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APPROVED PLN BLD ENG BLD2024-1412+Site_Plan+10.24.2024_3.48.09_PM+4580376SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM �� � I I- \ EXISTING PARKING LANDSCAPEING I - TO REMAIN J= I _LL w �oLo I O r 0000 N \ z EXISTING BUILDING _ L O 1 TO REMAIN EXISTING LOADING DOCK TO REMAIN I � \ N 01 009'22" W 114.16' N 01 009'41 " W 200.16' \1Y iv X , EXISTING TREES TO I - REMAIN, GC TO EXISTING VERIFY WITH TREE PARKING / PROTECTION PLAN - LANDSCAPEING TO BE EXISTING BUILDING TO See attached Sheets 7 & DEMOLISHED BE DEMOLISHED LO 8 for tree protection plan i \ S R. 99 6q14yo, \ 449 0 00" 0, EXISTING PARKING / y LANDSCAPEING \ TO REMAIN \� �7�)>>o',F EXISTING BUILDING TO REMAIN o ' ' Z �h Cb- ° LOT / EXISTING EXIST. PARKING / v BUILD. / LANDSCAPEING TO N 01 009'41" W TO REMAIN REMAIN 45.00' N 24 °S6, 01 6 ,, 4 0 / 8.61' \ \ N 16°45,00 \ �58 so,F EXISTING PARKING / 11 LANDSCAPEING TO --- `•� 37 35' rn� 00 z BE DEMOLISHED Y T II N EXISTING BUILDING c� "' „ — °— TO BE DEMOLISHED 1 EXISTING \ EXISTING G0- __ PARKING / KART TRACK TO LANDSOCAPEING - BE DEMOLISHEDI� BE A DEMOLISHED EXISTING BATTING CAGE TO x BE DEMOLISHED N 01002'11" W 635.67' INTERUBAN TRAIL EXISTING -- BUILDING TO BE DEMOLISHED EXISTING BUILDIN TO BE DEMOLISHLU / /-, NG PARKI ,I,4Li0CAPEINC BE DEMOLISHI EXISTING RETAINING WALL TO REMAIN FOR REFERENCE _ ONLY (TO REMAIN) DEMO PERMIT APPLICATION I C) ' T � Cli C) I I V , CD N \� N Irn Lo M N co z � I I DEMOLITION SITE PLAN SCALE: 1" = 30'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROJECT INFORMATION U) Oo °P° LOT X LJ � LEGAL DESCRIPTION: LOT X, CITY OF EDMONDS LOT LINE ADJUSTMENT NO. PLN2020-023 AS a) W RECORDED UNDER AUDITOR'S FILE NO. 202009155001, BEING A PORTION OF U) °o THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE :2 O N 00 SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE EAST, W.M., t- C � c 00 � N CD v CC) SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. a � PARCEL #: 27042900301900 PY"'1 0 W N SITE AREA: 79,160 SF U LOT Y LEGAL DESCRIPTION: LOT Y, CITY OF EDMONDS LOT LINE ADJUSTMENT NO. PLN2020-0023 AS RECORDED UNDER AUDITOR'S FILE NO. 202009155001, BEING A PORTION OF ©CLARK�BARNES THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. PARCEL #: 27042900302800 SITE AREA-. 26,543 SF LOT Z LEGAL DESCRIPTION: LOT Z, CITY OF EDMONDS LOT LINE ADJUSTMENT NO. PLN2020-0023 AS U) RECORDED UNDER AUDITOR'S FILE NO. 202009155001, BEING A PORTION OF Q THE EAST HALF NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., EXCEPT 220TH ST SW O j Np cf) 00 SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. 2 I-_ d') PARCEL #: 27042900302300 = L SITE AREA: 183,905 SF O u N � N 0 Q�o LLI I LLI SITE PLAN NOTES In 1. VERIFY EXISTING CONDITIONS IN THE FIELD. 2. SEE FLOOR PLANS FOR ADDITIONAL WORK & DIMENSIONS 3. SEE TOPOGRAPHIC SURVEY SHEETS FOR TOPOGRAPHY, SITE UTILITIES, AND EXISTING CONDITIONS. 4. SEE LANDSCAPE PLANS FOR LANDSCAPING INCLUDING PLANTING STRIP WIDTH AND STREET TREE LOCATIONS. 5. SEE CIVIL PLANS FOR FIRE SERVICE FEATURES. 6. SEE CIVIL PLANS FOR DRAINAGE, TEMPORARY EROSION, AND SEDIMENTATION CONTROL. 7. SEE CIVIL PLANS FOR FRONTAGE IMPROVEMENTS INCLUDING STREET AND SIDEWALK IMPROVEMENTS. 8. DEMOLITION PERMIT TO BE SUBMITTED SEPARATELY. ALL STOCK PILES SHALL BE COVERED WITHIN 24 HRS APPROVED BY PLANNING 11694 REGISTERED \ ARCHITECT Nov 12 2024 BRENDA K. BARNES STATE OF WASHINGTON DATE- 9/06/24 JOB NO. 22-054 BP: BLD2024-0223 REVISIONS: AN OWNER/CONTRACTOR IS RESPONSIBLE FOR DATE DESCRIPTION EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. Applicant shall repair/replace all ENGINEERING DIVISION ISSUE: damage to utilities or frontage APPROVED AS NOTED improvements in City right-of-way SD PRICING 7/28/23 per city standards that is caused or occurs during the permitted project. Jd] Wax" 10/30/2024 DESIGN REVIEW 9/29/23 VV DESIGN REV. #1 1/05/24 BLDG.PERMIT 2/16/24 DESIGN REV. #2 7/19/24 BP. REV#1 9/06/24 City Of Edmonds Building Department Work DEMO STRUCTURES ON SITE --------------------------------------------------------------- ---------------------- --------------------------------- Address 7212 220TH STW SW ---------------------------- - -------- --------- DEMOLITION Owner BEHAR SITE PLAN Approved Date, 11 /08/2024 ------------------------------------- Building Official ------------------ ---------------------------------- Permit Number BLD2024-1412 RECEIVED SHEET NO: ........................................ APPROVED Oct 29 2024 ' ALL WORK SUBJECT CILOPM ETSERVI � OBTAIN ELECTRICAL DEVELOPMENT SERVICES PERMIT FROM TO FIELD PLANS MUST BE DEPARTMENT STATE LABOR & INSPECTION FOR ON JOB SITE AO.01 INDUSTRIES CODE COMPLIANCE ........................... a 0 w 0 i 0 0 N U w (V c U) w i 0 0 i 0 0 0 -oo w 0 oo oo r) 0 0 r7 i rn rn rn 0 r7 N i 0 0 0 0 r7 N / 0 N 6i i N 0 N N U SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM N3 i� �l z \ No �. o � � NOTES I I 1. DEMOLISH ALL SURFACE IMPROVEMENTS, BUILDING, STRUCTURES, FOUNDATIONS, UTILITIES, AND UTILITY STRUCTURES WITHIN THE LIMIT I OF WORK, UNLESS NOTED OTHERWISE. PROTECT IN PLACE ALL SURFACE IMPROVEMENTS, BUILDING, STRUCTURES, FOUNDATIONS, UTILITIES, AND UTILITY STRUCTURES OUTSIDE OF THE LIMIT OF WORK IUNLESS NOTED OTHERWISE. z 2. REFER TO ELECTRICAL PLANS AND SPECIFICATIONS FOR ELECTRICAL AND COMMUNICATIONS DEMOLITION AND CIRCUIT INFORMATION. NI ELECTRICAL DEMOLITION, SALVAGE, AND PROTECTION SHALL BE PER ELECTRICAL PLANS AND / OR SPECIFICATIONS. �ICOMPLETED 3. CONTRACTOR SHALL WALK THE SITE WITH THE OWNER OR OWNER'S DESIGNEE PRIOR TO CONSTRUCTION TO VERIFY THE APPROXIMATE °'I IO LIMITS OF WORK AND EXISTING FEATURES AND UTILITIES TO REMAIN. `-I 0 ANY DAMAGE BY CONSTRUCTION OPERATIONS TO EXISTING IAT INFRASTRUCTURE TO REMAIN MUST BE REPLACED IMMEDIATELY AND CONTRACTOR'S EXPENSE. 4. PROVIDE CONSTRUCTION FENCING, SIGNAGE, AND BARRIERS AS I (� REQUIRED TO PREVENT UNAUTHORIZED ACCESS TO DEMOLITION AREAS SEE TESL PLAN (SHEET C300 AND C310) FOR APPROXIMATE �' \ w,4y9 \ 0 I FENCE LOCATION. CONTRACTOR SHALL FIELD ADJUST AS NECESSARY \\ \ 9 \ \ O I BASED ON SPECIFIC SITE CONDITIONS. \ 5. DISPOSE OF EXCESS DEMOLITION MATERIALS OFF SITE IN A SAFE AND LEGAL MANNER. MATERIALS AND EQUIPMENT NOTED FOR SALVAGE SHALL BE TRANSFERRED TO THE OWNER AS DIRECTED BY \`� `� �, \ 0 I I THE OWNERS REPRESENTATIVE. Q N � \t � \ 0 o \ � = `� °�g. Q I E V 6. MAKE VERTICAL SAWCUTS BETWEEN ALL EXISTING PAVEMENT TO _ `o11 -U) REMAIN AND THE PORTION TO BE REMOVED. PROJECT IN PLACE o z o o.� o m = O o PAVEMENT TO REMAIN OUTSIDE THE SAWCUT LINE. o \ \ , II I m O OD I I � 7. HAZARDOUS MATERIALS ABATEMENT INFORMATION, IF NECESSARY, o � 00 � 11 \ � � rT1 NO((� � WILL BE PROVIDED UNDER SEPARATE COVER BY OWNER. FriII 00 PROTECT EX GREASE TRAP AND \ o / i 8. UTILITIES SERVING UPSTREAM AREAS OR ADJACENT DEVELOPMENTS \ U a ALL UPSTREAM SANITARY SEWER PROTECT EX STORM DRAIN �� I SHALL NOT BE DEMOLISHED IN ANY WAY UNTIL THE REPLACEMENT \ i O \ PROPERTY LINE UPSTREAM OF SDMH 3 SEE NOTE 8 v 0 \ \ ❑ �UTILITY IS FULLY CONSTRUCTED AND APPROVED FOR USE. UTILITY \ \� SEE C500 (PERMIT BLD2024 0213) , / \ SHUTDOWNS ARE NOT ALLOWED WITHOUT PRIOR APPROVAL OF THE z jl%� r FOR EXACT LOCATION PROTECT EX DETENTION PIPE o / / �> I AUTHORITY HAVING JURISDICTION. CONTRACTOR IS RESPONSIBLE FOR ,9� ;7� � /vl „cG,60.�0 N `NUS :� SEE NOTE 8 `" SYSTEM AND ALL UPSTREAM \ °� o m" '`� COORDINATING ANY UTILITY SHUTDOWN AND APPROVALS WITH THE z X X STORM DRAIN / - \ \ - m ID AUTHORITY HAVING JURISDICTION. \ 200.1[ SEE NOTE 8 s z\ ` APPROXIMATE LOCATION - `� �' t - \ 4, l� (— o 1. c, PER SEWER CARDS ° :.`� I� SIDE SEWERS SHALL NOT BE CUT AND CAPPED UNTIL THE / / APPROXIMATE \ \ NEW SIDE SEWER LINES HAVE BEEN INSTALLED AND LIMIT OF WORK o z zx CONNECTED TO THE EXISTING BUILDINGS i ❑ `� ,.` 00 r_ \ PROTECT EX CLEANOUT AND , m e \ \ UPSTREAM SANITARY SEWER ,� 1 °0 ` - z(SEE NOTE 8 PROTECT EX UTILITY PAD AND EQUIPMENT ry r _ I \ \ � �� \� \ �/� PROTECT EX GREASE TRAP AND \ \ _ \ PROPERTY LINE { cN x -x ALL UPSTREAM SANITARY SEWER o `� ��♦ ` -- '" �' """ ` ° o 00 / SEE NOTE 8 ° o — ♦ ♦\♦\♦\\\::\ ♦♦♦♦♦♦♦♦\♦\♦\♦ T��50, " \ \ • = `\ _ \♦\\♦\♦.♦.♦♦♦♦♦\ ♦\ SIDE SEWERS SHALL NOT BE CUT AND CAPPED UNTIL THE NEW SIDE SEWER LINES HAVE BEEN INSTALLED AND N 0005 25 LJ ° \ ♦ ♦♦♦♦♦♦♦♦♦♦ \♦\y \♦\♦\ C° cf, �' \\ ::♦ °: ° • \ _ _-�_ --__-- - \♦\ ♦\♦\♦♦\♦\♦\\♦\♦�\�� CONNECTED TO THE EXISTING BUILDINGS 00 \♦♦ �\ °> ... < �——/b£�g�,\\\♦.