ! " a 4\� _ EXISTING � / � 4"-5 8' � � 3 2' J DRIVEWAY WING OR CURB RAMP SLOPE 1 /2' MIN SEE NOTE 12 6-1/2" \ /� r f f % 18" STANDARD 6._5/8° �fATERIAL��J��f p a �� MINUS CSTC I SEE NOTE 11 MINUS CSTC CONSTRUCT OUT OF 1 5_ } /2" HMA PAVEMENT CRUSHED SURFACE BASE IMPORT OR NATIVE MATERIAL)4 r n 1" R CONCRETE CURB SHALL BE BACKFILL SHALL BE COMPACTED TAN AR R SEE NOTE 13 -- COURSE PER WSDOT STD TO 95% MAXIMUM DENSITY NO LESS THAN 3" IN HEIGHT (NOT TO SCALE) PAVEMENT EXTEND PAVEMENT 1.3' FROM THE SPEC 9�D3.9(3} (SEE NOTE 2] (SEE NOTE 3) HMA " OR MATCH CURB IF NECESSARY TO TRENCH WIDTH EXISTING,WHICHEVER - SUPPORT EXTRUDED CURB IS GREATER +fl d 4 m m L NOTES a U NOTES: I. CITY INSPECTION REQUIRED ON FORM WORK PRIOR 70 POUR. 1- SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. MINUS CSTC 8_1/42"-5/8" MINUS CSTC ' l z m o BACKFTWNG REQUIREMENTS, 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKF€LL CONCRETE VERTICAL CURB (SEE NOJF 11 o � 3 N MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. (NOT TO SCALE) HMA PAVEMENT > Gy a) U � cv c� d 7 ❑ � C] --� ¢ c:I O 3. CSBC DEPTH SHALL BE A MINIMUM 6' OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING 5. EXPANSION JOINTS SHALL HAVE 1/2' TO 5/8" WIDE PREMOLDED JOINT FILLER. NOTES_ CSBC DEPTH GREATER THEN 6% THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. �,�TON EXCEEDING 6". 6. CONCRETE SHALL BE CLASS 3000. 2. FIRMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER. ANY DEPTH 7, FINISH SHALL BE LIGHT BROOM- 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET, GREATER THAN 4" SHALL MATCH EXISTING. B. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 5• EXPANSION JOINTS SHALL HAVE 1 /2' TO 5/8" WIPE PREMOLDED JOINT FILLER. ■ PLACE fi' COMPACTED 5/8" CSTC 6. CONCRETE S7. FINISH SHALL B£ LIGHT BROOM. HALL BE CLASS 3000. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVER BY THE ENGINEER. AAIY DEPTH GREATER 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE 8. CURB SHALL BE SPRAYED WITH CLEAR CURING CDMPOUNp DR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS, BELOW HMA EXTENSION THAN 2" SHALT MATCH EXISTING. DIRECTED BY CITY ENGINEER. NOTES: 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT. UNLESS OTHERWISE f 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. DIRECTED BY CITY ENGINEER. 10. FOR CUL-DE-SAC AREAS AND TO REPAIR LIKE CURBING ONLY, AND/OR AS APPROVED BY CITY ENGINEER. 1. NOT TO BE USED IN RIGHT -OF --WAY EXCEPT TO REPAIR EXISTING EXTRUDED CURB, AS APPROVED BY CITY ENGINEER. EXCEEDING 2"- 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 1 T. FOR REPLACEMENT OF EXISTING VERTICAL CURBING ONLY AND/OR A5 APPROVED BY CITY ENGINEER. ONAI" 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 12. A 2 FOOT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 2. EPDXY IS THE ONLY ATTACHMENT METHOD TO BE USED BETWEEN HMA AND EXTRUDED CURB. 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL. 12. ALL VERTICAL. EDGES SHALL BE TACKED. 13. ALL VERTICAL EDGES SHALL BE TACKED. 3. CONCRETE SHALJ. BE AIR -ENTRAINED CLASS 3000 PER WSDOT STANDARD SPECIFICATIONS. REV1SIbN DATE REV#SIGN DATE w REVISION DATE REVISION DATE p VERTICAL T I C A LJANUARY 201 s C C N C R ET E JANUARY 2018Lu Go °l CONCRETE CURB JANUARY 2018 ;; ::'?;; ROLLED AND E =I TYPICAL HMA AND JANUARY 2018 CITY OF EDMONDS CITY OF EDMONDS CITY OF EDMONDS ;.. CITY OF EDMONDS -- Ex CURB �f_ UTILITY PATCH AND GUTTER CURBS EXTRUDED CU ¢ R STANDARD PUBLIC WORMS STANDARD PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD Lo U PUBLIC WORKS DEPARTMENT DEPARTMENT DEPARTMENT w DEPARTMENT DETAIL _ N.,... . D ETAf L l.s ,. DETAIL L "� w` j 0 ,�;;• �; :� DETAIL a .. .. r� .�7 O APPROVED It ul BY: R. £NGL1s}I 00 GU-4� - `1 APPROVED BY: R. ENGLISH TR-520 esf }£�°�� APPROVED BY R. E}IGLISH TR-52 .sf igy� APPROVED 8Y: R. ENGLJSH TR-"5Z2 •� i , t � u �_: a °� m U t 0) o U Lo N 3 lJ CONCRETE CURB AND GUTTER OR 16" 10' DRIVEWAY VERTICAL CURB (TO MATCH EXISTING 0 3 EXPANSION I DUMMY WIDTH VARIES CURBING) SHALL EXTEND TO ENO OF m JOINT JOINT RADIUS. ON -SITE CURB SHALL START 0 AT END OF RADIUS PER DESIGN. �- t 10' 30' 10' t 0- a RADIUS VARIES U ❑ ° o d r TRANSITION p T REFER TO COE STID ° PANEL 3 OTL TR-540 FOR e ° I ❑ APPLICABLE RAMP PARALLEL A PARALLEL B 4 0 a s p o 4x PARALLEL CURB RAMP T \- YELLOW - ¢ c CENTERLINE ❑ v o http://www.wsdot.wo.gov/publications/fulitext/Standards/english/PDF/f4O-12-03_e.pdfuj � I A a ❑�� Uj LLI IN C7 d 10' 30' I 10' I t m co 10' Q.C. 5' Q.C. so T CD W A CONCRETE CURB J AND GUTTER z 0 M ¢ U cs ¢ 6 1 PLACE FULL DEPTH EXPANSION d = (NOT TO SCALE) Z JOINT BETWEEN CURB/GUTTER YELLOW AND HIGH TRAFFIC LOAD GUTTER, COMBINATION CURB RAMP o cm o p v IF WING AND CURB/GUTTER ARE WSDOT STANDARb PLAN F-40.14-03 ¢ N w 5 MIN 1 NOT POURED AS ONE UNIT http;//www.wsdot.wo,gov/publica-UQns/fulitext/Standards/english/PDF/f40.14-D3-e.pdf DRNEWAY APPRQACH FULL DEPTH 1/2" EXPANSION- NO -PASS LIFE AND TWO-7WAY LEEI---1110._QLNTERUNE YELLOW CURS/GUTTER JOINT MATERIAL -!A_ 2' MIN - SE C E5SM _2% MAX ? SAWCUT NO. 5 REBAR DTL 1 " ® 36' O.C. _ A a 4 1/2" R HMA HMA OR _ n a a 3 4 a 4 NCRETE PERPENDICULAR A PERPENDICULAR B - PERPENDICULAR CURB RAMP 2' MIN 5/8" MINUS CSTC WSDDT STANDARD -PLAN -PIA _ E--40.15-03 E I�1 WHITE N 2!� SEE NOTE 1 11 ( ON NATIVE BEAR€NG SOIL. 12" � 4" CSTC' _-- I 2" 2L http:%/www-wsdot.woSTAN.go�/publications/fu#ittxt/Standards/english/PDF/f4O.15-O3_.e.pdf uj -� -^ SEE NOTE 9 24' NO. 5 'KEBAB SECTION_ VIEW SECTI (NOT TO SCALES ON _A� SECTION A -� NOTES-:REBAR DETAJ u ui 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. NOTES: "YELLOW - 1 CURB/GUTTER AND WING FOR HIGH TRAFFIC LOAD GUTTER MAY BE POURED AS ONE UNIT. CITY INSPECTION REQUIRED DOUBLE 2, CONCRETE SHALL BE CLASS 3000. ON FORM WORK PRIOR TO POUR. CENTERLINE W = J 3. FINISH SHALL HE LIGHT BROOM. Q CONCRETE SHALL BE CLASS 3000. SINGLE DIRECTION A SINGLE DIRECTION B SINGLE DIRECTION CURB RAMP 4, SIDEWALK THICKNESS SHALL BE 4". 3 FINISH SHALL BE LIGHT BROOM. WS00T STANDARD -PLAN .F--All §-03 DOUBLE CENTERLINE AND DOUBLE LANE LINE > 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6' THICK. l'J CITY ENGINEER SHALL DETERMINE APPLICABLE COMMERCIAL TYPE ENTRANCE BASEDON LOCATION AND OTHER SITE http://www.wsdot-wa.gov/publications/fulltext/Standards/english/PDF/f40.16-03_e.pdf i..L w CONDITIONS. NOTES; fro 6. CURB AND GUTTER SHALL OF POURED SEPARATELY FROM SIDEWALK. NOTES: DRIVEWAY WIDTHS TO BE: CONSISTENT WITH CITY STL3 DETAIL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE RADIUS. W � ❑ 7. LIDS FOR JUNCTION BOXES AND UTIL1 Y VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. � FULL DEPTH EXPANSION JOINTS SHALL BE PLACED IF WIDTH OF OPENING EXCEEDS 15'- (D USE WSDOT DETAILS FOR ENT. USE LAYOUT, SLOPE, DE1 FOR L,1 WARNING SURFACE PLACEMENT. USE COE STD DTL TR-531 FOR ALL 1. FOG LINE SHALL BE WHITE ON THE RIGHT EDGE OF TRAVEL LANE. S. SEE COE STD DTI. TR-MO FOR POSSIBLE ROOT BARRIER INSTALLATION. OTHER SPECIFICATIONS, 7� INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING 51ptn4YALK. 2. All. PAVEMENT MARKINGS SHALL CONFORM TO SECTION 8-22 PAVEMENT MARKING OF W5DOT/APWA STANDARD 9. SUBGRA[3F SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. REINFORCING STEEL SHALL BE GRADE 60- SEE WSDOT DETECTABLE WARNING SURFACE STANDARD PLAN F-45.10-02 SPECS. ISTRIIPESEDSHALL BE CONSTRUCTED WITH HIGH REFLECTIVE DOUBLE COAT WATER BORNE PAINT UNLESS ❑ - FOR DETECTABLE WARNING SURFACE INSTALLATION ON ALL RAMP TYPES r REVISION DATE REVISION DATE REVISION DATE ,; `'';:.;.