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APPROVED ENG RESUB1 BLD2023-0308+DEMO PLANS+4.14.2023_12.57.28_PM+3484118TREE RETENTION & PROTECTION NOTES NJ 3. N STAKE AND FLAG THE LIMITS OF TREE PROTECTION FOR OWNER'S REP AND CITY ARBORIST REVIEW AND APPROVAL PRIOR TO CLEARING AND GRUBBING. OWNER'S REP AND CITY ARBORIST TO INSPECT TREE PROTECTION BEFORE AND DURING CONSTRUCTION PER SPEC SECTION 01 56 39. SEE SPEC SECTION 01 56 39 FOR TREE PROTECTION REQUIREMENTS INCLUDING SUPPLEMENTAL IRRIGATION OR HAND WATERING. TREE RETENTION AND PROTECTION PLAN IS BASED ON PRELIMINARY SITE LAYOUT REVIEW; CONDITIONS AND DIMENSIONS MAY VARY ON —SITE. LEGEND TREE TO BE REMOVED k�r 0TREE�•� TO BE PROTECTED; FLAG EACH TREE TO REMAIN �/\ WITH ORANGE CONSTRUCTION TAPE CRITICAL ROOT ZONE: 1' FOR EVERY 1" OF TREE DBH ESTIMATED TREE CANOPY LINE PROPERTY LINE $13 13 — TREE PROTECTION FENCE, SEE 1/TR.00 EXISTING VEGETATION TREE PROTECTION AREA — SEE TREE RETENTION & PROTECTION PLAN FOR FENCE LOCATION SECTION TREE PROTECTION NOT TO SCALE ABBREVIATIONS DBH DIAMETER AT BREAST HEIGHT OC ON CENTER REP REPRESENTATIVE TYP TYPICAL KInTC:-c- OVERHEAD BRANCHING LIKELY TO BE DAMAGED BY EQUIPMENT OPERATION SHALL BE BROUGHT T„ T' '� ' gTTEN I ION OF THE OWNERS REP AND CITY ARBORIST. PREVENTIVE MEASURES (PRUNING SACK OF BRANCHES) AS APPROVED BY THE OWNER'S REP AND CITY ARBORIST SHALL ERLY EXECUTED BEFORE COMMENCEMENT OF THE CONSTRUCTION ACTIVITIES. TRAFFIC IS ALLOWED INSIDE THE TREE PROTECTION AREA. ALL WORK INSIDE TREE ON AREA SHALL BE DONE BY HAND METHODS. NO HEAVY MACHINERY ALLOWED. DISTURBANCE IS PERMITTED INSIDE THE TREE PROTECTION AREA UNLESS REVIEWED ROVED BY OWNER'S REP AND CITY ARBORIST. -REE PROTECTION SIGNS EVERY 15' OC ALONG THE FENCE. ]EIGHT TREE PROTECTION FENCE -EL POSTS INSTALLED AT MAX 6' PLAN FOR LOCATION EXISTING GRADE AND ON WITHIN THE TREE ION FENCE EXISTING GRADE, TYP IF ROOT PRUNING IS NEEDED FOR DEMOLITION WORK, HAND DIG TO EXPOSE AND PROTECT EXISTING TREE ROOTS AT EDGE OF FENCE; HAND CUT TREE ROOTS ONLY UNDER SUPERVISION OF CITY'S ARBORIST, KEEP ROOTS COVERED WITH WETTED BURLAP UNTIL BACKFILLED AND COVERED WITH NEW SOIL, SEE SPEC SECTION 01 56 39 MIN 22" TREE 8c SOIL PROTECTION AREA KEEP OUT; ENTRANCE PROHIBITED REPORT VIOLATIONS TO: (425) 771 —0220 u SECURELY FASTEN TO CHAIN LINK FENCING, TYP TREE PROTECTION SIGN ENGINEERING DIVISION APPROVED AS NOTED �"6/12/2023 APPROVED BY PLANNING Jun 12 2023 City Of Edmonds Building Department Work DEMO SFR Address 9309 BOWDOIN WAY Owner C OF E Approved Date Building Official Permit Number ------------------------, BLD2023-0308 REVISIONS Dt PAGES - CHANGES REV1 REV2 REV3 REW REV5 `Oe. 1 Sy" City of Edmonds Parks, Recreation & Cultural Services 700 Main Street Edmonds, WA 98020 • Call 811 ® two business days before you dig