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APPROVED PLN ENG STM REVIEWED TRE_BLD2023-1286+Site_Plan+10.13.2023_5.06.13_PM+3840820Zone RS-12 : Corner:__ :Fla r gL Setbacks: Required Actual Front Sides 10' Rear : -------- :----- Other --- -----------' -------_----' Height 25' ;24'11', N: 10' E: 19' S: 10' W: 70'9" ACCEPTABLE TIGHTLINE MATERIAL: SDR 35 SCH 40 N-12 F810 HANCOR 4" TIGHTLINE PVC PRIVATE UTILITY EASEMENT CB #3 FOOTING DRAINS FROM AFN-202006240176 CONTINUES RIM: 211.01' HOUSE & RETAINING OFF -SITE TO NORTH END OF IE: 204.50' WALLS TIE INTO CO#6 IRON VISTA PROJECT & TO 94TH INSTALLED WITH CIVIL AVE W PER CIVIL GRADING GRADING PLANS. PROVIDE N PL SILT PROTECTION AFTER N CN INSTALLATION 6' N 89° 15'2 " W ' 6' l o _J o m CS m IE:223.00' 6' TOP: 222.00' TOE: 218.00' 70.72 C.O. #6 " RIM: 216.50" IE:209.00' INSTALLED WITH CIVIL GRADING PLANS .6 W C\4I rn O 30.00 z EASEMENT I 01 00 EX'G SSMH RIM: 209.03" IE: 203.95' NEW CONNECTIONS WITH CIVIL GRADING PLANS ORIGINAL SEWER EASEMENT AFN-1964542 OVERLAPS NEW EASEMENT ALONG SOUTH LINE OF LOT C W II _TOP:224.00' Llj TOE: 221.00' 9 PATIO 1COVERED 228.50' I TOP:228.00' TOE:224.00' TOP:232.00' TOE:228.00' SEWER CLEANOUT W/IN 2' OF HOUSE RIM: 231.75' IE:228.00' I 4" PVC SIDE SEWER._ _ TOP: 235.50' TOE:231.75'\ o to ' w i SSCO #4 RIM: 222.00' SIDE SEWER STUB INSTALLED WITH CIVIL IE-W: 212.00' GRADING PLANS INSTALLED WITH CIVIL GRADING PLANS IE: 212.10' ' �K C SSCO #3 RIM: 218.50' I E-N: 204.94' IE-E: 204.94' IE-SW: 204.84 (OUT) INSTALLED WITH CIVIL GRADING PLANS VVE .OMT i,''a J. 2' MIN APPROVED FOR CONSTRUCTIONg�E �� DEa► CITY OF EDMONDS of. 2/18/2024 9E RWr N unIPCA IPEWf DATE: S MR �E RDIM -CITY ENGINEERING DIVISION KEY INTO 7.00' DETENTION VAULT INSTALLED PER CIVIL GRADING PLANS. EASEMENT TO BE DRAFTED & RECORDED WITH CIVILAS BUILTS. CB #4 RIM: 244.83'. IE-IN: 235.25' IE-OUT: 232.80' INSTALLED WITH CIVIL GRADING PLANS. PROVIDE SILT PROTECTION AFTER INSTALLATION N N 0 0 \� D COVERED PORCH OVER LIVING SPACE 1," POLY WATER LINE W/TRACER WIRE 3 STORY RESIDENCE IE:248.60 1 STORY +2 BASEMENTS 3RD SUBFLR - 250.00' 2ND SUBFLR - 239.76' COVE ED 1ST FUR SLAB 229.52' pOR H IE: 249.00J F.S. - 249.44' @ DR OPEN'G '1 rAD rADACC 410V N 89° 15'23" W OUTDOOR UNIT OF DUCTLESS HEAT PUMP SPACE I 137.60 STRIP DRAIN OR CB 1�6' RIM: 249.43 JJJ TIE INTO CO#7 OWNER'S INFORMATION LEGAL DESCRIPTION DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING LANDSVERK QUALITY HOMES ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY THE WEST 137 FEET OF TRACT 61, EDMONDS SEA VIEW ROOF DRAINS & FOOTING DRAINS SHALL BE UTILITIES MAY REQUIRE A SEPERATE PERMIT. 