�REVISION LATE C�I WAY PAVEMENT JANUARY 2018 JANUARY 2018 ❑ R IVEWAY APPROACH JANUARY 2018 JANUARY 2018 ::: ROAD 04 CITY OF EDMONDS CITY OF EDMONDS TYPE IV CITY OF EDMONDS CURB RAMPS CITY OF EDMONDS MARKINGS ON LOCAL N CL � CONCRETE SIDEWALK PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD � � PUBLIC WORKS STANDARD PUBLIC WORKS STREETS STANDARD DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL c z y O APPROVED BY: R. ENGLISH TR -- 5 44 9p APPROVED BY' R. ENGUSH TR -- 5 4C s ; k g�� APPROVED BY: R. ENGLISH TR -" S E] D APPROVED BY- R. ENGUSH T R - 531 s f , Ir. FEB 2020 APPROVED FOR CONSTRUCTION .uCITY01 ONDSNT CITY OF EDMONDS DATE: BY: ��-v� "� j C2,20-2 CITY EN Gi N NG I 10 PERMIT #BLD 20190887 PORTION OF THE SW 114, NE 114, SEC. 29, TWP 27 N., RGE. 4 E., W.M. �!!1rn 4" THICK HMA CLASS 6" THICK CSTC UNYIELDING SUBGRADE OR COMPACTED STRUCTURAL FILL 1 ASPHALT PAVEMENT SECTION N.T.S. 3/8" TOOL JOINT ® 5' O.C. MAX. EACH DIRECTION. EXPANSION JOINT 0 10' O.C. MAX. EACH DIRECTION 4" 3000 PSI CONCRETE (PEDESTRIAN) 6" 3000 PSI CONCRETE VEHICLE LOADING AREA, CARWASH SLAB) 4" CRUSHED SURFACING TOP COARSE COMPACTED TO 95% PER ASTM D-1557 UNYIELDING SUBGRADE OR COMPACTED STRUCTURAL FILL CONCRETE PAVEMENT SECTION N.F.S. PAVEMENT MARKING STENCIL Background C (stroke width) A B Pavement Marking Background: Optional. Blue, Retro-reflective Pavement Marking Stencil: White, Retro-reflective DIMENSIONS (INCHES) LEGENDLEGEN A B C D >± IF IG MINIMUM 128124131 The pavement marking stencil shall be used to designate an accessible parking area reserved for vehicles with f7MV permits. IBC CHAPTER 11 — FIGURE 3 ADA PARKING STALL DETAILS N.T.S. MINIMUM STANDARD DOUBLE -ACCESSIBLE PARKING SPACE (ONE VAN -ACCESSIBLE DESIGNATION REQUIRED) Curb ramp Craatra (shall not extend into Mifl1Y� ` � the access aisle) NHr[fa,p Ril 8 R7 8 ; Opt. n - a Locationsig SIGN , _+ (TYP-) Fi7.8 P x 'x ACCESSIBLE ROUTE sion + locations , +; ❑capo FS i� 2' Z' -t F -- 2' 2" -t Wh el stop 6� TYP. { Yp) 36 White 4" Z Typ C6 wide lines 4• ti Angle o ntation a tw field layout E c m J 3 Pavement marking Access required. See Fig: T Aisle tar dimensions 9' Win- 8' Min. 9' Min. 17' Min - IBC CHAPTER 11 — FIGURE 3 NOTE: CONTRACTOR SHALL SALVAGE EXISTING WHEEL STOPS, EXAMINE EXISTING WHEEL STOPS, AND REUSE ACCEPTABLE ITEMS. EMBED DOWEL 6" MIN. CONCRETE WHEEL STOP W/(1) NO. 4 BAR (EA. END) APPLY EPDXY RESIN TO CONTACT SURFACES 4 WHEEL STOP DETAIL N.T.S. ASPHALT PAVING SECTION J z Q mrn CL d GO m 2 m � N CD 7u 3 a co Le C)W .n lL L] Q.. � m Cl >C) ICI yQ N 0 Y- W 00 ao rn Q 3: u3 0 � cz J rr? O W I (a N l CS m r-t � tn Ob 1 I7 U D 3 m CL IZ a Q rn T C$ rn coCo Lu Ca rn C=�7 0 L U � � Q co Z or— W Q Z W = 0 U) W = J LL W o� W C) ❑ C/) Q CD < p � Z — N Q c11 N CL FEB 2 5 252,1 BUILDiNG DEPAR 141- CITY OF EDMOW APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: M CITY E C2.21-2 F tzKMI I ;FtSLU 2U1 JUdd PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TiWP 27 N., RGE. 4 E., W.M. rnIrn 0o NOTES: 1. STRUCTURAL FILL SHALL BE PLACED IN 1-FOOT THICK LIFTS AND COMPACTED TO 95% MODIFIED PROCTOR (ASTM D 1557). 2. STRUCTURAL FILL SHALL MEET THE RECOMMENDATIONS PRESENTED IN THE GEOTECHNICAL REPORT. 3. DRAIN GRAVEL SHALL MEET WSDOT STD SPEC. 9-03.12(4) AND SHALL BE PLACED WITHIN AN ENVELOPE 1-FOOT THICK (MINIMUM) BEHIND THE WALL. 4. GEOTEXTILE FABRIC, MIRAFI 140N OR EQUIVALENT TO SEPARATE FILL / NATIVE SOILS AND DRAIN GRAVEL. 5. SUBGRADE SHALL BE COMPACTED TO A FIRM AND UNYIELDING CONDITION AS APPROVED BY THE CONSTRUCTION MANAGER OR ENGINEER PRIOR TO PLACEMENT OF WALL BEARING PAD. 6. PLACE 6 INCHES OF CRUSHED ROCK AND COMPACT TO 95% MODIFIED PROCTOR TO ESTABLISH WALL BATTER AND PROVIDE UNIFORM WALL BEARING PAD.CRUSHED ROCK SHALL MEET SPECIFICATIONS FOR WSDOT 9-03.12(1) OR FOUNDATION CLASS A MATERIAL. 7. DETAIL SHOWS WALL CONFIGURATION AT MAXIMUM WALL HEIGHT. HEIGHT VARIES AND WILL BE PLACED TO ELEVATIONS SHOWN ON GRADING PLAN TO MAINTAIN A 4- TO 6- INCH FREEBOARD HEIGHT ABOVE PAD SURFACE. 8. INSTALL CONCRETE BLOCK RETAINING WALL WITH GEOTECHNICAL SUPERVISION. 9. CONTRACTOR TO COORDINATE FIELD INSPECTION OF EXISTING ONSITE CONCRETE BLOCKS FOR SALVAGE AND RE -USE (PER GEOTECHNICAL APPROVAL. 10. UPPER 2 TO 3 FEET OF EXISTING FILLS FROM BLOCK WALL SUBGRADE TO BE REMOVED AND REPLACED WITH STRUCTURAL FILL COMPACTED TO 95% MODIFIED PROCTOR (ASTM D 1557) PRIOR TO WALL CONSTRUCTION. COORDINATE SUBGRADE PREPARATION WITH GEOTECH. ASPHALT PAVEMENT SECTION, SEE CIVIL PLANS GRAVITY WALL DESIGN NOT PROVIDED BY CECIL & ASSOCIATES. REFERENCE GOLDER DESIGN REPORT DATED NOVEMBER 13, 2018, TITLED GRAVITY WALL DESIGN, DOUG'S LYNNWOOD MAZDA DEALERSHIP EXPANSION, EDMONDS, WASHINGTON, FOR CALCULATIONS & ENGINEER STAMP. 5' CONCRETE BLOCK PER DETAIL 2 ULTRABLOCK GRAVITY BLOCK WALL SYSTEM J *. nrr Mr All A r^m d.r. •'j.- 42" TALL BLACK VINYL CHAINLINK FENCE DESIGN ASSUMES VEHICLE LOADING AT TOP OF RETAINING WALL SURFACING PER PLANS, SEE SHEET C2,01-2 0.5' MIN. COMPACTED CRUSHED*�f�� WALL DRAIN3 ROCK LEVELING PAD (NOTE 6) OVER EXCAVATE AND REPLACE WITH STRUCTURAL FILL PER NOTE 10 CONCRETE BLOCK RETAINING WALL DETAIL SCALE: N.T.S. 11.5' WALL (MAXIMUM) (BASE WIDTH=7.5' TOP WIDTH=2.5') Iyf\�.��il.lf■Ty )CKS ROTATED TO ERLOCK, COORDINATE 'H GEOTECH (TYP) FIN I.rrrr�a.�.o1■I 9' WALL MAXIMUM) (BASE WIDTH=7.5' TOP WIDTH=2.5') FIR cV 2.5' NOTES: BLOCKS SMALL BE MADE OF CONCRETE WEIGHING 145 PSF, OR GREATER AND SHALL BE KEYED TO BE INTERLOCKING, USE ULTRABLOCK OR APPROVED EQUAL (GEOTECHNICAL APPROVAL REQUIRED). STANDARD CONCRETE BLOCK DETAIL SCALE: N.T.S. D�W flDAWE_l (SET 'N A" nOAIAr PIPE =S2&3) GEOTEXTILE (NOTE 4) 1. DRAIN GRAVEL MATERIAL SHALL MEET WSDOT STD SPEC. 9--03.12(4). 2. DRAIN PIPE SHALL CONFORM WITH D3034 SDR 35. THE SAME PRODUCT SHALL BE USED THROUGHOUT. 3. PERFORATED DRAIN PIPE SHALL HAVE A PERFORATION PATTERN CONFORMING WITH ASTM D2729, AND SHALL NOT INCLUDE AN INTEGRATED FILTER FABRIC WRAP. 4. GEOTEXTILE FABRIC, MIRAFI 140N OR EQUIVALENT TO SEPARATE FILL NATIVE SOILS AND DRAIN GRAVEL. 6.5' WALL (MAXIMUM) (BASE WIDTH=5' TOP WIDTH=2.5') CONCRETE BLOCK PLACEMENT DIAGRAM SCALE: N.T.S. razrar�a�rr� WALL DRAIN (FOOTING DRAIN) DETAIL SCALE: M.T.S. FIN) 4' WALL_CMAXIMUM) (BASE WIDTH=2.5' TOP WIDTH=25) rl►IAI GRADE REVISION FEB 2 5 1-020 EU(L0Ii4G DEPAR1 �.1041 CITY OF EDZ` O1 ,!nc APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: Z 4 4 co �E ��M Ofcr cr �Of aa T m m o Z a f33 6} -0 CD 0 N W U- N L.L 005 Q co LI W co co - � rn Ana 47 U ui I N co 0 m �U U L 0 ulx 3 0 U 0 m i w � J U 0 W W I � U U J Q W Q � d Y N O J N 0-4 co C2.22-2 CITY E PERMIT #BLD 20190887 PORTION OF THE SW 1 /4, NE 1 /4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. Mom -�_ .= Az f ^------ _ _,�_ r__ _.._- N89'06'32"W 43.83' --- � "�`' •s.o9 --�;- w 1 } � r h I I . . $ , �� ,1� �� ASPHALT ,,� _� ry Q ,5 ' _. FN3 f - I, 2 11i3O � , FL I� *� �a .a�` - =- -- - c �_.. I _ -t. -o" 1� ,t� "� :`r 7 +' ;HFC1 7.'1.