Shirley Johnson Property Demolition Plan 9309 Bowdoin Way Edmonds, WA 98020 BLD2023-0308 RESUB Apr 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SUBMITTAL TREE RETENTION & PROTECTION NOTES, LEGEND, ABBREVIATIONS & DETAIL Revisions # Description Date Designed By: RD Drawn By: RD Checked Bv: -- Project No.: 2021-20-02 Date: December 2021 TRm00 STRUCTURE NOTES DEMOLITION NOTES 1. STRUCTURE #1: HOUSE 1.a. SINGLE STORY WITH BASEMENT 1.b. YEAR BUILT: 1925 1.c. CONCRETE OR CB FOUNDATION 1.d. SINGLE LAP EXTERIOR 1.e. GABLE ROOF WITH MEDIUM PITCH AND COMPOSITION COVER 1.f. TWO BEDROOMS, 1.5 BATHROOMS, MASONRY FIREPLACE 1.g. FORCED HOT AIR GAS HEATING 2. STRUCTURE #2: GARAGE 2.a. SINGLE STORY 2.b. CONCRETE SLAB FOUNDATION 3. STRUCTURE #3: SHED 3.a. SINGLE STORY 3.b. CONCRETE SLAB FOUNDATION DEMOLITION LEGEND TREE TO BE REMOVED • TREE TO BE PROTECTED PROPERTY LINE $E3 E3 — TREE PROTECTION FENCE, SEE 1/TR.00 SILT FENCE EXISTING VEGETATION SIDE SEWER LINE ------- - SILT FENCE, SEE ER-900 DEMOLITION KEY NUMBER AREA TO BE CLEARED AND GRUBBED REMOVE STRUCTURE ® SAWCUT AND REMOVE CONCRETE PAVING AND BASE �\ r w Project Location r - LlLrt � cc DIMRig P;;; a � a1MIlls Fix������a�s 1. INSTALL INLET PROTECTION AT ALL STORM INLETS OR CATCH 10. ALL LOOSE OR UNATTACHED FURNISHINGS, EQUIPMENT, BASINS WITHIN AND ADJACENT TO THE SITE PER CITY OF DEBRIS, TRASH, OR OTHER ITEMS NOT REMOVED BY THE EDMONDS STANDARDS. OWNER, WHETHER NOTED IN PLANS OR NOT, ARE TO BE 2. PROTECT ALL EXISTING TREES ON —SITE UNLESS NOTED REMOVED FROM THE SITE AND DISPOSED OF OFF —SITE IN A OTHERWISE ON PLAN. LEGAL MANNER BY THE CONTRACTOR. 3. LOCATIONS OF EXISTING SITE ELEMENTS, INCLUDING TREE, 11. REMOVAL OF STRUCTURES INCLUDES REMOVAL OF SHRUB, AND UTILITY LINES, ARE APPROXIMATE. ALL COMPONENTS INCLUDING ROOF, WALLS, ABOVE AND 5. ANY DISCREPANCIES WITH THE DWGS AND/OR SPECS & SITE BELOW GROUND UTILITIES, BATHROOM AND KITCHEN CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF EQUIPMENT AND FURNISHINGS, OTHER ATTACHED EQUIPMENT OWNER'S REP PRIOR TO PROCEEDING WITH CONSTRUCTION. AND FURNISHINGS, CONCRETE FOUNDATIONS, AND CONCRETE 6. REMOVE ELECTRICAL, MECHANICAL, AND COMMUNICATIONS SLAB AND BASE COURSES. SYSTEMS IN THEIR ENTIRETY FROM EACH STRUCTURE 12. CONTRACTOR TO LOCATE ABANDONED UTILITY LINES ON —SITE INCLUDING THE SERVICE, SERVICE EQUIPMENT, FEEDERS, AND COORDINATE WITH OWNER FOR DOCUMENTATION. BRANCH CIRCUITS, FIXTURES, AND DEVICES. 13. CAPPING AND ABANDONING EXISTING UTILITIES MUST BE DONE 7. CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR PER CITY OF EDMONDS STANDARDS AND OTHER CITY OF TO BEGINNING CONSTRUCTION. EDMONDS REQUIREMENTS. 