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APPROVED ENG PLN STM - Civil Plans BLD2021-1482SE 1/4 NE 1/4 SEC. 23, T. 27N., R. 03E, W.M. L TYPE III DRIVEWAY SEE SHEET C4.1 FOR DETAIL W 0 W Q (D PROPOSED DEVELOPED Sf ac DISTURBED AREA (ON -SITE) 11,636 0.27 IMPERVIOUS 7,002 0.161 HOUSE 4,776 0.11 DRIVEWAY (SOUTH) 1,125 0.03 PARK] NG STALL 268 0.01 WATER FEATURE 84 0.00 PAVERS 749 0.02 PERVIOUS (LS) 4,634 0.106 DISTURBED AREA (OFF -SITE) 70 0.00 TRENCH PATCH (PAVING) 70 0.00 IMPERVIOUS ON/OFF-SITE 1 7,072 0.16 41 D o C) PROPOSE D 1 ® PARKING D d DPI /17q� D D ° _ ° LI _ D D°F_I o D I DRAWING INDEX C1.0 COVER SHEET C1.1 GENERAL NOTES C2.0 TOPOGRAPHICAL SURVEY C3.0 TESC PLAN C3.1 TESC DETAILS C4.0 GRADING & UTILITY SHEET C4.1 GRADING & UTILITY DETAILS C4.1 PROFILES BURDETT SFR UTILITIES: GAS: PUGET SOUND ENERGY (425) 882-4406 ELECTRICITY: SNOHOMISH COUNTY PUD (425) 783-1000 STORM: CITY OF EDMONDS (425) 771-0241 SEWER: CITY OF EDMONDS (425) 771-0241 WATER: CITY OF EDMONDS (425) 771-0241 GARBAGE: REPUBLIC SERVICES (425) 778-0188 FIRE: SOUTH COUNTY FIRE (425)-551-1200 PROJECT TEAM: APPLICANT/ CHRIS & LISA BURDETT LEGAL OWNER: 332 SUNSET AVE N EDMONDS, WA 98020 (206) 715-9910 CHRIS.BURDETT@CBRE.COM CIVIL FURR ENGINEERING SERVICES PLLC ENGINEER: DEAN FURR 4715 142ND PL SW UNIT#B EDMONDS, WA 98026 (206) 890-8291 FURRENGINEERING@GMAIL.COM SURVEYOR: ALLIED LAND SURVEYING, INC. MIKE WATKINS 11611 AIRPORT RD. SUITE B4 EVERETT, WA 98204 (425) 482-0223 MIKE@ALLIEDLANDSURVEYING.COM ARCHITECT: BLAKE FISHER ARCHITECTURE & DESIGN 330 DAYTON ST. SUITE 6 EDMONDS, WA 98026 (206) 852-5054 BLAKE@BLAKEFISHERARCHITECTURE.COM 00 00 � Q \� 1 • � ro a Gaspers s, Edmonds 4 �Q• cilmar L„ 'p THE OF E-D Holy Rosary Church Glen St b Brackett's Daley St Landing North z qqa' z k i4 1 Salt and Iron ll get SDa�nd `Edmondsla Edmo ds Ferry Terminal Edmonds ir�_nl Epulo Bi tro nds � 19 Sall Sea Brewing woey,onsc Dayton St Cc & Restaurant T T Y % m Maple st cn tort of Edmond n � alder Sr Alder St 1 � � 9eck Ln Walnut Street Coffee _— -, ICA Edmonds elleberger in Edmonds Bowl Marsh Creel�� Ace Hardware VICINITY MAP NTS Brackett`s Landing Shoreline Sanctuary_ ,SITES y z 1�ti' ��+ v J 15' UTILITY EASEMENT D I� W I J REC #202203220630 D o J d D ° D D D D 12 ° D 6 "� �� D ° !� o p J� I 0 D °D N5�D31'20"HIV r, 1 �7.23'(C°) 198.100'(D) D 25 ,5� 1S' mac, i 0 O z D d d d D D D D � O I 0 _ WALL — --- -- -- -- -- " "—=--------------_—_-----_____ —�I N �d D Imo^ SD — — SD — — SD — — SD — — — — — — --SD — SD dS aS dS aS dS aS I 1 DI --- — — —---------/�V :1� � x I I- -- -- - I D LJ d 1 1 I I I �V — I D LID — J i WALKWAY (PAVERS) I I W/ U �P�O� ����' I I D x o I I V I � GP` I D t rr 20' BSBL i ��� I I / / 1 I` Q� ����`� I 15' BSBL — ° ° D OI CIE S�0 I I/ I GF 1 o i- l e w i ROOF l 1 i /�/ 1� i I I o w II I -------- DD D v y y Dy v y y I /O j- \I cp rrO� ` O1 O N O w -----ft —-- —�—a----a----d � --D— — — — — 0 SEE LOT LINE----- y I , 7- ADJUSTMENTIN 1 I d ° D FORBEARING d d d co I o zo MAIN ENTRANCE I D D D ROOF LINE D D ° I� AND DISTANCE I Om II i - 1 I � D ° g pn---SD SD SD DSD --SD I ACCESS EASEMENT CDCD I — ° ,Y, D D D I \ / REC. # 2022020401577 ofZ II I WATER FEATURE I I ° ° ° d D I — Zo I ; I I D D D D ° ° D k I ��f II 1 COM LINE i I D° D ° ° D D D D ° I I D DD D LL_ 60°4200W1—D ���Q _ _ _ _ D� ASS Ss ° S ° ° D D —I � ...K I TEL TELL UGP L — — —TEL — — —TEL TEL — — —TEL — — — — — — — — — — — — — — — — — — — — — — — — — — —— ----- — — — — — — — — — — — — — — — — — _1 LL_ I N U) D I I I I II I a 4 NEW LEGAL DESCRIPTION: PARCEL A - PARCEL NUMBER: 27032300100900 POWER BOX POWER TRANSFORMER UGP D ---- I 1 POWER LINE U, 197.23'(C)198.00'(D) 00CIO ' l N SITE INFORMATION: THAT PORTION OF LOT 4, SUNSET ADDITION TO THE CITY OF EDMONDS, ACCORDING TO THE VERTICAL DATUM: PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 41, RECORDS OF SNOHOMISH BASIS OF BEARING: COUNTY, WASHINGTON; THAT PORTION OF GOVERNMENT LOT 1, SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST OF THE WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: BENCHMARK: BEGINNING AT THE NORTHEAST CORNER OF FRONT AND EDMONDS STREET; THENCE NORTHERLY 280 FEET TO POINT OF BEGINNING; THENCE EASTERLY AT RIGHT ANGLES TO FRONT STREET, 198 FEET; THENCE ANGLE LEFT 90' 60 FEET; THENCE ANGLE LEFT AND 90' 198 FEET; THENCE ALONG FRONT STREET TO POINT OF