♦\♦�♦\♦\♦\♦♦♦♦♦♦♦♦♦♦♦♦♦♦\♦\♦\♦\♦ SEE ELECTRICAL FOR DEMOLITION ,� °` \ J \ �€lY\ \♦\♦.-�..♦.♦♦♦♦\♦\♦\♦\♦\♦\♦\♦♦♦.♦.♦♦ AND/OR PROTECTION OF ELECTRICAL \ EX TREES TO BE PROTECTED Cn ♦\♦\♦♦ ♦ co\♦♦♦♦♦♦♦\♦\♦\♦\♦\♦\♦\♦♦♦♦♦♦♦♦ \ / / SEE LANDSCAPE FOR TREE — — — — — — — — — `G\ """ """"""""""""""" AND COMM UTILITIES ` / ♦\♦\♦♦♦ ♦♦♦♦♦♦♦♦\♦\♦\♦\♦\♦\♦\♦♦♦♦♦♦♦♦� SEE NOTE 8 PROTECTION MEASURES ��� 4 p. / \ \\ ♦\♦\♦\♦♦♦♦ ♦♦♦♦♦♦♦♦♦\♦\♦\♦\♦\♦\♦NJ&♦\�\\♦♦♦♦♦\♦\♦\♦\♦\♦\♦\♦♦♦♦♦♦♦♦♦♦♦♦\ / / / •• ° BUILDING DEMOLITION �• \ ♦\♦\♦♦♦♦♦♦♦♦♦♦♦♦ °:c� . \♦\♦\♦\\♦♦♦♦♦♦♦♦♦ ♦♦♦\♦\♦\♦\♦\♦ i i c�V o ..• SEE ARCHITECTURAL x��\ \♦\♦\♦♦♦♦♦♦♦♦♦♦♦♦ \\♦\♦♦♦♦♦.♦♦♦\♦\♦\♦\♦\ / i Z�� o ° . ♦ o °�-� s ��• � � ♦♦♦♦♦♦\♦\♦\♦\♦\♦\ ^ ' aril � � ♦\♦♦♦♦♦ �- ' ^�'' of _\ °e:•. s ° ��. No BUILDING DEMOLITION .♦♦♦♦♦♦\♦\♦\♦\♦\ o x� """"""""` 'CUT AND CAP GAS SERVICE SEE ARCHITECTURAL � ♦.♦♦♦♦♦♦\♦\♦\♦\♦\♦ ;°-�.:<° ° ° ° ° - Z ♦♦♦♦♦♦♦\♦\♦\♦\♦\♦ °: ° CUT AND CAP SEWER n ° :'. ♦♦♦♦♦♦♦♦\♦\♦\♦\♦\ AT PROPERTY LINE z ` :: I ,\, ♦♦♦♦♦♦♦\♦\♦\♦\♦\♦ cn>°.:::,. HERE PRIOR TO DEMO BY PSE • ° .♦♦♦♦♦♦♦♦\♦\♦\♦\♦\' ; ` OF BUILDING � rx O °. ° ♦♦♦♦♦♦♦♦\♦\♦\♦\♦\ x (�1 I� cif °. j�� ♦\♦\♦\♦\♦♦♦♦♦♦♦♦♦♦� -- _ _ �' . ` ' ,� e �. ♦� ti EX WATER SERVICE TO BE I I - x_ "'\ J i�i - - C CUT AND CAP SEWERS USED AS TEMPORARY 1 _ o ss ss ss ss ° ss 11 WATER SUPPLY DURING SERVICE AT PROPERTY LINE _ - -__� \ I I o CONSTRUCTION �3_ �� SEE NOTE 8 - - _ - - - - - - - - -L - - _ _ � a' APPROXIMATE LOCATION o ` __ -��8---- - - - ----- - --- ��� �`� m ;.. °. . e .. v +-1 SEE NOTE 10 _ROCl�E13�_ -�� PER SEWER CARDS H baL 17' � 177177 �5�%' � � � :: � � � � �Cf�ET� 1�iA11�G �L� SIDE SEWERS SHALL NOT BE CUT AND CAPPED UNTIL THE-�� �\\-_--_ - (HT.=1�' ,-0-6' E. OF PROP. LINE)Cf) �` \ / - NEW SIDE SEWER LINES HAVE BEEN INSTALLED AND 7 CONNECTED TO THE EXISTING BUILDINGS — z \ \\ a J�9It, 10„ 8l ROTECT,EX CONC TE� .... .... .... .... .... .... .',. I'll ­11 \\%\ \\\\ \\\\ \\\\ \\ IId�Jl Nve8n1 131N1 i \ �,, CONCRETE PATH cP TO UNDER 220TH 9� 1.1 1�. 30 9. CONTRACTOR SHALL MAINTAIN UTILITY SERVICE TO ADJACENT BUILDINGS THROUGHOUT CONSTRUCTION. 10. PROVIDE HOSE SPIGOT WITH ATMOSPHERIC VACUUM BREAKER FOR USE AS TEMPORARY WATER SUPPLY DURING CONSTRUCTION. FOLLOWING INSTALLATION OF PERMANENT WATER SUPPLY, CUT AND ' e CAP SERVICE AT MAIN AND RESTORE DISTURBED PAVEMENT VIA THE PERMANENT FRONTAGE IMPROVEMENTS PROPOSED BY THE PROJECT r— PROTECT EX UTILITY L LEGEND POLE AND ALL OVERHEAD UTILITIES - - - - PROPERTY LINE PROTECT EX WATER SERVICE TO 22001 — _ _ _ _ _ = LIMIT OF WORK 220TH ST PROTECT EX CATCH BASIN Ill I PROTECT EX GAS SERVICE TO 2201 220TH ST PROTECT EX STREET \ \ LIGHT W 00 e. \ C _PROTECT EX , GAS MAIN ° I NPROTECT EX UTILITY POLE IAND ALL OVERHEAD UTILITIES ' � O RaF II I cn M cn / 71 I \ PROTECT EX STREET — ILIGHT AND HANDHOLE I Ell I PROTECT EX CATCH BASIN / / Li UTILITY CAP BUILDING DEMOLITION SEE ARCHITECTURAL ALL STOCK PILES SHALL BE COVERED WITHIN 24 HRS 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. 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. 0 15' 30' 60' 1 inch = 30 feet ENGINEERING DIVISION APPROVED AS NOTED Jd] tV4At",, tZ 10/30/2024 VV • Call 811 two business days before you dig 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com �S STEg�'�' �`SSIONAL ��, 10/21 /2024 N Q (100 ) � �Mmm M a Ox� LU�Q � N z Q N O LU n � M W REVISIONS: DATE: 10/21 /2024 JOB NO: 2300388 DESIGNED BY: IVG DRAWN BY: JYL CHECKED BY: BCR APPROVED BY: TJE DEMOLITION PLAN C200 Ld w 0 0 w N 0 0 0 0 Q 0 w a m oo 00 CD 0 0 N CD c N 0 0 0 0 N 0 6i N 0 N N U PROPERTY LINE (TYP) POTENTIAL CONSTRUCTION STAGING AND JOB SHACK AREA FIELD LOCATE X \ I � I \ � DISCHARGE TO LEVEL SPREAD _ /--OH 'J'J LL v LL OHP — SPREADER 1a„8l �\ SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM \ 9� \ J c� 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. Uo o � Di ocw- 2 TEMPORARY SEDIMENT �J \ C390 TRAP FOR CATCH BASINS PER COE STD DTL ER-902 (TYP) = .