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APPROVED ENG RESUB2 BLD2024-0547+Civil_Plan+11.5.2024_1.55.21_PM+4602800LANDSCAPE AREA I N I I I I Cn I I I ROPOSED 2.5' . I SE 1/4 OF THE NE 1/4 OF SEC. 23, T. 27N., R. 03 E,,, W.M. REID SFR 6" SSCO \I 1��tio I LTRIAN EASEMENT BOUNDARY OF SEISMIC HAZARD AREA ti Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. Dc� S UTILITY EASEMENT RECORDING NUMBER #202410180145 K300 ACO TRENCH DRAIN W LLJ 600 1 �0 ����'� z P e�oG`� ° °c O U EX. 4' PVC SSC❑ RIM=45.16' IE= 40.23' x X BASIS OF BEARING N45'55'04"E ALONG THE MONUMENTED CENTERLINE OF 2ND AVENUE PER PLAT OF SUNSET ADDITION RECORDED IN VOLUME 15, PAGE 41. REFERENCES -PLAT OF SUNSET ADDITION, VOLUME 15, PAGE 41. -RECORD OF SURVEY, RECORDING NO.200707065001 -BOUNDARY LINE ADJUSTMENT, RECORDING NO. 201409185002. VERTICAL DATUM NAVD88 PER WIGS 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 (LOCATED IN 2021) Puget Sound SITE O VICINITY MAP 1 " = 2000' LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 1 IN SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 214 FEET NORTH OF THE NORTHEAST CORNER OF EDMONDS AND FRONT STREETS, CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON; THENCE RUNNING NORTH ALONG THE EAST SIDE OF FRONT STREET 66 FEET; THENCE EAST 120 FEET; THENCE SOUTH 66 FEET; THENCE WEST 120 FEET TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. (PER STATUTORY WARRANTY DEED, RECORDING NO.202307180223) SUBJECT TO EASEMENTS, RESTRICTIONS, CONDITIONS AND COVENANTS OF RECORD, IF ANY. PROJECT TEAM: POWER: SNOHOMISH COUNTY PUD OWNER/APPLICANT: KEVIN AND CAROLYN REID GAS: PUGET SOUND ENERGY 326 SUNSET AVE N STORM: CITY OF EDMONDS EDMONDS, WA 98290 SEWER: CITY OF EDMONDS ckreid93@comcast.net WATER: CITY OF EDMONDS GARBAGE: REPUBLIC SERVICES ARCHITECT: TYLER ENGLE ARCHITECTS 2126 WESTLAKE AVE FIRE: SOUTH COUNTY FIRE SEATTLE, WA 98121 TV: COMCAST 206-621-7150 PHONE: VERIZON info@tylerengle.com SITE INFORMATION: CIVIL ENGINEER: FURR ENGINEERING SERVICES PLLC DEAN FURR PARCEL(S): 27032300101100 4715142ND PL SW UNIT#B EDMON 98026 ADDRESS: 326 SUNSET AVE N 206-890-82 1 8291 EDMONDS, WA 98020 furrengineering@gmail.com PARCEL AREA: 7,920 SF (0.18 AC) SURVEYOR: ALLIED LAND SURVEYING, INC. 11611 AIRPORT ROAD - SUITE B4 ZONE: RS-6 EVERETT, WA 98204 425-482-0223 SETBACK: info@alliedlandsurveyinginc.com MIN. FRONT 20 FT. GEOTECHNICAL: COBALT GEOSCIENCES, LLC MIN. SIDE 5 FT. PHIL HABERMAN, P.E. MIN. REAR 15 FT. P.O. BOX 1792 NORTH BEND, WA 98045 MAX COVERAGE: 35% 206-331-1097 PROPOSED LEGEND phil@cobaltgeo.com ASPHALT PAVEMENT CONCRETE PAVEMENT PROPERTY BOUNDARY — — RIGHT-OF-WAY DEDICATION STORM DRAIN LINE ROOF DRAIN RD SIDE SEWER LINE FORCE MAIN LINE FM OCLEANOUT OYARD DRAIN C) PROPOSED TREE 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. DRAWING INDEX C1.0 COVER SHEET C2.0 TESC PLAN C2.1 TESC DETAILS C3.0 GRADING AND UTILITIES PLAN C3.1 GRADING AND UTILITIES DETAILS TCP1.0 TRAFFIC CONTROL PLAN HP1.0 HAUL PLAN TOPOGRAPHIC SURVEY 10 5 0 10 20 SCALE: 1 INCH = 10 FEET BLD2024-0547 APPROVED FOR CONS77?UC77ON CITY OF EDMONDS ENGINEERING DIVISION DATE.APPROVED AS NOTED v ( �12/19/2024 CITY ENGINEERING DIVISION zi . ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com REID SFR 326 SUNSET AVE N EDMONDS, WA 98020 xxxx_xxxxxxx XXX - Key Plan Registration 10/30/2024 rrum C 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Sheet Title COVER Revisions 1 8/12/2024 PER CITY COMMENTS 2 10/30/2024 PER CITY COMMENTS Scale: FES Project No: 23088 Date: APRIL 15, 2024 Designed: JV Drawn: TJW Checked: DAF Sheet Number RESUB C 1 Nov 05 2024 CITY OF EDMONDS . DEVELOPMENT SERVICES DEPARTMENT SE 1/4 OF THE NE 1/4 OF SEC. 23, T. 27N.7 R. 03 E, W.M. REID SFR zi I rzr-r:nln 3 CATCH BASIN INSERT . X SILT FENCE LIMITS OF CLEARING AND GRADING ASPHALT/CONCRETE TO BE REMOVED CONSTRUCTION ACCESS FO �O��O� O � STOCKPILE AREA 0�020_Oa0� SAW CUT LINE TBR TO BE REMOVED CONSTRUCTION NOTES OUSE EXISTING ASPHALT DRIVEWAY FOR CONSTRUCTION ENTRANCE FOR DEMO AND INITIAL SITE CLEARING - THEN INSTALL STABILIZED CONSTRUCTION ENTRANCE PER EDMONDS STANDARD DETAIL ER-901 OFILTER FABRIC (SILT) FENCE PER EDMONDS STANDARD DETAIL ER-900 OSAWCUT FULL DEPTH AT BACK OF CURB OPLASTIC COVERED STOCKPILE PER DETAIL THIS SHEET. STOCKPILE TO BE COVERED WITHIN 48 HOURS OF BEING ESTABLISHED OREMOVE EXISTING STRUCTURES OPROTECT DOWNSREAM CATCH BASINS; INLET PROTECTION ON PROPOSED 6 CB'S PER EDMONDS STANDARD DETAIL ER-902 \ EX UTILITIES TO BE REMOVED \ REMOVE EX FENCE OEXISTING WALL TO REMAIN 0 REMOVE EXISTING STORM DETENTION SYSTEM AND PIPING 11 CUT AND CAP EXISTING SIDE SEWER AT PROPERTY LINE WITH GRIPPER TWIST PLUG 2 REMOVE EXISTING CONCRETE SIDEWALK PANELS Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE EARTHWORK QUANTITIES (SITE) CUT = 20 CY FILL = 120 CY NET = 100 FILL CY CONTRACTOR TO VERIFY PROPOSED FUTILITY •EASEMENT FOR PARCEL #202410180145 .D • D. gyp. D P Dd a D A LLl' d o0 . D 01016� aLL ...