BEGINNING, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID PORTION OF GOVERNMENT LOT 1; THENCE S58°31'20"E, A DISTANCE OF 197.23 FEET TO THE WEST LINE OF SAID LOT 4; THENCE S31°28'40"W ALONG THE WEST LINE OF SAID LOT 4, 51.07 FEET; THENCE S60°42'OOE, 57.01 FEET TO THE WEST MARGIN OF 2ND AVENUE NORTH; PARCEL(S): THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 362.37 FEET AND A DELTA ANGLE OF 2°27'56". ADDRESS: THENCE N60°42'00"W, 57.27 FEET; THENCE N31°28'40"E, 6.67 FEET; THENCE N58°31'20"W, 197.23 FEET TO THE EAST MARGIN OF SUNSET AVENUE; THENCE N31°28'40" ALONG THE EAST MARGIN OF SUNSET AVENUE, 60.00 FEET TO THE POINT PARCEL AREA: OF BEGINNING. ZONE: PARCEL B - PARCEL NUMBER: 00592200000400 THAT PORTION OF LOT 4, SUNSET ADDITION TO THE CITY OF EDMONDS, ACCORDING TO THE LAND USE: PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 41, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: SETBACKS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 4; MIN. REAR THENCE S60°42'00"W, A DISTANCE OF 71.18 FEET TO THE WEST MARGIN OF 2ND AVENUE MIN. SIDE NORTH; MIN. STREET THENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 357.13 FEET AND A DELTA ANGLE "; THENCE THENCENCE ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 362.37 FEET AND A DELTA ANGLE PERMITS REQUIRED OF 14°09'26"; THENCE N60°42'00"W, 57.01 FEET TO THE WEST LINE OF SAID LOT 4; THENCE N31°28'40"E ALONG THE WEST LINE OF SAID LOT 4, 99.40 FEET TO THE POINT OF BEGINNING. NAVD 88 N45°55'04"E ALONG THE MONUMENTED CENTERLINE OF 2ND AVENUE PER PLAT OF SUNSET ADDITION RECORDED IN VOLUME 15 PAGE 41. PER WGS SURVEY DATA WAREHOUSE DESIGNATION: 1778 = CAD # DB ID: 17606 DESCRIPTION: BRASS DISK IN CONCRETE MONUMENT LOCATION: IN THE CENTERLINE OF SUNSET AVENUE DIRECTLY WEST OF HOUSE #210 ELEVATION: 37.5655 332 SUNSET AVE EDMONDS, WA 98020 11,833 SF (0.27AC) RS-6 SINGLE FAMILY 15' 5' 20' DEMO, GRADING, UTILITY, AND BUILDING PERMITS N EXISTING I PUBLIC ALLEY — — — — — — N N60°42'00"W 57.27' PUBLIC o ALLEY I EXISTING I N RESIDENCE #401 W PROPOSED LEGEND PROPERTY BOUNDARY SD STORM DRAIN -------------- FOOTING DRAIN CATCH BASIN TYPE 1 ❑ YARD DRAIN PAVERS (SEE ARCHITECTURAL PLANS) DECKING (SEE ARCHITECTURAL PLANS) ° Dd CONCRETE D 0 PROPOSED LANDSCAPING TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. y Y Main St Dayton 5t 3• BURDETT SFR 332 SUNSET AVE N EDMONDS, WA 98020 PLN XXXX-XXXX Key Plan Registration 4/19/2022 I � FURR NOINEERING 10 5 0 10 20 SCALE: 1 INCH = 10 FEET APPROVED FOR COA67RW7M CITY OF EDMONDS DATE.• eY.• CITY ENGINEERING DIVISION 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Sheet Title COVER SHEET Revisions Scale: FES Project No: 21073 Date: J U N E 24, 2021 Designed: DAF Drawn: DAF Checked: DAF Sheet Number C1 no SE 1/4 NE 1/4 SEC. 23, T. 27N, R. 03E, W.M. BURDETT SFR 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) - 2022 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER MANAGMENT SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. m f3aaperr9t n>�(-7 z ryc Giltner Ln V / Sater Ln / 2 V Brackett's Landing / a� Shoreline �c Sanctuary.., SoundvApartmentsP V Sunset Beach Edmond Center F L the Arts Gle � V o D _ Brackett s .I t, Daley St z Landing No / /1101o) SS} Sprague St United S tes Rory s of'Ed om nds 9 Postal rvice Tip Pot Doughnuts: Salt apd Iran © sell St 1' Edmonds r- / Rusty Pelican Cafe r / V Cason Charter r BUCK Academy 1 ©Scratch D' tillery zr illy $"199 m 0 0 7r 3 M v Ed m Vista Holy Rosary Sch Holy Rosary Chur n St Dal z Spr ri France 19 nl Salish Sea Brewing W Dayton St a�µaaSk �� v, �Co & Restaurant Dayton St C a =r II D P. PSI NOTE: SINGLE TRUCK ONLY (NO TRUCK AND TRAILER) HAUL ROUTES NITS BURDETT SFR 332 SUNSET AVE N EDMONDS, WA 98020 PLN XXXX-XXXX Key Plan Registration 4/19/2022 FURR ENOINEERING SERVICES 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Sheet Title GENERAL NOTES Revisions Scale: FES Project No: 21073 Date: JUNE 24, 2021 Designed: DAF Drawn: DAF Checked: DAF APPROVED FOR COA67RW7701V CITY OF EDMONDS DATE.- BY.• CITY ENGINEERING DIVISION Sheet Number C1.1 LEGEND 5� FOUND CONCRETE MONUMENT AS NOTED O SET 1 /2" REBAR/CAP #40524 • FOUND REBAR/CAP AS NOTED SET OR FOUND TACK IN LEAD o SET LINE STAKE N POWER METER 4�UTILITY POLE WITH LUMINARE o GAS METER ® WATER METER ® IRRIGATION CONTROL VALVE hill CATCH BASIN O SANITARY SEWER MANHOLE o MAILBOX - W - APPROX. WATER LINE LOCATION - s - APPROX. SANITARY SEWER LINE LOCATION 20 10 0 20 40 SCALE IN FEET (D) DEED DESCRIPTION (M) MEASURED DIMENSION (C) CALCULATED DIMENSION (P) PLAT OF SUNSET ADDITION DIMENSION, VOL. 15, PG. 41 S 0 DECIDUOUS TREE /... .. 