8. ANY DEBRIS REMAINING FROM SITE WORK WITHIN PROJECT 14. , LIMITS TO BE REMOVED & DISPOSED OF OFF —SITE IN LEGAL ' MANNER. STR _ . _ RES. 9. CONTRACTOR MUST SUBMIT AN ASSESSMENT AND SALVAGE 15. SIDE SEWER MUST BE CUT AND CAPPED AT THE PROPERTY PLAN THAT INCLUDES ALL UNATTACHED FURNISHINGS, LINE. EQUIPMENT, AND OTHER ITEMS WITHIN THE STRUCTURES 16. ITEMS NOTED TO BE REMOVED WITHIN TREE PROTECTION PRIOR TO PERFORMING ANY WORK ON —SITE PER AREAS ARE TO BE REMOVED USING HAND —METHODS ONLY. SPECIFICATION 02 41 00. 17. Install and maintain all TESC measures according to approved plans, City of Edmonds standard details, and all other measures that may be required until the site is permanently stabilized. ABBREVIATIONS CB CINDER BLOCK DWG(S) DRAWINGS) PSE PUGET SOUND ENERGY REP REPRESENTATIVE SF SQUARE FEET SPEC(S) SPECIFICATIONS) TYP TYPICAL 18. Any damage to road or frontage improvements shall be restored to City standards as determined by the City Engineering Inspector Haul Route lie I L �:LMRft- i inpr L L '16 rl/ L;_� `+■ LJW'z7 MaL.a, a a,� T. U ■ I a-OL1 r ilia io u�� � A KA n� GPI � U FA � ■ �- 13- I loll EMITS UEML— :.G�"1 ��7 ZacaJ9 ^ coor��o ,mamdz � M=311 a o pia flip City of Edmonds Parks, Recreation & Cultural Services 700 Main Street Edmonds, WA 98020 101 • Call 811 • ® two business days before you dig Shirley Johnson Property Demolition Plan 9309 Bowdoin Way Edmonds, WA 98020 RESUB Apr 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SUBMITTAL STRUCTURE NOTES, DEMOLITION NOTES, LEGEND, & ABBREVIATIONS Revisions # Description Date Designed By: RD Drawn By: RD Checked Bv: -- Project No.: 2021-20-02 Date: December 2021 DmOO DEMOLITION KEY O PROTECT TREE. O REMOVE TREE AND GRIND STUMP TO 18" BELOW EXISTING FINISH GRADE. O2 PROTECT TRANSFORMER. 10 REMOVE EXISTING HOUSE AND BASEMENT, O PROTECT SNOHOMISH COUNTY PUD UTILITY POLE, CONCRETE STRUCTURES, FOUNDATION & SLABS JUNCTION BOX, OVERHEAD UTILITIES, GUY 11 REMOVE GARAGE AND SHED STRUCTURE AND REMOVE WIRES/CABLES, AND SERVICE. CONCRETE SLABS. CONCRETE STRUCTURES, FOUNDATION. O REMOVE PSE ELECTRICAL SERVICE EQUIPMENT AND 12 PROTECT STOP SIGN AHEAD SIGN. OVERHEAD ELECTRICAL LINES. 13 PROTECT AND SALVAGE KILN. �;;R Q; RES SEEM SG 9EmE)i 1T-1&d ode T Es 2 i 5. 14 REMOVE SHED STRUCTURE. O REMOVE , METAL POST, AND FOOTING. 15 PROTECT ROCKERY WALL. O PROTECT MAIL BOX FOR ADDRESS 9319; PROTECT 16 REMOVE WATER SPIGOT. POST AND WOOD MAILBOX SHELF; REMOVE MAILBOX 17 O INLET PROTECTION PER ER-902. FOR ADDRESS 9309 AND SEATTLE TIMES BOX. PROTECT WOOD FENCE. 18 PROTECT "9319" SIGN. 19 20 21 22 23 24 GRIND AND REMOVE STUMP. REMOVE WOOD PLANTING EDGE. REMOVE CONCRETE STAIRS AND BASE. REMOVE WOOD STORAGE BOX. REMOVE WOOD BENCH. REMOVE WASH BASIN. REMOVE CLOTHES LINE, WOOD POST, AND BASE. REMOVE METAL ARBOR AND WOOD RAILS. JATTLES -AIN )N-SITE. YOST PARK 4) NORTH 0' 10' 20' 40' SCALE 29 CUT AND CAP PSE NATURAL GAS SERVICE LINE AT BACK OF WALK PER PSE STANDARDS. REMOVE GAS METER. 