24113 56TH AVE W TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN CONNECTED TO THE STORM SYSTEM PER THE MOUNTLAKE TERRACE, WA 98043 VOLUME 3 OF PLATS, PAGE 76, RECORDS OF SNOHOMISH APPROVED CIVIL GRADING PLANS. COUNTY, WASHINGTON. ROOF DRAINS SHALL CONNECT TO THE SITE ADDRESS DETENTION SYSTEM IN THE DRIVE AISLE. EXCEPT THE NORTH 176 FEETTHEREOF; AND, FOOTING DRAINS FOR THE HOUSE & RETAINING IRON VISTA LOT WALSL SHALL CONNECTTO THE LOWER STORM 19124 94TH AVE W TOGETHER WITH EASEMENTS FOR INGRESS, EGRESS, AND DRAIN LINE TO THE WEST. EDMONDS, WA 98020 UTILITIES AS RECORDED UNDER AUDITOR'S FILE NO'S. 1926981 AND 1926982, RECORDS OF SNOHOMISH LOT COVERAGE CALCS TAX PARCEL NUMBER COUNTY, WASHINGTON; AND, 20.00 12,056 SQ. FT. TOTAL LOT AREA EASEMENT 00434600006105 SUBJECTTO EASEMENTS, RESTRICTIONS AND 440 SQ. FT. ACCESS EASEMENT RESERVATIONS OF RECORD. 11,616 SQ. FT. NET LOT AREA SEE FILL/GRADE ALSO KNOWN AS PARCEL 3, CITY OF EDMONDS SHORT 2598 SQ. FT. BUILDING AREA PERMIT SUBDIVISION #S-52-66, RECORDED UNDER RECORDING 11,616 SQ. FT. NET LOT AREA BLD2022-0926 FOR NO.8710230442 22.37% LOTCOVERAGE _ ACCURATE RIM AND IMPERVIOUS CALCS INVERT ELEVATION. 2925 SQ. FT. ROOF AREA HEIGHT RESTRICTION CALCS 434 SQ. FT. DRIVEWAY I ACCESS & UTILITY EASEMENT A 247 20' 75 SQ. FT. WALKWAY f3.1 q 515.00 .0 AFN-1926981 CONTINUES B - 247.20 486 SQ. FT. LOWER PATIOS OFF -SITE TO 94TH AVE W C - 235.37' 3920 SQ. FT. TOTAL IMPERVIOUS AREA 1 24.10 D - 240.81' p �CB #5 TYPE 2, 48" 948.88'/4 = 237.22'AVE GRADE CUT & FILL I O RIM: 252.18' 25.00' MAX HT. ALLOWED ALL CUT & FILL TO BE REDISTRIBUTED TO SITE. 10 00 L IE: 246.18' INSTALLED WITH CIVIL GRADING 262.22' ALLOWED HEIGHT 262.14' ACTUAL HIGHEST POINT APPROX.100 CUBIC YARDS TO BE USED AS FINAL GRADE AT LOW AREAS, CRAWL SPACES & PLANS. PROVIDE SILT PROTECTIONDO AFTER INSTALLATION FINISHED REAR YARDS. I 10.00 BSB C.O. #7 SEE APPROVED FILL & GRADE PLAN FOR UTILITIES 1 RIM:249.00' I E: 248.00' HOME TO BE FROM MAIN ROAD, DRIVE AISLE -FIRE LANE, INSTALLED WITH CIVIL TGRADING EQUIPPED WITH 13D DRAINAGE, AND IMPERVIOUS INFORMATION a I rn PLANS FIRE SPRINKLER a I 1 6"P OOF o POWER, PHONE, CABLE &GAS SILT FENCE DRAIN O STUBBED TO EDGE OF EASEMENT SEE TESC PLAN FOR SILT FENCE DETAILS & NOTES PER CIVIL GRADING PERMIT 1 EV READY PARKING SPACE 1Y2" POLY WATER LINE REQUIRED PERECDC17.115 GENERAL UTILITY NOTES W/ RACER WIRE STUBBED TO OF EASEMENT PER CIVIL 1. MAINTAIN 3' HORIZ. & 1' VERT. SEPARATION BTWN 13.0%SLOPE GRADING PERMIT APPROVED BY PLANNING ALL DRY AND WET UTILITIES ,KIEDGE 2. IF THE RIM TO INVERT ELEVATION EXCEEDS T THEN DRIVqIWAY ASEMENTS OVERLAP OFF -SITE Jun 062024 ATYPE 2 CATCH BASIN IS REQUIRED \ 3. ALL UTILITIES WILL BE STUBBED TO