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APPROVED PLN ENG RESUB2 BLD2024-0580+Site_Plan+7.15.2024_7.44.19_PM+4379278x MATTHEW AND JENNIFER POWELL NE1/4 SW1/4 SEC. 31, TWP. 27 X 1 RGE. 4 El W.M. SNOHOMISH COUNTY, WASHINGTON 30 Soo"* 31 N114 COR SEC 31. b FOUND 4'X4" CONC MON WITH o NAIL AND BRASS WASHER 1.2' BELOW GRADE IN CASE WITH o N WATER VALVE LID AT CL INTX OF z 228TH ST SW AND 84TH AVE W. 0 0 452 m = m I . o 23622 84TH AVE W BUILDING EDMONDS, WA 98026 COVERED GAZEBO - - - o ° ° 0 WITH CONCRETE i \ 00� - - - p ODD �O NtRETE . PATIO �O 00 0� �OPATIO- / ° Lu / \GARAGE / a . ° � CHARLES FOY ASHLEY MARIE AND TIM B&HOFF I MPH w I EX. WATER METER 8506 -236-22 84TH AVE W EDMONDS, WA TH 98026 / o / / / \\ \ \ \ �� / \� / \ a ���00 / / EDMON \WA 98026 \\ o / / / \ / \ _\ / ��o / \ (TO BE RELOCATED m 0 \ FENCE 0,4,'f� / \ BEHIND SIDEWALK AND CYCLONE FEN E l ��� \ \ HOGWIRE ` \� / \ I \ / ��6 \ \ d� N o REUSED FOR LOT 1) SHED \ P � l / 8'S 08 W 3 $ 4\50 � DIL�4PIDATED HOGWIPE FENCE Vv �p bT� FENC�S ��� �.�T 1�iKn" I \ INTERSECTION 0.1'S �� �DILAPI(�gTED g�c �0,1 ( r� CB-5004 TYPE 1 W SLL \ \4� Prbu� \� / ��1 �b5 / I R i \ �, . 3 . RIM EL=452.47 / X 1.8E OF CORNER I�S,H�ED�. ) � /� Q. � �\��P, �{ / / � � \ xh�°' \ \ / 777 T T/\'\�Lj F' 7/7 �� \ / o o� 12"CPEP(S)IE=448.23 1 p0 I 1 SHOP (1BR) AWOOD FRA FF EL=450.02 A V GARAGE I I\ / " �Js / °�/ 5NN FF E =4449,7 2' \ / I G I/ / \ T TT / o N / EX. SIDE SEWER .-�� / � _ STORY WOOD�RAIbI I I I I / ° (TO BE SEWER TO BE - - ..r GATE - Ogg 0@0@gso w X pia � N cc z \ X / w \ 10 MCKIBBE FAMILY TRUSTZi \ I 819 N� 81ST ST / SEATTLE, WA 98115 = \ FOUND 2" LL OUTSIDE DIA IRON PIPE 1.3' ABOVE GRADE 1.7S X 0.1 'W r OF CORNER \ 30'ACCESS AND UTILITY EASEMENT CARLOS LOPEZ 8427 238TH ST SW EDMONDS, WA 98026 NW COR BOARD '-,,FENCE AT S END POGWIRE FENCE 1.3' X 0.7'E OF OPERTY CORNER SCALE: 1 " = 20' 20 10 0 20 40 GATE FENCE AP 0.3'S�v�HEDGE� w � s \ "3 \ v / I �tr RIM EL=450.68 1.5'DIA POKER VAl1�T \\ 12"CPEP(N)IE=447.26 I (TO BE REAL TED .•;:� 12"CPEPE :.' � . •; •:: �..: � ()IE=447.22 HOUSE BEHIND THE SID / 12"CPEP S IE=447.14 (RAVFLW ID _�D TWA ... . . EX. EX. POWER POLE ,: . (TO BE RELOCATED �` . . . . . . . . . . . . ° ��° 0 BEHIND SIDEWALK) w ppG� boo 0 0�;] .I ...... . 0 co 0 3 z � STAYSHA MARIE AND JORGE LUIS DELGADO a ASPH 23720 84TH AVE W EDMONDS, WA 98026 DRIVEWAY SDMH-5272 TYPE 2 �....: r W/SLL I RIM EL=450.35 I , } co s. (PART OF PLAT TO E ) \ CB-5271 TYPE 1 o W/GRATE RIM EL=449.22 12'PVC(N/S)IE=446.54 CONCRETE 8'PVC E IE=446.50 ;:GRAVeL! ( ) DRIVEWAY DEZPEWAY SD SD :... z.: • � OAP . e o I VERIZO . VAULT oN OH 0 VERIZON . . . . . . . . . . .I .As VAULT \ SDMH #5358, TYPE II RIM EL=451.41 SDMH #5361, TYPE II \ c, . .I TOP RESTRICTOR PIPE (S)=448.99 RIM EL=446.42 \ 36"CMP(N)IE=444.56 4'PVC(NW)IE=443.71 I COULD NOT SEE IE SOUTH 4'PVC(NE)IE=443.64 \ CB 15362, TYPE I 4'PVC(NE)IE=443.29 \ STOP SIGN a I CB #5356, TYPE I RIM EL=446.01 12'PVC(E)IE=443.27 \ . . . I RIM EL=448.36 12'PVC(S)IE=442.75 12"CONC(W)IE=443.20 CB J5360, TYPE HP. .3. a 8'PVC(NE)IE=445.83 12'CONC(E)IE=442.65 RIh� EL=447.95 DH - 12'CONC(S)IE=445.76 12'PVC(W)IE=442.63 12'PVC(E E-444.83 BA WCR 12'PVC(E)IE=445.72 12'PVC W-444.50 S C s S Ass 10'PVC(W)IE=445.63 SD SD D iD SD SD ^ - SDI SD SD aaf . . . V . . .3. . . . . . . . . SDMH #5355, TYPE II . . . . . . . . . . . /. �, . . . . . . . . . RIM EL=448.53 . 