��•.p• Q�SG�OP O. .D p . D . A. p. D ' d _ d C p EX. 4' PVC SSC❑ RIM=45.16' IE= 40.23' NOTE: I I I I INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED. 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 DATE.• T— 10 5 0 10 20 SCALE: 1 INCH = 1 BLDI( -0547 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION APPROVED AS NOTED 12/19/2024 ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com REID SFR 326 SUNSET AVE N EDMONDS, WA 98020 xxxx-xxxxxxx XXX Key Plan Registration �v ,, 4693 w� -GISTS lb.-IONAI, E��1 10/30/2024 r-,M EA�fNEE 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Sheet Title TESC SHEET Revisions 1 8/12/2024 PER CITY COMMENTS 2 10/30/2024 PER CITY COMMENTS Scale: FES Project No: 23088 Date: APRIL 15, 2024 Designed: JV Drawn: TJW Checked: DAF Sheet Number C200 RESUB Nov 05 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W CITY ENGINEERING DIVISION SE 1/4 OF THE NE 1/4 OF SEC. 23, T. 27N, R. 03 E,,, W.M. REID SFR 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL 91 0 I CV 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 0 TO SUPPORT FILTER I FABRIC CV \%/ \\%/\\ j\\//\\//\//\//\\//\\%/\\%/\\%/\\i I BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-900 SEE COE STD DTL GU-410 rn o w o d X > BEDDING MATERIAL (1-1/4" MINUS) 6" MINL CRUSHED SURFACE BASE COURSE (SEE NOTE 2 BELOW) w D- a- 6" MIN // A // // // // FOUNDATION (IF REQUIRED) // / SEE NOTE 4 8" MIN 8" MIN SEE NOTE 1 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE • 24" FOR 8" DIAMETER PIPE • 36" FOR 12" DIAMETER PIPE • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS APRIL 2021 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 400 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT 18y- CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (TYP) 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 D ETAI L ER-902 _LS 4 TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 * PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN CITY OF EDMONDS STABILIZED CONSTRUCTION ENTRANCE PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-901 GENERAL CONSTRUCTION NOTES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND REMOVAL OF SHORING AND BRACING, AS REQUIRED. DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE CODES, RULES AND REGULATIONS: INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR - CURRENT INTERNATIONAL BUILDING CODE (IBC) OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT - 2024 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST BRIDGE AND MUNICIPAL CONSTRUCTION OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. -WASHINGTON STATE DEPARTMENT OF ECOLOGY 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, STORMWATER MANAGEMENT MANUAL FOR THE PUGET UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE SOUND BASIN (2024) AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING UNLESS NOTED OTHERWISE SAID UTILITIES. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. WHENEVER CONSTRUCTION IS IN PROGRESS. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT APPROVED BY OWNER'S REPRESENTATIVE AND CITY. DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY APPROVAL. RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. INFORMATION. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES LESS, PLACE ETHAFOAM200 CUSHION AS A CUSHION BETWEEN THE SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD UTILITIES. SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL ELECTRICAL WORK. UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY IRRIGATION SYSTEM. BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. INSTALLATION. 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. CONSTRUCTION SEQUENCE NOTES 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE NOTICE IS REQUIRED. RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 3. CALL FOR UTILITY LOCATES. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE OUTSIDE THE CONSTRUCTION ZONE. ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES GEOTECHNICAL REPORT. AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS VEGETATION IS ESTABLISHED. AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER 6. DEMOLISH EXISTING STRUCTURES. PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER FEATURES. SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS UNLESS OTHERWISE APPROVED BY THE ENGINEER. SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW). 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO FRONTAGE IMPROVEMENTS. THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS SHALL CONNECT TO THE 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO STORM DRAINAGE SYSTEM, UNLESS OTHERWISE NOTED. REVEGETATION OF ENTIRE SITE. ALL DISTURBED AREAS TO BE 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON SD-642. THESE DRAWINGS. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER INSPECTOR. QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 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 BLD2024-0547 APPROVED FOR CONSTRUCT/ON C/TY OF EDMONDS ENGINEERING DIVISION APPROVED AS NOTED 12/19/2024 CITY ENGINEERING DIVISION ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com RED SFR 326 SUNSET AVE N EDMONDS, WA 98020 xxxx_xxxxxxx XXX Key Plan Registration 10/30/2024 r-LM 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Sheet Title TESC DETAILS Revisions 1 8/12/2024 PER CITY COMMENTS 2 10/30/2024 PER CITY COMMENTS Scale: FES Project No: 23088 Date: APRIL 15, 2024 Designed: DAF Drawn: DAF Checked: DAF Sheet Number RESUB C2Nov 05 2024 CITY OF EDMONDS DEVELOPMENT SERVICES 0 DEPARTMENT SE 1/4 OF THE NE 1/4 OF SEC. 23, T. 27N., R. 03 E, W.M. REID SFR CONSTRUCTION NOTES OCONNECT ROOF DRAIN. MIN SLOPE 2% REPLACE EXISTING WATER METER AND SERVICE WITH NEW O1" METER AND SERVICE. WRAP PIPE WITH TRACER WIRE (BLUE) O4' CONCRETE (4,000 PSI) DRIVEWAY OREROUTE EXISTING DRY UTILITIES TO NEW LOCATION 5 EX. SSCO TO REMAIN. REPLACE WITH 6" PIPE. MAINTAIN EX. IE OINSTALL SSCO WITH 12" CAST IRON LAMPHOLE COVER WITH Z" HEX BOLTS, PICK HOLE AND CONCRETE PAD; SEE DETAIL SHEET 3.1 OROOF DRAIN TO RUN THROUGH CRAWL SPACE O6" FRENCH DRAIN WITH GRAVEL AND PERFORATED PIPE OK100 ACID TRENCH DRAIN; SEE DETAIL SHEET C3.1 K300 ACO TRENCH DRAIN; SEE DETAIL SHEET C3.1 10 RIM= 44.51' IE= 42.67' STORM NOTES: ALL YARD DRAINS ARE TO BE INSTALLED PER THE DETAIL SHEET 3.1 ALL CLEANOUTS TO BE INSTALLED PER COE STD DETAIL SS-200B ALL ROOF DRAINS ARE 4" PVC WITH A MINIMUM SLOPE OF 2% UNLESS OTHERWISE NOTED. ALL FOOTING DRAINS ARE 4" PERFORATED PVC WITH A LEVEL SLOPE UNLESS OTHERWISE NOTED. MR #3. Source Control of Pollution 11 MATCH EXISTING FOOTING DRAIN SUMP, CONTRACTOR TO SUPPLY SUMP 12 PUMP. FOOTING DRAIN TO BE PUMPED DIRECTLY TO YD-1 VIA 1-112" FORCE MAIN @RESTORE LANDSCAPING TO MATCH EXISTING 14 4" PERFORATED PVC FOOTING DRAIN CONNECT TO EXISTING SEWER MAIN VIA CORE DRILL WITH 15 ROMAC SADDLE OR EQUAL; SEE EDMONDS STANDARD DETAIL SS-202 IE= 40.15' 16 CONNECT NEW 1" WATER SERVICE LINE VIA TAPPING TEE; SEE DETAIL SHEET 3.2 NOTES: BUILDING MUST BE SPRINKLED A MINIMUM OF 3' SEPARATION IS REQUIRED BETWEEN DRY UTILITIES AND SEWER, WATER, STORM, LINES AND 5' SEPARATION FROM ANY CITY MAIN LINES. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVEABLE SURFACES AND 1' OF COVER UNDER LANDSCAPE AREAS. EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. IF RIM TO INVERT ELEVATION EXCEEDS 5 FEET THEN A TYPE II MANHOLE WILL BE REQUIRED DRIVEWAY SLOPES SHALL NOT EXCEED 14% PER ECDC 18.80.060 EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTION MINIMUM OF T SEPARATION BETWEEN BENDS IN SEWER OR STORM PIPE ECDC 18.030.060.3 BMPs from SWMMWW Volume IV, S411 - BMPs for Landscaping and Lawn/Vegetation Management. BMPs for Landscaping • All landscape clippings will be disposed of in a recycling bin picked up by the local waste management company. Additional BMP's for Landscaping • Cover all "exposed" soils with 2" thick mulch per BMP C121 o for more than 1 week during the dry season o for more that two days • Mulch mowing when practical BMPs for Pesticides The current home owner have pets that will be in lawn/landscape areas and will only use pesticides as a last resort. However, if they find that 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. • Remove infested vegetation by mechanical method • if applying a pesticide use as directed only in the area of the infestation during a day that is not windy or rain forcast Recommended Pesticides Wondercide Outdoor Pest Control Spray Active Ingredients: Cedarwood Oil 12.63% Sesame Oil 2.73% Sodium Lauryl Sulfate (derived from plants) 1.09% Inert Ingredients (Water, Glyceryl Monooctanoate, Soap, Decanoic acid, Monoester with 1,2,3-Propanetriol) 83.55% EcoSmart Insect Killer Granules Active Ingredients: Clove Oil 2.00% Thyme Oil 0.60% Inert Ingredients (Corn Cobbs and Wintergreen oil) 97.40% BMPs for Vegetation Management • Prepare all soils with at least an 8" "topsoil" with at least 8% organic matter to provide a sufficient vegetation -growing medium. • grass seed mix should be per the tables for "Landscaping Seed Mix" or "Low -Growing Turf seed mix" in BMP C120 RESTORATION OF UTILITY PATCHES UTILITY PATCHES WITH LESS THAN 20-FEET OF SEPARATION SHALL BE 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 BE COMPLETED BY THE CONTRACTOR AND NOT THE CITY OF EDMONDS. PROJECT SITE CATEGORY: RS-6 DISCHARGE LOCATION: PUGET SOUND THROUGH THE CITY'S MS4 TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN AND LANDSCAPE 2,785.61 DIRECT DISCHARGE ROOFS 3,767 DIRECT DISCHARGE HARD SURFACES 3,464 DIRECT DISCHARGE X% REPLACED 62.46% DIRECT DISCHARGE STORM CROSSING TABLE CROSSING # UTILITY VERTICAL CLEARANCE PC 1 TRENCH 1.30' PC 2 6" PVC 1.09, PC 3 DRY UTILITIES 3.00' RESTORATION