INDIVIDUAL LOT PER THE CIVIL GRADING PERMIT. LOCATIONS SHOWN PER CIVIL GRADING PLANS & SUBJECT TO CHANGE DUE TO SITE CONDITIONS. ALL LOCATIONS SHALL BE CONFIRMED WITH AS BUILT DRAWINGS PROVIDED o w DATUM POINT: WITH THE CIVIL GRADING PERMIT. - o 4. EASEMENTS SHOWN ON SITE PLAN ARE CURRENTLY N vWi RIM: 269.76 ( MANHOLE Il(X))C) RECORDED. ANY CHANGE IN EASEMENTS WILII BE COMPLETED IN CONJUNCTION WITH THE AS BUILT SAN. SEWER LOCATED IN 94TH AVE W DRAWINGS AT COMPLETION OF THE CIVIL GRADING - AS SHOWN ON PAGE 1.1 PERMIT. SFR BUILDING PERMIT SHALL NOT BE FINALED PRIOR TO ALL REQUIRED EASEMENT CHANGES BEING RECORDED. 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. NORTH SCALE: 1' = 20.0' 10 5 0 10 20 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM COMPLIES WITH APPLICABLE CITY STORMWATER CODE 11 /10/2023 DATE 10-13-23 SITE PLAN IRON VISTA LOT C 19124 94TH AVE W EDMONDS, WA 98020 DRAWN 1CR REVISION - REvisioN - REwsioN - RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENTSERVICES DEPARTMENT BLD2023-1286 DETENTION VAULT INSTALLED PER CIVIL GRADING PLANS I I PROPOSED RESIDENCE I I I I I APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE 2/18/2024 EY: ENGINEERING DMSION i I I_ -- I---- LOT C DRIVE AISLE TO BE CONSTRUCTED WITHIN ACCESS & UTILITY EASEMENT PER CIVIL GRADING PLANS 13/2" POLY WATER LINE W/TRACER WIRE FROM 1" METER LOCATION @ 94TH AVE W PER CIVIL GRADING PLAN POWER, PHONE, GAS, CABLE TO BE INSTALLED PER CIVIL GRADING 1" WATER METER PLAN IN ACCESS & UTILITY INSTALLED PER CIVIL / EASEMENT GRADING PLAN _ 'xim m \� -- --------------------- ------------------ MAINTAIN T MIN. HORIZ. & 1' MIN. VERTICAL SEPARATION BETWEEN WATER SERVICE & DRY UTILITIES. TYPICAL THROUGHOUT OWNER'S INFORMATION LANDSVERK QUALITY HOMES 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 CITC AFIFIDCCC 19124 94TH AVE W EDMONDS, WA 98020 TAX PARCEL NUMBER 00434600006105 SAN. SEWER MANHOLE 0 LEGAL DESCRIPTION THE WEST 137 FEET OF TRACT 61, EDMONDS SEA VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF SNOHOMISH COUNTY, WASHINGTON EXCEPT THE NORTH 176 FEET THEREOF; AND, TOGETHER WITH EASEMENTS FOR INGRESS, EGRESS, AND UTILITIES AS RECORDED UNDER AUDITOR'S FILE NO'S.1926981 AND 1926982, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; AND, SUBIECTTO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. ALSO KNOWN AS PARCEL 3, CITY OF EDMONDS SHORT SUBDIVISION #S-52-66, RECORDED UNDER RECORDING NO.8710230442 DATE 10-13-23 SITE PLAN -OVERVIEW IRON VISTA LOT C 19124 94TH AVE W EDMONDS, WA 98020 DRAWN 1CR REVISION - REVISION - REVI51oN - NORTH r� A i r. 11 _ nn Al 10 5 0 10 20 RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O 