41.79 , ` , , � ...... SITE BM /.. ® D. an. CJ TACK IN LEAD CABLE RISER EL. 41.47 POWER BOX 4� , �/ "TELEPHONE RISER �... .. .. _ {� °00 �42 ° MAILBOXES ... .. � MAI o. . 41.95 ®� �� ° N 1 Sall :71 83 4212 42 86 LEGAL DESCR1PT10N] THAT PORTION OF GOVERNMENT LOT 1, SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST OF THE WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF FRONT AND EDMONDS STREET; THENCE NORTHERLY 280 FEET TO POINT OF BEGINNING; THENCE EASTERLY AT RIGHT ANGLES TO FRONT STREET, 198 FEET; THENCE ANGLE LEFT 90° 60 FEET; THENCE ANGLE LEFT AND 90° 198 FEET; THENCE ALONG FRONT STREET TO POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SUBJECT TO AN EASEMENT: GRANTED TO: PUBLIC UTILITY DISTRICT NO. 1 OF SNOHOMISH COUNTY PURPOSE: UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM RECORDING DATE: SEPTEMBER 13, 1971 RECORDING NO.: 2214349 AFFECTS : NORTHEASTERLY 7 FEET SUBJECT TO RESTRICTIONS, CONDITIONS AND COVENANTS OF RECORD, IF ANY. (PER CHICAGO TITLE COMPANY, COMMITMENT NO. 500112839, DATED: NOVEMBER 10, 2020) PARCEL NUMBER: 27032300100900 TREE TABLE # SIZE / TYPE DLR 1 6" DECIDUOUS 5' 2 6" DECIDUOUS 6' 4� ��� 42.91 a DLR = DRIP LINE RADIUS /\ POWER ... �� a O ORC Q . /� o o ... y 49 41:81 43.04 43.32 �TyA.. \. 00, �^X 1... ® o FIi 9 . n� . � BO CHIMNEY ° RF B.L.A. MONITOR. WE R STEEL-T k Fq� S/p REC. /VO. FENCE Rq'LSr A 60 jCF 43.84/ 2Q140.91$5002 O > >3 2 <7�D 1CONTROLLEGEND FOUND CONCRETE MONUMENT WITH BRASS PIN WITH PUNCH IN CASE DOWN 1.15' �o 6' WOOD FENCE �� o ° 45. 8 44 / 2.5' WOOD FENCE ©FOUND CONCRETE MONUMENT WITH BRASS PIN WITH PUNCH IN CASE DOWN 0.75' / 8656 DRIP LINE © FOUND CONCRETE MONUMENT WITH TACK IN LEAD IN CASE DOWN 1.60' (D)FOUND TACK IN LEAD WITH WASHER #22969 NORTH 0.22' x WEST 0.18' OF CALCULATED POSITION 4 5.37 \ 2 (E)FOUND TACK IN LEAD WITH WASHER # X DOWN 0.5' AND NORTH 0.17' x EAST 0.10' OF CALCULATED POSITION cgRgcF �\°moo FO FOUND 3/4" IRON PIPE SOUTH 0.21' x EAST 0.15' OF CALCULATED POSITIONh H © FOUND 3/4" IRON PIPE IN CONCRETE SOUTH 3.44' x WEST 1.88' OF CALCULATED POSITION (3 FOUND 1 3/4" IRON PIPE SOUTH 3.38' x WEST 2.09' OF CALCULATED POSITION RECORDING CERTIFICATE SURVEYOR'S CERTIFICATE Filed for record this day of-20—at V. This map correctly represents a survey made by me or under my in book —of —at Page direction in conformance with the requirements of the Survey Recording Number Recording Act at the request of CB Hotel I, LLC in January, 2021. at the request of James R. Watkins. County Auditor Deputy Auditor R. 1 ' I^ certificate number: 40524 DADU FF: 45.72 / CONTROL DETAIL 1"=100' �Po 020140 / <v / �b 2 070 B 17 \ y/ C\�, 00, ,oO�q' '/�� 90 JOLJ / o '/ o^`b Q' O 2 4� N 7 / \ - / BASIS OF BEARINGS N45`55'04"E ALONG THE MONUMENTED CENTERLINE OF 2ND AVENUE PER PLAT OF SUNSET ADDITION RECORDED IN VOLUME 15, PAGE 41. REFERENCES - CHICAGO TITLE COMPANY, COMMITMENT NO. 5001 12839, DATED: NOVEMBER 10, 2020 -PLAT OF SUNSET ADDITION, VOLUME 15, PAGE 41. -BOUNDARY LINE ADJUSTMENT, RECORDING NO. 201409185002 a°. SURVEYOR NOTES INSTRUMENTATION FOR THIS SURVEY WAS A SOKKIA CX-65 TOTAL STATION. PROCEDURES USED WERE FIELD TRAVERSE, MEETING OR EXCEEDING STANDARDS SET BY WAC 332-130-090. ALL UTILITIES SHOWN WERE DERIVED FROM A COMBINATION OF CITY OF EDMONDS GIS AND PHYSICAL LOCATIONS ON THE GROUND SURFACE AT TIME OF SURVEY. CONTRACTOR TO VERIFY PRIOR TO ANY EXCAVATION. BOUNDARY LINES SHOWN REPRESENT THE DEED DESCRIPTION BOUNDARY. OWNERSHIP RIGHTS MAY VARY. DATUM NAVD88 PER WGS SURVEY DATA WAREHOUSE DESIGNATION: 1778 = CAD # DB ID: 17606 DESCRIPTION: BRASS DISK IN CONCRETE MONUMENT LOCATION: IN THE CENTERLINE OF SUNSET AVENUE DIRECTLY WEST OF HOUSE #210 ELEVATION: 37.5655 BOUNDARY AND Allied Land Surveying, Inc. TOPOGRAPHIC SURVEY 11611 Airport Road Suite B4 - Everett, Washington 98204 ED(P)425-482-0223 FOR CB HOTEL I, LLC SITE ADDRESS: 332 SUNSET AVE - EDMONDS, 98020 III SE I/4 OF NE I/4 OF SEC. 23, T. 27N, R. 3E, WM 11 DWN. BY: RJW/VRW CHK. BY: JRW DATE: 1262021 SCALE: 1 " 20' JOB NO. 21009 DATE: 1-26-2021 SHEET 1 OF 1 SE 1/4 NE 1/4 SEC. 23, T. 27N., R. 03E, W.M. CONSTRUCTION NOTES 00 N I I = zl 9 a Cn �6 �1 1 bi GAO 5(0 - d� 0 - D � • O G� � �5�� ��S d d D D 1 � OCATCH BASIN INSERT X SILT FENCE LIMITS OF CLEARING AND GRADING ASPHALT/CONCRETE TO BE REMOVED CONSTRUCTION ACCESS F �O�TO� O� STOCKPILE AREA loo20�d SAW CUT LINE ( 1 TREE TO BE PROTECTED TREE TO BE REMOVED SHORE EXISTING RETAINING WALL. PARTIAL WALL REMOVAL MAY BE REQUIRED FOR NEW STORM PIPE CONNECTION TO EXIST CB. DAMAGE TO EXISTING CONCRETE OR FENCE TO BE REPAIRED IN KIND OR BETTER. 