(' iV x O.ri6',° DG NOTES: DC SHALL HAVE 4" STORZ FITTINGS AND VERTICAL ADDRESS PAINTED N STAND PIPE PER SOUTH COUNTY FIRE DISTRICT STANDARDS 'i .:, °� y1. NLINK E FNCE FJ x3, & _ 5 _ w t D- i , ?� t IR -P.f. I I - or I y i ,yP �s y LW T lI I � 1 3. 1 � I u y i' i 1 / i, - -- r -r CHAP K � •,---_VFR'T1CAL i;LJRS rIB 4' CHAINLINK FENCE - �_- r + `r ' -11 - - - - �a7s.r:� _ _ t _ _. _ � f1 r►: S� Af�l .! i�)I .I IC, //�: 1 377.55 54.00` 85.01' s7 . _- - �- -FIND 112' REaf,R W/ GAP + sr4.: LOCK CONG, WN-1 I e VOL. 16. r C;'. � 1 }11 _" wlklK_ t,- ' sr�r' .� ct3C. WALL "CRt71�P 4 LS NG.9435` e. CONCRETE ? V6.77 �. �_' - �i AT CORNER 5-q- -05 �n 5' HQH -� 32'.4? .� G" 1kRDE L HlGk� rdY 55�hti I i Fi' W[HY�J F H� E w "� �: C NiCR� _TE 1 •�5 _ � ; z s7$,o8 �- ` CONC WALL. CROS5E5 TGP�354.05 \ 1 6' WOOD FENCE �.� _ 'r � �^ N Qns f PL '-7.2"S QF\NE PROF CUR. 7" CHAMLINK FENCE CROSSES .� `' IE ,544,32 CTFt CK€�N�dkt \. }'L..�, i - $ % J 7• HAINUNKC E..NCE 6\ p'. 3.98' �. OF PROP CQR, � �'� � �11� N. W. Gil] $) \- x/J• / F' m N f1.3' _ f.'S f3,1'E OF FP.t;Clk. `,�,h }�`' u�� \v~ f c� •� - FNIJ 1 2" R . W $ 5 kitA l,lB�KrENIJ6RM�1ES' \ � / � L,1� / \ N. xi� 3 $5 "I / / 1 iiJl1SE R�ti. � � I f FiDi15E CAI' "CrkC LS 1�177" F�L I>>' S. OF !'}SUP. C[Jf�: - ;r ti .26 �. �O' ERTY f1 ER �� ;' Pi_A7 U.�3A, j'I h� ASF'k !A!_ i as 10 27 {'S \ ,,i`� ,, a; 4 7 F i1F m_ + yy ��ppti• J s FIR .. E9 f f 7 A. u - •G l a I - - 'I 3 ,� �i.61 1 k�lD 1 i/2, IRON f FE ' F'A .b,. ?,81,56 3�v37 ��p. �a �� RT CZii27dER. 10-27-U5 .- NOTE: tfrLR) E'LAT IN T 5 F - -__ 5 _' + N89'O�fi��2 W [��'D/�" R£8AR V�/ CAP AREAr D1�Ril.#�PS SI16I._lt�L. t �•, � � 5' WO i GRQAP 4 R 5 NO. 9435" 1' _ T- ' 4 AT CORN T� `-4-0 w FIR 5' CHAIN lhklL FE E --�J- +' �' f _ P _., � OHP - a�;r - T4 � FLN(CL C6 E-. x f----.-- x ._ x - x __ • - - �.; . . _ ° xR K I y .tip 9 1 ��a U , `�` � / I . a.- FEE CORNER i5 �- + ., U.18 'S1 0 & . � C% ' y . uo / 7' CHAINUNK FENCE' _- ,\ _�,- FIRE HYDRANT �% . °jIy__ _ l: oN89'08'13"W 325.83' 4e , . - `` � I `. .a 55' r F;: ./ / r 3, /. 'I �. 55,U4 _ F 1�1` .. L / 1? I ,/ {1_ �,.- I AK_L C ORBS Elf RRi DID- s"5 � 7 11 �, % a CB TYPE 2. 46" UNLESS OTHERWISE �1CT r it 354.�' � I h ` _�>\ 1� �,,,- ��*, 1 �354.17 1 1 W_ I .. " GHNNLINK FENCE I 1] -, IC=349-88 30' CMP F r r / "Y 1- r / i +x55.81 `�` � .1 , �N -1�A R . A ,,) ,,% Ex f:I� T)T 2 46p ,091 1 cN G 0.4'N X 0.2T 0 $ retu3ar '1 ' h', f } } r^RUpErtTY CiIkNER -2R' - sx .� r ' % r:; {FT•�3' yp - r� _, - Y, T0�'=352.&9 ' 1 I i s' , N$ _" PLAT 0.16' ,a lE=34'9.i2 30'C`WIP k}W I �7, 9.54 S6± 99 r -77 r m ccl 36OLD5 . _ -_ F. ` _ , h "� ': r.. F tYr Si.IFIa ASP A.L T �_ �,/ f / � 1F=34-9.U1 3Da� MP 5 " �I ;.� -K N{i�L ` i 1 vi.a+t ` :I :w .' z- i €ask' '+ff]: � �; _ . � E)f C8 1YPF 1 A8* �y 0 ".1 .. I I IV! J -% /' ,0 ri - '3 ,_� • , ,•� i f"� - 9 h� ' 1 ` I-� aE�.l� 2 Y f I c�1s• _r fh �. �� ,1� i r _� 1 :.<'xw .. f k� Y )O - 30"CMP W IE=345.40 r 7��5 '' 0 1 x + `c - 3b CMP S£ �'r `� �h- '\ -:=3'' ' fy� -j�� t��} f: ..�" i; r r n:.�•r-``�� 'fir '�� y~ , A( v l.! _fie' F9t x _ - r r. �. F. r. . _ ! - � ..�._. r• f f a �' - i9 s1 t7Ci[ FHF� if2• r7ffiAR w/ l,AF _ - - . _ r .iRai, iYr r y �� - .'.ram SsS-- �" t - - - - J I, f 1&$01P A L_ . . r r r ram .:: .. ,- - � ; i : ., 3.4D k / x % r ': r Asa a I n 1R Ali:CEYki j �� 35 - 6 � 6 r' i �} h.i. + t ..- Y VEHICLE PP XIMATE LOCATION �'...�M• `�, EMERGING A RO I a � s .P 1 I - . ••. • y F' AIi Tk E r J - -f� �• �'f HYDRANT � �:' r FIRE 3.- sf ..�_ 5 LANE OF RISER ROOM. SEE = ACGES 1 d .., - I 34:i1 1 i -= _ s_ I: I TLJRAL PLANS I ARGH TEG -. t. 1-1 z ..� . �f: z P } a��7'. - �'� ,� 6 FIRE SERVICE FOR �: ..� .. :�: ' 1 FDC . :�-• �� r. I • 'L' . yI ?r•• r: } r -v' - '] f - 11 AZDA SERVICE CENTER .ram' - - 7r-..- % �: i I l t - 1 ( / . , f `/ , 1 . jf _ I .- - ! ri; 1 I .. :may' �' -� �, .. ,,s ` 1 :' -�,,, r f 1 } / ` 1 *n k , �T �1 A' 1 f �``� . r .1` . r �a cjj C7 " I i' I : , _. . CA l PIV W- a r ._A I � � 1 : == Ix I r ry, ,_. <, ' �. =:f. _ -- . .�. i ! l yF V I/ t PT 1I.I- � ir.-TvK, a w .` .; ;s/ �, n a i �'r.L"tis •: rrT - 1p � .ter 1 =:. ;' y: i . "7 i :.l. - - --. ... t 10 t '' I 1 - �1 `k4t� ✓' - f� SSiVH 1 :F r.Y �• } •1: ] 4' rti.r •.r 5. ``, • .L �''" I I r L r • b ;' _ ?F= 342.39 C � CHANNEL Sp _ I . r. - _.-P ".. , .' %+ ,-� :,., - " / .� . . / - .I I l / / P wicz_ ,.. - ..-- -.. . ::. -.>, :-'' I I P� l S f - - `�' -: � :, ' £X i Ft i i'F'L 2 54-4 1 . `'-, ..r... �' . ! TGP=35 s.91 , 111\�• I :� A- ❑ 3"E °` , F TpP k�}5lUE C6�353.A4 I# ti } =.r = J 1' "C STANDPIPE 377.?�s 1 + 7 :ri ti= , �_*.; : I � Ne // - •.'. :i - +"a {OP {]F 1 M N ;y� _ : K ' : NEW MAZDA �, ! _ _ BaTro�1"r,Iar STAND,P-345.6 o - - ` _ :,. :'� 7 _ - I `�' iE-,r46.50 34'C1�i' WI `' 'T •: `. L�' SERVICE BUILDING ��"` R` Q - '•' _ �:a •,:e+:ti•,.' '.�". c .:. ;1: + / -'� 5�. It=3d6.43 5i}"CiliP fI f I; , p �� v . ,. ,; - +.'` K �. N ..% I C i If-�48.45 12 C►dP ' 11f ;..... . _.�.. .. . ..r, .; , ' Z NI I - 9 ,�-t'i ;; � :?' •w' L. ;;,�.` � j i �- ACCESS NE a ~ 1,. s '.:' :ti: .s4';1 • .Ii- .5 i % , r. 1 1 i I # __I_ �� '�` 1 4� 11 d 1 _ `.a 01 SP t- i d ... i, • t• ... / '.�' �; .'. I r I iGs ; . '�' F ! ' �' lya 't'--ti' -U' iy. � 1. y 1:.. ••h r- t' -,: �: tit r•4- - :i'~ .Lr.s•'_'' 6t •.i ;^;a _ __ _ _ _ "a5.':-"' r ti fir• '... . S .� i e�';. k -• r V ,,��yy I �-7 T %�,.' S FIRE HYDRAN . 1 Cr. r:r: • ' t•% y.. %L I .•. 1 jj � in fp I • S+ .[ err ., y ^ `. 1. • .4I ::. • , - - � - - 1 } :`GP=35[5.K39 }ram s.tiq I 1 .7ti. '.r.•,�� .i.•.;`'1 I �' "� >'= 1;" y�: Cn ' E-348.25 12"ADS NW <<'y , . 1 j FIRE HYDRANT I SEA r' ;►" '•� 1 I r .-. FRN ✓ S 1 '.tia Y.• M1h. 1 7- _ _ 5• :, �.Y. I _ I S: r .!. ,� r _��q t• 1 ifi - ..�' •''�. x 1 t i `.•htin �'�•• + �'..- •i•r .t -.L� _" •`+:.:s `r � ,i .�- + l :+a,r�.v'� r ^~a '++y V^. �i..;::y�:i. r ti t & 'r c y. r'. •Adr i 'r- •?i' T ry?' r'I,, .i�'u`-, :rn r-r-. .: -: ,-.- " c'• fr ' 1 5 r - ~: F. i Q I a"c<s 1s f�� A; C4RPsGR ` W ';.� `��' �.:':':_.'r .�• , , r;r.:r. y a I 5, CRAINLm FENCE IS11 . � , �. �r... •Y �; ' F r . .- . ./ I 1.3' S. OF 0P COFt £ J' c � ,ram: �• �� Fix r . r �� : -�- - rrr ].y-�r_E �fi ^�. Ft ,.:,.. ! **:i . T .s o ', $.•' I x } I - sv f, ti, ,_\ eta' -. `.� •r•� •:•�... -+:: ,' iF�3d4.74 12"ADS W I a m 3j_Qj 'S - .i r r i I "�--Jy ' CHAIN JNK FE L' /11 /I N89'06'30'W 306.32' �� ` 'U �„ i E `L_ rf ar N ... I ! f p.5K3' jf1i2RT PI_rsT 1 ry E�n�* W n' I v !! r TO N. I3NE S. 100' 1. FIRE HYDRANT :,!� MAZDA SALES '' -max r ai _p \ N. 300' AS IAEAS. t f �° _[�, I �' 5' G iV1( FENCE' G�ii155E5 /' ) ' 3 (L1 i LD I N G % `° ALONG W. LINE k s6 1 I �i � � 1 I PL FiS. i E. QF PLRQP Ct}R. �� ' + x iW v a HOSE LENGTH IS LESS / � I -11 J THAN 150' FROM FIRE LANE l a � f 4 (1370+45- 128') 1 1 r . I r c3 %- � p I _ n, yy>x, m �r� '' ' _. IV I -- _ E x 1.8 5 I E II 11 / ' VS 7!�❑ �7n t Y 1 TOP- �_ b+I 0 - SS 1 + IE=r,4'5.81 12"RCP W I = S;Ias �'-,N' ASPHALT IE=345.E, 12"RCP F �. 1 � �1 _\ " ,�, / FJ CB TYPE 1 ;I�3C x � TGP=345.79 EX CS TYPE 1 s;, - _ _ -'- - - - - - r� iE=3a4.36 12"DI -lzr- 1 TOP=353.40 - sr, _�.._ . . --- ;l° iE-350.98 K2"�{s;P E ��11 r 4 SE? G4 T'ACY, & SHMER 5...+4--05 { TYPE 4s" m 4 0. 