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APPROVED ENG PLN RESUB1 BLD2024-0549+Site_Plan+8.20.2024_1.13.16_PM+4451793OWNRESPONSIBLE FOR EROSION CONTROL AND DRAINAGE� cQ�C' OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING " " " " ' " "/" " " " " " '/" " " " " " " " " ' ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY " " " " ' " " ✓" ....... " ' ...... " " CO� UTILITIES MAY REQUIRE A SEPERATE PERMIT. " " " " ' " ' ;�" " " " " " ry " " " DEMO PLAN NOTES 1. THERE IS TO BE LESS THAN 5,000 SF OF LAND DISTURBING ACTIVITY DURING THIS DEMOLITION. 2. NO ASSOCIATED TRAO REQUIREMENTS. 3. SEPA IS NOT REQUIRED. 4. ALL TREES TO REMAIN SHALL HAVE TREE PROTECTION FENCING AS INDICATED. TREE PROTECTION NOTES PROTECTION OF RETAINED TREES: 1. INSTALL TREE PROTECTION FENCING (TPF) PRIOR TO ANY SITE CLEARING OR DEMOLITION. 2. TPF SHALL BE 6-FOOT CHAIN LINK AFFIXED TO DRIVEN POSTS ON MINIMUM 10-FOOT CENTERS. 3. SEE ATTACHED EXHIBIT FOR TPF LOCATION 4. ALL BRANCH PRUNING SHALL BE PERFORMED UNDER THE DIRECTION OF THE PROJECT ARBORIST, AND PERFORMED BY AN EXPERIENCED ISA CERTIFIED ARBORIST AND SHALL COMPLY WITH ANSI A-300 PART 1 (2017) STANDARDS AND ASSOCIATED ISA BMPS. 5. ANY OTHER SOIL DISTURBANCE (IRRIGATION, LANDSCAPE INSTALLATION, LANDSCAPE LIGHTING, UTILITIES, ETC), INSIDE THE TPF SHALL REQUIRE APPROVAL FROM AN SDCI PLANNER, OR THE PROJECT ARBORIST. ENSURE THAT OUTLET/OVERFLOW IS PLUGGED PRIOR TO DEMOLITION SO THERE IS NO DISCHARGE TO THE STREET BEFORE ENTIRE SYSTEM IS REMOVED. DEMOLITION PLAN SCALE: 1/8" = V-0" /GTE BOX —TV BOX POWER BOX -POWER TRANSFORMER EXIST G TREE ON ADJ CENT SITE TO AVB AND HOSE BIB SHALL BE LOCATED ON PRIVATE PROPERTY. EXISTING RESIDENCE #332 1 ENGINEERING DIVISION APPROVED AS NOTED > 10/01 /2024 ONLY zj ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621 .7150 tylereng le.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE /REVISIONS DATE ELECTRICAL DEMO PERMIT 04.25.2024 O4� METER .51 EXISTING /YOU I ° RESIDENCE #326 SF� G � ° q� LOT AREA qcF /1145_, .................. 9d d 71920 S.F. \ .18 ACRES :° ,� / .. ° .. CK FINISH FLOOR \ / p .. ° AGE=45. / . VVV J'� 'd. d d p .1d . ° d ° ° / d . 44 © 2023 TYLER ENGLE ARCHITECTS . . . . . . . . . . . . . . . p' ° / . . . . . . . . . . . . . . . . d :.° .� Q `° e'. d d . A. EXISTING , 7............... :d RESIDENCE #320 ocy ° a 5269 REGISTERED �l / ..:.............. ... � ARCHITECT _VV TYLER CHASE ENGLE - \------------- - - - d d d . a CAP �SEW. • • ��� ° � ° � STATE OF WASHINGTON a 9 LINE::.:. a44. ...... PRO PE AY:LINE DEMOLISH EXISTING ° a ..... ........... DECK, DRIVEWAY AND ° e \ . . . . . . . . . . . . . ° DEDICATED APPROVAL STAMP SPACE SITE HARDSCAPE .. ............. .\ ASSOCIATED PERMIT RECORD NUMBERS BUILDING PERMIT: BLD2024-0547 LAND USE PERMIT: PLN2024-0035 APPROVED BY PLANNING Aug 21 2024 PROJECT INFORMATION PROJECT DESCRIPTION DEMOLISH THE EXISTING SINGLE-FAMILY RESIDENCE AND ATTACHED GARAGE, DRIVEWAY AND SITE HARDSCAPE. CAP UTILITIES AT PROPERTY LINE. PROJECT ADDRESS 376 SUNSET AVE EDMONDS, WA 98020 LEGAL DESCRIPTION SEC 23 TWP 27 RGE 03RT-10) BAAP ON E BDY CO RD 214FT N OF NE COR OF FRONT & EDMONDS STS TH ELY AT R ANG 120FT TH NLY AT R ANG 66FT