LIMITS TO BE DETERMINED BY CITY ENGINEERING INSPECTOR I Cn PROPOSEDLEGEND PROPERTY BOUNDARY STORM DRAIN FOOTING DRAIN FORCE MAIN -FM - ROOF DRAIN RD SIDE SEWER LINE FOOTING DRAIN FD - -- - - UNDERGROUND POWER LINE OCLEANOUT OYARD DRAIN PAVERS (SEE ARCHITECTURAL PLANS) ° CONCRETE Dd F D ASPHALT + PROPOSED TREE BOTTOM OF PIPE = 42.86' DIRECT DISCHARGE TO SOUND O 8� � C� 00 g155 o 201 - - - - - - 57LF8"PVC @3.93% to I I� I� I SDMH TYPE 2 48" I I > TOP 44.00 I I 00 8" (NW,NE,SE,E) IE 37.36 , I J I co .7 ✓ 'VowI I `o 4 ° p D ° :42.51' a D A. P J�O�PS�� P 7LF 8" PVC @ 1.00% p / <-)C PG� YD-5 RIM 43.85 8"IE=39.80 6LF 4" PVC @ 3.48% STUB ° /� ' YD-4 ( D IE=41�2 � 1° RIM 43.85f 73LF 8" PVC @ 1.00% I D ° ` ° 10LF 8" PVC @ 1.00%// / ° G �2 8"IE=40.52 (NW, Q� 5'BSBL 1 ,- GRAVE 44.96 `� - y L 56.0 --- - ---- -- - -- - \. pd . EG:41.94 I G D a. t - ilQ - 1.1% 44.79 EG:45.15 - - - - - - - - - -D EG: 45.20 S UTILITY EASEMENT 11 I.I ° i3.2% iEL a a IN 44.62 .. D I RECORDING NUMBER 20' SBL. e 14 I 44.60 #202410180145 r PC3 I SDCO-5 I P 44.52 \ D I EG: 42.04 I I I I TOP=44.96 D D 1 W / I I i I i IE IN 42.17 I p 0 "� I YD-1 J 2.0% - - - - - I IE OUT 42.17 I D J I p ° p ° °DF3 11 TOP=44.86 19LF 8" PVC @ 1.00% D I - -"� t �p ° . I ? IE OUT 41.89 / I I 91 I . 4496 IE OUT 41.89 coQ I e 1 23LF 4" C900 @ 2.00% I D D I SOP=4O4 59 a°D I 44.54 I I 12 � 44LF 6" @ 2.00% I I °.�o, � ° I 30' IE OUT 43.24 I m I 14LF 8" PVC 1.00% TOP OF PIPE: 15.' BSBL L 600 I @ I 12 43.00' I I ° \I- p�0P�\ 0� 1 8 FINISHED FLOOR=45.00' 3 013LF 4" PVC @ 2.00% S(45.00 23%PC' U � r44IE=41.67 .98 �\ I I ISDCO-3 TOP=44.68 I I \ I IE OUT 43.33 cD 44.59 44.96 C� °. ° 9 2.0% 44.59 X �1 - SDCO-2 I IIE 43.49 I I I I 17LF 8" PVC @ 1.00% o I o 44.53 13LF 4" PVC @ 2.00% 2.0% .-.F'-D(I 30.00 ' I 1. R58°3 20 >, J U' I 1 (n e i SDCO-1 TOP=45.10 IE IN 43.41 I D. I o I ROPO ED 2.5 � PED�l ESTRIAN EASEMENT BOUNDARY OF SEISMIC HAZARD AREA - �Q 4� Qo�� �Fz o� Is IE IN 42.79 2 IE OUT 42.79 I [�, � "* � 1 I� 4 - - Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. 5' BSBL N58°31'20"W 120.00' 0 7 1 I I YD-2 TOP=44.66 IE IN 42.97 IE OUT 44.59 4'EASEMENT �0o13 NT ��S�\�� I ACCEPTABLE TIGHTLINE MATERIAL: SDR 35 SCH 40 N-12 F810 HANCOR D D o O 44.96 0� I x I U 4\ f44.99.4.81 p °' ° 0 44.88 - D ;� i� R 44.73 I. D \ \ PC2 II° p ° I EG:45.37 EG:45.28 9 ° 23.0'6T \ � D 26LF 6" @ 2.00% I ° ° 3.00, k I 45.07 - - -, L OQ 000 � 45.08 45.10 45.15 15 �SSCO-2 TOP=41.80 �000 IE OUT 40.28 6 \, IE OUT 3.69 N 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. EX. 4' PVC SSCO RIM=45.16' - IE= 40.23' Know what's below. Call before you dig "N 10 5 0 10 20 SCALE: 1 INCH = 1 BLDI( -0547 APPROVED FOR CONSTRUCT/ON C/TY OF EDMONDS ENGINEERING DIVISION DATE.APPRnVFn ASASNnTFn 11 12/19/2024 BY. CITY ENGINEERING DIVISION ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com REID SFR 326 SUNSET AVE N EDMONDS, WA 98020 xxxx_xxxxxxx X X X Key Plan Registration w 4693 �4 GIST, ONAL EGGS 10/30/2024 r-.,M EIINEE 4715 142nd PI. SW #B, Edmonds, .WA 98026 ph 206.890.8291 Sheet Title GRADING & UTILITY SHEET Revisions 1 8/12/2024 PER CITY COMMENTS _ 2 10/30/2024 PER CITY COMMENTS Scale: FES Project No: 23088 Date: APRIL 15, 2024 Designed: JV Drawn: TJW Checked: DAF Sheet Number RESUB Nov 05 2024 C 3CITY OF EDMONDS DEVELOPMENT SERVICES . DEPARTMENT SE 1/4 OF THE NE 1/4 OF SEC. 23, T. 27N., R. 03 E, W.M. REID SFR SPECIFICATION CLAUSE E E K300 KLASSIKDRAIN 'DRAINLOK' EXPANSION JOINT TO PAVEMENT PER LOAD CLASS C f SEE NOTE 4 ENGINEER'S DETAILS DESIGN a SEE NOTE 3 DOCUMENTS GENERAL THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER CONCRETE K300 CHANNEL SYSTEM WITH �' " ^ ' "°' : i •" % d GALVANIZED STEEL EDGE RAILS AS MANUFACTURED BY ACO POLYMER PRODUCTS, INC. 4 MATERIALS CHANNELS SHALL BE MANUFACTURED FROM Q d POLYESTER RESIN POLYMER CONCRETE WITH AN INTEGRALLY CAST -IN GALVANIZED STEEL EDGE RAIL. 4 MINIMUM PROPERTIES OF POLYMER CONCRETE WILL d BE AS FOLLOWS: 4 / COMPRESSIVE STRENGTH: 14,000 PSI FLEXURAL STRENGTH: 4,000 PSI TENSILE STRENGTH: 1,500 PSI d / WATER ABSORPTION: 0.07% FROSTPROOF YES / 4 DILUTE ACID AND ALKALI RESISTANT YES d 3117 SALT SPRAY TEST COMPLIANT YES 4 Q 1 THE SYSTEM SHALL BE 12" (300mm) NOMINAL p INTERNAL WIDTH WITH A 14.2" (390mm) OVERALL WIDTH AND A CHANNEL 10" [250mm] d 4 Q / INVERT SHALLBUILT-IN HAVED V DEVELOPED 'V" SHAPE. ALL d CHANNELS SHALL BE INTERLOCKING WITH A d 1 4 MALE/FEMALE JOINT. 4 THE COMPLETE DRAINAGE SYSTEM SHALL BE BY ►.� / / ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER INSTALLATION WILL VOID ANY AND ALL WARRANTIES PROVIDED BY ACO POLYMER PRODUCTS, INC. 10" [250mm] 10" [250mm] NOTES. 1. IT ITN TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. CHANNEL SHALL WITHSTAND LOADING TO PROPER ENGINEERING ADVICE MAY BE REQUIRED. LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD AIR POCKETS. CLASS SPECIFIED AND INTENDED APPLICATION. 