00 O O _O _� O O O 00 N 6~ , SILT FEIi�CE RER GENERAL NOTE Till I I I I I I I I ' i SILT FENCE TO EXTEND BEYOND CONNECTION POINT OF ON -SITE UTILITIES TO INFRASTRUCTURE INSTALLED UNDER THE GRADING PERMIT FILTER SOCK TO PROTECT CATCH BASIN I, i� i i i / .6 ' I j' I % 6 % I I I i ,6 184 I C i ti �i � I 2 !i � II f/ �TOCKPILE TO BE COVERED WITHIN % Cn j I 24 HOURS/ 2 1 I I = all I 8~ CH28 45~ 1 1 �1 11—.—._.— 'I 1 CH ^ _ 3' I ' - 17~' ,� 1 ~12g 6 I C �; 2}� 32 C" 12~ �o alb �O �cV �� O �lb �0 , �`1,, �� ^�O ,��b �O Gov APPROVED FOR CONSTRUCTION CITY OF EDMONDS 2/18/2024 � - k e BY: CITY ENGINEERING DMSION FILTER SOCK TO PROTECT CATCH BASIN (Z) C'N (Z:) CN N NN N � O OO O O O O O O O O 21 30 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE as O �Cp o 0FF-SITE TREE PROTECTION PER ARBORIST REPORT OWNER'S INFORMATION LEGAL DESCRIPTION LANDSVERK QUALITY HOMES THE WEST 137 FEET OF TRACT 61, EDMONDS SEA VIEW TRACTS, 24113 56TH AVE W ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF MOUNTLAKE TERRACE, WA 98043 PLATS, PAGE 76, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITE ADDRESS EXCEPTTHE NORTH 176 FEETTHEREOF; AND, IRON VISTA LOT C TOGETHER WITH EASEMENTS FOR INGRESS, EGRESS, AND UTILITIES 19124 94TH AVE W AS RECORDED UNDER AUDITOR'S FILE NO'S.1926981 AND 1926982, EDMONDS, WA 98020 RECORDS OF SNOHOMISH COUNTY, WASHINGTON; AND, TAX PARCEL NUMBER SUBJECTTO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. 00434600006105 Cp ALSO KNOWN AS PARCEL 3, CITY OF EDMONDS SHORT SUBDIVISION NN #S-52-66, RECORDED UNDER RECORDING NO.8710230442 SILT FENCE i PROTECT GRATED OPENING OF DETENTION VAULT DURING EROSION & CONTROL MEASURES SHALL BE PUT IN CONSTRUCTION PLACE PER THE NOTES & DETAILS OF THE FILL & GRADE PLANS UNTIL SUCH TIME AS THAT PERMIT IS , CLOSED OUT. IF DISTURBANCE OF LOT A OCCURS AFTER THE FILL & GRADE PERMIT IS CLOSED OUT INSTALL A SILT FENCE ON THE DOWNHILL SIDE OF DISTURBANCE & ADJACENTTO ANY WATER EROSION/SOIL CONTROL MEASURES. MAINTAIN THROUGHOUTTHE CONSTRUCTION. PROVIDE POSITIVE DRAINAGE FROM STRUCTURE. SEE STANDARD DTL ER-900 ON PAGE 2.1 CATCH BASIN PROTECTION / INSTALL FILTER SOCKS PER STANDARD DTL ER-902 ON PAGE 2.1 IN ALL CATCH BASINS DOWNSTREAM OF DETENTION VAULT INSTALLED PER CIVIL GRAING PLANS D CONSTRUCTION SITE. FILTER SOCK TO AMENDED SOILS PROTECT CATCH ALL DISTURBED AREAS TO BE COMPOST AMENDED BASIN PER 2014 SWMMWW BMP T.5.13 CONSTRUCTION TESC GENERAL NOTES ENTRANCE PER STANDARD DTL ER-901 PG 2.1 INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO THE APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING \ CONSTRUCTION. DATUM POINT: RIM:269.76 ` SAN. SEWER MANHOLE 0 ` LOCATED IN 94TH AVE W AS SHOWN ON PAGE 1.1 RECEIVED NORTH Oct 25 2023 CITYOFE DEVELOPTS RVICES DEPARTMEARTME RVINT SCALE:1' = 20.0' 10 5 0 10 20 DATE 10-13-23 TESC PLAN IRON VISTA LOT C 19124 94TH AVE W EDMONDS, WA 98020 DRAWN 1CR REVISION - REvisioN - REwsioN - 2' x 2" WOOD/STEEL FILTER FABRIC SECU TO 2' x 2' 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTMOUS ROLLS USE STAPLES OR WIRE RNGS TO ATTACH FABRIC TO WIRE 2' x 2' WOOD/STEEL POSTS 1 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 JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH ER-900 1 FILTER FABRIC FENCE DfTAlL C2.1 NIS CITY OF EDMONDS STD DTL ER-900 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 2/18/2024 BY:L1. L/F CRY -ENGINEERING DMSION 1S 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 PUBUC 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 REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE ® PUBLIC WORKS STANDARD DEPARTMENT DETAIL s} tg9� APPROVED BY: R. ENGLISH ER-901 2 STABILIZED CONSTRUCTIONENTRANCE C2.1 NOT TO SCALE CITY OF EDMODNS STD DTL ER-901 SIN FILTER SOCK WITH J OVER FLOW HOLES (TYP) 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 REVISION DATE CITY OF EDMONDS SEDIMENT TRAP JANUARY 2018 PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL ER-902 APPROVED BY: R. ENGLISH 3 TEMPORARYSEDIMENT TRAP C2.1 NTS CITY OF EDMONDS STD DTL ER-902 DATE 10-13-23 TESC DETAILS IRON VISTA LOT C 19124 94TH AVE W EDMONDS, WA98020 DRAWN JLR REVISION RevisioN REvisioN RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENTSERVICES DEPARTMENT LQH LLC 24113 56TH AVE W LN MOUNTLAKE TERRACE, WA 98043 2.1 OFFICE - 425-742-2742 46 4 7 . 6' 48 U"' 49 I 50 51 I I EXISTING TREES NUMBERED PER FULL PROJECT ARBORIST 32 REPORT I 10 I C TREE PROTECTION PER �ARBORIST REPORT �— as as — as as as — as — as as as — as as as as as as as as as as — as as as 0 I ° EAPPROVIIED FOR CONSTRUCTION TY 2/18/2024 IiY ENGINEERING DMSION EXISTING TREE TO BE REMOVED. TYP. as — as — asw, as/) as - as as + M REVIEWED 11/8/23 SEE COMMENT LETTER DP OFF -SITE TREE -PROTECTION PER ARBORIST REPORT OWNER'S INFORMATION LANDSVERK QUALITY HOMES 24113 56TH AVE W MOUNTLAKE TERRACE, WA 98043 CITE Af1F1RFCC II\VIV VIJIM — I V 19124 94TH AVE W EDMONDS, WA 98020 TAX PARCEL NUMBER 00434600006105 LEGAL DESCRIPTION THE WEST 137 FEET OF TRACT 61, EDMONDS SEA VIEW TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 3 OF PLATS, PAGE 76, RECORDS OF SNOHOMISH COUNTY, WASHINGTON EXCEPTTHE NORTH 176 FEETTHEREOF; AND, TOGETHER WITH EASEMENTS FOR INGRESS, EGRESS, AND UTILITIES AS RECORDED UNDER AUDITOR'S FILE NO'S.1926981 AND 