1 I Z, 3�2.4{ 0.25 ,, ---------------- : - f`---n-- $ i 12"RCP N Y� - ' - - - - -- - - - - - _ - - - - - __ - - �..... - - y 7, N89Y16'30"W 9D-54 ' / 5,�.49' - -- r. ; SSAhh 1 �� TOP=.346.94 � z - ' e rrrE.4,, E. R ,99 - - - a' IE=33834 CTR CHANNFL I °; t ti V .!; � FIRE HYDRANT o (IN N, . U DROP N \ 7 I � 345.88 (IN N, OUT St 1 �ZriEr 1 _ 2f7- EASEMENT FOR INGRESS. m - 15 f r _.._ I EGRESS ANT] UTILITY PER SP }`�' f �%4?� 11, _ r ?1--.- EY 55iVlH I I L , I RECf7RDEi� UNDER AFN IR 5�5 �' 1 TQP�346.7$ I 7903! 3QG64 I � IE=338.57 CTR CHANNEL 1 ' (!N N, Oil± S) I I / / - " �� Elf ssmH I 1 3, " TOP=346,40 I Q 1 / - IE=338.31 CTR CHANNEL = ' t i (IN N• OUT S) / . I I 1 r '-!. I I I I / 1 I I I 1 I FIRE LANE STANDARD FIRE LANES MUST: 1. BE A MINIMUM UNOBSTRUCTED WIDTH OF 20 FEET AND MINIMUM UNOBSTRUCTED VERTICAL CLEARANCE OF 13 FEET, 6 INCHES. FIRE LANES SHALL BE A MINIMUM 26 FEET WIDE IN THE IMMEDIATE VICINITY OF ANY BUILDING OVER 30 FEET IN HEIGHT ABOVE GRADE. FIRE LANES SHALL BE LOCATED A MINIMUM 15 FEET AND A MAXIMUM 25 FEET FROM THE BUILDING OR AS APPROVED BY THE FIRE MARSHAL. 2. PROVIDE FIRE DEPARTMENT ACCESS TO WITHIN 150 FEET OF ANY PORTION OF AN UN -SPRINKLED BUILDING. IN BUILDINGS THAT PROVIDED WITH AN AUTOMATIC SPRINKLER, ACCESS MAY BE INCREASED, AT THE DISCRETION OF THE FIRE MARSHAL. 3. PROVIDE FIRE DEPARTMENT ACCESS TO ALL ON -SITE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS (FDC) FOR SPRINKLER AND STANDPIPES. A HYDRANT MUST BE LOC ATED TO WITHIN 50 FEET OF A FIRE DEPARTMENT CONNECTION (OR AS APPROVED BY THE FIRE MARSHAL) AND MUST NOT BLOCK FIRE ACCESS ROADS WHEN CONNECTED. 4. HAVE ADEQUATE TURNING RADIUS TO ALLOW MANEUVERING OF FIRE APPARATUS: INSIDE RADIUS 25 FEET; OUTSIDE RADIUS 45 FEET. 5. BE CIRCULATING OR HAVE AN APPROVED TURN -AROUND IF OVER 150 FEET LONG. HAVE GRADES OF NO MORE THAN 12%. 6. BE PAVED WITH ASPHALT OR APPROVED EQUIVALENT AND BE CAPABLE OF SUPPORTING THE IMPOSED LOADS OF FIRE APPARATUS. 75,000 LBS GVW, 45,000 LBS POINT LOAD. rr 7. BE MARKED WITH WORDS FIRE LANE -- NO PARKING . WORDS TO BE PAINTED ON THE PAVEMENT INSIDE THE LANE. LETTERS TO BE A MINIMUM OF 12" HIGH, 2" STROKE, YELLOW IN COLOR, AND ALTERNATELY SPACED EVERY 50 FEET. 8 HAVE PERIMETER STRIPING/CURBING TO DELINEATE THE BOU NDARIES OF THE FIRE LANE. 5TRI ING TO BE A MINIMUM OF 4 INCHES P WIDE 6 INCHES OFFSET FROM CURB OR EDGE OF PAVEMENT. 9. WHEN APPROVED BY THE FIRE MARSHAL, SIGNS SHALL BE USED IN ADDITION TO OR IN LIEU OF STRIPING, SIGNS, WHEN APPROVED, SHALL MEET THE FOLLOWING: a. SITE: 18" HIGH x 12" WIDE (MIN.) b. MOUNTING: BOTTOM OF SIGN 48" TO 60" ABOVE GRADE. c. STYLE: INDUSTRY STANDARD (VULCAN %7-6--9, RAINBOW 01-527, EMED TC 18816 OR APPROVED EQUIVALENT). d. COLOR: RED LETTERING ON WHITE BACKGROUND e. SPACING: 50' BETWEEN SIGNS OR AS REQUIRED BY FIRE MARSHAL. 10. FIRE LANES SHALL BE ESTABLISHED BY THESE REQUIREMENTS TO PROVIDE ACCESS TO BUILDING DURING CONSTRUCTION, ALTERATION OR DEMOLITION. 11. EMERGENCY RESPONDER RADIO SYSTEM EVALUATION REQUIRED TO DETERMINE THE NEED FOR A SYSTEM. RESULTS SHALL BE PROVIDED TO THE FIRE MARSHALL'S OFFICE, CONTRACTOR TO COORDINATE. LEGEND PROPERTY LINE - CENTERLINE EASEMENT LINE FIRE HYDRANT A V ASPHALT PAVEMENT 2 . „;_ CONCRETE :. D E..,' .. EMERGENCY VEHICLE ACCESS LANE "NO PARKING - FIRE LANE" MARKING N (T� Q_�) 0 15 30 60 HORIZ. Scale In Feet FEB 2 5 2.G2L1 8V= TY EDM0,ND�SN i CALL BEFORE YOU DjG 811 UNDERGROUND SERVICE (USA) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGI W Q z anmm � � aCnV) w WSW IZ a r%qIo >1 m a m , o z m m m o - q, 3 m v � � a to C° C] °� U- o- � r L 0❑ <� Q I�.�16z ,�J- ,nj Ln W00 0 -1 � Ln o 07 U � . _j 0 LLJ I N .,�v m�G U co co W 0 U �04 ul 3 x 3 o R7 4 1 a Q C1 m 0 C7 7) N nrn00 u z9m mi = � d o � Q cV Ow ■N LJJ Q LL Z 0 I L Q .j a- 'U) U, W Q 0 Q W J1 r/ m W U z W 0 fy- 2 W I- 0 d H Z 0 C2.30-2 PERMIT #BLD 20190887 PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., Wk..-ASP} iALT LA i U. j 4 s' - ' _ _ N89'06'q 3"W 325.8, E I, FIR E OF ?UBD,_°� -- _ - -- STORM DRAINAGE NOTES CONSTRUCTION NOTE: - FDC NOTE: F'r+ ; r - �---- r_� - �. �• � � `� 367-4� � �,, I -� �--�-- �•• ALL CATCH BASINS SHALL HAVE HERRINGBONE GRATE UNLESS SPECIFIED OTHERWISE PER UTILITY PATCHES WITH LESS THAN 20-FEET OF SEPARATION SHALL BE COMBINED AND FULL '� ��' ALL FDC CONNECTIONS WILL BE A 4 INCH STORZ TYPE FITTING. THE UPRIGHT ; ��. WSDOT STANDARD PLAN B-30.50-01, SEE EDMONDS STD- DETAIL SD-324. ,'� �� r WIDTH OR HALF WIDTH ROAD OVERLAY WILL BE REQUIRED DEPENDING ON EXTENT OF PILING WILL BE PAINTED RED AND LABELED WITH A MINIMUM OF FOUR INCH PLAT IN TII S � DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY WHITE NUMBERING DENOTING THE BUILDING ADDRESS. LAPS AP5 Si�BY [ INE �, SOLID LOCKING LID FOR CATCH BASIN TYPE 2 STRUCTURES SHALL BE PER WSDOT STANDARD ¢- . SHALL EXTEND TO THE CENTER LINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH h �� `� B-30.70-03 AND COMPLY WITH CITY OF EDMONDS STANDARD E5.3 A TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED, AT Cs7RNER 5- 4 J. FEk 5' Ci fAINi Ihl(i NCF �':::: '� ` x x ni...:i_. �s SOLID LOCKING LID FOR CATCH BASIN TYPE 1 STRUCTURES SHALL BE PER WSDOT STANDARD B-30.20--02. .`' - {• `' CLEANOUTS REQUIRE 12„ LAMPHOLE COVER WITH " HEXBOLTS MARKED "SDCO." CHAINUNK FENCE IS 0.4'S FIR-'�L� - to _ , �'�% l /' x 2'W OF PROP. CDR, f � SEE SHEET C3,10-2 FOR DRAINAGE PROFILES. SEE SHEET C3.11-2 FOR FIRE SERVICE A SEPARATE R/W CONSTRUCTION - ry SH E' L 0 0. _5 N! - '. '`i PERMIT IS REQUIRED FOR ALL r _- W _ �^ • 0,118 � �'� 'r' .; - � / PROFILE. I . t 3a3.B 1 WORK WITHIN THE CITY R/W. SIR 1 ��" ! 24" L. � - HEMLOCK Hei to ' � F I f 7 ' t� R/W STRUCTURES: ADJUST ALL RIMS TO FINAL GRADE WHERE ADJACENT PAVEMENT IS REPAIRED / ITS `�' OR REPLACED. �. , 9,19 X , 368.05 367.9v � � . . A , PLAT �,� � a. C7 --- ;' - Ti BMP T5.13 POST CONSTRUCTION SOIL. QUALITY & DEPTH: � i �:E �>,�L�. � ' } ti • � ..� _ 4-'�c irr lie Ft=AiGE w� :. � _ � _ fr � � � :� ^p. E OE SUBL. � J f" ALL DISTURBED AREAS NOT RECEIVING GRAVEL OR PAVEMENT SHALL BE v s, _' r' . ?"? Fi:=.� h AMENDED PER BMP T5.13. IMPORT TOPSOIL PER LANDSCAPE PLAN). i z EMLDCKCL 1 - 5.a eta y4a ✓" { } Q u� �$" �� " r -� PROVIDE D5�- �' H��ry[ r J r'' ALL EXISTING CATCH BASINS AND MANHOLES TO REMAIN WITHIN THE PROJECT PAVING LIMITS a { -F r 2�70(, H��) yy[�[��Ly � [}r CONNECTIONS . f � ��t�Eiol AS NEEDED '� i"'s '' f Wit`' - r� �� I� f` SHALL BE REPLACED WITH SOLID LIDS PRIOR TO FINAL APPROVAL. 3 f E ., 4� 5 SD . . . �. �.. > . n. FIRE HYDRANT ASSEMBLY N I DOUBLE CHECK DETECTOR VALVE ASSEMBLY{�z " �" S 1% MI ' - 4 1\� I THE CONTRACTOR SHALL COORDINATE DOWNSPOUT (DS) LOCATIONS WITH ARCHITECTURAL PLANS - 376.13 _ „ �cu��,a3 J]l �, 'r % ; 35.5 AND INSTALL PER DETAIL 1, SHEET C3.21-2. PER STD DETAIL WA-100 � q PER STD DETAIL WA-142A & WA-142B 165 LF 4 PVC VAULT � •� - � � . • . •'• _ � - --- �,_- WITH TAPPING TEE PER 3 SHEET C3.22 2 DRAIN CONTRACTOR TO { ❑ 6" BEND - .: " ' ` . • ' STD DETAIL WA--182 ON SHEET C3.22 -2 - �- ❑RDINA COORDINATE VAULT DEPTH AND PIPE SLOPE = IE 36141 1-6 99 BEND „ • s �.. �_:�•.� ,......,= . •:: _�� ! 232� LF 2 WATER SERVICE ---� ;: ;;:; {; �� =-T ` I SIDE SEWER NOTES: 6" FIRE SERVICE I �• � � � -�- : -- -- �� - .r `;� -..- � {. � �; 1-THRUST BLOCK j•; �ti ,-�-�_..�-.�: � �` � gem� f . ' i is i .� '',_ �'..�::=-•�r''••r ="•.: ;...._-..::-;'..•:.:.:,::, .< < :.: ... .._ �,- ' , PER STD DETAIL WA-184 V n - • . :_� 28 LF 6 SD EXISTING SIDE SEWER SHALL BE TV'D BY THE CITY'S OPERATIONS DIVISION TO VERIFY FF 204 LF 6 DI CL52 i, ; .