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL GRATES SHALL BE SECURED USING 'DRAINLOK' AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED. BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE. SHALL BE CERTIFIED TO MEET THE SPECIFIED EN 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED DETERMINE PROPER LOAD CLASS. IN ACCORDANCE WITH THE MANUFACTURER'S 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. INSTRUCTIONS AND RECOMMENDATIONS. K3D-C-ECP K300 - KLASSIKDRAIN - LOAD CLASS: C ACO Polymer Products, Inc. 825 W. Beechcraft St 9470 Pinecone Dr. 4211 Pleasant Rd. IN Exposed Concrete Pavement Casa Grande, AZ 85122 Mentor, OH 44060 Fort Mill, SC 29708 I INSTALLATION DRAWING - ACO DRAIN Tel: 520-421-9988 Tel- 440-639-7230 Tel- 0 DATE: 08/18/16 Fax: 520 421-9899 Fax: 440 639 7235 Fax: 803 802 10603 Arizona Tel: 888-490-9552 e-mail: salesaa acousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-543-4764 �7_ z of w w Z a 0( w Q RESIDENCE w � � Of ONE-WAY > V) CLEANOUT WITH 45' 2' BEND AND ONE-WAY (MAX) CAP; SEE LEA OUT STD SS-200B (TYP); SEE STD SS-200B `St. 18y" NOT TO EXCEED 100' BETWEEN CLEANOUTS ONE-WAY CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR; SEE STD SS-200B (SEE NOTE 5) NOTES: TWO-WAY CLEANOUT (W/ CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR; SEE STD SS-200C (SEE NOTE 5 & 6) 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT LID TO BE 12" CAST IRON CLEANOUT COVER WITH 1/2" HEX BOLTS AND A PICK HOLE. EAST JORDAN IRON WORKS PRODUCT #00366102 OR APPROVED EQUAL. 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: • IN ROADWAYS PER COE STD DWG GU-424 • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR 5. TWO-WAY CLEANOUT SHALL ONLY BE USED IN CITY ROW/EASEMENTS. WITH APPROVAL FROM THE CITY ENGINEER, IT SHALL BE USED IN LIEU OF A ONE-WAY CLEANOUT, IF ONE-WAY CLEANOUT CANNOT BE PHYSICALLY INSTALLED AT THE EDGE OF ROW/EASEMENT. TWO-WAY CLEANOUT SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO EDGE OF ROW/EASEMENT. 6. TWO-WAY CLEANOUTS SHALL NOT BE INSTALLED ON PRIVATE PROPERTY. CITY OF EDMONDS SEWER CLEANOUT DETAILS PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH REVISION DATE MARCH 2O24 STANDARD DETAIL SS-200A w Z J Of w a- 0 Of o_ w ZUw J > w Z o? LZ d 0a-< Ip(n of Q 0 �0_M Qpm SPECIFICATION CLAUSE E E K100 KLASSIKDRAIN 'DRAIN LOW PAVEMENT PER ° T LOAD CLASS A SEE NOTE 4 DESIGN a DOCUMENTS GENERAL THE SURFACE DRAINAGE SYSTEM SHALL BE POLYMER CONCRETE K100 CHANNEL SYSTEM WITH GALVANIZED STEEL EDGE RAILS AS MANUFACTURED 4 BY ACO POLYMER PRODUCTS, INC. a a d a a p MATERIALS a a 4 a a CHANNELS SHALL BE MANUFACTURED FROM POLYESTER RESIN POLYMER CONCRETE WITH AN 4 4 4 INTEGRALLY CAST -IN GALVANIZED STEEL EDGE RAIL. Q-7 MINIMUM PROPERTIES OF POLYMER CONCRETE WILL IF d d / / BE AS FOLLOWS: COMPRESSIVE STRENGTH: 14,000 PSI 4 FLEXURAL STRENGTH: 4,000 PSI 4. 4" [100mm] TENSILE STRENGTH: 1,500 PSI / / WATER ABSORPTION: 0.07% FROST PROOF YES 4 / DILUTE ACID AND ALKALI RESISTANT YES B117 SALT SPRAY TEST COMPLIANT YES THE SYSTEM SHALL BE 4" (100mm) NOMINAL INTERNAL WIDTH WITH A 5.1" (130mm) OVERALL WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL INVERT SHALL HAVE DEVELOPED "V" SHAPE. ALL CHANNELS SHALL BE INTERLOCKING WITH A 4" [100mm] 4" [100mm] MALE/FEMALE JOINT. THE COMPLETE DRAINAGE SYSTEM SHALL BE BY j ACO POLYMER PRODUCTS, INC. ANY DEVIATION OR PARTIAL SYSTEM DESIGN AND/OR IMPROPER NOTES: INSTALLATION WILL VOID ANY AND ALL WARRANTIES 1. IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. PROVIDED BY ACO POLYMER PRODUCTS, INC. ENGINEERING ADVICE MAYBE REQUIRED. 2. MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED. CONCRETE SHOULD BE VIBRATED TO ELIMINATE CHANNEL SHALL WITHSTAND LOADING TO PROPER AIR POCKETS. LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE 3. EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD AND CONCRETE SURROUND. ENGINEERING ADVICE MAY BE REQUIRED. CLASS SPECIFIED AND INTENDED APPLICATION. 4. THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX. 1/8" [3mm] ABOVE THE TOP OF THE CHANNEL EDGE. GRATES SHALL BE SECURED USING 'DRAINLOK' 5. CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS. ENGINEERING ADVICE MAY BE REQUIRED TO BOLTLESS LOCKING SYSTEM. CHANNEL AND GRATE DETERMINE PROPER LOAD CLASS. SHALL BE CERTIFIED TO MEET THE SPECIFIED EN 6. REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. 1433 LOAD CLASS. THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. K1D-A-EPP K100 - KLASSIKDRAIN - LOAD CLASS: A ACO Polymer Products, Inc. 825 W. Beechcraft St 9470 Pinecone Dr. 4211 Pleasant Rd. INI Exposed Paver Pavement Casa Grande, AZ 85122 Mentor, OH 44060 Fort Mill, SC 29708 INSTALLATION DRAWING - ACO DRAIN Tel: 520-421-9988 Tel 440-639-7230 Tel: 440-639-7230 DATE:08/17/16 I Fax:520-421-9899 Fax:440-639-7235 Fax:803-802-1063 Arizona Tel: 888-490-9552 e-mail: sales aaacousa.com Ohio Tel: 800-543-4764 www.acousa.com South Carolina Tel: 800-543-4764 (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4" TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT OR ABOVE FINISHED GRADE. LOCKING CLEANOUT COVER PER COE STD DTL SS-200 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX 22.5' OR 45' BEND 6" TEST TEE 6" WYE/6" ROMAC SADDLE SEE NOTES 1 AND 2 POSSIBLE SEWER MAIN LOCATION 22.5' OR 45' BEND 6" TEST TEE 6" TEE POSSIBLE I SEWER MAIN LOCATION NOTES: 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 2. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGBACK FERNCO RC SERIES OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. 3. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 4. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKEfED. 5. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. `St. 18yv CITY OF EDMONDS PUBLIC WORKS DEPARTMENT NEW LATERAL SEWER FOR EXISTING SEWER MAIN PIPE APPROVED BY: R. ENGLISH REVISION DATE FEBRUARY 2023 STANDARD D ETAI L SS-202 Z w w w a_ Q o L�.l o- \ a- 3. Q � IL 0 r12"f /- FINISHED GRADE �+ LEVELING COLLAR SEE NOTE 4 ON STD SS-200A WATER TIGHT CAP 12" PVC SLEEVE -/ 45' RISER 6" RISER 4 S5' 6" WYE AND 45' BEND 4" OR 6" SIDE EWER GENERAL ONE-WAY CLEANOUT DETAIL \F- w 0� 00 Uj QW :2 >p �w Ft �QQ a- a- U L�l 4" OR 6" SIDE SEWER 12" LOCKING COVER SEE NOTE 3 ON STD SS-200A END OF PIPE GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) 6" CITY STUB CLEANOUT DETAIL AT PROPERTY LINE/CITY EASEMENT 12" LOCKING COVER SEE NOTE 3 ON STD SS-200A LEVELING COLLAR SEE NOTE 4 ON STD SS-200A ASPHALT SURFACE �12" t �1 FOOT LONG 12" PVC SLEEVE 6" RISER END OF PIPE GRIPPER PLUG (CHERNE 270261 OR APPROVED EQUAL) TYPICAL ONE-WAY CLEANOUT UNDER ASPHALT OR CONCRETE NOTE: SEE COE STD SS-200A FOR ADDITIONAL REQUIREMENTS. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT "St. 18yV FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2" EDGES SHALL BE TACKED NEATLY PER PG 58H-22 WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 & 5) 1' APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 1' SLOPE EXCAVATION TO AVOID UNDERMINING I~ -I EXISTING PAVEMENT. IMPORT BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. 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 ONE-WAY SEWER CLEANOUT DETAIL APPROVED BY: R. ENGLISH REVISION DATE MARCH 2O24 STANDARD DETAIL SS-200B ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com REID SFR 326 SUNSET AVE N EDMONDS, WA 98020 XXXX-XriX;�X,�,X XXX Key Plan Registration 10/30/2024 Fum 7 mmss 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Sheet Title GRADING & UTILITY DETAILS Revisions YARD DRAIN DETAIL 1 8/12/2024 PER CITY COMMENTS _ 2 10/30/2024 PER CITY COMMENTS NOT TO SCALE NDS 1210 12"x12" GRATE, GREY NDS 1210S 12"x12" GRATE, SAND NDS 1211 12"x12" GRATE, BLACK NDS 1212 12"x12" GRATE, GREEN 12"x12" GRATE FITS ALL CATCH BASINS, EXTENSIONS & ADAPTERS PROVIDE: DS 1216 6" EXTENSION VIDS1218 12" EXTENSION AS REQUIRED. DS 1213 12"x12" CATCHBASIN, SINGLE OUTLET PIDS1214 12"x12" CATCH BASIN, DOUBLE OUTLET 6" SD COUPLING SIZE, SINGLE OUTLET ACCOMODATES NDS 1212, 1211 OR 1210. 12"x12" GRATE AREA - 14" WITH 11" 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. Scale: 6" SD COUPLING SIZE, DOUBLE OUTLET ACCOMODATES NDS 1212, 1211 OR 1210. 12"x12" GRATE AREA - 14" HIGH WITH 11" SQUARE BOTTOM. FES Project No: 23088 121/4" SQUARE TOP WITH 3" AREA BELOW OUTLET ALLOWS 363 CUBIC INCHES OF Date: APRIL 15, 2024Desi SUMP AREA. ADAPTABLE UP TO 8" PIPE OR DOWN TO 3" TO 4" PIPE USING Designed: g JV ADAPTER #643. Drawn: JV BLD2024-0547 Checked: DAF DATE APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION APPROVED AS NOTED 12/19/2024 Sheet Number RESUB C3Nov 05 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i CITY ENGINEERING DIVISION SE 1/4 OF THE NE 1/4 OF SEC. 23, T. 27N., R. 03 E, W.M. REID SFR zi POURED THRUST BLOCK PER COE STD DTL WA-150 III 3 x ID OR 2' MIN WHICHEVER IS GREATER COMPACTED BEDDING GRAVEL PER -j SECTION 9-03.12(3) OF THE WSDOT STANDARD SPECIFICATIONS CONCRETE SUPPORT BRICKS NUMBER OF BRICKS REQUIRED DEPENDS ON AMOUNT OF OVER EXCAVATION (TYP) DUCTILE IRON TAPPING TEE MECHANICAL JOINT SLEEVE INSTALLED ON CAST IRON PIPE AND DUCTILE IRON PIPE POURED THRUST BLOCK PER COE STD DTL WA-150 3xIDOR2'MIN WHICHEVER IS GREATER COMPACTED BEDDING GRAVEL PER J SECTION 9-03.12(3) OF THE WSDOT STANDARD SPECIFICATIONS CONCRETE SUPPORT BRICKS NUMBER OF BRICKS REQUIRED DEPENDS ON AMOUNT OF OVER EXCAVATION (TYP) STAINLESS STEEL TAPPING TEE INSTALLED ON CAST IRON PIPE AND DUCTILE IRON PIPE STEEL TAPPING TEE INSTALLED ON DUCTILE IRON PIPE ONLY NOTES: 1 STAINLESS STEEL TAPPING TEES SHALL HAVE FULL CIRCLE SEAL. BOLTS AND NUTS SHALL BE STAINLESS STEEL. 2. STEEL TAPPING TEES SHALL BE EPDXY COATED. BOLTS AND NUTS SHALL BE COR-TEN, OR STAINLESS STEEL. 3. ALL TEES AND VALVES TO BE WATER TESTED BEFORE TAP. 4. TAPPING TEE MAY NOT BE SIZE ON SIZE. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT REVISION DATE MAY 2018 TAPPING TEES STANDARD D ETAI L APPROVED BY: R. ENGLISH WA— 182 BLD2024-0547 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION APPROVED AS NOTED ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com REID SFR 326 SUNSET AVE N EDMONDS, WA 98020 xxxx-xxxxxxx XXX Key Plan Registration 10/30/2024 RM CE11nE 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Sheet Title GRADING & UTILITY DETAILS Revisions 1 Ill212024 PER CITY COMMENTS 2 10/30/2024 PER CITY COMMENTS Scale: FES Project No: 23088 Date: APRIL 15, 2024 Designed: JV Drawn: JV Checked: DAF Sheet Number RESUB C3Nov 05 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DATE i 12/19/2024 CITY ENGINEERING DIVISION SE 1/4 OF THE NE 1/4 OF SEC. 23, T. 27N., R. 03 E, W.M. REID SFR :4 VV2-7 A 1 R•� .- i 0 TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED WHENEVER WORK ZONE IS SET UP SIGN SPACING = X (1) LONGITUDINAL BUFFER SPACE = B RURAL HIGHWAYS 60-65 MPH 800' +/- SPEED (MPH)[201251 30 35 40 45 50 55 60 65 RURAL ROADS 45-55 MPH 500' +/- LENGTH (feet) 115 155 200 250 1 305 360 425 495 570 645 I RURAL ROADS & URBAN ARTERIALS 35-40 MPH 350' +/- PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R RURAL ROADS & URBAN ARTERIALS 25-30 MPH 200' +/- (2) NO SPECIFIED DISTANCE REQUIRED. RESIDENTAL & BUSINESS DISTRICTS STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW. URBAN STREETS 25 MPH OR LESS 100' +/- (2) STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. HOST VEHICLE WEIGHT HOST VEHICLE WEIGHT (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT 9,900 TO 22,000 Ibs. 22,001+ Ibs. ROADWAY CONDITIONS. UP TO 40 MPH 45-55 MPH 60+ MPH UP TO 40 MPH 45-55 MPH 60+ MPH r ALL SIGNS ARE 48" X 48" BLACK ON ORANGE 100, 123' 172' 74' 100, 1 50' UNLESS OTHERWISE DESIGNATED MAXIMUM CHANNELIZATION DEVICE SPACING (feet) WORKING HOURS WILL BE M THRU F - 9.00 AM TO 3.00 PM MPH TAPER TANGENT 50-65 20 80 35-45 1 20 1 60 20-30 1 20 1 40 ' LEGEND FLAGGING STATION �- TEMPORARY SIGN LOCATION CHANNELIZING DEVICES PROTECTIVE VEHICLE 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 d ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com RED SFR 326 SUNSET AVE N EDMONDS, WA 98020 xxxx-xxxxxxx x x x Key Plan Registration 10/30/2024 Film Er�wlmv ERN 4715 142nd PI. SW #B, Edmonds, .WA 98026 ph 206.890.8291 Sheet Title TRAFFIC CONTROL PLAN Revisions 1 8/12/2024 PER CITY COMMENTS 2 10/30/2024 PER CITY COMMENTS Scale: FES Project No: 50 25 0 50 100 Date: FE Designed: SCALE: 1 INCH = 50 Rl T&?4-n547 Drawn: APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE.APPROVED AS NOTED 12/19/2024 rr RY Sheet Number TCP APRIL 15, 2024 JV TJW DAF RESUB OARTMENT 4 OJNT SERVICES yl. CITY ENGINEERING DIVISION SE 1/4 OF THE NE 1/4 OF SEC. 23, T. 27N., R. 03 E, W.M. REID SFR `; 1.Mtl+ st sw 3eavl. a El�mryeit�ry SChunl 9 °0 a 18ith P1Syk a lggntSrsw � !ti r� (W v ro � 19�tst St51y ile Mas sage .O eEdrnoJnds Elementary School s a D � THE BOWL z w of EDMONDS z C 3ro I'Nsy Daley St Z Z 2 M u � Bell St a� Edmonds Dayton St w �u 41 a. Marie 51 .i a r t+ 72 Eumonds N a CItV ParF, X A fd#F S t walrrul SY C len St 192rdSrSw 3 D a �dDr w The Duct Cleaners t Beat n the a, PNW firU6s1 - rx ,.tip.• ,-..•,., •l.-1 ca gam! e1CS 4 6 � a Maplewood Parma @ 3 ic Cooperative ; a A � � •s o 202ndStSW p �s z -r pi:TP Ridge t Pasl k Daley St a. u. 2 3 � L i 3 Pint- Ridge -9' d tJeIN3,11 tynt 5'4atron 1 d �✓ t88thSt SW W¢enfl) Ln Lynndale Park, t estnA�s� � 3 � a _Rehabilitation Center t5+lth STSw 1904h St Sim D3leway park a c n � �tsrst s'1N 004 W by ro2nd PI sw _, t 93rd'D15w -r ©Cooley Smiles Lynnwood Qo1-, V3 AA- 5 LYt1nWOOd r s3rd st SW C M Cy a ? G Q Q o r � �D 1 ti9fh 9a SYi 200th Si SW Lynnwood Bowl 8 Ska Georgia Fahl O Bodywork. PLLC , 2021-41 St SW ~ y_. 202ridSt3W City of Lyntivvu 1 ri ® i to jnlCdpal Golf Gout, =- L:=x;�s of Seattle O � -- ©C011egr 2001.fl Sf SW 041h St SW El-ernent dr i . hrwl a 200h St SW D 4 rr 4 c y k a = < a 00 M a :n St Main St --�� Mapl r St - Yost PO,-,, Q AleerSt Walnut St _ s� Ciea! jt Spruce ST �C Way M 5i.4 u a' 4 B Owdor a� 21 All, Pt SW Laur_t $t Y1rtb 5W Q 4 ,a r, o c Stt1010 Ol!14 P n� Qr_ O 7 /bm.sj, sw o s ,- 9 W� 4� t 2121h St SW 4 Q ' z � a Google t', rirF, J'J-' alath st sw - Etementary Scrooi College Place Middle Schorr! k r Sprouts Preschool ag Childcare Loo4ing fur creld care) © Balanced Living 3 .0 Therapy, LLC all Now in Camonat a a r Z n NOTES: ALL TRUCKS TO USE ARTERIAL ROADS WHEN POSSIBLE IF HAULING IS WITHIN THE DOWNTOWN AREA, SINGLE TRUCKS ARE TO BE USED. NO TRAILERS ARE TO BE USED. 7 a: g walgreens 60GO SON off Select v4arnrns SEATTL EIGHTS 3 'OOd 1961h St SW 1 3 ; a � Q 242Trd St SW 203rd St sw 2OAh st SW 2 Qatr+ st SW It a Sorts; Lynnti•�rsod �; _ _ St SW t.�CarMax y , Sell W rth cteaurt. �4R St 5 0 /J:0 Map data 0=4 0oogle Urmed State; Term Pr+racy 5endd F Functional Classification Principal Arterial Collector Minor Arterial Local Street Note: Dashed lines indicate a recommended change in functional classification. 