15' UTILITY EASEMENT REC #202203220630 D D D D d ° D ° °D 1\159"31'20'%W D 127.23'( A) 198.1@0'(D) ° D WALL ____ BURDETT SFR NOTE: INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED. S AL T ( YP L / 6 F-F- I I • I � Z Qo I V I A I SIN S 5S 8 i 1 8g bwi a 332 5 EXISTING RESIDENCE J 1 c, �O 5 PEAK: 60.77 # 5 Q I FF. 47.19 Ld74 I IoN �0 y 12 oz 11 of LLI 0 0 U O ;\ 4 Z� d AS I LU S GAS I GAS GAS cas GAS GAS ::;�GAS L O I I , ----- 5 2 13 x x x x x x x x X6x x x x x x x x x xx — — — — N58°31'20"W ® a D 197.23'(C) 198.00'(D) D POWER BOX a I POWER TRANSFORMER n\030 CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES. 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW). 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 8• �P� 5 � �p2 RE 00 Z01 Ap918 Vie, `b I 00 I DECK D I I D° 6 t, I --- D D 15' D — — — — — ------------- x 3 H NL K EN E 6 1 13 � 9 x 1 x PUBLIC ALLEY I USE EXISTING ASPHALT DRIVEWAY FOR CONSTRUCTION ENTRANCE FOR DEMO AND OINITIAL SITE CLEARING - THEN INSTALL STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET C3.1 OFILTER FABRIC (SILT) FENCE PER DETAIL ON SHEET C3.1 OSAWCUT FULL DEPTH AT BACK OF CURB OPLASTIC COVERED STOCKPILE PER DETAIL ON SHEET C3.1 OREMOVE EXISTING STRUCTURES OTEMPORARY RIGHT TURN ONLY SIGN R3-5 (L&R) PER DETAIL ON SHEET C3.1 INSTALL ON FENCE O7 U HIGH CHAIN LINK TREE PROTECTION FENCING O$ REMOVE EXISTING ROCKERY OCAP EXISTING SEWER LINE AT PROPERTY LINE OPROTECT DOWNSREAM CATCH BASINS; INLET PROTECTION ON PROPOSED 10 CB'S PER DETAIL SHEET C3.1 11 EX WALL TO REMAIN 12 EX UTILITIES TO BE REMOVED BY OTHERS 13 REMOVE EX FENCE 00 1 � A G IW IN O Ix 5 I I �0 I X w I SIx d �I I II --- - x� 9 °0 _t C+ ' 0- O 00 N O o co Z �pARCE 00 7 0 oar QP 6 S .F 00 N I� 1\ N ,o3 F NE N W 6,146 S -H ACCESS EASEMENT O� REC. # 2022020401577 x N60°42'00 W— 5�1— ti x A 86.5E x AV5,F• 1 — x x x 61 1,p N60°42'00"W I 57.27' �o -H EXISTING RESIDENCE TEO #401 T /4JNPL TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC. PRIOR TO CONSTRUCTION ACTIVITIES. EARTHWORK QUANTITIES (SITE CUT = 450 CY FILL =50CY NET = 400 CY CUT CONTRACTOR TO VERIFY Know what's below. Call before you dig. BURDETT SFR 332 SUNSET AVE N EDMONDS, WA 98020 BLD2021-1482 Key Plan rn C• Registration � o as ti 46937 �GI3TER 1 SSIONAt �� Ix 4/1912022 0 z w ZI FURR w ENOINEERIN6 d o SERVICES A co 4715 142nd PI. SW #B, Edmonds, N Z WA 98026 ph 206.890.8291 10 5 0 10 20 SCALE: 1 INCH = 10 FEET APPROVED FOl9 COASTRWTM CITY OF EDAMM DATE.• BY - CITY ENGINEERING DIVISION Sheet Title TESC SHEET Revisions Scale: FES Project No: 21073 Date: J U N E 24, 2021 Designed: DAF Drawn: DAF Checked: DAF Sheet Number no SE 1/4 NE 1/4 SEC. 23, T. 27N., R. 03E, W.M. BURDETT SFR 2" x 2" WOOD/STEEL FILTER 2" x FABRIC nIATwC RA( VCII I AAATCAIAI 81, � FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS WIRE MESH FENCE TO SUPPORT FILTER FABRIC 2'-0" "//\\\i 2'-6" \- BURY BOTTOM OF FILTER MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON ALL 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN `St. IBy- REVIISM FILTER FABRIC FENCE ffR- 0T18 CITY OF EDMONDS FILTRATION SYSTEMS PUBLIC WORKS RD DEPARTMENT L APPROVED BY: R. ENGLISH 0 0 PLASTIC COVERED STOCKPILE C._3.4 ANCHOR WEIGHTS W/ STAKES 10'-0" OC MAX EA WAY OVERLAP PLASTIC SHEET SEAMS A MINIMUM OF 12". TAPE OR WEIGHT ALL SEAMS CONVEY RUNOFF TO APPROVED LOCATION BURY SHEETING IN 4" X 6" TRENCH A MINIMUM OF 8' FROM TOP OF SLOPE. BACKFILL W/ WASHED ROCK. TOE IN SHEETING IN 4" 6" TRENCH A MINIMUM OF 36" FROM BOTTOM OF SLOPE. BACKFILL W f WASHED RACK CONVEY RUNOFF TO APPROVED LOCATION PLASTIC SHEETING SHALL BE A MINIMUM THICKNESS OF 0.06 1 MIL 11 M A X ANCHOR WEIGHTS 4tiJ/ STAKES ` 10' MAXIMUM EA WAY PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED. I I E FULL WIDTH TRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. 