12'PVC(E)IE=445.81 / SSMH 50 12'PVC(W)IE=445.76 . . . . . /. RIM EL=448:23 . . v . . . . . �-8'PVC(N)IE=440.52 p (� . 8'PVC(E)IE=440. I. C #5357, TYPE I 238TH ST �7 W=440.18 � M EL=448.23 _ PIPES COVERED 12'PVC(N)IE=445.73 44V44-COAIC 12 PVC(E/W)IE=445.66 A BM / FOUND 2-112" IRON PIPE FILLED WITH CONC WITH INVERTED NAIL DOWN 0.4' IN A CASE 1.50' NORTH OF THE INTERSECTION OF 84TH AVE W AND 238TH ST SW T L'!''LXTn RETAIN RETA1 N TREES TO BE PRESERVED TREES TO BE REMOVED o TREES TO BE RETAINED (PROVIDE BARRIER AS SPECIFIED.) NEW REPLACEMENT TREE TESL NOTES (ECDC 18.30.050) A. ESC MINIMUM REQUIREMENTS. ALL ACTIVITIES NECESSITATING A CLEARING OR GRADING PERMIT AND ALL UTILITY PROJECTS CONSISTING OF MORE THAN 500 LINEAL FEET OF TRENCH EXCAVATION SHALL BE REQUIRED TO CONTROL EROSION AND SEDIMENT DURING CONSTRUCTION AND TO PERMANENTLY STABILIZE EXPOSED SOIL RESULTING FROM CONSTRUCTION. PROJECTS INVOLVING A CRITICAL AREA MAY ALSO BE REQUIRED TO COMPLY WITH ANY COMBINATION OF THE ESC MINIMUM REQUIREMENTS. COMPLIANCE WILL BE DEMONSTRATED THROUGH THE IMPLEMENTATION OF AN APPROVED ESC PLAN. GUIDELINES FOR PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL. THE PLAN MUST ADDRESS THE FOLLOWING REQUIREMENTS: 1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE. CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. ESC MINIMUM REQUIREMENT - STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). 3. ESC MINIMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. ESC MINIMUM REQUIREMENT - MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL. 5. ESC MINIMUM REQUIREMENT - OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. 6. EROSION AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING: A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS, B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES,- C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING, E DAILY CLEANUP AND STREET MAINTENANCE. 7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF GREATER THAN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW. 8. ESC MINIMUM REQUIREMENT - DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES. 9. ESC MINIMUM REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE. 10. ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPES. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC REQUIREMENT NO. 2. 11. ESC MINIMUM REQUIREMENT - CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. 12. ESC MINIMUM REQUIREMENT - STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. 13. ESC MINIMUM REQUIREMENT - STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. 15. EROSION AND SEDIMENT CONTROL REQUIREMENT - DEWATERING CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. 16. EROSION AND SEDIMENT CONTROL REQUIREMENT - CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. 