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APPROVED ENG PLN__BLD2021-0294+Site_Plan+2.23.2021_3.16.40_PM+206060827043000201500 I I I I I 1.0' 0.3' WOOD FENCE x X -- -- N 89" l'24" W 13287' I 5.6' A I /Tr%TT/Tr/r%7/T%/T�� II EX CONCRETE TO BE REMOVED EXISTING / GARAGE TO BE II REMO VED II 4 NOTE: ALL EXISTING ONSITE IMPROVEMENTS TO BE REMOVED UNLESS OTHERWISE NOTED. LOCATION OF FILTER FABRIC FENCE TO BE DETERMINED ON —SITE AND INSTALLED PRIOR TO DEMOLITION. II EX CONCRETE TO it BE REMOVED 0 4' 9 NW 114, SEC 30, TWP 27N, RGE 4E, W.M. PLAT OF MANOR COURT VOL, 21, PG. 56 I 2 STD DWG1 NO. ER-900 (SEE DETAIIL, SHEET DT—01) 27043000201200 I I N N \ I i " 2 N iI LQ LQ sqI �ooll� APPROVED BY PLAN ING ! Z DEC zI �I ^ � ALL EX TREES ON —SITE TO REMAIN TYP INSTALL TREE PROTECTION AS REQUIRED DEC I Mar 04 2021 I I II F I I I 161 I 1 Applicant shall repair/replace all 0. 2' 0.3' damage to utilities or frontage improvements in City right-of-way 1 per city standards that is caused or 16" II occurs during the permitted project. 27043000201600 I I A (D I / 27043000203200 ENGINEERING DIVISION 1 LL� 11 WNER/CONTRACTOR IS RESPONSIBLE FOR APPROVED AS NOTED i J 1I EROSION CONTROL AND DRAINAGE I I zq i 04/28/2021 1 20 24" I OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING E F ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY 1 6 0. 6'VAZ UTILITIES MAY REQUIRE A SEPERATE PERMIT. I ' c�CONC. WALN 28'09" W 132.9 1' L � CONCRETE CURB — CONCRETE WALK ;/ -- -- —G —CONCRETE WALK 0 CONCRETE — — — D----------56_ � — =�D� — _� SD— — — — SD— — — — SD---515=--� _ —��-- �--- 5D-� 11 � i--W----W---FB6LW�-- --I--W----W----W----)yG' ' ---W----W----W----W----W—W----W----W--- I / 0 CONCRETE CURB -------_______ ------ ss. TREE PROTECTION NOTES Y- — — — SS---Z FOGLINE ---SD---SD----SD INSTALL CB PROTECTION PER CITY STD DWG ER-902 �P IN 1. ANY WORK INSIDE THE DRIP LINES OF EXISTING TREES MUST TAKE PLACE IN ACCORDANCE WITH ECDC 18.45.050.H SUBSECTIONS (1) — (6). 2. DURING CONSTRUCTION ADDITIONAL TREES MAY NEED TO BE REMOVED DUE TO IMPACTS FROM THE PROPOSED SITE DEVELOPMENT. AN ARBORIST SHALL EVALUATE TREES PRIOR TO REMOVAL AND CITY SHALL APPROVE ANY ADDITIONAL TREE REMOVAL. J. PROTECTIVE BARRIER. BEFORE DEVELOPMENT, LAND CLEARING, FILLING OR ANY LAND ALTERATION, THE APPLICANT SHALL: a. ERECT AND MAINTAIN READILY VISIBLE TEMPORARY PROTECTIVE TREE FENCING ALONG THE LIMITS OF DISTURBANCE TO COMPLETELY SURROUND THE PROTECTED AREA OF ALL RETAINED TREES OR GROUPS OF TREES. FENCES SHOULD BE CONSTRUCTED OF CHAIN —LINK AND BE AT LEAST SIX (6) FEET HIGH, UNLESS OTHER TYPE OF FENCING IS AUTHORIZED BY THE CITY. b. WHEN REQUESTED BY THE CITY, INSTALL HIGHLY VISIBLE SIGNS SPACED NO FURTHER THAN 15 FEET ALONG THE ENTIRETY OF THE PROTECTIVE TREE FENCE. SAID SIGN MUST STATE AT A MINIMUM "TREE PROTECTION AREA, ENTRANCE PROHIBITED" AND PROVIDE THE CITY PHONE NUMBER FOR CODE ENFORCEMENT TO REPORT VIOLATIONS. c. PROHIBIT EXCAVATION OR COMPACTION OF EARTH OR OTHER POTENTIALLY DAMAGING ACTIVITIES WITHIN THE BARRIERS, • PROVIDED, THAT THE ADMINISTRATOR MAY ALLOW SUCH ACTIVITIES APPROVED BY THE CITY TREE PROTECTION PROFESSIONAL AND UNDER THE SUPERVISION OF A QUALIFIED TREE PROFESSIONAL RETAINED BY THE APPLICANT. d. MAINTAIN THE PROTECTIVE BARRIERS IN PLACE FOR THE DURATION OF THE PROJECT UNTIL THE CITY AUTHORIZES THEIR REMOVAL. e. ENSURE THAT ANY APPROVED LANDSCAPING DONE IN THE PROTECTED ZONE SUBSEQUENT TO THE REMOVAL OF THE BARRIERS SHALL BE ACCOMPLISHED WITH WALK —BEHIND MACHINERY OR HAND LABOR. f. IN ADDITION TO THE ABOVE, THE CITY MAY REQUIRE THE FOLLOWING: i) IF EQUIPMENT IS AUTHORIZED TO OPERATE WITHIN THE CRITICAL ROOT ZONE, COVER THE AREAS ADJOINING THE CRITICAL ROOT ZONE OF A TREE WITH MULCH TO A DEPTH OF AT LEAST SIX (6) INCHES OR WITH PLYWOOD OR SIMILAR MATERIAL IN ORDER TO PROTECT ROOTS FROM DAMAGE CAUSED BY HEAVY EQUIPMENT. ii)MINIMIZE ROOT DAMAGE BY EXCAVATING A 2—FOOT—DEEP TRENCH, AT EDGE OF CRITICAL ROOT ZONE, TO CLEANLY SEVER THE ROOTS OF TREES TO BE RETAINED. iii) CORRECTIVE PRUNING PERFORMED ON PROTECTED TREES IN ORDER TO AVOID DAMAGE FROM MACHINERY OR BUILDING ACTIVITY. iv) MAINTENANCE OF TREES SHALL BE ACHIEVED BY THE APPLICANT THROUGHOUT THE CONSTRUCTION PERIOD BY WATERING AND FERTILIZING. EX/STNG IMPERIOUS SURFACE REMOVED BUILDINGS (HOUSE & BUILDING) ASPHALT DRIVEWAY, CONC WALK, TOTAL IMPERI/IOUS AREA REMOVED 1, 600 SF 200 SF 7,800 SF TESC & SITE STABILIZATION NOTES 1. TEMPORARY EROSION CONTROL WILL BE REQUIRED BY CITY OF EDMONDS PRIOR TO, DURING AND POST DEMOLITION. 2. THE STREET IS TO BE CLEAN OF DEBRIS, VEGETA TION, AND GARBAGE A T ALL TIMES J. SEE CIVIL ENGINEERING PLANS FOR 220M ST SW SHORT PLAT (PLN20200009) FOR SITE STABILIZATION REQUIREMENTS DURING DEMOLITION AND SITE CONSTRUCRON. TREE PROTECTION NOTE IF TREE PROTECTION IS REQUIRED BY THE CITY OF EDMONDS DURING DEMOLITION UNDER THIS PERMIT TREE PROTECTION SHALL BE PROVIDED ACCORDING TO TREE THE PROTECTION NOTES & DETAIL SHOWN ON THIS SHEET. CE INLET PROTECTION NOTE ODITIONAL CATCH BASIN INLET PROTECTION SHALL BE INSERTED AND MAINTAINS V DOWNS7REAM CATCH BASINS AS REQUIRED BY THE CITY OF EDMONDS. 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO2"x2" 14GA WIRE FABRIC EQUAL 0 I N N NATIVE BACKFILL MATERIAL 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 BURY BOTTOM OF FILTER MATERIAL 8" TO 12' NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE :CITY OF EDMONDS FILTER FABRIC FENCE AUGUST 2017 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs/ 89� APPROVED BY: R. ENGLISH ER-900 ''City Of Edmonds Building Department Work DEMO -DETACHED