30 INSTALL AN ARV PER COE STD DETAIL WA-165. INSTALL A YARD HYDRANT W/ 3' BURY, LEAD FREE. WATER SERVICE LINE TO BE CUT ON PRIVATE PROPERTY AT WATER METER. STABILIZED CONSTRUCTION ENTRANCE PER ER-901. 28 CUT AND CAP SIDE SEWER LINE AT BACK OF WALK. USE A MECHANIAL PLUG, NO CONCRETE PLUGS ARE ALLOWED. EDMONDS cFVVF=R DEPARTMENT is ENGINEERING DIVISION REQUIRED TO INSPECT PLUG. Zone Corner Flag Setbacks: Required Actual Front Sides Rear Other Height City of Edmonds Parks, Recreation & Cultural Services 700 Main Street Edmonds, WA 98020 • Call 811 ® two business days before you dig Shirley Johnson Property Demolition Plan 9309 Bowdoin Way Edmonds, WA 98020 RESUB Apr 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SUBMITTAL DEMOLITION PLAN & DEMOLITION KEY Revisions # Description Date Designed By: RD Drawn By: RD Checked Bv: -- Project No.: 2021-20-02 Date: December 2021 DoOl 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 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 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. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT .�•mc•IR:a�a CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS APPROVED BY: R. ENGLISH (TYP) '2 ANGLE TERMINAL JP¢ END UPHILL 24" TO 48" TO PREVENT FLOW AROUND WATTLE (TYP) G � 9 0, -P �Q �`L TRENCH, WATTLE SEE NOTE 2 -� Q1 STAGGER G�? G, 2° MIN 5 M OVERLAPS �QP O z ' (TYP) -y 2"x2"x24" UN -TREATED iv -a� WOODEN STAKE (TYP) AREA AVAILABLE FOR SEDIMENT TRAPPING (TYP) SEE WATTLE TABLE (TYP) WATTLE (TYP) SEE DETAIL REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-900 2"x2"x24" UN -TREATED WOODEN STAKE (TYP) 3" MIN �4" MAX 8" DIAMETER MIN WATTLE DETAIL 8" DIAMETER SPACING WATTLE TABLE SLOPE MAXIMUM SPACING 1 H:1 V 10'-0" 2H:1V 20'-0" 3H:1V 30'-0" 4H:1V 40'-0" >4H:1V ONE RUN ONLY NOTES: 1. COMPOST WATTLES RE -COMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION. 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL 13E IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10). 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT UNDERCUTTING. 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. REVISION DATE -� JANUARY 2018 CITY' OF EDMONDS WATTLE INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DETAIL est. 189� APPROVED BY: R. ENGLISH ER-903 -LS 4 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 CONSTRUC110IN 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 6" 5' N GROUND/FLOOR NOTES: STREAM 1. APPROVED PRESSURE VACUUM BREAKER ASSEMBLY MUST BE INSTALLED VERTICALLY, 6" MIN ABOVE THE HIGHEST POINT OF USE AND ALL DOWN STREAM PIPING 2. 6" MIN ABOVE FLOOD LEVEL FOR GENERAL PLUMBING 3. DESIGNED FOR BACK SIPHONAGE ONLY, NOT FOR BACK PRESSURE 4. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACKFLOW PREVENTER 5. IF AVB IS INSTALLED INDOORS, CONSIDERATION MUST BE GIVEN TO WATER LEAKAGE IF THE BACKFLOW PREVENTER FAILS (EXCESSIVE WATER SPILLAGE) 6. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING 7. MUST BE PROTECTED FROM FREEZING CONDITIONS 8. THE BACKFLOW ASSEMBLY SHALL BE A STATE APPROVED MODEL 9. A PLUMBING PERMIT IS REQUIRED— OBTAIN PERMIT FROM CITY OF EDMONDS DEVELOPMENT SERVICES 10. NO DOWNSTREAM VALVES ARE ALLOWED 11. THIS DEVICE DOES NOT REQUIRE TESTING BY A BACKFLOW ASSEMBLY TESTER (ABOVE GROUND INSTALLATION ONLY) ATMOSPHERIC/ANTI—SIPHON CITY OF EDMONDS VACUUM BREAKER ASSEMBLY PUBLIC WORKS (AVB) 2" AND SMALLER DEPARTMENT APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-901 REVISION DATE JANUARY 2018 STANDARD DETAIL WA-1 65 0 O O O O OHO O O O � 0 d 0 s� O A a, •. q FII ?I SOCK WITH OVER FLOW HOLES • (TYP) •d••• d a • GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN N 01T�5: 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 JANUARY 2018 - SEDIMENT TRAP T� PUBLIC; WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL FS f. 189� APPROVED BY: R. ENGLISH ER-902 City of Edmonds Parks, Recreation & Cultural Services 700 Main Street Edmonds, WA 98020 • Call 811 • ® two business days before you dig Shirley Johnson Property Demolition Plan 9309 Bowdoin Way Edmonds, WA 98020 RESUB Apr 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SUBMITTAL TESC DETAILS Revisions # Description Date Designed By: RD Drawn By: RD Checked Bv: -- Project No.: 2021-20-02 Date: December 2021 DmIO2 SITE RESTORATION LEGEND 0* TREE TO BE PROTECTED PROPERTY LINE $ B B —TREE PROTECTION FENCE, SEE 1 /TR.00 EXISTING VEGETATION A� DETAIL IDENTIFICATION L1.01 SHEET IDENTIFICATION SITE RESTORATION NOTES YOST PARK NORTH 0' 10' 20' 40' SCALE PLANTING SCHEDULE TREE REPLACEMENT IS PENDING PLANNING REVIEW 1. ANY DISCREPANCIES WITH THE DWGS AND/OR SPECS & SITE SYM QTY SCIENTIFIC/COMMON NAME CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF OWNER'S REP PRIOR TO PROCEEDING WITH CONSTRUCTION. CONIFER TREE 2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. © XX Scientific/ 3. FIELD STAKE TREE LOCATIONS FOR OWNER'S REP REVIEW COMMON NAME AND APPROVAL PRIOR TO INSTALLATION. DECIDUOUS TREE XX 0 Scientific/ ABBREVIATIONS COMMON NAME B&B BALLED & BURLAPPED CAL CALIPER XX ED Scientific/ DIA DIAMETER COMMON NAME DWG(S) DRAWINGS) EX EXISTING HT HEIGHT MAX MAXIMUM OTHER MIN MINIMUM SEED LAWN SPEC(S) SPECIFICATIONS) TYP TYPICAL QUANTITY TO BE DETERMINED BY CONTRACTOR SIZE/REMARKS 6' HT; B&B/FABRIC BAG; STRAIGHT TRUNK, NOT SHEARED; SYMMETRICAL, FULL & WELL BRANCHED 2" CAL; B&B/FABRIC BAG; FULL & WELL BRANCHED; SYMMETRICAL BRANCHING HABIT 6' HT. B&B/FABRIC BAG; FULL & WELL BRANCHED; CLUMP FORM WITH 3 MAIN TRUNKS SEE SPECS City of Edmonds Parks, Recreation & Cultural Services 700 Main Street