� :-� ,/ F WITH TAPPING TEE PER _, rcV,4a �� RE`' CAP ; :. - S=12.28% � ��' � � CONDITION FOR ITS REUSE. IF SIDE SEWER HAS DETERIORATED IT SHALL HE REPLACED. "cRo � r- 9435° � {FIRE SERVICE} ,� .:. + a •_��♦-�- � ' .�5,3.82 , STD DETAIL WA--182 m r _ _ �l 45 LF fi 5D �L "/g��- _'-? CONTRACTOR TO COORDINATE WITH CITY OPERATIONS. Orly J 05 J / f f ! ON SHEEP C3.22-2 l _ - - H,_ .- .,.�� 5=9.88% �:....... 35 LF 6 SD I7 T _ - - -- -- - - - S=6.86% THE BUILDING WILL CONTAIN AN INTERNAL CAR WASHING STATION. THE PLUMBING DESIGN SHALL _ - W a f PROVIDE A FLOOR DRAIN AND OIL/WATER SEPARATOR FOR WASTE WATER PRIOR TO 2" REDUCED PRESSURE f �c L _ -: . 3a6$ DISCHARGING TO THE SIDE SEWER. BACKFLOW ASSEMBLY i• j' . �, . � PER STD DETAIL WA-] 6flA&BDS ON SHEET C3.22-2 n I 2" WATER SERVICE W/ J" t 19 LF fi" DI CL52 / _ LEGEND METER INSTALLED UNDER 1 1 I i c, CONNECT TO EX. WATER BP #BLD20171119 �;. SDCO {FIRE SERVICE} SERVICE INSTALLED UNDER CAP END OF PIPE STORM LINE BP #BLD20171119 POTENTIAL LOCATION OF IE= 364.70 APPROXIMATE LOCATION I CB #8 OF RISER ROOM, SEE I� UNDERGROUND POWER ARCHITECTURAL PLANS a CONTRACTOR TO COORDINATE WATER LINE ..,�� _� I -� ( IN \ ,- . ;; 175 LF 6" SD � I >.. SEWER LINE S=2A6 r - % (ROOF DRAIN LINE) I , 6" SEWER CONNECTION i } ', �� ROOF DRAIN (CONTRACTOR TO �- -- COORDINATE) ®, FYI' I POTENTIAL LOCATION OF ' TRANSFORMER, CONTRACTOR SDCO (TYP) { `' I ' , FOUNDATION DRAIN sn _ TO COORDINATE o T I , l ,A a t: 74 LF 6 PVC @I I ! 2% MIN. SLOPE I I 1 CATCH BASIN TYPE 1 - 1 INSTALL FOOTING DRAIN��. N A � �r7 .95 PER GEOTECHNICAL SDCO t„I f r r7- ■ CATCH BASIN TYPE 2 48" & 60" - 377-70 f '• `:� RECOMMENDATIONS :;'� : CAP END OF PIPE ink ! ' �� f 6Q ' ' SEE SHEET C3.21-2 IE= 368.00ol MAZDA SERVICE BUILDING FOR TYPICAL DETAIL R! I LEVEL 1 ELEV.= 358.60 j fg j r, FLOW ARROW �K3 Ds J Q 3 s _ :' = I"' �: _ WATER QUALITY FACILITY & FLOW CB 7 I CONTROL FACILITY INSTALLED } POST INDICATOR VALVE '^�'n_ - ��' `-,�4: :. " GAS SERVICE CONTRACTOR TO I # f 2, �p i I '' _ 'ti•r _y' -Lt'- W 1 ° : '. : ¢� .Y" COORDINATE W/MECHANICAL UNDER BP #BLD2O171119 µ 7 ' CB 4 .�. cn� - _ ... _ - _- _ ......... , -_ # �;.,'�.. - �= -.... _ FIRE DEPARTMENT CONNECTION _Z •, ,. r : ':. . ": 6" WYE 3L1"CMP E r2� a ' ": �" ,.. `' + ' ' , :... •'' . [[ I s' SD ,q 0 STORM DRAIN CLEANOUT EXISTING 6 SIDE SEWER 85 LF 8" SD CONNECT - - -- SEE DETAIL 5, SHEEP C3.21-2 TO EXISTING ;� " :• _ ' u 5-1.00% 6 SIDE SEWER ROOF DRAIN LINE 1 44 LF 6 PVC - a - DS -- �.'; ' PROVIDE WYE FOR 2% MIN. SLOPE; o DOWNSPOUT CONNECTION 375-1n :. t'' DOWNSPOUT CONNECTION „ 9 LF 6" PVC ® F 1�,; 6 SEWER CONNECTION I SEE DETAIL 1, SHEET C3.21-2 .. '(P} (CONTRACTOR TO COORDINATE) f 2% MIN. SLOPE POTHOLE TO VERIFY DEPTH 6" VERTICAL „ - -- NEAR CONNECTION i : k : . - • ~ti } . ; - _ - PROVIDE 6 FOOTING s cn 8 D PIPE BENDS z•' DRAIN CONNECTION PROVIDE VIDEO INSPECTION S OF LINE TO SHOW LINE IS a COMPETENT FOR NEW • r.d .. 15 LF fi SS INSTALL o ci '.. , ' coCB #3 82 L 6 SD ,f'.' :., : ": 2% MIN. SLOPE SOLID -LOCKING LID SERVICE ° 'i Y , :. .. I: a • �','M , . . „ ADJUST RIM TO SS OUTLET ! ... : -. :- - , _ GRADE - o STORM LINE FOR �• : T ?�j PGIS _ FLOW RESTRICTOR INSTALLED UNDER -�`FD CONNECT TO EX. C8 � .. _ (ROUTED TO WATER BP #BLD20171119 THE CONTRACTOR P1ANs[ s:..:�: ,... .•� _ ,.,. _- IE=352.52 i - ''s = , ' _ a R QUALITY FACILITY) SHALL INSTALL PLUG IN INLET PIPE, WDS .l r l PUMP WATER OUT OF CONTROL " STRUCTURE AND ENLARGE W - i - E LOWER r' R.. ox : 6 INLET r - 0 _ J oo�= ORIFICE.41 USE 64 R! . ' .k a W. fE=356.00 STORM LINE INSTALLED / SAE DRILL BET TO ' 1 - � -•y _ . •'.�'.�, - : • - 9 _0�9 - - PROVIDE 0.6406" DIAMETER ORIFICE F Fa L L R t t �t' i " UNDER BP 1 � �� BLD20 71119 � � • r' r i ��: � 15 LF 6 55 5� I ; r,1 C8 #5 �•...A . ,': - �.�-y'_ . 2% MIN. SLOPE - I i WN OF GAS �- z PLANS fRQM �� -I � . -" -: •;:_.. '=,-..::� ::.�• .,;. � . � •. . �nllWATER SEPARATOR W/ �y . F°___- i . H-20 LOAD RATED LID. INSTALL? _ •1•D:i6?' r �.. :r:- III---L� CLEAN ROOF RUNOFF i T ° 5d INCE iU: :"*_-, FLUSH WITH FINAL GRADE. �. , ° PUMP STATION #NSTAl11=1} 1 P _ _ >~. - BYPASSES WATER QUALITY` j CB 16 '� '`,' :. `: OLDCA5TLE 264 CPS (VERIFY f: '} � UNDER BP #BLD20171119 SIZING W/PLUMBING DESIGNER). .. Fo Fr. ` .� :��. . :.. S • err .� ;. �... ; .:.;,. u •. rob CB 42 G. 'FA .. _ -: 13 LF TRENCH DRAIN--..---.-- 3 .01 - '" --T .,K �� .' CB #1 �35a PER DETAIL 5 ON - F. - - - SHEET C3.2 i -2 �'-- _ r 46 LF TRENCH DRAIN CONNECT TRENCH DRAIN I � I �5� � � + 39 LF 12" SD „ l r 5=14.99% PER DETAIL 5 ON TO 5 SIDE SEWER �� zaeAr�av of �'A7�7 / SHEET C3.21-2 IE-357,04 I 1�-�W +DES 1 f gas--014T PLANS f'I?OM ! 0.58' SHORT FLAT OF ED, ms - � C TO N, LINE S. 100' Q Lam . } �a �P' N. 300' AS MEAS. ,. I + �.� ' o +'' ALONG W, !_LIVE ; ;z i STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS RIM=358.93 CB #1 TYPE 1 IE IN=353.79 (12„ W) N: 9161.84 IE IN=354.29 (6" N) E: 10217.84 IE OUT=353.79 (12" E) RIM=365.18 CB #2 TYPE 1 IE IN=359.68 (12" W) N: 9163.78 IE IN=359.68 (12" N) E: 10178.59 IE OUT=359.68 (12" E) CB -- #3 TYPE 1 RIM=369.50 N: 9208.50 IE IN=365,00 (12" N) E: 10179.27 IE OUT=365.00 (12" S) CB #4 TYPE 1 RIM=369.50 N: 9262.31 IE OUT=36G.50 (12„ S) E: 10180.10 - RIM=372.57 CB #5 TYPE 1 N: 9168.25 IE IN=369.10 (12„ W) E: 10087.77 IE OUT=369.10 (12" E) RIM=373.39 C8 #6 TYPE 1 N: 9150.75 IE OUT=369.89 (12" E) E: 10031 _83 - RIM=355.87 CB #7 TYPE 1 N: 9266.84 IE IN=351,90 (12" N) E: 10303.02 iE OUT=351.90 (12" SE) CB #8 TYPE 1 RIM=358.74 N: 9366.90 IE IN=355.30 (6" W) E: 10305.11 IE OUT=354.80 (12" S) CB #100 EX. TYPE 1 (INSTALLED UNDER RIM=356.34 BLD20171119) IE IN=353.25 (12" W) N: 9187.75 IE OUT=353.25 {f]f. 12' NE) E: 10305.27- RIM=354.49 C8 #101 EX. TYPE 1 (INSTALLED UNDER IE IN=351.06 (12" NW) BLD20171119) IE IN=351.06 (ELL. 12" SW) N: 9243.00 IE OUT=351.06 (EX. 12" E) E: 10345.65 �'1`r In S. m e m Lu nf ri NI - Cp m m vCD z m m I a C7 (D 3 LL Q3 '� � O N a m `2 7 � -) Q 0 d O >� ni in 00 W oa Cr) mina c ua, a 0 u ob U co �o U ul � � 3 o i c3 73 a x orn� CD Lu 2 LL F--- = Cl 40 zz O O N W W 1 Q Z - � 7 R 4 W J ja ! ' w j Ax-f-5 TYPE t N U. 1__ l 1 POINT OF DISCHARGE FOR SITE '¢ 12"ADS W w r � v Q IT C�F �` U] s 'IEVISIO� C^V` FEB 2 5 . AULLaiNGOr-PA.RTr: ,..+ 4 .16 a 0 10 20 40 HDRIZ. 0 ' Scale In Feet � r �m� APPROVE❑ FOR CONSTRICTION ' LL BEFORE , � ' � CITY OF EDMONDS n �� `y - A' + r) DATE: zx � i'F � e � YO,0 DEG 81 �� ,�BY: C3,00-2 " a° ��'' ASP"A`-' iE= ��.a; ;�°�� w !� `' +,� / a> _ = sUNDERGROUND SERVICE ( SA) CITY NGI U VI 10N11 PERMIT #BLD 20190887 J4VLTA IIff:M:j1D-Kill NI*,IF1 rki LylIMil ;�A W,tol '►llrore l PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. acn (n N � N c�a rn n N CEMENT CONCRETE 18"x24" CURB +1 /32" -0" TYP FRAME AND GRATE PER COE STD DTL SD-320 SERIES OR RING AND COVER PER COE STI7 DTL GU-420 8" MIN- 1 a" MAX HANDHOLDS (2) SEE APPLICABLE STANDARD DETAILS TOP SLAB - SEE CIE STD DTL GU--423 FRAME AND GRATE E0"x24" OR �d •� i • . 24" DlA 6" MAX a 12" (TYP) " y STEPS OR LADDER 48", 54". 60". 72" OR 96" " T T PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15' CPSSP• 12' (WSDQT STD SPEC 9-05,20) SOLID WALL PVC 15" (WSDQT STD SPEC 9-05.12.(1)) PROFILE WALL PVC 15" (WSDQT STD SPEC 9-05.12(2)) PAVEMENT, �9/16. 