TH WLY AT R ANG 120FT TH SLY 66FT TO POB PARCEL ID: 27032300101100 DRAWING TITLE DEMOLITION PLAN RESUB Aug 20 2024 BLD2024-0549 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DRAWN / CHECKED BY DRAWN BY: E.LUND CHECKED BY: T. ENGLE DATE SHEET NUMBER 04.25.2024 DOml SE 1/4 OF THE NE 1/4 OF SEC. 23, T. 27N., R. 03 E,, W.M. REID SFR REFER TO NOTES ON DEMOLITION SHEET - PAGE 1 OF THESE PLANS LEGEND 6 I — "`' CATCH BASIN INSERT X SILT FENCECk LIMITS OF CLEARING AND GRADING I I I ASPHALT/CONCRETE TO BE REMOVED I I C 10 1510,� SAW CUT LINE TO BE REMOVED TBR � � „ I /► ° v, ' /'� ♦ D IN CONSTRUCTION NOTES OUSE EXISTING ASPHALT DRIVEWAY FOR CONSTRUCTION ENTRANCE FOR DEMO AND INITIAL SITE CLEARING OFILTER FABRIC (SILT) FENCE PER EDMONDS STANDARD DETAIL ER-900 OSAWCUT FULL DEPTH AT BACK OF CURB OREMOVE EXISTING STRUCTURES 0 PROTECT DOWNSREAM CATCH BASINS; INLET PROTECTION ON PROPOSED CB'S PER EDMONDS STANDARD DETAIL ER-902 OEX UTILITIES TO BE REMOVED OkEMOVE EX FENCE OEXISTING WALL TO REMAIN 10 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 EARTHWORK QUANTITIES (SITE) CUT = 20 CY FILL = 120 CY NET = 100 FILL CY CONTRACTOR TO VERIFY v PROPOSED 5' UTILITY EASEMENT FOR PARCEL D° #27032300100900 D D d d D D d Dd < \� D D D p d LLJ ° D°LLJ d J��O\�•jv \J G 0 D d (� D D D D ° D ° D EX. 4" PVC SSC❑ RIM=45,16' IE= 40.23' d D d d D D D D D d d D D D ° D ° d � D D d ° D d D D d ° D d D D d d D D ° D NOTE 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 HTTl TTTFS STATFMFNT 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 A TENTION OF Know what's bel FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIEP. Call beture you QI 10 5 0 10 20 SCALE: 1 INCH = 10 FEET APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE.• O W. BY.- 9 � CITY ENGINEERING DIVISION ,- G H I T E G T S 2126 Westlake Ave. Seattle, WA 98121 206.621 .7150 tylerengle.com REID SFR 326 SUN SET AVE N EDMONDS, WA 98020 xxxx—xxxxxxx XXX Key Plan Registration A . V0 Sy//� �1� Q 46937 p (vim Or F�/ STIR FSS� ONAL ENG\ 8/12/2024 E��o����o�� 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Sheet Title TESC SHEET Revisions 8/12/2024 PER CITY COMMENTS Scale: FES Project No: 23088 Date: APRIL 15, 2024 Designed: JV Drawn: TJW Checked: DAF Sheet Number C200 SE 1/4 OF THE NE 1/4 OF SEC. 23, T. 27N., R. 03 E, W.M. REID SFR :4 Marsh k REVISE HAUL ROUTE TO TAKE PRINCIPLE ARTERIALS ONLY. EITHER TAKE SR=104 OR GASPERS TO PUGET TO 196TH TO GET TO HIGHWAY 99. 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. nStSW CEDAR VALLE'r r-i t7 G of in ZC'ecfi St SIW 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 belo Call before you d Figure 3-1 Roadway Functional Classification T1*4 1000 500 0 1000 2000 SCALE: 1 INCH = 1000 FEET w. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: ig. BY. CITY ENGINEERING DIVISION ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com xxx - Key Plan Registration r-,M 8/ 12/2024 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Sheet Title HAUL PLAN Revisions A8/12/2024 I PER CITY COMMENTS Scale: FES Project No: Designed: 23088 APRIL 15, 2024 JV Drawn: TJW Checked: DAF Sheet Number HP1 00 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