° pI �� ♦♦ \'\I III I to i \ O o / I I II I I I ^� I A I STABILIZED 3 CONSTRUCTION C390 ENTRANCE PER COE STD DTL ER-901 FIELD LOCATE I- I J C-4 NMAINTAIN EX ASPHALT DRIVEWAY AS CONSTRUCTION ENTRANCE TRANSITION PER COE STD DTL ER-901 I � III SIDEWALK TO REMAIN OPEN TO PUBLIC SEE c NOTE 18 ON SHEET C311 NOTES BOTTOM OF EXCAVATION HAS BEEN APPROXIMATED AS THREE FEET BELOW THE FINISHED FLOOR ELEVATION OF THE LOWEST GARAGE LEVEL, AND SHOULD NOT BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ACTUAL ELEVATIONS OF BUILDING ELEMENTS AND SUBGRADE PREPARATION PROCEDURES. 2. ALL BMPS SHALL BE CONSTRUCTED AND INSTALLED PER COE EROSION CONTROL STANDARD PLANS AND 2019 SWMMWW. WHERE THE TWO STANDARDS CONFLICT, THE CITY OF EDMONDS STANDARDS SHALL GOVERN. 3. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. UPGRADE TESC FACILITIES TO ACCOUNT FOR ALL STORM EVENTS AND AS DIRECTED BY COE INSPECTOR. 4. INSPECT AND MAINTAIN TESC FACILITIES AS NECESSARY OR AS DIRECTED BY THE COE INSPECTOR. TESC FACILITIES SHALL BE IMPLEMENTED, MAINTAINED, AND REPLACED AS NECESSARY UNTIL ALL CONSTRUCTION IS APPROVED. 5. PROVIDE TEMPORARY CHAINLINK CONSTRUCTION FENCING AS REQUIRED FOR SAFETY AND AS DIRECTED BY THE COE INSPECTOR. FENCING SHALL BE PLACED IN A MANNER THAT ALLOWS FULL USE OF ADJACENT FACILITIES. WHERE WORK IS REQUIRED OUTSIDE OF THE LIMITS OF FENCING SHOWN ON THIS PLAN, COORDINATE IMPACTS TO ADJACENT FACILITIES WITH THE OWNER AND CITY OF EDMONDS AS NECESSARY, AND TEMPORARILY ADJUST FENCING TO INCLUDE LIMITS OF DISTURBANCE. 6. CATCH BASIN INSERTS SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS AND CATCH BASINS DOWN SLOPE OF DISTURBED AREAS, WITHIN 500 FEET OF THE PROJECT SITE. NEW CATCH BASINS CONSTRUCTED BY THE PROJECT SHALL BE PROTECTED WITH CATCH BASIN INSERTS IMMEDIATELY FOLLOWING THEIR CONSTRUCTION. 7. STORM DRAIN INLETS AND CATCH BASINS IN ROW SHALL BE INSPECTED DAILY. WATER LEAVING THE SITE DURING CONSTRUCTION, INCLUDING WATER CARRIED BY TRUCK TIRES, SHALL BE CLEAN. IMPLEMENT ADDITIONAL SEDIMENTATION CONTROL METHODS AS NEEDED AND AS DIRECTED BY THE COE INSPECTOR. 8. NO SEDIMENT SHALL BE TRACKED IN TO THE STREET OR ONTO PAVED SURFACES. SEDIMENT SHALL BE REMOVED FROM ALL TRUCKS AND EQUIPMENT PRIOR TO LEAVING SITE. 9. WATER FROM DISTURBED AREA SHALL BE DIRECTED TO A SUMP PUMP VIA SHEET FLOW OR TEMPORARY INCEPTOR SWALES, CONSTRUCTED AS NEEDED AND AS DIRECTED BY THE COE INSPECTOR. WATER COLLECTED IN THE SUMP SHALL BE PUMPED TO SETTLING TANKS. SWALE, AND PUMP LAYOUT SHOWN ON PLAN SCHEMATIC IN NATURE, AND SHOULD BE ADJUSTED AS NECESSARY TO FACILITATE PROPER SITE DRAINAGE. ADDITIONAL PUMPS MAY BE REQUIRED. 10. PROVIDE BACK-UP PUMPS WITH SUFFICENT HORSEPOWER TO DELIVER WATER TO THE SETTLING TANKS AS SHOWN ON THE PLAN. SEE SHEET C311 FOR CONTINUATION OF TESC NOTES ALL STOCK PILES SHALL BE COVERED WITHIN 24 HRS LEGEND — — — — PROPERTY LINE TEMPORARY CONSTRUCTION FENCE — — — — — — — — — — — — — — TOP/TOE OF CUT SLOPE — — APPROXIMATE LIMIT OF WORK >... > — TEMPORARY INTERCEPTOR SWALE FILTER FABRIC FENCE TEMPORARY STORM DRAIN LINE CTRIANGULAR SILT DIKE 1 CUT SLOPE INDICATOR ® TEMPORARY SEDIMENT TRAP FOR CATCH BASINS PORTABLE SEDIMENT TANK 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. ASPHALT TRANSITION TO CONSTRUCTION ENTRANCE STABILIZED CONSTRUCTION ENTRANCE APPROXIMATE AREA OF EXISTING SLOPE INCLINED AT >40% ENGINEERING DIVISION APPROVED AS NOTED Jell tV4At" .au 10/30/2024 VV Call 811 0 15' 30' 60' two business days before you dig 1 inch = 30 feet 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com �S �`SSIONAL E��� 10/21 /2024 N Z 00 Q y � � na Ox� LU�Q � N z Q N O LU n � M W REVISIONS: NO. DATE DESCRIPTION 1 9/6/2024 PERMIT REV #1 DATE: 2/15/2024 JOB NO: 2300388 DESIGNED BY: IVG DRAWN BY: JYL CHECKED BY: BCR APPROVED BY: TJE TESC PLAN C300 3 J W 0 U N W 0 U W (V CD co 0 0 0 0 O E w 0 m o co 0 i 0 N O O O O N E N I N 0 N cd CD TIAII C-= NOTES: 1. CHAIN LINK FABRIC TO BE MIN. 11 GAUGE, GALVANIZED. NO RUSTED OR EXCESSIVELY MALFORMED FABRIC. 2. FENCE BASES SHALL BE OF SUFFICIENT WEIGHT AND/OR SPREAD TO ADEQUATELY SUPPORT EACH PANEL. 3. PANEL -TO -PANEL CONNECTIONS SHALL BE MADE AT A MIN. TWO LOCATIONS PER CONNECTION UNLESS OTHERWISE APPROVED. 