1-1 /2" DEPTH VARIES .. , R 1 14DD t^i 16"x22" L3/4" G__ GUTTER_-__ '- OPENING PRECAST 17--3 4"x23-3 4" CONCRETE RISERS R 1 32 25' . �. t; CATCH BASIN '� at WALL SECr101� A n Z -A SECTION o m = a _B_- CURB CURB AND GI�TI"ER N co co VERTICAL -OR 25" � � � a AM � ¢ -� NI fZ ORIENT SO THA HEY y a NOT ABOVE PIPE .ysk �2 4 r / r � r ARE CORRUGATED POLYETHYLENE �� 2_1 2" S• STORM SEWER PIPE PLANTING STRIP OR SIDEWALK FOR SLOT DETAIL LEVELING PAD SAND COLLAR OR y SEE COE STD DTL SD-324 I! POLYPROPYLENE KOR-N�--SEAL AROUND M 1 /2" DLd 1/8 x 3/4 x 2-1 %4" SAFETY STEP PIPE 2", 4", 5", OR 12 A wz (6 MIN) E 12" O.C. (TYP) DY Li 23-3/4" (SEE NOTE 6) D c? 7 w s I I NOTES: = CONCRETE L) ¢ P#.AI+1 M Q�ER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE GUTTER o 2.-0" � WITH WS{�OT STANDARD SPECIFICATION 9-05.50(3). � - j MIN } }F 5 DRAFT 1 "- �xo rPRECAST BASE AND 2. AS AN ACCEPTABLE ALTERNAT1VE TO REBAR, WELDED WIREIy 1MAa � INTEGRAL RISER ��`y f+ FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER-- Mr,L, Tr� FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY -3%4" a � I -3%$"� �LEIIATICN TO ASTM A4S7 (AASHTO M 221). WIRE FABRIC SHALL NOT f - SEA NOTE 5 _ Z BE PLACED IN KNOCKOUTS.ix SEE NOTE 6 rn fI16" LEVEL PAD 16 'I11N 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF 3/4 x 2-1/4' x 1/8'";-=; �� ALL JOINTS, RINGS, RISERS AND FRAMES. `.z; - F-LAN - .-::.:.. - NOTES: �. ^gyp -0 O 4, ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX m �F� Z m °' 7 NOTES: DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR B 1. USE WITH Two LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2' Q 0 3 0) o C :: T . CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDQT STANDARD SPECIFICATION 9-05.50(3)_ ,� SHAPE. NOTES: P LONG. NOTE SLOT DETAIL. 'o c L) m U Q Q w � 0. ' o ❑ � ¢ � ❑ 1. DRiLL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 58 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE _11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD 2• MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06_ � � 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN PIPE INVERT IS 5'-0'. / " CLEARANCE. (ALLEN HEAD) BOLTS, 2" GANG. 3. "OUTFALL TO STREAM DUMP NO POLLUTANTS" fN RAISED LETTERS SHALL BE LOCATED ON GRATE AS SHOWN, 111 B. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION BORDER AREA, TON �.'Q� 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. PRECAST CONCRETE SHALL BE CLASS 40.00. 4. SHALL CONFORM TO SEC. 7.05 OF THE WSDQT STANDARD SPECIFICATIONS. 7- CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE 3. SET FRAME TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. �.. KNOCKOUT OR CUTOUT HOLE SIZE SHALL £DUAL Pies^ OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX � WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB. 60" FOR 72" CB, 84" FOR 95" t 4. MATCH CENTERLINE OF CATCH BASIN TO CURB LINE FOR TYPE 1 AND I-L. 5. WELDING IS NOT PERMITTED. CB, MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 46", 54", AND 60" C8; 12" FOR 72" AND 56" CB. BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY � COVER POSITION. 5. VANED GRATE SHALT_ BE INSTALLED ON CONTINUOUS ROAD SLOPES. HERRINGBONE GRATES SHALL BE ltVSTALI..1;D IN 6• USE IN CONTINUOUS SLOPE CONDITIONS ONLY. 5. ALL SAGS AND SUMPS.Du CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDQT STANDARD (MEASUREMENT AT THE TOP OF THE BASE) g, VERTICAL EDGE OF RISER SHALL NOT BE MORE T1WN 2" 7. EDGES SHALL HAVE 0.125" RADIUS, 0.i25" CHAMBER OR COMPLETE DEBURRING. '��,�I31 � SPECIFICATIONS. PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. 5. CURB/CURB AND GUTTER AS REQUIRED BY THE CITY ENGINEER. 8_ USE A THROUGH CURD INLET WITH HERRINGBONE GRATE IN SAG VERTICAL CURVES PER COE STD DTL SD-324. `QIO2+IAL 6- STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423. REVISION DATE REVISION DATE REVISION DATE REVISION DATE CATCH BASIN,, TYPE I I MAY z018 JANUARY 2A18 STANDARD JANUARY 2018 JANUARY 2018 00 CITY OF EDMONDS 4g" �4" 60", CITY OF EDMONDS CATCH BASIN TYPE I CITY OF EDMONDS FRAME INSTALLATION CITY OF EDMONDS VANED CRATE r �' PUBLIC WORKS �" STANDARD - PUBLIC WORDS STANDARD PUBLIC WORKS STANDARD � PUBLIC WORKS STANDARD � � < � E �2 96;;: DEPARTMENT DEPARTMENT ,F DEPARTMENT U DEPARTMENT DETAIL DETAIL DETAIL „ DETAIL- � v� `µ� ;.� ``s t u ° APPROVED I3Y R. 1rIHGLISH S D - 3 2 3 ... 1 �' Fs i go APPROVED BY; R. ENGLISH S D - 3 s ; S=_1, APPROVED BY: R. ENGLISH S D -- 3 D 3 '`s f I , �' APPROVED BY: R. ENGLISH S D - 3 2D � z I N 0 � Q U ta cO 00 U t[? IA 3 1OUNDARY NAME 1/2" MAXIMUM DISTANCE BETWEEN SPACERS X 3 LETTERS RECESSED 9-3/8" FOR BLOCK OR m TO BE FLUSH �11. s 1/2" MIN BRICK MH SECTION SHALL BE 10 FEET (]N CENTER 7-1/4' FOR p THIS SIDE TO CURB 11" MACHINING CLEARANCE 9-1/2- FOR PRECAST MH SEAL BOTH ENDS OF CASING N A I THIS f3AI� 1 " THICK "�� I MANUFACTURED RUBBER SEALING DEVICE f1 SECTION 4" FOR 7" FOR MODIFIED STEP FOR PLACE END SPACER DD � o J BAR (TYP) j 7/8' SLOT am al r�r�acs �'►a }may r4z N co . L 1-3/4"J , (TYP) - r (TYP. 4 PLACES) F 0W kNE EX R 4 MODIFIED I-- 1 _ 1 "�� PRECAST MH SECTION M01MUM OF" FROM STEP]ti END OF CASING BARS 1-5/8" iANaHANDHOLDSTEP (T,P) THICK THIS AREA _ / SEE COE STD DTL GU 41O BARS 1-3/8' ' -THICK THIS AREA` NOTES: � f, f r r f r r re r f r r r f LADDER TO 13-3 4' MIN - POLYPROPYLENE HANG FROM 1 ]. LARDER MAY BE INSTALLED IN ALL MH STEP PLASTIC STEP CATCH BASINS AND MANHOLES ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING V) 6 a a o / f ,r r rf / , I - T WHEN DEPTH OF STRUCTURE FROM - - - - TOP OF FRAME Tfl LOWEST THE LIMIT OF INSERTION INTO THE BELL. WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE � rn 0 Iu f r r f r f r ` F FEET IN CONTACT WITH THE SELL OF THE JOINT SO -a ¢ ¢ ---I C E LEVELING PADS r r r. r r r , f f f r "y� L L EDS GU (} THAT 7HE SPACER PUSHES THE JOINT AND �i z ¢ 8�3 4" x 3 4" x 1 $' r f ! f % r r r I 2. DIMENSIONS FOR THE MH LADDER RELIEVES COMPRESSION WITHIN THE JOINT. LL ¢ SEE 1 / I a r{ r /, _ I z i- 1-7 8' DETAIL r r f, r r, 1 I AND STEP ARE MINIMUM Q Q Z TOP YID BELOW 0 f r f r r r r f { r r r j REQUIREMENTS ONLY. ( ) ¢ cv iD 0 r r r r I } STEEL PIPE CASING MILL PIPE OR DUCTILE IRON < a 0 3. STEPS AND HANDHOLDS SHALL BE BEDDING MATERIAL. (5/8" MINUS) >OR CRUSHED PER COE MOD 9-03.16.A.2 INSTALLED AT #'-O' ON CENTER USE 2 STAINLESS STEEL HOSE CLAMPS TO SECURE RUBBER SEAL 1--3/0" 6" MIN r r r r r r fr SUITABLE EXCAVATED MATERIAL AS ° SPACING. WHEN THE DISTANCE (1 ON CARRIER PIPE AND 1 ON CASING PIPE) 23-3/4" F 17-3/4' "rAPPROVED FEY CITY ENGINEER WALL FROM THE HIGHEST STEP OR r1-7/16"w r r r r f(SEE NOTE 2 BELOW) SUPPORT I I HANDHOLD AT THE TOP QF THE CARRIER PIPE (DUCTILE IRON) 1 a r ff r f , (TYP) MH FRAME EXCEEDS 1'-0' AND `� 2 STEP OR HANDHOLD W r r r r, r I } CANNOTRBE INSTALLED BECAUSE CASING 1/16"� II 3/4 I I I f w ! , , 1 QF THE I_QCATION QF THE MH pACERS +±SEE-_APPJ�OVED MATFRIAi �_ -l.� I,� R-7-1 /4. 1-3/4" --3/4" --1 -- 1- 3/4' a r / r FRAME, A HANDHOLD SHALL BE �- ---.. r } INSTALLED BETWEEN THE TOP 2 --1-1/4' r r { / ,r11-3/4" LAYERS OF BRICK OR COLLAR. 23-1/2 17-1/2' &" MIN # f r f f r r r , { FOUNDATION (IF RE4UfR®} f f SEE NOTE 4 4. IF BOTH STEPS AND LADDER ARE SIDE MEW END VILA REQUIRED IN ANY STRUCTURE, --- 8" MIN I THEY SHALL BE FROM THE SAME a' MIN o MANUFACTURER. 