17. EROSION AND SEDIMENT CONTROL REQUIREMENT - FINANCIAL LIABILITY. PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3013 § 1, 1995]. Ail Know what's below. Call before you dig. UTILITY CONFLICT NOTE. CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 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 -\ WIRE MESH FENCE o TO SUPPORT FILTER I FABRIC N `BURY BOTTOM OF FILTER `14 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. "St. JBy3- CITY OF EDMONDS PUBLIC WORKS DEPARTMENT UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 2" ORGANIC MULCH 3" OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) 2" ORGANIC MULCH 6" IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6" BELOW IMPORTED TOPSOIL MIX CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS APPROVED BY: R. ENGLISH 1 SILT FENCEDETAIL C2 j NOT TO SCALE CITY OF EDMONDS STD DTL. ER-900 UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) REVISION DATE JANUARY 2018 STANDARD DETAIL ER-900 UNDISTURBED TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL STEEP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES EXCEEDING 33%. AREAS EXCEEDING 33% SHALL BE STABILIZED PER THE ENGINEER/GEOTECH OF RECORD. 3RASS: SEED OR SOD 1.75" OF COMPOST INCORPORATED INTO 6.25" OF SITE SOIL (TOTAL 4MENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW -OMPOST AMENDED LAYER ',12" BELOW SOIL SURFACE) OPTION 2 - 1 12" 1 AMEND IN PLACE OR STOCKPILE 11 AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE - j'� P P SHALL BE D AND FA �NG � ' / // %� GRASS: SEED VEGETATION DE SOIL SHALLBE %�/%�j 0" OR SOD PROTECTED FROM CONSTRUCTION 1011=1110 1=III=III=III 11=1 11=1 11=1 11=1 11=1 11=1 1=III=III=111�a i i El I IE 111=1 11=1 11=1 11=1 1I- IMPACTS. I 1=1 11=1 11=1 I I-1 I -I 11-1 III-III-III-III-III=III-I I=111=1 11=111EIII-111-I III=III-III-III-III-III-III 2. TO MEASURE SETTLED DEPTH, 11=III=III=III-III-III-III 1=III=III=III-III-III-III 6" IMPORTED WATER SOIL SUFFICIENTLY TO III -III -III -III -III -III- 11=III=III=III-III-III-III II -III -III -III -III -III -I 1=III=III=III-III-III-III TOPSOIL MIX FULLY SATURATE WITHOUT III-III-III-III-III-III=1 III=III=III=III-III-III-III (COMPACTED CAUSING EROSION. 11=III=III=III=III=III=III 1=111=III=III III=III=111 6" 111_i1l=l1l DEPTH) III-1.11-III-111=I=III-1 =III -III =III=III 3. COMPOST SHALL MEET SPEC. REQUIREMENTS IN THE 2017 EDMONDS STORMWATER I' " I; !I III SUBSOIL IS ADDENDUM (CHECKLIST 7). _ SCARIFIED 6" ��- -,, BELOW 4. COMPACTION OF TOPSOIL (WHERE = - = IMPORTED REQUIRED) TO BE TO 85% (MAX) 12" TOPSOIL MIX OF THE MAXIMUM DRY DENSITY PER MODIFIED PROCTOR TEST OPTION 3 - IMPORT TOPSOIL (ASTM D1557). REVISION DATE CITY OF EDMONDS POST CONSTRUCTION SOIL APRIL 2021 QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D - 6 42 POST CONSTR UCTION SOIL QUALITY AND DEPTH N.T.S. STD. DT. SD-642 NE1/4 SW1/4 SEC. 31, TWP. 27 N., RGE. 4 E., W.M. SNOHOMISH COUNTY, WASHINGTON _LS A TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE 0 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 *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 LJB9�APPROVED BY: R. ENGLISH ER-901 STABILIZED CONSTRUCTIONENTRANCE NOT TO SCALE CITY OF EDMONDS STD DTL. ER-901 DROP INLET REAR YARD PROTECTION - DRAINAGE SWALE SF SF SUBSOIL 1 \ TOP SOIL STOCKPILE ® I © STOCKPILE PS AREA TO BE TOPSOILED, SEEDED, AND MULCHED BY HOUSE OWNER AT COMPLETION OF GARAGE CONSTRUCTION. SIDE YARD i P DRAINAGE SWALE CONSTRUCTION ® ® ENTRANCE/EXIT 2 S SIDEWALK ° CURB INLET STREET L EXISTING CURB PROTECTION NOTES: AND GUTTER 1.) EROSION/SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED THROUGHOUT CONSTRUCTION. 