20 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 `St. 18yv *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN CITY OF EDMONDS STABILIZED CONSTRUCTION ENTRANCE PUBLIC WORK DEPARTMENT ONLY R3-5R Right Turn Only Sign image from the Manual of Traffic Signs <http://www.trafficsign.us/> This sign image copyright Richard C. Moeur. All rights reserved. APPROVED BY: R. ENGLISH REVNM DATE JANUARY 2018 STANDARD DETAIL ER-901 `st. 181 - CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-902 BURDETT SFR 332 SUNSET AVE N EDMONDS, WA 98020 BLD2021-1482 Key Plan Registration 4/19/2022 FuRR EN6INEERIN6 SERVICES 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Sheet Title TESC DETAILS Revisions :►iKlli�! FES Project No: 21073 Date: JUNE 24, 2021 Designed: DAF Drawn: DAF Checked: DAF APPROVED FORCONaS'7RUC7701V CITY OF EDMONDS DATE.• BY.• CITY ENGINEERING DIVISION Sheet Number C301 i. LL. NDS 1210 12"x12" GRATE, GREY NDS 1210S 12"x12" GRATE, SAND NDS 1211 12%12" GRATE, BLACK NDS 1212 12"x12" GRATE, GREEN 12%12" GRATE FITS ALL CATCH BASINS, EXTENSIONS & ADAPTERS PROVIDE: V DS1216 6" EXTENSION DS 1218 12" EXTENSION AS REQUIRED. PIDS DS 1213 12"x12" CATCHBASIN, SINGLE OUTLET 1214 12%12" CATCH BASIN, DOUBLE OUTLET 6" SD COUPLING SIZE, SINGLE OUTLET ACCOMODATES NDS 1212, 1211 OR 1210. 12%12" GRATE AREA — 14" WITH 1 1 " SQUARE BOTTOM. 121/4" SQUARE BOTTOM WITH 3" AREA BELOW OUTLET ALLOWS 363 CUBIC INCHES OF SUMP AREA. ADAPTABLE UP TO 8" PIPE OR DOWN TO 3" OR 4" PIPE. 6" SD COUPLING SIZE, DOUBLE OUTLET ACCOMODATES NDS 1212, 1211 OR 1210. 12"x12" GRATE AREA — 14" HIGH WITH 11" SQUARE BOTTOM. 121/4" SQUARE TOP WITH 3" AREA BELOW OUTLET ALLOWS 363 CUBIC INCHES OF SUMP AREA. ADAPTABLE UP TO 8" PIPE OR DOWN TO 3" TO 4" PIPE USING ADAPTER #643. O 2 12 0 LL, Li- PROPOSED LEGEND Cn Cn 0 U) PROPERTY BOUNDARY —SD— STORM DRAIN -------------- FOOTING DRAIN CATCH BASIN TYPE 1 ❑ YARD DRAIN 1 �b c�'I SE 1/4 NE 1/4 SEC. 23, T. 27N, R. 03E, W.M. BURDETT SFR CONSTRUCTION NOTES OINSTALL 1-1/2" METER IN EXISTING METER BOX - RELOCATE BOX TO BACK OF CURB. ODRIVEWAY ENTRANCE PER DETAIL TR-543 SHEET C4.1 OCONCRETE POND SEE ARCHITECTURAL PLAN OREPLACE EXIST SIDEWALK OINSTALL CB TYPE 1 AND FLOATABLE SEPARATOR, SEE DETAIL ON SHEET C4.1 O4" CONCRETE (4,000PSI) MOTOR COURT O4" CONCRETE (4,000PSI) PARKING OEXISTING MAILBOXES TO REMAIN OS PLANTER STRIP W/GRAVEL 10 6" SSCO W/12" CST IRON LAMPHOLE COVER WITH 1/2" HEX BOLTS AND CONCRETE COLLAR PER DETAIL SHEET C4.1 INSTALL 1-1/2" PE MUNICIPEX WATER LINE FROM BACK OF METER G oQ C� t- Po �� 11 TO HOUSE, WRAP PIPE WITH TRACER WIRE (BLUE) �j, 0 I LANDSCAPE IRRIGATION BACKFLOW ASSEMBLY PER DETAIL , �1 WA-160A. SHEET C4.1, RPBA SHALL BE REGISTERED AND �� � �(�Q '!�� ' �cJvV� �� �'� �° I 12 INSPECTED BY THE CITY'S CROSS -CONNECTION CONTROL CB-1 5 SDMH TYPE 2 48" ��J \� SPECIALIST, JEFF KOBYLK, WHO CAN BE REACHED AT RIM 41.75E c�F` $ 1 RECI#2022 3220630LITY T 8"IE-37.56 NIW,NE,SE M 44.00 ���'�. �� �Cp� � 425.771.0235'. °6"IE=38.75 ()6" IE=37.56 (SW) �D` ° ° �� I 13 MATCH EXISTING (SE) ° 12 D 6„t, �j� w O YARD DRAIN DETAIL NOT TO SCALE OMR #3. Source Control of Pollution A Recommended Pesticides ECDC 18.030.060.3 BMPs from S WM M WW Volume IV, S411 — Wondercide Outdoor Pest Control Spray BMPs for Landscaping and Lawn/Vegetation Management. BMPs for Landscaping Active Ingredients: • All landscape clippings will be disposed of in a recycling bin Cedarwood Oil 12.63% picked up by the local waste management company. Sesame Oil 2.73% Additional BMP's for Landscaping Sodium Lauryl Sulfate (derived from plants) 1.09% • Coverall "exposed" soils with 2" thick mulch per BMP C121 Inert Ingredients (Water, Glyceryl Monooctanoate, Soap, Decanoic acid, o for more than 1 week during the dry season Monoester with 1,2,3-Propanetriol) 83.55% o for more that two days EcoSmart Insect Killer Granules • Mulch mowing when practical Active Ingredients: BMPs for Pesticides Clove Oil 2.00% The current home owner have pets that will be in lawn/landscape areas and Thyme Oil 0.60% will only use pesticides as a last resort. However, if they find that Inert Ingredients (Corn Cobbs and Wintergreen oil) 97.40% conventional non -chemical means of pest control is not working, it is recommended to use a minimum risk pesticide safe for pets and the environment. BMPs for Vegetation Management • Remove infested vegetation by mechanical