4. INSTALL 1 V-8" X 5-6" MESH CONSTRUCTION SCRIM PER FENCE PANEL AND/OR CONSTRUCTION WARNING SIGNAGE 50' O.C. BASED ON CONSTRUCTION GRAPHIC PLAN. 5. PROVIDE KNOX BRAND PADLOCK AT GATE AND 24"x36" RED SIGN WITH 4" WHITE LETTERS: "FIRE DEPARTMENT ACCESS" TEMPORARY CHAIN LINK CONSTRUCTION FENCE PROVIDE V MIN DEPTH SUMP AROUND DRUM RUNOFF WIT SEDIMENT PROVIDE 6" MIN CLEAN CRUSHED BASE COURSE FILTERE RUNOFF PROVIDE SOLI COVER NTS TOP OF DRUM SHALL BE 6" MIN ABOVE GRADE DISCHARGE MOBILE 55 GALLON TEMPORARY SUMP PUMP NTS 55 GALLON DRUM WITH 2" DIA WEEP HOLES WRAP WITH FILTER FABRIC WIRE TIES SUBMERSIBLE PUMP IAITrnI InnAAI TnAll 1 71/71 nnTTnnn ll.A RAA\/ [+I nnr ON SLOPE GRADIENT SEE TABLE SWALE SPACING AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20(H) : 1(V) 3-5% 300 FEET 10-20(H) : 1(V) 5-10% 200 FEET 4-10(H) : 1(V) 10-25% 100 FEET 2-4(H) : 1(V) 25-50% 50 FEET NOTES: 1. INSPECT INTERCEPTOR SWALES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA. 2. DAMAGE CAUSED BY CONSTRUCTION TRAFFIC OR OTHER ACTIVITY MUST BE REPAIRED BEFORE THE END OF EACH WORKING DAY. 3. CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NECESSARY TO AVOID GULLY FORMATION. TEMPORARY INTERCEPTOR SWALE NTS VARIES EXISTING GRASSY SLOPE TO REMAIN UNDISTURBED EXISTING DRAINAGE SWALE LEVEL SPREADER NTS R BACK OF DITCH (TYP.) FRONT APRC i REAR APRON STAPLES (TY, ., 3 FT. MAX. SPACING BACK OF DITCH (TYP.) CHECK DAM 6" OVFRLAP rLruv viF-rr A FLOW C o DITCH /0//5/>\ I SECTION A -A DIG TRENCH APPROXIMATELY 6" WIDE AND DEEP, STAPLE END OF GEOTEXTILE AND BACKFILL WITH NATIVE MATERIAL ORIENT THE SEWN EDGE OF THE CHECK DAM TOWARD THE UPSTREAM SIDE URETHANE FOAM SEWN INTO WOVEN GEOTEXTILE 10" MIN 14" MAX STAPLES (TYP.) 8" MIN. LENGTH SECTION B-B BACK OF DITCH (TYP.) FRONT APRON REAR APRON ISOMETRIC VIEW NOTES: 1. INSPECT TRIANGULAR SILT DIKE FOR PERFORMANCE AND SEDIMENT ACCUMULATION DURING AND AFTER EACH RAINFALL THAT PRODUCES RUNOFF. REMOVE SEDIMENT WHEN IT REACHES ONE HALF THE HEIGHT OF THE TRIANGULAR SILT DIKE. 2. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE TRIANGULAR SILT DIKE AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE TRIANGULAR SILT DIKE. IMMEDIATELY REPAIR ANY DAMAGE OR ANY UNDERCUTTING OF THE TRIANGULAR SILT DIKE. TRIANGULAR SILT DIKE NTS WIDTH 6' MINIMUM SPREADER MUST BE LEVEL 6" MIN DIKE MATERIAL COMPACTED 90% MODIFIED PROCTOR CPEP OR EQUIVALENT PIPE DISCHARGE TO A STABILIZED WATERCOURSE, SEDIMENT RETENTION FACILITY, OR STABILIZED OUTLET PRESSURE -TREATED 2"X10" MAY BE ABUTTED END TO END FOR MAX SPREADER LENGTH OF 55' INTERCEPTOR DIKE STANDARD FLARED END SECTION _ N INTERCEPTOR DIKE PROVIDE RIPRAP PAD OR EQUIVALENT ENERGY DISSIPATION co 18" MIN REBAR SUPPORTS 8' MAX SPACING NOTES: 1. INLET AND ALL SECTIONS MUST BE SECURELY FASTENED TOGETHER WITH GASKETED WATERTIGHT FITTINGS 5 PIPE SLOPE DRAIN 6 300 NTS C300 ENGINEERING DIVISION APPROVED AS NOTED MY Warylcu 10/30/2024 VV Call 811 two business days before you dig omb 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com �S 4p,'GISTEg�' �`SSIONAL ��� 10/18/2024 REVISIONS: NO. DATE DESCRIPTION 1 9/6/2024 PERMIT REV #1 DATE: 2/15/2024 JOB NO: 2300388 DESIGNED BY: IVG DRAWN BY: JYL CHECKED BY. BCR APPROVED BY: TJE TESC DETAILS C31 0 a J LLJ 0 U N I 0 c� w a> m N 0 CD a a Q c� c 0 w a a> m 00 00 CD 0 0 N CD c N 0 0 0 0 N E N i N 0 N TESC NOTES (CONTINUED) CITY OF EDMONDS CONSTRUCTION SEQUENCE NOTES 11. SEDIMENT TANK SHALL HAVE A MINIMUM CAPACITY AS NOTED ON THE PLAN. SETTLING TANK 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, SHALL BE "BAKER TANK," "RAIN FOR RENT," OR AN APPROVED EQUAL. FIELD LOCATE TANK. EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. OBTAIN TEMPORARY RIGHT-OF-WAY USE PERMIT IF TANKS ARE PLACED IN COE ROW. PROVIDE 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. SAFE PEDESTRIAN PASSAGE AROUND TANK AT ALL TIMES. 1601 5th Avenue, suite 1600 3. CALL FOR UTILITY LOCATES. Seattle, WA 98101 12. TEMPORARY EXCAVATION AND CONSTRUCTION DEWATERING SHALL CONFORM TO THE 206.622. 5822 www. kpffff. co m PROJECT GEOTECHNICAL REPORT 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 13. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT LEAVE THE SITE, ENTER THE DRAINAGE SYSTEM, OR VIOLATE APPLICABLE WATER STANDARDS. 