2.) MAINTAIN POSITIVE DRAINAGE AWAY FROM THE STRUCTURE(S). SAMPLEEROSION/SEDIMENT CONTROL PRACTICEPLAY 'OR A TYPICAL ONE- OR TWO-FAMILYDWELLING UNDER CONSTRUCTION NOT TO SCALE CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (n'P) CATCH 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 SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH 3 ,TEMP ORARYSEDIMENT TRAP C2. j NOT TO SCALE CITY OF EDMONDS STD DTL. ER-902 H12 FILLS H15 CUTS (2' MIN) EX. GROUND LINE 21 TYPICAL CONSTRUCTIONSETBACA DETAIL NOT TO SCALE REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-902 x MATTHEW AND JENNIFER POWELL 23622 84TH AVE W B(� ��° EDMONDS, WA 98026 0 ] 00�00 _ 0 000 l0000 GARAGE CHARLES FOY 8506 235TH ST SW EDMONDS, WA 98026 roF — 0 0 MCKIBBE� FAMILY TRUST 819 NFL 81ST ST SEATTLE, VA 98115 COVERED GAZEBO WITH CONCRETE PATIO L . I• HOUSE BEHIND THE SID 30' ACCESS AND (TO BE RELOCATED UTILITY EASEMENT Op�� � o 00 9� BE}IIND SIDEWALK) CARLOS LOPEZ o 8427 238TH ST SW STAYSHA MARIE AND JORGE LUIS DELGADO EDMONDS, WA 98026 23720 84TH AVE W EDMONDS, WA 98026 . `.. DRY STONE WALL - OR RETAINING WALL Ail Know what's below. Call before you dig. UTILITY CONFLICT NOTE: CAUTION.• THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. "TREE PROTECTION AREA SIGN TO BE POSTED ON ALL SIDES OF PROTECTED TREE I I 1 TREEPROTECTIONDETAIL C7 NOT TO SCALE 4' HIGH CHAIN LINK OR POLYETHYLENE LAMIR TEMPORARY FENCING CUT AREA ORIGINAL GRADE NE1/4 SW1/4 SEC. 31, TWP. 27 X 1 RGE. 4 E., W.M. SNOHOMISH COUNTY, WASHINGTON I (TO BE RELOCATED BEHIND SIDEWALK AND REUSED FOR LOT 1) CB-5004 TYPE 1 W/SLL RIM EL=452.47 12'CPEP(S)IE=448.23 (TO BE SEWER TO BE REUSED FOR LOT 1) ASPH )RIVE& CB-5002 TYPE 1 W/GRATE RIM EL=450.68 12 °CPEP(N)IE=447.26 12'CPEP(E)IE=447.22 12'CPEP(S)IE=447.14 EX FH ASPH ZIVEWAY SDMH-5272 TYPE 2 W/SLL RIM EL=450.35 (PART OF PLAT TO E ) - CB-5271 TYPE 1 W/GRATE RIM EL=449.22 12' PVC (N/S) I E= 44 6.54 8'PVC(E)IE=446.50 SD SD — TREE PROTECTION NOTES: 1. THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TEE TO BE RETAINED. 2. IF THE GRADE LEVEL ADJOINING A RETAINING TREE IS TO BE RAISED OR LOWERED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. 3. THE APPLICANT MAY NOT INSTALL GROUND LEVEL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. 4. THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (A) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (B) AN AREA AROUND THE TREE EQUAL TO ONE FOOT IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER. 5. THE APPLICANT MAY PRUNE BRANCHES AND ROOTS, FERTILIZE AND WATER AS HORTICULTURALLY APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. SCALE: I" = 20' 20 10 0 20 40 TREES TO BE REMOVED zlio TREES TO BE PRESERVED 0 DRIPLINE � l e TREE NUMBER #XX #XX 0 VIABLE TREE rl -. NON VIABLE TREE REPLACEMENT TREE EXISTING SIGNIFICANT NON -VIABLE TREE # SIGNIFICANT TREES QTY 20 SIGNIFICANT TREES NOTE: NON -VIABLE ARE DEAD OR 'POOR" CONDITION TREES, SUBJECT TO REVIEW 5143, 87, 69, NO TAG, 432, 403, 242 NON -VIABLE TREES 7 TOTAL # NOT VIABLE SITE -WIDE (INCLUDING ROW) 13 PROPOSED TREE CRITICAL AREAS TREES NA RETENTION DEVELOPABLE AREAS DEVELOPABLE AREA RETAINED TREE # -, - TOTAL # VIABLE TREE 13 NOTE: VIABLE ARE AT LEAST 'FAIR" CONDITION TREES, (NOT INCLUDING ROW) SUBJECT TO REVIEW 5266, 5263, 93, 81, 5257, 5197, 5190, 68, 5134, 5265 DEVELOPABLE AREA RETAINED VIABLE TREES 10 PROPOSED REMOVED # REMOVED REPLACEMENT RATIO TOTAL # REMOVED # REMOVED TREE TREE DBH NEW TREES TREE DBH REMOVALS & REPLANTING REQUIREMENTS 6"-10" 0 X 1 = 0 = 6"-10" 0 10.1 "-14" 0 X 2= 0 10.1 "-14" 0 14. 1"-24" 0 X 3= 0 14.1 "-24" 0 >24" (5107, 3 5191, *TOTAL APPRAISED VALUE$(1) >24" 3 5255) REMOVED # REMOVED REPLACEMENT RATIO TOTAL # REMOVED # REMOVED TREE DBH NEW TREES TREE DBH TREE RETENTION MINIMUM 30% PROPOSED (D) DOES APPLICANT MEET/EXCEED 30% TREE RETENTION THRESHOLD THRESHOLDS RETENTION IN #TREES = 10 YES: REPLANT TO REPLACE REMOVALS ONLY (E) DEVELOPABLE AREA (C X .3) 13 X .3 = 3.9 TREES NO: REPLANT TO MEET THRESHOLD(2) AND REPLANT REMOVALS (E) UNLESS PLANTING IS NOT FEASIBLE(3) MINIMUM 50% PROPOSED DOES APPLICANT MEET/EXCEED 50% TREE RETENTION THRESHOLD RETENTION REQUIRED (B+D) YES: WALVE ALL FEES IN LIEU, REPLANT REMOVALS (E) SITE -WIDE (13 X .5)=6.5 TREES #TREES = 10 NO: REPLANT AND/OR PAY FEES IN LIEU (E,i,z,3) FEES IN LIEU iTOTAL APPRAISED VALUE OF ALL REMOVED EXISTING VIABLE TREES OVER 24" DBH* = 21,478 21S IT INFEASIBLE TO REPLANT TO MEET MINIMUM TREE RETENTION THRESHOLD? YES: FEE IN LIEU = $? 31S IT INFEASIBLE TO REPLACE REMOVED SIGNIFICANT VIABLE TREES? YES: FEE IN LIEU = $? *OPTION 1: REDUCE FEES IN LIEU USING THE 'CAP" IN ECDC 23.10.080.E4 (SQ. FT. LOT AREA X $2 = ?) *OPTION 2: WALVE ALL FEES IN LIEU USING THE 507. RETENTION THRESHOLD VIA ECDC 20.75.048 Tag # DBH in Candidate (or, map Tree inches Health Structural Drip for locate) species Condition Condition line** Comments Retention? Recommendation Landmar Color k Tree Poor candidate Key >>> per DBH for retention Can be retained Douglas -fir / only in a group Retain in one contiguous 5106 Pseudotsuga with 5107 and tree protection area along (ROW) menziesii 28.5" Fair Fair 20' all 5108 Yes the north property line. Can be retained Douglas -fir / only in a group Retain in one contiguous Pseudotsuga with 5106 and tree protection area along 5107 menziesii 30" Fair Fair 20' all 5108 Yes the north property line. Can be retained Douglas -fir / only in a group Retain in one contiguous 5108 Pseudotsuga with 5106 and tree protection area along (ROW) menziesii 23" Fair Fair 20' all 5107 Yes the north property line. Douglas -fir / No/ structural Pseudotsuga instability in upper 5143 menziesii 43" Fair Poor 30' all crown Retention is only feasible Douglas -fir / Ivy growing up No/ structural with new build nearby if Pseudotsuga 16' to majority of its instability in upper two homes are located 50' 5255 menziesii 46" Fair Fair South trunk crown away from