1-1/4 3/4" SEE NOTE 1 I S. STEPS AND LADDER SHALL BE 1"d_ W Q POLYPROPYLENE AND CONFORM TO * 24" FOR DUCTILE IRON CASING. L V J ASTM D4101 WITH 1/2 ASTM 7 } I A615 GRADE 60 STEEL. NOTES: c+I ROUND 1 REINFORCING BAR. LANE ! �-5 B" EWPTiCAL I P-13938, M.A.PS2-PF, OR EQUAL. 0 1. CASING SPACERS SHALL BE 'CENTER POSTfIONiNG" TYPE. I 6. FASTEN LADDER TO FLOOR AND 2. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES. W 3 TANGENT BETWEEN NOTES: --1 5.5" WALL SUPPORTS WITH 1-1/2" x r 1 TWO RADII 1 _ 3-3/4" ANCHORS. ANCHORS TO 3. RUNNER HEIGHT SHALL. BE SIZED TO PROVIDE: V W SLOT DETAIL OPTIONAL DESIGN FOR 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE _ BE INSTALLED PER MANUFACTURER A. MINIMUM 0.75' BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES. I • 36" FOR PIPE UP TO AND INCLUDING 12' DIAMETER RECOMMENDATIONS. 13 � . MINIMUM 1 " CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION. SEE NOTE 1 O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER ,l � NOTES: 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO D31VISION 9 OF WSDQT STANDARD SPECIFICATIONS FOR MATERIAL 4. STEEL CASING DIAMETERS ARE 'OUTSIDE DIAMETER' FOR 1 fi" AND LARGER. W GRADATION AND ADDITIONAL INFORMATION. 1'-b MAX� 4 1, SLIT FORMED AND RECESSED FOR 5/8'---11 NC X 2 SOCKET HEAD (ALLEN HEAD) BOLT, � 5. SPACER BAND WIDTH SHALL BE 12" FOR CARRIER PIPES THAT ARE 36' DIAMETER OR GREATER. r�1 ♦ � 2. GRATE SHALL BE DUCTILE IRON. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. � ° � 0 6. FOR STEEL CASING, PROVIDE SHOP -APPLIED ANTI -CORROSIVE COATING ON CASING EXTERIOR CONFORMING TO AWWA VJ A (�' 3. SHALL CONFORM TO SEC. 9-05.15 OF THEWSDQT STANDARD SPECIFICATIONS. C210. MINIMUM COATING THICKNESS 16 MILS DFT (DO NOT EXCEED MANUFACTURER'S MAXIMUM THICKNESS). PRODUCT � LL 4. USE HERRINGBONE GRATE IN CURB LINE OF SAGS AND SUMPS. 4. IF UNSTABLE MATERIAL I5 ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED PREFABRICEED LADDER 5. USE FRAME SHOWN IN STANDARD DETAIL. BY CITY ENGINEER. SHALL BE EQUAL TO TNEMEC HI -BUILD TNEME-TAR SERIES 46H-413. r REVISION DATE REVISION DATE REVISION DATE �- REVISION DATE � � r �- w='?. JANUARY 2Q18 JANUARY 2018 JANUARY 2018 JANUARY 2018 PARKING LOT/ ....:..::.: CITY OF EDMONDS AREA GRATE _ CITY OF EDMONDS TYPICAL TRENCH SECTION CITY OF EDMONDS STEP AND LADDER DETAIL „�..M � CITY OF EDMONDS CASING INSTALLATION S PUBLIC waRl{S (HERRINGBONE) STANDARD PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD v ,:::::.. DEPARTMENT DETAI L DEPARTMENT DETAIL ' ��_° � .. �.: I PUBLIC STANDARD DEPARTMENT DETAIL � � � DEPARTMENT DETAIL �;� AR MENT APPROVED BY: R. ENGLISH S D-- 324 s } 1g°�� APPROVED BY: R, ENGUSH G D - 4D 0 Igo `� APPROVED BY R. ENGLISH G u - 423 c, � APPROVED BY R. ENGLISH G U - 43 D RE F i ? 5 2020 APPROVED FOR CONSTRUCTION BUILD, DEPARTMEN CITY OF EDMONDS CITY f FI=0M0Nl DATE: BY: C3.20-2 CIT ENGI G D ION PERMIT #BLD 20190887 CARRIER PIPE DIAMETER 4' s" 8' 10' 12' CASING DIAMETER (PUSH -ON JOINT CARRIER PIPE) 10" 12' 14" 16" 20" CASING DIAMETER (MJ/MEGALUG JOINT CARRIER PIPE) 14' 16' 18" 20' 22" • STEEL CASING THICKNESS 0.25" 0.25" 0.25' 0.25' 0.25' SPACER BAND WIDTH 1 8' S. 8" 8" 8" PERMIT #BL❑ 291 9988' PORTION OF THE SW 1/4, NE 1/4, SEC. 29, TWP 27 N., RGE. 4 E., W.M. IBM MOUNT HYDRANT PLUMB PROVIDE 3' MINIMUM CLEARANCE AROUND HYDRANT I 4" STORZ ADAPTER DOUBLE SIDED BLUE ROAD 1 /2" EXPANSION RAISED PAVEMENT JOINT MATERIAL 18" MIN-24" MAX MARKERS 4" MIN-6' MAX ABOVE FINISHED ALIGN VALVE BOX EARS I GRADE PARALLEL WITH THE 3' x 3' x 3.5" FINISH GRADE WATER LINE IT SERVES 4" 'THICK CONCRETE PAD AROUND FL x MJ 6" R.W. CAST IRON ADJUSTABLE HYDRANT � y . 1 CY 1-•1/2" WASHED I GATE VALVE VALVE BOX TEE WITH ROCS{. V MIN ABOVE I RESTRAINED JOINTS FLANGED FLANGED DRAIN HOLES AND MEGA -LUG OR CO ECTION CONNECTION AROUND HYDRANT TO EQUAL FROM FOR HYDRANT BOTTOM OF DITCH LINE. HYDRANT TO VALVE VALVE COVER TOP AND SIDES (TYP) WITH MIRAFI 160N OR..,,, -THRUST BLOCK APPROVED EQUAL t - - f ti a 10 MIL PLASTIC UNDISTURBED EARTH � BETWEEN BLOCK I & TEE 12"x12%4" CONC. BL.K. 12"x12'x4" I 2" MIN CONC BL.K CLEARANCE HYDRANT CONNECTION PIPE TO a BETWEEN BE DUCTILE IRON CLASS 52. ' BLOCKING ANY INTERMEDIATE ,POINTS TO BE AND RESTRAINED ' -<- BOLTS ~ V • d .--_ THRUST +.,....w BLOCK NOTES: • ' 1. HYDRANTS AND ALL MATERIALS TO BE IN ACCORDANCE WITH CRY OF EDMONDS APPROVED MATERIAL moDIFicAnoN5 LISTINGS. 2. CONSTRUCT 3' X 3' x 3.5' THICK CONCRETE PAD AROUND HYDRANT PIPE. HYDRANTS SET IN CONCRETE REQUIRES AN EXPANSION STRIP AROUND HYDRANT BARREL IN AUDITION, THE INSTALLATION OF THE HYDRANT ON PRIVATE PROPERTY SHALL EQUAL OR EXCEED STANDARDS SET FORTH FOR THE INSTALLATION OF PUBLIC FIRE HYDRANTS IN THE CITY OF EDMONDS. 3. ALL HYDRANTS SHALE. WAVE A 6" MECHANICAL JOINT (MJ) BASF. TRAFFIC MODEL PROVIDED WITH (2) 2-1/2" HOSE NOZZLES AND (1) 4-1/2' NATIONAL STANDARD THREAD (NST) PUMPER NOZZLE WITH 4" STORZ QUICK COUPLING ADAPTER. 4. PUMPER PORT SHALL FACE THE STREET OR ROADWAY FOR FIRE ENGINE ACCESS. 5. THREE FOOT MINIMUM LEVEL CLEARANCE SHALL BE MAINTAINED AROUND HYDRANT WHEN PLACING LANDSCAPING. 6. FIRE HYDRANTS SHALL BE PAINTED SAFETY YELLOW BRAND: KELLY MOORE (1700-63 SUNBURST YELLOW) OR APPROVED EQUAL 7, RAISED PAVEMENT MARKER TO BE PLACED 4" FROM PAVEMENT C/L OR FAINTED LINE ON HYDRANT SIDE OF ROAD. 8. FIRE HYDRANT LOCATION SHALL BE SHOWN ON THE PLANS AT A LOCATION APPROVED BY THE CITY ENGINEER. REVISION DATE CITY OF EDMONDS JANUARY 2018 FIRE HYDRANT ASSEMBLY PUBLIC WORKS STANDARD DEPARTMENT DETAIL 17 APPROVED BY: R. ENGLISH WA- 100 M ' ?LJ TEST COCKS W/ PVC PLUGS (4 REQ-D) [RESILIENT SEATED SHUTOFF VALVES (2 REQ'D) MIN 12" CLEARANCES AROUND ADEQUATE GRAVITY DRAINAGE BACKFLOW PREVENTER - 12" MIN SYSTEM REQUIRED ALL SIDES, TOP AND BOTTOM 5' MAX W/ APPROVED AIR GAP GROUND/FLOOR NOTES: SIDE V[Er 1. APPROVED REDUCED PRESSURE BACKFLOW ASSEMBLY TO LAY HORIZONTAL ONLY. 2. DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. 3. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACKFLOW PREVENTER, 4. 00 NOT INSTALL IN AN AREA SUBJECT TO FLOODING. 5. MUST BE ACCESSIBLE. 6. MUST BE PROTECTED FROM FREEZING CONDITIONS. 7. THE BACKFLOW ASSEMBLY SHALL BE A STATE APPROVED MODEL. 8. A PLUMBING PERMIT iS REQUIRED -- PLEASE CONTACT DEVELOPMENT SERVICES DEPARTMENT. 9. MUST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER BY WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST RESULTS MUST BE SENT TO THE CITY OF EDMONDS WATER DNISION. (ABOVE GROUND INSTALLATION ONLY) REVISION DATE REDUCED PRESSURE JANUARY 2018 CITY O F EDMONDS BACKFLOW ASSEMBLY Z" PUBLIC WORKS AND SMALLER (RPBA) STANDARD ;s• DEPARTMENT DETAIL APPROVED BY- R. ENGLISH WA- 1 60A 4' HOSE CONNECTION W/ STORZ FITTING --E (AS REQ'Q BY FIRE DEPT) REFER TO CHART CHECK VALVE i s" MIN PIV ��--------- - CONNECTION PRE --ASSEMBLED, DOH STATE AS REQUIRED r- APPROVED DOUBLE CHECK BY FIRE DETECTOR VALVE ASSEMBLY MARSHAL r FLxFL TEE FLOW U 1-6' (TYP) j---� 18' MAX T 18" MEN i MEGA LUG MID SPAN I - RESTRAINT AND THRUST BLOCK AND VAULT SEAL m n SEE COE STD DTL WA- 111 EXTEND I A LADDER OUT, l FLANGED PENETRATIONS I z D AS REOUIREDI COUPLING SHALL BE CORE ' FOR EASY ADAPTER DRILLED I , ACCESS r rr 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 NQT.E5: EXTERIOR PLAN VIEYy 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 CLICKS 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 VFJW. 