Edmonds, WA 98020 • Call 811 ® two business days before you dig Shirley Johnson Property Demolition Plan 9309 Bowdoin Way Edmonds, WA 98020 RESUB Apr 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SUBMITTAL SITE RESTORATION PLAN, LEGEND, NOTES, & PLANTING SCHEDULE Revisions # Description Date Designed Bv: RD Drawn By: RD Checked Bv: -- Project No.: 2021-20-02 Date: December 2021 SRm01 WATER RING SHALL BE 6" FROM EDGE OF WATER BAG TREE TRUNK MULCH TREE RING SHALL BE 6" -_ 1 /2"-1 " WIDE WEBBED FABRIC TAPE (ARBOR TIE OR OUTSIDE OF TREE STAKES APPROVED EQUAL); SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) 0 TREE STAKE ROOTBALL LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER; SECURE LOOP WITH PLAN OVERHAND SLIPKNOT, PULLED AGAINST A SECOND TREE TRUNK OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE (2) 2" DIA WOOD DOWELED TREE STAKES WITH CHAMFERED TOP & 6" CONICAL POINT BOTTOM, KEEP CLEAR OF ROOTBALL & WATER BAG w WEBBED FABRIC TAPE Q WATER BAG FOR DECIDUOUS TREE cn = w TOP OF ROOT CROWN TO BE 1 " HIGHER THAN FINISH GRADE I = 0 3" HT WATER RING `O ro 3" MULCH DEPTH, KEEP MULCH 2" CLEAR OF TREE TRUNK m FINISH GRADE PRIOR TO PLACING MULCH ~o o— BACKFILL WITH 2/3 PLANTING SOIL & 1 /3 EX SOIL, WHEN z_ HOLE IS HALF FILLED THOROUGHLY WATER SETTLE, THEN ADD REMAINING SOIL AND WATER SETTLE A SECOND TIME 1:1 SLOPE ON SIDES OF PLANTING HOLE UNDISTURBED EX SOIL OR SOIL COMPACTED TO 85% MAX DRY �_12"GREATER AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY DENSITY, VERIFY POSITIVETHAN DIA OF4 REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; DRAINAGE PRIOR TO PLANTING ROOTBALL COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 1 /3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT SECTION DECIDUOUS TREE 1 NOT TO SCALE INSTALL LAWN SEED LAWN SOIL FINISH GRADE � — SANDY LOAM SOIL FINISH GRADE r---1 I I I I I w I I oo '`: 00 UNDISTURBED I I � EXISTING SOIL COMPACTED TO 85% MAXIMUM //��//��CD DRY DENSITY, TYP; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION SECTION STEP 1 STEP 2 STEP 3 STEP 4 EXCAVATE EXISTING SOIL TO 6" DEPTH INSTALL SANDY LOAM SOIL TO 8" BELOW THE BOTTOM OF THE BASE BELOW FINISH GRADE. INSTALL IN EQ COURSE OF THE REMOVED STRUCTURE LIFTS WHEN DEPTH EXCEEDS 6". OR SLAB. PROVIDE PERCOLATION TEST, WATER SETTLE/COMPACT EACH LIFT PER SPECS, PRIOR TO PROCEEDING TO PRIOR TO INSTALLING THE NEXT LIFT. STEP 2. STEP 4 STEP 2 INSTALL MINIMUM 8" DEPTH OF LAWN SCARIFY SUBGRADE TO A MINIMUM 6" SOIL. WATER SETTLE/COMPACT PRIOR DEPTH. OWNER'S REP SHALL REVIEW & TO INSTALLING LAWN SEED. REVIEW APPROVE WORK PRIOR TO PROCEEDING FINISH GRADE WITH OWNER'S REP TO STEP 3. PRIOR TO SEEDING. 3 STEP 5 INSTALL LAWN SEED. STEP 5 NOTES 1. ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 2. FINISH GRADE TO MEET ADJACENT FINISH GRADE IN A SMOOTH, FLUSH CONDITION. SOIL PREPARATION IN SEED LAWN AREAS NOT TO SCALE MULCH TREE RING SHALL BE 6" OUTSIDE OF TREE STAKES TREE TRUNK w Q� cn = CD ow = LO I J J = m� 00- o' z_ UNDISTURBED EX SOIL OR SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO PLANTING 2 SECTION 12" GREATER THAN DIA OF ROOTBALL CONIFEROUS TREE NOT TO SCALE FINISH GRADE I I I UNDISTURBED I I EXISTING SOIL I I COMPACTED TO I I 85% MAXIMUM I DRY DENSITY, TYP; VERIFY I POSITIVE DRAINAGE PRIOR TO CONSTRUCTION SECTION STEP 1 w STEP 1 EXCAVATE EXISTING SOIL TO 6" DEPTH BELOW THE BOTTOM OF THE BASE COURSE OF THE REMOVED STRUCTURE OR SLAB. PROVIDE PERCOLATION TEST, PER SPECS, PRIOR TO PROCEEDING TO STEP 2. STEP 2 INSTALL FILL SOIL; TOP OF FILL SOIL TO BE 12" BELOW FINISH GRADE. EA I SANDY LOAM SOIL -7 --IV F N I Cn w ry Q WATER RING SHALL BE 6" FROM EDGE OF WATER BAG TREE TRUNK 1 /2"-1 " WIDE WEBBED FABRIC TAPE (ARBOR TIE OR APPROVED EQUAL); SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) TREE STAKE ROOTBALL "LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER; SECURE LOOP WITH PLAN OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE (2) 2" DIA WOOD DOWELED TREE STAKES WITH CHAMFERED TOP AND 6" CONICAL POINT BOTTOM, KEEP CLEAR OF ROOTBALL & WATER BAG WEBBED FABRIC TAPE WATER BAG FOR CONIFER TREES TOP OF ROOT CROWN TO BE 1 " HIGHER THAN FINISH GRADE — 3" HT WATER RING - 3" MULCH DEPTH, KEEP MULCH 2" CLEAR OF TREE TRUNK FINISH GRADE PRIOR TO PLACING MULCH BACKFILL WITH 2/3 PLANTING SOIL & 1 /3 EX SOIL, WHEN HOLE IS HALF FILLED THOROUGHLY WATER SETTLE, THEN ADD REMAINING SOIL AND WATER SETTLE A SECOND TIME 1:1 SLOPE ON SIDES OF PLANTING HOLE AFTER PLACING TREE IN PLANTING PIT, CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 1 /3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT NSTALL LAWN SEED LAWN SOIL FINISH GRADE —\ ro Q STEP 3 INSTALL A 6" LIFT OF SANDY LOAM SOIL. WATER SETTLE/COMPACT. INSTALL MINIMUM 8" DEPTH OF LAWN SOIL. WATER SETTLE/COMPACT PRIOR TO INSTALLING LAWN SEED. REVIEW FINISH GRADE WITH OWNER'S REP PRIOR TO SEEDING. STEP 5 INSTALL LAWN SEED. NOTES 1. ALL DIMENSIONS INDICATE COMPACTED DEPTHS. 2. FINISH GRADE TO MEET ADJACENT FINISH GRADE IN A SMOOTH, FLUSH CONDITION. SOIL PREPARATION OVER FILL IN SEED LAWN AREAS NOT TO SCALE : All disturbed areas to be compost amended per 2022 SWMMWW BMP T.5.13 City of Edmonds Parks, Recreation & Cultural Services 700 Main Street Edmonds, WA 98020 • Call 811 ® two business days before you dig Shirley Johnson Property Demolition Plan 9309 Bowdoin Way Edmonds, WA 98020 RESUB Apr 14 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PERMIT SUBMITTAL SITE RESTORATION DETAILS Revisions # Description Date Designed By: RD Drawn By: RD Checked Bv: -- Project No.: 2021-20-02 Date: December 2021 SRm02