14. PREVENT ON -SITE EROSION BY STABILIZING ALL DISTURBED SOILS INCLUDING BUT NOT LIMITED TO ROUGH GRADING AREAS RESULTING FROM TEMPORARY CUTS, BACKFILL OF TEMPORARY CUTS TO ROUGH FINAL GRADE, AND STOCK PILES THAT ARE TEMPORARILY EXPOSED. 15. EXPOSED SOILS SHALL NOT BE LEFT EXPOSED AND UNWORKED FOR MORE THAN 2 DAYS BETWEEN (OCTOBER 1 - APRIL 30) OR 7 DAYS BETWEEN (MAY 1 - SEPTEMBER 30). 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW 16. DISCHARGE OF CONSTRUCTION STORMWATER SHALL ONLY OCCUR WHEN TURBIDITY LEVELS 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. HAVE BEEN CONFIRMED TO MEET DOE REQUIREMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 17. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 SWMMWW BMP T.5.13. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY 18. ADJACENT RIGHTS OF WAY SHALL REMAIN OPEN FOR THE DURATION OF CONSTRUCTION, INSPECTOR. Cn to EXCEPT WHEN CLOSURE IS NECESSARY FOR A SPECIFIC CONSTRUCTION ACTIVITY SUCH AS fn N SIDEWALK REPLACEMENT OR UTILITY CONNECTIONS. 12. INSTALL INFILTRATION TRENCH. EXCAVATION OF INFILTRATION AREAS SHALL NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS. THE BMP SHALL NOT BE MADE OPERATIONAL UNTIL 3.0 O ALL EROSION -CAUSING PROJECT IMPROVEMENTS ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED Z O cl) 00 U LU F o U) —N 0 N Z Q N O N LU ti 0 M W ENGINEERING DIVISION APPROVED AS NOTED • Call 811 two business days before you dig NO.I DATE I DESCRIPTION 1 1 9/6/2024 1 PERMIT REV #1 DATE: 2/15/2024 JOB NO: 2300388 DESIGNED BY: IVG DRAWN BY: JYL CHECKED BY: BCR APPROVED BY: TJE TESC NOTES C311 ICI .,.J iI�m 10/30/2024 111V 2" x 2" WOOD/STEEL FILTEI TO 2 WIRE 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 -\ 7 FIRE MESH FENCE ABR C SUPPORT FILTER `BURY BOTTOM OF FILTER 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 '-St, 1B4— r. 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 FILTER FABRIC FENCE FILTRATION SYSTEMS NTS w w 0 U O 6� MJ U w m a> m N O c a a Q c� c 0 w a a> m co co CD 0 0 N 0 N 0 0 O 0 N CITY OF EDMONDS PUBLIC WORKS DEPARTMENT 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 DETAIL ER-902 TEMPORAY SEDIMENT TRAP FOR CATCH BASINS NTS 2 C300 LLS A TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT—OF—WAY. O2 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 CITY OF • 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 EDMONDS I STABILIZED CONSTRUCTION ENTRANCE PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH STABILIZED CONSTRUCTION ENTRANCE NTS ENGINEERING DIVISION APPROVED AS NOTED jd] W40 au 10/30/2024 VV REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-901 • Call 811 two business days before you dig 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 10/18/2024 NO.I DATE I DESCRIPTION 1 1 9/6/2024 1 PERMIT REV #1 DATE: 2/15/2024 JOB NO: 2300388 DESIGNED BY: IVG DRAWN BY: JYL CHECKED BY: BCR APPROVED BY: TJE COE EROSION CONTROL STANDARD DETAILS C390 I I \ \ ly\ T \ \ I �\ OO Co \ 06 EXISTING RETAIL 0Hzg\`� \ O ♦ `O � �, I / O I EXISTING RETAIL ❑ \\\ ____ \ 01 TLJRE 0 76 ILOING III V\\\\ / - I \ 35 41 If �371 ✓\ `� \\� i \\ NORTH RESIDENTIAL BUILDING 10 / o 64 _ to � . 0 20 Eu / — x77\ \ 0 0 I \ l O I x I SOU IDENTI BUILDING o \ y : .............. 7 ........... 16 14 ! og�o ` \ o0000000000000000000000000000 0 / / // CP x -- I O o000o O oo00o O 0001 O x 0 0 _ oaOo t7 ------------ _ — — — -- — --- — _---- ___ �— ---------- --_ --- / \ \ I `" INTERURBAN TRAIL 1171 — — \ o I n c O coSJI — — — — — — — — — — — _ off = � n I� � z o `' � I I I I II I I I �j Q 0 I i n�n� � nn � � _ . II . . LEGEND / SYMBOL QTY. DESCRIPTION \ 17 TREES TO REMAIN AND BE PROTECTED IN • �� • \ ACCORDANCE WITH CITY OF EDMONDS TREE RELATED REGULATIONS CRITICAL ROOT ZONE, TYP. 32 TREES 6"+ TO BE REMOVED • ` 4 TREES NOT SURVEYED TO REMAIN 1 7 TREES NOT SURVEYED TO BE REMOVED NP TREE NOT PRESENT AT TIME OF ARBORIST VISIT TREE RETENTION CALCULATIONS TOTAL EXISTING SIGNIFICANT TREES ON SITE: 57 TOTAL SIGNIFICANT TREES TO BE REMOVED: 38 TOTAL TREES TO BE RETAINED: 19 (21 /57) = 0.33 (33%) RETAINING 33% OF TREES EXCEEDS MIN. 25% RETENTION REQUIREMENT. (28) OF TREES BEING REMOVED ARE VIABLE AND REQUIRE REPLACEMENT PER ECDC 23.10.080(A). SEE ARBORIST TREE TABLE ON L0.01 FOR FURTHER INFORMATION. TREE REPLACEMENT CALCULATIONS DBH ## REMOVED REPLACEMENT RATIO ## REPLACEMENTS 6-10" 5 1:1 5 10.1-14" 8 2:1 16 14-24" 13 3:1 39 >24" 2 3:1 6 TOTAL 28 66 NOTES 1. TREE NUMBERING IS BASED ON ARBORIST TREE PLAN PREPARED BY BARTLETT CONSULTING ARBORISTS. REFER TO ARBORIST REPORT AND TREE PLAN DATED 12/26/2023 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 2. TREE PROTECTION TO BE IN ACCORDANCE WITH ECDC 23.10 TREE RELATED REGULATIONS. 