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" V-1" 0'-6" 4'-3" 10'-O' 5'-O" 6'-6" 6" x 3/4' 3'-9" V--2" O'-B" 5'-6" II'-O' 6'-0" 8' x 3/4' 4'-5" V-4" 0'-9" 6'-4" 12'-0' 10" x 1" 6'-O" 1'-8" 0'-11 8'-6" 14'--fa" 7'-0" 6" MINIMUM FROM THE FLOOR / - n ' ! e SENSUS SR2 WITH ECR/WP REMOTE READ THE ECR/WP SHALL BE INSTALLED ON AN OUTSIDE WALL FOR EASY METER READING INDQQE VERTICAL INSTALLATION ...............- REVISION DATE COMMERCIAL MULTI FAMILY APRIL zola CITY OF EDMONDS DOUBLE CHECK PUBLIC WORKS, DETECTOR ASSEMBLY (PLAN) STANDARD DEPARTMENT DETAIL APPROVED BY- R. ENGLISH WA- 142A ENCLOSURE "HOT BOX' OR EQUAL REDUCED PRESSURE BACKFLOW O ASSEMBLY (RPBA) � w a 120 VOLT ELECTRICAL OUTLET FOR HEAT TAPE, INSTALL HEAT TAPE FOR FREEZE PROTECTION. IF RPDA, USE SENSUS SR2 3" S MIN METER W/ TRPL REMOTE IF RPDA, USE READ. TRPL SHALL BE SENSUS SR2 120 VOLT INSTALLED ON SIDE OF HOT z METER W/ TRPL ELECTRICAL BOX WITH EASY ACCESS REMOTE READ OUTLET FOR HEAT FOR METER READING. ;,� TAPE. INSTALL UNION UNION CENTER BACKFLOW HEAT TAPE FOR 3" MIN I�-- PREVENTER IN - FREEZE 3/8"x4" ANCHOR BOLTS ENCLOSURE `O PROTECTION. (PER MANUFACTURER) 3" MIN CONCRETE SLAB z DRAIN (2000 PSI MIN) SEE NOTE fi � 4' MIN - N GRADE D 6" MIN ' V-- F'VC PVC SLEEVE L 5x6 FREE DRAINING GRAVEL SLEEVE (TYP) W2.9xW2.9 WWI- (TYP) (WELDED WIRE TYPE K COPPER SUPPORTS FABRIC) OR APPROVED (SIZE AS REQ) z TYPE K COPPER (EAL Tylp) ID OR APPROVED (SIZE AS REQ) (TYP) CONNECT TO WATER METER IMMEDIATELY Ao ADJACENT TO RPBA FLOW TO OWNERS ELECTRICAL PANEL DIRECT 13URIAL 'DR IN RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS NOTES: SIDE VIEW FRONT VIEW (METER SLIDE) I. PROVIDE CITY APPROVED SUPPORT FOR DEVICES LARGER THAN 1" DIAMETER. 2. OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA OR RPDA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. MUST BE TESTED AFTER INSTALLATION AND YEARLY BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST RESULTS MUST BE SENT TO THE CITY OF EDMONDS WATER DIVISION. 4. REDUCED PRESSURE BACKFLOW ASSEMBLIES SHALL BE STATE APPROVED DEVICES. 5. ANNUAL TESTING OF RPBA AND RPDA REQUIRED BY OWNER. TEST RESULTS SHALL BE SENT TO THE CITY OF EDMONDS PUBLIC WORKS. 6. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL FIGURE 6-8 (SEE COE STD DTL WA- 160C). 7. ENCLOSURES SHALL BE LOCATED ON PRVATE PROPERTY. 8. SLEEVE SHALL BE ONE NOMINAL SIZE DIAMETER LARGER THAN PIPE BEING SLEEVED. REVISION DATE - HOT BOX ASSEMBLY FOR JANUARY 2018 CITY OF EDMONDS EDUCED PRESSURE BACKFLO PUBLIC WORKS ASSEMBLY (RPBA AND RPDA) STANDARD ,T, DEPARTMENT DETAIL i g APPROVED BY: R. ENGLISH WA- 1 6D B * DOOR SIZE TO BE DETERMINED 9Y SIZE OF VAULT AND ACCESSIBILTTY TO LADDER TRPL REMOTE 4" STORZ ADAPTER W/ 127 BEND READ qA FINISHED DOUBLE LEAF TRAFFIC GRADE BEARING LID WITH DRAIN SLOTS LW HATCH E I I -- ` a DRAIN PIPE a I - (DRAIN TO DRY WELL OR CB) ... z •: .. ' MEGA LUG MID SPAN RESTRAINT AND u THRUST BLOCK AND VAULT SEAL a a SEE COE STD DTL WA-111 (TYP) EL I 18" MIN ROUBLE CHECK VA • (TYP) UL APPROVED DSY FLOW - v a a 10" FLOOR DRAIN ~ I I 4' HOSE I I�CONNECTION' L_ - (AS REQUIRED BY FIRE DEPT) _'•- E:- - 71 " -_r� LADDER -- -L I-� SEE COE SM DTI~ WA- 142A if �- I� u •• r. . 2 MINIMUM GRINNEL , PIPE SADDLE AND STAND #258 OR EQUAL ®, I -6-5/8- MINUS C.S.T.C. \,�t 2- PVC DRAIN (SEE NOTE 4) COMPACTED TO 95X MAX. WASHED DRAIN ROCK NOTES; DENSITY'j, t (SIZED PER DESIGN) 1. ACCESSES BY LW HATCH: TYPE 'D' (HD-10 PEDESTRIAN LOAD; H-30 TRAFFIC LOAD) WITH SIDE OUTLET GUTTER DRAIN. 2. VAULT COVER GUTTER DRAIN SHALL CONNECT TO A DRY WELL OR CATCH BASIN. 3. SEE COE STD DTLS WA-183 AND WA-184 FOR DCDA LOCATION AND CONNECTION REQUIREMENTS- 4. IF SOIL CONDITIONS OR PRESENCE OF GROUNDWATER DO NOT ALLOW DRAINAGE OF SUMP, DRAINAGE SHALL BE DIRECTED TO ONSITE DRAINAGE SYSTEM. S. SEE COE STD DTL WA-142A FOR PLAN VIEW. REVISION DATE CITY OF EDMDNDS COMMERCIAL MULTI -FAMILY mmcH 2a1s DOUBLE CHECK DETECTOR PUBLIC WORKS ASSEMBLY (PROFILE) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA-1 42B EXIST WATER MAIN SEE COE STD DTL WA--180 f 2' DOMESTIC SERVICE (COPPER) VIA ' 4" (MIN) FIRE LINE (DIP) RESILIENT GATE VALVES (TYP) SEE COE STD DTLS WA-180 AND WA-181 s; 4S`3 _2Ii1l PROPERTY LINE CURB SIDEWALK s '- SETBACK LINE I I w WM I FDC L PIV DCDA & VAULT SEE COE STD DTLS WA-142A do WA-142B 1. THE DCOA AND VAULT SHALL BE LOCATED ON PRIVATE PROPERTY AND ADJACENT TO THE RIGHT-OF-WAY LINE. 2. THE PIV AND FOC SHALL BE LOCATED ON PRIVATE PROPERTY AND SHALL BE DEAR THE DCDA. 3. THE PIV AND FDC SHALL HAVE A 3' MINIMUM CLEARANCE BETWEEN AND AROUND THEM. 4. THE FDC SHALL HAVE A 22' BEND WITH 4" STORZ ADAPTER ON THE ENV] REVISION DATE FIRE LINE AND 2" DOMESTIC JANUARY 2018 CITY OF EDMONDS SERVICE CONNECTIONS (PLAN VIEW) PUBLIC WORKS ALL ZONES EXCEPT ZERO -SETBACK STANDARD DEPARTMENT BUSINESS/COMMERCIAL DETAIL APPROVED BY: R. ENGLISH WA-184 BLIN" ••" r BLIND FLANGE BLIND FLANGE OR SMALLER SIZE PIPE C PLUG Q TEE WL PLUG b C I� b B EN d D 22-1/2' BEND 11-- 1/4' BEN NOTES: 1. BEARING AREA OF CONCRETE THRUST BASED ON 200 PSI PRESSURE AND SAFE SOIL, BEARING LOAD OF 2,1300 POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. THRUST BLOCK TABLE MIN BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET MIN DIST (IN FEET) PIPE SIZE A B C D E b d 4" 3 1 1 1 1 1 0.5 6" 4 4 2 1 1 1 0.5 $° 7 6 4 2 1 1.3 0.7 lO' 111 10 1 6 3 2 1.6 0.9 12' 16 14 9 5 3 1.9 1.1 16" 29 25 16 8 4 2.5 1.4 3, CONCRETE 1LOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. THRUST BLOCK SHALL BEAR AGAINST FITTINGS AND UNDISTURBED SOIL. FITTING SHALL BE WRAPPED IN POLYETHYLENE FILM BEFORE PLACING CONCRETE 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATIONAL PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. BLOCKING MAY BE REDUCED WITH USE OF RESTRAINED JOINTS ADJACENT TO FITTINGS. 7. CONCRETE SHALL NOT COVER FITTING BOLT AND NUTS. REVISION DATE H CONCRETE THRUST ST JANUARY 2018 CITY OF EDMONDS BLOCKING PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY R. ENGLISH WA -15 D be r r t r f t f t t / t ✓ t � / l u1 aW ! ! f ! t r t/ t r fr tt t a� 7':� r� fr f r ft f t 6" MIN # t ✓ rf rt tf ff ft t La t r t a ff tt ft fr ♦ t f / 6" MIN tr tt } tt f' tt tr tf r 8' MIN 06114 SEE COE STD DTL GU-410 BEDDING MATERIAL (5/8' MINUS) CRUSHED PER COE MOD 9-03.16.A.2 OR SUITABLE EXCAVATED MATERIAL AS APPROVED BY CITY I NCANEER (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 36" FOR PIPE UP TO AND INCLUDING 12' DIAMETER O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS 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. REVISION DATE CITY OF EDMONDS JANUARY za18 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY- R. ENGLISH G U - 4❑ D APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE. j� BY: CITY EN IN �R_M VION U) 0 Ln w of a z0 m m �[nv�i� ~~lw A�Wi Uj LLJ �Nr2 CO Li',I T m z Qo N 2 N to U U_ �. cV cu d 7 0 E3 Q N❑ in 0 00 � U �N U J K) 0 w 0 U [� Ln � � 3 x 3 am I].7 d a a CN p rn � rn w 2L7Q Q C) Q = Z 4CCNNiL O W Q 3: Z = U � to W = J V V H w U Q a W Q 0 � F- N N � FEB 2 5 262t] 3UILDINC-'ARTMEN i CITY 0, C3.22-2 PERMIT #BLD 20190887 F't KIVI I I lTb LU ZU -I WOO