GARAGE ------------------------------------------------------ --------------------------------------------------- Address ; 8307 220TH ST SW ------------------------------------------------- Owner SELECT HOMES roved Date ng Official P i Number; ❑ LD2021-0294 TREE PROTECTION FENCING DETAIL NOT TO SCALE /O O 0 O DO DO 0 O O q FlLTERI SOCK WITH OVER (FLOW HOLES (n'P) 4 Q.. ,Q a �r GRATE FILTER SOCK WrrH OVER FLOW HOLES (TYP) IN NOTES: CATCH BASIN 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. REVISION DATE CITY OF EDMONDS TEMPORARY AUGUST 2017 SEDIMENT TRAP ® PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAI L Fs}, 1890 APPROVED BY: R. ENGLISH ER-902 � AR L216��- PINE ST ST �W F3�`� I II 18TH ST S 220TH ST SW 99 — I� ✓ STSW w _ _ _ rH sr s I I31-_ 228 TiW�- Q -- II boy 2307H LST Sy � - -� I__LJ— T HOLLY LN 3 -1 MAPLE LN /T � K I_ fL 11 �236TH ST sw I I _ _ I_ I 1 VICINITY MAP SCALE. • 1" = 2, 000' SCALE. 1" = 20' 0 10 20 40 LEGAL DESCRIPTION THE EAST HALF OF THE SOUTH HALF OF THE EAST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER, (SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER KNOWN AS GOVERNMENT LOT 2), OF SECTION 30, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., IN SNOHOMISH COUNTY, WASHINGTON, EXCEPT COUNTY ROAD, ALSO EXCEPT THE NORTH 80 FEET THEREOF - ALSO EXCEPT THE SOUTH 10 FEET CONVEYED TO THE CITY OF EDMONDS UNDER AUDITORS FILE NUMBER 200501280525. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 220TH ST. S. W., AS THE BEARING OF N 89'28'09" W. BENCH MARK SNO. FOUND CONCRETE MON IN CASE WITH 2 112" BRASS DISC W/PUNCH. (SNO CO DB ID: 18489) ELEVATION: 411.22' DA TUM : NA VD 88 PROJECT TEAM OWNER / APPLICANT SELECT HOMES 16531 13TH AVENUE W. #A 107 L YNNWOOD, WASHINGTON 98037 (425) 742-6044 EMAIL: KAYLA. CLARK@OUTLOOK. COM CONTACT: KAYLA CLARK SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512-7099 CONTACT DARREN J. RIDDLE, PLS SITE DATA SITE ADDRESS: TAX PARCEL ID NUMBER. TOTAL SITE AREA: EXISTING ZONING: PROPOSED ZONING: Know whaes below. Call before you dig, CIVIL ENGINEER 16531 13TH AVE W, SUITE A 108 L YNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL©RAMENGINEERINGINC.COM CONTACT. ROB L. LONG, PE 8805 220TH ST SW EDMONDS, WA 98026 2704JO0201100 29,542 SF (0.68 AC) RS-8 NO CHANGE RECEIVED Feb 25 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021 (PL N20200009) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY CITY ENGINEERING DIVISION RAMI ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE Al08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM a b z a y J 3 Z � 4 OW O y°Z W o J J W yym Q = y � i N � N W 0 �V L d 36508 w h'ECISTER�9 IDNAL 211, ENGINEER: ROB L. LONG, PE DRAWN BY: MIKE MORRIS ISSUE DATE: SCALE.• 2116121 AS NOTED JOB NO: 19-026 SHEET DM-02 SH T OF 1