3. PER 23.10.060.C. TREE RETENTION REQUIREMENTS FOR PROPOSED MULTIFAMILY DEVELOPMENT: 25% OF ALL SIGNIFICANT TREES. 4. PER 23.10.080.A. TREE REPLACEMENT IS REQUIRED FOR EACH SIGNIFICANT TREE REMOVED. MIN. 1-1/2" CALIPER DECIDUOUS TREES; 6' HT. EVERGREEN TREES. 5. ANY POTENTIAL IMPACT TO EXISTING TREE ROOTS NEEDS TO BE REVIEWED FIRST BY THE CITY ARBORIST AND LANDSCAPE ARCHITECT PRIOR TO TAKING ANY FURTHER ACTION. REPLACEMENT TREES SYMBOL QTY BOTANICAL/COMMON NAME SIZE/CONDITION 0 53 DECIDUOUS TREES GINKO BILOBA 'AUTUMN GOLD' 2" CAL. MIN., 14-16' HT. AUTUMN GOLD GINKGO GLEDITSIA TRIACANTHOS 'SUNBURST' 2" CAL. MIN., 14-16' HT. SUNBURST HONEYLOCUST PLATANUS X ACERIFOLIA 'BLOODGOOD' 2" CAL. MIN., 14-16' HT. BLOODGOOD LONDON PLANETREE ULMUS AMERICANA 'JEFFERSON' 2" CAL. MIN., 14-16' HT. JEFFERSON ELM NYSSA SYLVATICA 2" CAL. MIN., 14-16' HT. BLACK TUPELO ZELKOVA SERRATA 'VILLAGE GREEN' 2" CAL. MIN., 14-16' HT. VILLAGE GREEN JAPANESE ZELKOVA BETULA NIGRA 'HERITAGE' MULTI —STEM, (3) 1.5" CAL. 'HERITAGE' RIVER BIRCH MIN. TRUNKS, 12-14' HT. 3 EVERGREEN / CONIFEROUS TREES THUJA PLICATA 'HOGAN' 8-10' HT. HOGAN CEDAR PSEUDOTSUGA MENZIESII 8-10' HT. DOUGLAS FIR PINUS CONTORTA 8-10' HT. SHORE PINE CALOCEDRUS DECURRENS 8-10' HT. INCENSE CEDAR 52 SMALL ACCENT TREES ACER CIRCINATUM MULTI —STEM, (3) 1" CAL. VINE MAPLE TRUNKS MIN., 8'-10' HT. PARROTIA PERSICA 'VANESSA' SPECIMEN, 2" CALIPER MIN, VANESSA UPRIGHT IRONWOOD 10-12' HT. ACER PALMATUM (GREEN) MULTI —STEMMED, MIN (3) 1" JAPANESE MAPLE CALIPER TRUNKS, 8'-10 HT. AMELANCHIER x 'AUTUMN BRILLIANCE' MULTI —STEM, (3) 1" CAL. AUTUMN BRILLIANCE SERVICEBERRY TRUNKS MIN., 8'-10' HT. SCALE: 1 "=30'-0" z 0'. . 15'. . 30' 60'. .120' fora 1430 NE 65th Street Seattle, WA 98115 t: 206-322-1732 fora.land Fora Landscape Architects RECEIVED 3/14/24 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 z O �o VJ Vi Q W o� CN � N Z -/ N L.L T_ 2 CN aLL I I: Lu O F W A S,y J N Ej z ti �2OSC 8g EXP. 03�21�\�� '� PE ARG DATE: 2/16/24 JOB NO. 22-054 PERMIT: PLN2023-0068 REVISIONS: ISSUE: SD PRICING 7/28/23 DESIGN REVIEW 9/29/23 DESIGN REV. #1 1/05/24 BLDG. PERMIT 2/16/24 TREE RETENTION PLAN SHEET NO: L0.00 220th Street Development Project Edmonds, WA Prepared for: Behar Company Prepared by: M. Becker Urban Forestry Services T. BARTLETT CONSULTING December 26, 2023 DBH Dripline LOD Tree # Species Botanical Name (in) Radius (ft) Condition Viability Status (ft) Notes 1 Mountain hemlock Tsuga mertensiana 8.5 6 Good Viable Remove 6 Healthy tree 2 Mountain hemlock Tsuga mertensiana 9.1 6 Fair Viable Remove 6 Sweep in base 3 Mountain hemlock Tsuga mertensiana 10.7 7 Fair Viable Remove 7 Sweep in base 4 Austrian pine Pious nigra 8 8 Poor Not viable Remove 4 Dominated by ivy 5 Austrian pine Pious nigra 7.5 7 Poor Not viable Remove 3 Dominated by ivy 6 Austrian pine Pious nigra 7 6 Poor Not viable Remove 3 Dominated by ivy 7 Austrian pine Pious nigra 8 6 Poor Not viable Remove 3 Dominated by ivy 8 Austrian pine Pious nigra 8 5 Poor Not viable Remove 3 Dominated by ivy 10 Sweetgum Liquidambarstyraciflua 14.2 13 Fair Viable Remove 8 Partially topped for line clearance 11 Sweetgum Liquidambarstyraciflua 10.6 12 Fair Viable Remove 6 In parking area, tops failed 12 Sweetgum Liquidambarstyraciflua 14.8 12 Fair Viable Remove 8 Multiple failed tops 13 Douglas fir Pseudotsuga menziesii 14 11 Good Viable Remove 8 Next to go-cart track 14 Douglas fir Pseudotsuga menziesii 13 11 Good Viable Remove 10 Next to go-cart track 15 Douglas fir Pseudotsuga menziesii 16.3 11 Good Viable Remove 10 Next