1926982, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; AND, SUBJECTTO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. ALSO KNOWN AS PARCEL 3, CITY OF EDMONDS SHORT SUBDIVISION #S-52-66, RECORDED UNDER RECORDING NO.8710230442 TREE REPLACEMENT CALCULATIONS - ENTIRE IRON VISTA PROJECT TREE REPLACEMENT LEGEND PROJECT RETAINS 54%OF THE EXISTING TREES. PER ECDC 23.10.060(G) FEES IN LIEU ARE WAIVED & REPLACEMENT IS NOT REQUIRED FOR TREES GREATER THAN OR EQUALTO 24" DBH. TREES BETWEEN 6" AND < 24" REQUIRE REPLACEMENT PER 23.10.080(A) Existing Trees Significant trees 50 on Site 0 Non -viable = dead or "poor" condition, subject to review: Trees #_ Non -viable trees TOTAL # SIGNIFICANT, VIABLE TREES 50 Retained viable trees in critical areas 16 Trees # 36-51 Proposed Tree Total # viable trees in 21 Retention developable area Viable = assessed in at least Fair condition, Retained viable trees subject to review: Trees # 1-11 in developable area 11 TOTAL # RETAINED VIABLE TREES 27 # REMOVED TOTAL VIABLE TREES REPLACEMENT REQ'D DBH Qom' RATIO NEW Viable tree removals RANGE TREES 6-10" 14 x1= Quantity? Proposed Tree that require 10.1- Removals mitigation: 23 & Trees # 12-34 14" 1 x2 = Quantity? 32 Required 14.1- 5 ? x3 =Quantity. Replacements 24„ >24" 3 Appraised Value Total* Nonviable tree 0 Note: mitigation (planting/fees in lieu) is not removal: Tree # required for removed, non -viable trees. TOTAL # REMOVALS 23 30% of viable trees in 11 /21 Applicant meets/exceeds the minimum 30% Tree developable area =52% tree retention threshold. Retention 50%of viable trees, 2�50 *Applicant meets/exceeds minimum SO%tree Thresholds site -wide = 54% retention threshold, waiving fees in lieu. REPLACEMENT TREES REQUIRED: 32 REPLACEMENT TREES PLANTED: 38 NORTH SCALE: 1' = 20.0' 10 5 0 10 20 DATE DRAWN 10-13-23 1CR TREE REPLACEMENT PLAN IRON VISTA LOT C 19124 94TH AVE W EDMONDS, WA 98020 REVISION - REvisioN - REwsioN - EVERGREEN TREE NEWLY PLANTED REPLACEMENT TREE. SPECIES TO BE DETERMINED BY AVAILABILITY & ADHERENCE TO EDMONDS CODE DECIDUOUS TREE NEWLY PLANTED REPLACEMENT TREE. XO SPECIES TO BE DETERMINED BY OO AVAILABILITY & ADHERENCE TO EDMONDS CODE 14 TOTAL NEW TREES PROPOSED FOR LOT B 32 REPLACEMENT TREES REQUIRED FOR ENTIRETY OF THE IRON VISTA PROJECT. THESE TREES SHALL BE PLANTED AND/OR FEE -IN -LIEU PAID FOR LOTS A, B & C. PER ECDC 23.10.080 DECIDUOUS TREES SHALL BE 1/2" MIN. CALIPER EVERGREEN TREES SHALL BE 6' TALL MIN. ALL REPLACEMENT TREES TO BE PLANTED ALONG WITH OTHER LANDSCAPING AT THE END OF CONSTRUCTION. PROTECTALL LANDSCAPING AFTER PLANTING. PROVIDE PROTECTED TREE NOTICE ON TITLE PER ECDC 23.10.085. RECEIVED Oct 25 2023 CITY OF EDMONDS DEVELOPMENTSERVICES DEPARTMENT