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 d Figure 3-1 Roadway Functional Classification N 1000 500 0 1000 2000 SCALE: 1 INCH = 1000 BLD2024-0547 APPROVED FOR CONSTRUCT/ON CRY OF EDMONDS ENGINEERING DIVISION DATE.APPROVED AS NOTED 12/19/2024 g , BY. CITY ENGINEERING DIVISION ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com XXX - Key Plan Registration rwLM 10/30/2024 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Sheet Title HAUL PLAN Revisions 1 8/12/2024 PER CITY COMMENTS 2 10/30/2024 PER CITY COMMENTS Scale: FES Project No: Designed: JV Drawn: TJW Checked: DAF 23088 APRIL 15, 2024 Sheet Number RESUB HP1ov 05 202 �4 CITY OF EDMONDS ELOPMENT SERVICES DEPARTMENT LEGEND FOUND CONCRETE MONUMENT AS NOTED 00 SET 1/2" REBAR/CAP #40524 & #23013920 SET TACK IN LEAD WITH WASHER #40524 & #23013920 o SET LINE STAKE POWER METER UTILITY POLE WITH LUMINARE YARD LIGHT ❑o GAS METER ® WATER METER -(�- HYDRANT X WATER VALVE OW WATER MANHOLE ® IRRIGATION CONTROL VALVE uiu CATCH BASIN O DRAIN MANHOLE O SANITARY SEWER MANHOLE - W - APPROX. WATER LINE LOCATION APPROX. SANITARY SEWER S LINE LOCATION 7.00 - G - APPROX. GAS LINE LOCATION 16.00 MW MONITOR WELL (M) MEASURED DIMENSION (C) CALCULATED DIMENSION (D) DEED DIMENSION PLAT DIMENSION, (P) SUNSET ADDITION STRUCTURE LEGEND SANITARY SEWER MANHOLE RIM=40.65 IE(NE,SW)8"CONCRETE=33.15 CATCH BASIN (SOLID LID) (COULD NOT OPEN) RIM=41.42 IE(NE)12"HDPE=f34.32 (PER CITY OF EDMONDS CIS) 3❑ SANITARY SEWER MANHOLE (COULD NOT OPEN) RIM=43.03 IE(NE)8"CONCRETE=±35.53 (PER CITY OF EDMONDS GIS) ® DRAIN MANHOLE RIM=43.18 IE(NE)10"CONCRETE=39.28 IE(SE)10"CONCRETE=39.18 �5 AREA DRAIN RIM=44.53 I E=f 44.03 © AREA DRAIN RIM=44.98 I E=f 44.58 7❑ SEWER CLEANOUT RIM=45.65 IE(SW)8"CLAY=f40.23 (PER CITY OF EDMONDS CIS) ® AREA DRAIN RIM=45.16 IE=f44.66 RECORDING CERTIFICATE Filed for record this day of in book -of -at Page Recording Number at the request of Ryan J. Watkins. County Auditor BASIS OF BEARINGS I ZONING N45°55'04"E ALONG THE MONUMENTED CENTERLINE OF 2ND AVENUE RS-6 PER PLAT OF SUNSET ADDITION RECORDED IN VOLUME 15, PAGE 41. REFERENCES -PLAT OF SUNSET ADDITION, VOLUME 15, PAGE 41. -RECORD OF SURVEY, RECORDING NO. 200707065001. -BOUNDARY LINE ADJUSTMENT, RECORDING NO. 201409185002. 20 at M Deputy Auditor 1❑ DATUM S NAVD88 %l 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 // (LOCATED IN 2021) / N 3.00 /,w-4, ❑2 // o� 0 41.92 20 10 0 20 40 SCALE IN FEET TE BOX -V BOX -POWER BOX POWER TRANSFORMER EXISTING RESIDENCE #320 EASEMENT LEGEND E1 EASEMENT AND BOUNDARY LINE AGREEMENT RECORDING NO. 8811020086 CLEANOUT LEGEND CLEANOUT RIM=43.34 10 4" PVC CLEANOUT, 2' DEEP PER SIDE SEWER DRAWING, DATED 11 4" PVC CLEANOUT, 3' DEEP PER SIDE SEWER DRAWING, DATED: 7-1-1987 SURVEYOR'S CERTIFICATE This map correctly represents a survey made by me or under my direction in conformance with the requirements of the Survey Recording Act at the request of Kevin & Carolyn Reid in October, 2023. �l/%/�/ , l/l/Gr/�- certificate number: 23013920 EXISTING RESIDENCE #332 DATE:10-27-2023 / 6.L 00.002\ 2 01 2 �� 3 /o / *A/ . B �� ( PDPPGE 17 \ O I is Ov 4. 10 90 i \\ o q, /� REPRO SS 96 IS 90, �O � \ / JO�J�E Z ,,�v / � So \// // 1 3 lb 7 � , hssT 'rC)� CONTROL DETAIL \ ' 1"-100' CONTROL LEGEND OA FOUND CONCRETE MONUMENT WITH BRASS PIN WITH PUNCH IN CASE DOWN 1.15' © FOUND CONCRETE MONUMENT WITH BRASS PIN WITH PUNCH IN CASE DOWN 0.75' © FOUND CONCRETE MONUMENT WITH TACK IN LEAD IN CASE DOWN 1.60' NOTES INSTRUMENTATION FOR THIS SURVEY WAS A SOKKIA IX-1001 ROBOTIC 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 CIS AND PHYSICAL LOCATIONS ON THE GROUND SURFACE AT TIME OF SURVEY. CONTRACTOR TO VERIFY PRIOR TO ANY EXCAVATION. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD, OR OTHERWISE IF ANY. BOUNDARY LINES SHOWN REPRESENT THE DEED DESCRIPTION BOUNDARY. OWNERSHIP RIGHTS MAY VARY. LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 1 IN SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., DESCRIBED AS FOLLOWS: BEGINNING AT A POINT 214 FEET NORTH OF THE NORTHEAST CORNER OF EDMONDS AND FRONT STREETS, CITY OF EDMONDS, SNOHOMISH COUNTY, WASHINGTON; THENCE RUNNING NORTH ALONG THE EAST SIDE OF FRONT STREET 66 FEET; THENCE EAST 120 FEET; THENCE SOUTH 66 FEET; THENCE WEST 120 FEET TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. (PER STATUTORY WARRANTY DEED, RECORDING NO. 202307180223) SUBJECT TO EASEMENTS, RESTRICTIONS, CONDITIONS AND COVENANTS OF RECORD, IF ANY. BOUNDARY AND TOPOGRAPHIC SURVEY FOR KEVIN & CAROLYN REID SITE ADDRESS: 326 SUNSET AVE - EDMONDS, 98020 PARCEL NUMBER: 27032300101100 Allied Land Surveying, Inc. E) 11611 Airport Road Suite B4 - Everett, Washington 98204 (P)425-482-0223 SE 1/4 OF NE 1/4 OF SEC. 23, T. 27N, R. 3E, WM DWN. BY: RJW DATE: 10-27-2023 JOB NO. 23075 CHK. BY: SCALE: 1" = 20' SHEET 1 OF 1