to go-cart track 16 Douglas fir Pseudotsuga menziesii 13 11 Good Viable Remove 10 Next to go-cart track 17 Douglas fir Pseudotsuga menziesii 15 11 Good Viable Remove 10 Next to go-cart track 18 Douglas fir Pseudotsuga menziesii 18 14 Good Viable Remove 10 In planting strip 19 Douglas fir Pseudotsuga menziesii 18.9 15 Good Viable Remove 10 In planting strip 20 Sweetgum Liquidambarstyraciflua 6 9 Fair Viable Remove 6 In parking area, wingbark disease 21 Sweetgum Liquidambarstyraciflua 10.6 11 Fair Viable Remove 8 History of branch and top failure 22 Douglas fir Pseudotsuga menziesii 18.2 12 Good Viable Retain 10 Close to curb 23 Douglas fir Pseudotsuga menziesii 19.5 15 Good Viable Retain 10 Close to curb 24 European w. birch Betulo pendula 10.3 10 Poor Not viable Remove 8 Top failure, beetles likely 2S Douglas fir Pseudotsuga menziesii 20.1 12 Good Viable Retain 10 Close to curb 26 Douglas fir Pseudotsuga menziesii 14 15 Good Viable Retain 8 11' from curb 27 Western red cedar Thuja plicata 9.3 12 Fair Viable Retain 6 Two codominant stems from base 28 Douglas fir Pseudotsuga menziesii 11.8 11 Fair Viable Retain 8 Two codominant stems from 18' 29 Douglas fir Pseudotsuga menziesii 9.8 7 Fair Viable Retain 8 Small LCR 30 Douglas fir Pseudotsuga menziesii 15.6 14 Good Viable Retain 6 Close to curb 31 Douglas fir Pseudotsuga menziesii 11.2 8 Fair Viable Retain 8 Few branches in crown 32 Douglas fir Pseudotsuga menziesii 17.6 13 Good Viable Retain 10 Ivy starting at base of tree 33 Douglas fir Pseudotsuga menziesii 9.4 11 Poor Not viable Remove 6 Conk and trunk wound, suppressed 34 Douglas fir Pseudotsuga menziesii 12.8 10 Fair Viable Retain 8 Asymmetrical crown 35 Black cottonwood Populus trichocorpo 21.6 17 Fair Viable Retain 12 Two codominant stems from 20' 36 Douglas fir Pseudotsuga menziesii 14.1 7 Fair Viable Retain 8 Asymmetrical crown 37 Douglas fir Pseudotsuga menziesii 11.8 7 Fair Viable Retain 8 Sweep in base, narrow crown 38 Douglas fir Pseudotsuga menziesii 23.1 13 Fair Viable Retain 12 In partial tree well on slope 39 Western red cedar Thuja plicata 28.8 15 Fair Viable Retain 12 In partial tree well on slope 40 Douglas fir Pseudotsuga menziesii 21.7 12 Good Viable Remove 10 Large surface root visible 41 Douglas fir Pseudotsuga menziesii 13.5 15 Fair Viable Remove 6 4' from curb, sweep in base 42 Douglas fir Pseudotsuga menziesii 16.6 12 Fair Viable Remove 8 Small LCR 43 Western red cedar Thuja plicata 17.9 11 Fair Viable Remove 10 In partial tree well on slope 44 Western red cedar Thuja plicata 27.5 18 Fair Viable Remove 10 In partial tree well on slope 45 Douglas fir Pseudotsuga menziesii 13.3 7 Fair Viable Retain 8 Competing with other trees 46 Douglas fir Pseudotsuga menziesii 18.4 13 Good Viable Retain 10 80% LCR 47 Douglas fir Pseudotsuga menziesii 17.1 16 Fair Viable Remove 10 Large surface root visible 48 Western red cedar Thuja plicata 15.4 11 Fair Not viable Remove 8 80% dead 49 Douglas fir Pseudotsuga menziesii 17.1 16 Good Viable Remove 8 2' from curb 50 Douglas fir Pseudotsuga menziesii 1S.7 10 Good Viable Retain 8 Close to curb 51 Sweetgum Liquidombar styracifluo 6.6 9 Fair Viable Remove 6 In parking area 52 Douglas fir Pseudotsuga menziesii 18.8 14 Good Viable Retain 8 Growing into wire fence 53 Douglas fir Pseudotsuga menziesii 17.9 13 Good Viable Retain 8 Growing into wire fence 54 Austrian pine Pinus nigra 12 12 Poor Not viable Remove 6 Dominated by ivy 5S Austrian pine Pinus nigra 8 7 Poor Not viable Remove 6 Dominated by ivy 56 Austrian pine Pinus nigra 15 13 Fair Viable Remove 6 Dominated by ivy 57 Norway maple Acer platanoides 11.2 11 Fair Viable Remove 6 In parking area S8 Norway maple Acer platanoides 6 6 Fair Viable Remove 4 In parking area Z O for 1430 NE 65th Street Seattle, WA 98115 t: 206-322-1732 fora.land Fora Landscape Architects U) 0 z � O C] � 00 Cn � >Q LLI O C!) � N Z N 0 0 Q� LLJ T. LLI co OF W A Siy J N, <S400 era b�°� '� 0 z ti 69 EXP. 0312�����li 19 PE ARG DATE: 2/16/24 JOB NO. 22-054 PERMIT: PLN2023-0068 REVISIONS: ISSUE: SD PRICING 7/28/23 DESIGN REVIEW 9/29/23 DESIGN REV. #1 1/05/24 BLDG. PERMIT 2/16/24 ARBORIST TREE TABLE SHEET NO: LO.01