method • Prepare all soils with at least an 8" "topsoil" with at least 8% organic matter to provide a sufficient vegetation -growing medium. • if applying a pesticide use as directed only in the area of the . grass seed mix should be per the tables for "Landscaping Seed infestation during a day that is not windy or rain forcast Mix" or "Low -Growing Turf seed mix" in BMP C120 ® 13 D D D `LO N58D31 20",YV D 127.23'(C) 198.CV(D) D �g' �5, ��� 0 D D — ° 6 LF 8„ D DI @ 2.0% ' oo _ WALL r,N_ SD 98 LF, 8" PVC @ 1.21 % D_ SD SD SD SD SD SD 56 aS LF, 8" PVC © 3.98% aS aS aS aS as 1 D I ° c 15' — — — — — — — ----- --� I - I x _ D I D 44 i i CONNECT ROOF DRAIN / I — -- -- — , — i YD-3 RIM 43.85 „ D I W I CONNECT FOOTING ID D D I I i I 4 LF 6" 2� MIN \ \ I ' �� �P�O DRAIN TO SDMH I 6 IE=39.80 SW,NWI ( ) o p a a D \ \ FOOTING DRAIN (TYP) I �� I ��� OG1�` ROOF LINE TYP o I D SBL 15' BSBL i 28LF 6 PVC @ 3.52%3 1 �I G( �' w I I - If I ` —_ I _0_— C w OCJ 6" SS POC i I W w LL z I w i �G Ok EL=40.95 JCO 0 Li o o� co Q 11 ��C ROOF LINE (TYP) ------ i i y, y 0 N o w-----�---- �— —^—� —a---- a — — — — — ° �y y " y y ` `y a A I (D LnI 1 I I� y y y / Z �I I° I Wff, i YD-1 ° D IN D D y y wN I i RIM 42.75E i t D ad ° ° D° DL�l o a zo II i 6"IE=39.75 (NE) 3 i I D D D °D D I '` ACCESS EASEMENT 2 A I i I D ° ® 25 SD SD SD DSD --SD \ REC. # 2022020401577 w Z II i i 6 g ° D ° 41 LF, 6" PVC @ 2.00% D ° O k l Z� II � I I D D ° D YD-2 ' / I - R ° D RIM 43.85EM 43.85 D 6"IE=40.52 (NW,NE) I l_ 3.00'5f01 N6 D 00W 1k TE ii — --SS JS --° — — TE — — — TE — — — TE — AS— ° T L TEL TEL TEL TEL — — ----------- D UGP UGP — — — — —° — — — D— — — — — — — — — — 1 — — — — — — — J � I 110.67' — — 4" SSCO— — — — ° 11' ° 86.56' N58'31'20"W — — — — — — m 197.23'(C) 198.00'(D) 6" SSCO 13 l POWER BOX 44 LF 4" PVC @ 2.00% 10 RIM=45.4± E=40.25± CONTRACTOR TO VERIFY _ POWER TRANSFORMER N60°42'00"W ASPHALT TO MATCH EXISTING 57.27' PER DETAIL GU-410 SHEET C4.1 PUBLIC ALLEY NOTES: EXISTING BUILDING MUST BE SPRINKLED. I N RESIDENCE A MINIMUM OF 3' SEPARATION IS REQURED BETWEEN DRY UTILITIES AND SEWER, WATER, STORM, AND TV REQUIRED TO RE -USE EXISTING SEWER LATERAL. #401 ANY CITY MAIN LINES. CONTACT engineeringpermits@edmondswa.gov TO SCHEDULE INSPECTION. EXISTING LATERAL MUST BE MINIMUM 6" OR A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES REPLACEMENT WILL BE REQUIRED. LOCATED UNDER DRIVEABLE SURFACES AND 1' OF COVER UNDER LANDSCAPE AREAS. EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT I N FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING PAVERS (SEE ARCHITECTURAL PLANS) DECKING (SEE ARCHITECTURAL PLANS) ° Dd CONCRETE D OPROPOSED LANDSCAPING V, INSPECTOR. RESTORATION OF UTILITY PATCHES I N Ij:111�'�]_�rila�y►1►L::111E,X�::1_1►f��i>llq�[i]I�y��_1:L�:NI►lya_11�h COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. ALL FINAL RESTORATION WITHIN THE RIGHT-OF-WAY SHALL BECn COMPLETED BY THE CONTRACTOR AND NOT THE CITY OF EDMONDS. U) i TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. BURDETT SFR 332 SUNSET AVE N EDMONDS, WA 98020 BLD2021-1482 Key Plan Registration 4/19/2022 I r w URR ENGINEERING SERVICES 4715 142nd PI. SW #B, Edmonds, WA 98026 I ph 206.890.8291 10 5 0 10 20 SCALE: 1 INCH = 10 FEET AWED F)R CONSRRUCTIOIV CITY OF EDMONDS DATE.• BY. CITY ENGINEERING DIVISION Sheet Title GRADING & UTILITY SHEET Revisions Scale: FES Project No: 21073 Date: J U N E 24, 2021 Designed: DAF Drawn: DAF Checked: DAF Sheet Number C400 SE 1/4 NE 1/4 SEC. 23, T. 27N.7 R. 03E, W.M. BURDETT SFR SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE (WSDOT STD SPEC 9-05.12(2)) 5 Sry 3p, �2� * CORRUGATED POLYETHYLENE S+ STORM SEWER PIPE g \\ �12", 4", 6", OR 12" I NOTES: RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE 4h FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY 221 TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT Zb BE PLACED IN KNOCKOUTS. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS AND FRAMES. �\ 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 0 N 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. a 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) 8.VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. - �- `St. 18 , S t . IB9, CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE APPROVED BY: R. ENGLISH TOP VIEW TEST COCKS W/ PVC PLUGS (4 REQ'D) RESILIENT SEATED SHUTOFF VALVES (2 REQ'D) U �A U REVISION DATE JANUARY 2018 STANDARD D ETAI L SD-303 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 VIEW 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. DO 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 DIVISION. (ABOVE GROUND INSTALLATION ONLY) REVISION DATE CITY OF EDMONDS REDUCED PRESSURE JANUARY 2018 BACKFLOW ASSEMBLY 2" PUBLIC WORKS AND SMALLER (RPBA) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA-1 60A pRppVF�'gY T pgNS�// p w�OT FRS 4 Rlq� p 9 FL N y OF pR��f PROVFN eRnVgTE wqy qT C17Y �P+ Q FULL DEPTH 0'• EXPANSION �O8 JOINT EXPANSION �QV / JOINT SEE DRIVEWAY CURB 30, TRANSITIONAL 11gX -C'y DETAIL BELOW (co Gq M M,y�FRORgOE� Q DRIVEWAY APPROACH q�> CONCRETE CURB AND GUTTER, SEE / O \ COE STD DTL TR-520 6' TYP \ EXISTING PAVEMENT FULL DEPTH I MAX 15' 1/2" EXPANSION 2' MIN JOINT SAWCUT I 0 7 2�MAXMAX 8.39, MA 4 6" CURB X SLOPE f SECTION A -A DRIVEWAY CURB TRANSITIONAL DETAIL FOR CURB AND GUTTER OR VERTICAL CURBS NOTES: OCURB AND GUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2O DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" CSTC COMPACTED TO 95% MAXIMUM DENSITY. 3O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 4O 2' ASPHALT SAWCUT REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. 50 CONCRETE SHALL BE CLASS 3000. 60 CURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE ACHIEVED, MAXIMUM CURB TRANSITION LENGTH SHALL BE 15-FEET. 7O MAINTAIN 1/2" LIP AT GUTTER. 8O IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY. 9O INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. 10 FINISH SHALL BE LIGHT BROOM. ` S t . 10, REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH APRIL 2021 TYPE PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R - 5 41 RESIDENCE 1 1 2' ' CLEANOUT (MAX) (TYP) w U �A U REVISION DATE JANUARY 2018 STANDARD D ETAI L SD-303 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 VIEW 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. DO 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 DIVISION. (ABOVE GROUND INSTALLATION ONLY) REVISION DATE CITY OF EDMONDS REDUCED PRESSURE JANUARY 2018 BACKFLOW ASSEMBLY 2" PUBLIC WORKS AND SMALLER (RPBA) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA-1 60A pRppVF�'gY T pgNS�// p w�OT FRS 4 Rlq� p 9 FL N y OF pR��f PROVFN eRnVgTE wqy qT C17Y �P+ Q FULL DEPTH 0'• EXPANSION �O8 JOINT EXPANSION �QV / JOINT SEE DRIVEWAY CURB 30, TRANSITIONAL 11gX -C'y DETAIL BELOW (co Gq M M,y�FRORgOE� Q DRIVEWAY APPROACH q�> CONCRETE CURB AND GUTTER, SEE / O \ COE STD DTL TR-520 6' TYP \ EXISTING PAVEMENT FULL DEPTH I MAX 15' 1/2" EXPANSION 2' MIN JOINT SAWCUT I 0 7 2�MAXMAX 8.39, MA 4 6" CURB X SLOPE f SECTION A -A DRIVEWAY CURB TRANSITIONAL DETAIL FOR CURB AND GUTTER OR VERTICAL CURBS NOTES: OCURB AND GUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2O DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" CSTC COMPACTED TO 95% MAXIMUM DENSITY. 3O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 4O 2' ASPHALT SAWCUT REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. 50 CONCRETE SHALL BE CLASS 3000. 60 CURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE ACHIEVED, MAXIMUM CURB TRANSITION LENGTH SHALL BE 15-FEET. 7O MAINTAIN 1/2" LIP AT GUTTER. 8O IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY. 9O INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. 10 FINISH SHALL BE LIGHT BROOM. ` S t . 10, REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH APRIL 2021 TYPE PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R - 5 41 RESIDENCE 1 1 2' ' CLEANOUT (MAX) (TYP) w Z J Z 0 Li o``' X Of CLEANOUT C WITH 45' BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 2"t r- FINISHED GRADE WATER TIGHT CAPS RISER LEVELING COLLAR - 45' SEE NOTE 4 45' / 12" PVC SLEEVE J / 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND GENERAL CLEANOUT DETAIL 45' BEND 12" LOCKING COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) 6" CITY STUB 4" OR 6" J 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT w of O w LEVELING COLLAR NOTES: o N SEE NOTE 4 a a ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE _ GASKETED. 12" f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED SLEEVE EQUAL. 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 OR APPROVED EQUAL) IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" UNDER ASPHALT OR CONCRETE DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR REVISION DATE CITY OF EDMONDS JANUARY 2018 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S S- 2 0 0 TRANSITION 5 DRIVEWAY WIDTH O STANDARD 1/2" PANEL FULL 1 1 EXPANDSIONHCONCRETE JOINT S DEWA K Q (TYP) SEE COE STD O DTL TR-531 =w OZ O_ N :2 / \ o PLANTER O �� PLANTER Q CONCRETE CURB DRIVEWAY APPROACH 3 AND GUTTER, SEE SIDE SLOPE (TYP) COE STD DTL FLOWLINE O8 SLOPE AS NEEDED TR-520 TO MATCH PLANTER DRIVEWAY APPROACH GRADES DRIVEWAY APPROACH WIDTH VARIES O 5' MIN 8'-12' 2' MIN 7 SAWCUT Og 8 % VARIES2% MAX SLOPE r, ROUNDING 6" CONCRETE DRIVEWAY APPROACH 2" 5/8" MINUS CSTC COMPACTED SUBGRADE 10 SECTION A -A NOTES: O1 CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2 CONCRETE SHALL BE CLASS 3000. 3 FINISH SHALL BE LIGHT BROOM. O4 FULL DEPTH 1/2" THRU EXPANSION JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT. MAXIMUM EXPANSION JOINT SPACING IS 10' CENTER TO CENTER. WHERE DRIVEWAY WIDTH IS LESS THAN 20', EXPANSION SHALL BE PLACED AT CENTER OF DRIVEWAY. O5 DRIVEWAY WIDTHS TO BE CONSISTENT WITH CITY STD DTL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE ADJACENT RAMPS. O6 A MINIMUM 4' RAMP TO BE INSTALLED UNLESS APPROVED OTHERWISE BY CITY ENGINEER. O7 FULL DEPTH 1/2" EXPANSION JOINT REQUIRED BETWEEN CURB AND DRIVEWAY APPROACH. O8 MAINTAIN 1/2" LIP AT GUTTER ADJACENT TO DRIVEWAY APPROACH. O9 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. 10 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 11 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. REVISION DATE DRIVEWAY APPROACH JANUARY 2018 CITY OF EDMONDS TYPE III T PUBLIC WORKS STANDARD DEPARTMENT DETAIL S} 1H9� TR-543 APPROVED BY: R. ENGLISH FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER WSDOT STANDARD SPECIFICATIONS 5-04.3(4) 1' APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. LBEDDING MATERIAL (1-1/4" MINUS) CRUSHED SURFACE BASE COURSE (SEE NOTE 3) IMPORT BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) TRENCH WIDTH HMA CLASS 1/2" PG 58H-22 (SEE NOTES 4 & 5) 1' NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. `St, 1009 ' REVISION DATE CITY OF EDMONDS TYPICAL HMA AND APRIL 2021 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 41 0 1" VENT HOLE WHEN NOT CONNECTED TO COMBINED SEWER 6" OR 8" PVC FACTORY TEE 24" 6" OR 8" PVC PLUG fV p 24" 1D MAX i� FLOW FLOW ADAPTOR OR PIPE JOINT z_ 6" OR 8" PVC PIPE SAND COLLAR OR COR-N-SEAL TYPICAL 6" OR 8" PVC PIPE AS REQUIRED 00 CATCH BASIN TYPE 1L, SEE STANDARD DRAWING 403 32" FLOATABLE MATERIAL SEPARATOR NOT TO SCALE APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE.• BY.• CITY ENGINEERING DIVISION BURDETT SFR 332 SUNSET AVE N EDMONDS, WA 98020 BLD2021-1482 Key Plan Registration 4/19/2022 \rwURR \Cw NOINEERING SERVICES 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Sheet Title GRADING & UTILITY DETAILS Revisions Scale: FES Project No: 21073 Date: J U N E 24, 2021 Designed: DAF Drawn: UAF Checked: DAF Sheet Number C401 SE 1/4 NE 1/4 SEC. 23, T. 27N.5 R. 03E, W.M. BURDETT SFR 61V 67111 Lei] 5101 55 50 45 40 35 30 0+00 0+50 1+00 1+50 STORM DRAINAGE WEST 56LF 8" PVC @ 3.98% H: 1 "=10' V: 1 "=5' WEST SOUTH NORTH WEST EXISTING GRADE FINISHED GRADE ------— — — — — — — — — — — -- ——--------- -- ---------------- 41 LF 8" PVC @ 2.00% 36LF 8" PVC @ 2.00% YD 3 RIM EL 43.85 8" IE 39.80 (SW) 8" IE 39.80 (NW) YD 2 RIM EL 43.85 8" IE 40.52 (NW) 8" IE 40.° ISDMH RIM EL 44.00 8" IE 37.56 (NW) 8" IE 37.56 (SE) 8" IE 37.56 (NE) CRc �M LO CB 2 RIM EL 43.85 8" IE 41.35 (SE) 0+00 0+50 1+00 1+50 STORM DRAINAGE EAST H: 1"=10' V: 1"=5' 611 50 45 Ell] 01 55 50 45 40 35 30 6& 4( L16i FINISHED GRADE 1K 6� NORTH BLDG WALL 50 EXISTING GRADE 45 EX RETAINING WALL I II 40 35 EX CB SDMH RIM EL 44.00 8" IE 37.56 (NW) 8" IE 37.56 (SE) 6LF 8" DI @ 2.00% 8" IE 37.56 (NE) 30 CV N V � 0+00 STORM DRAINAGE NORTH H: 1 "=10' V: 1 "=5' Nip 0111 BURDETT SFR 332 SUNSET AVE N EDMONDS, WA 98020 BLD2021-1482 Key Plan Registration 4/19/2022 24 ZENEGINEERING RVICES 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Sheet Title STORM DRAINAGE PROFILES Revisions Scale: FES Project No: 21073 Date: J U N E 24, 2021 Designed: DAF Drawn: DAF Checked: DAF APPROVED FOR CONSTRUCTbN CITY OF EDMONDS DATE.• BY. CITY ENGINEERING DIVISION Sheet Number C402