the trunk. Douglas -fir / Ivy growing up Retain in one contiguous Pseudotsuga 16' to majority of its tree protection area along 5266 menziesii 20" Fair Fair South trunk Yes north property line. Douglas -fir / Ivy growing up Retain in one contiguous Pseudotsuga majority of its tree protection area along 5265 menziesii 18" Fair Fair 35' all trunk Yes north property line. Douglas -fir / Ivy growing up Retain in one contiguous Pseudotsuga 16' to majority of its tree protection area along 5263 menziesii 16" Fair Fair South trunk Yes north property line. Douglas -fir / Ivy growing up Retain in one contiguous Pseudotsuga 16' to majority of its tree protection area along 93 menziesii 16" Fair Fair South trunk Yes north property line. Douglas -fir / Pseudotsuga 87 menziesii 12" Dead Poor NA Dead tree. No Douglas -fir / Ivy growing up Retain in one contiguous Pseudotsuga 16' to majority of its tree protection area along 81 menziesii 22" Fair Fair South trunk Yes north property line. Douglas -fir / Ivy growing up Retain in one contiguous Pseudotsuga 16' to majority of its tree protection area along 5257 menziesii 12" Fair Fair South trunk Yes north property line. Douglas -fir / Ivy growing up Retain in one contiguous Pseudotsuga 16' to majority of its tree protection area along 5197 menziesii 17" Fair Fair South trunk Yes north property line. Mountain ash/ 6' South Sorbus and Multiple trunk 69 aucuparia 9" Fair Poor west defects. No Previously No tag, topped, low vigor, south of Douglas -fir / 30' all structural No/ structural "Shop" on Pseudotsuga directio instability at instability in upper Map menziesii 34" Fair Poor ns topping wound. crown Remove Previous cut low Pacific 15' all to the ground and madrone/Arbut directio has regrown with :Remove unless 5191 is 432 us menziesii 8", 7" Good Poor ns interior trunk rot. No MM Douglas -fir / 20' all Ivy grows up its Retain in one contiguous Pseudotsuga directio trunk, very thin tree protection area along 5191 menziesii 30" Fair Fair ns canopy. Yes north property line. 16' south, east and to Douglas -fir / west Ivy grows up its Retain in one contiguous Pseudotsuga property trunk, very thin tree protection area along 5190 menziesii 18" Fair Fair line canopy. Yes north property line. 16' south, east and to Douglas -fir / west Ivy grows up its Retain in one contiguous Pseudotsuga property trunk, very thin tree protection area along 68 menziesii 20" Fair Fair line canopy. Yes north property line. 16' south, east Horse chestnut and to Retain in one contiguous / Aesculus west Trunks lean but tree protection area along 5134 hippocastanum 11", 11" Good Good property tree is stable. Yes north property line. line Apple / Malus Not worth 403 sp. 7.5" Dying Poor NA retention. No Plum / Prunus Diseased, parts 242 sp. 6", 6", 6" Dying Poor NA dying. No *Rounded Diameter at Breast Height to **Synonymous nearest half with TPA radius inch. from trunk. 23706 84th Ave W near Edmonds 230TH ST SW Co W � W Z 0 0 3 m 231ST ST SW D QV � < M I m ge D rn HOLLY LN Co U A = Q. 4 MAPLE LN < m 234TH ST SW MADRONALN i 236TH ST SW Aurora Marketplace T .Maxx 0 Family Pan House - Ec 238TH ST SW 99 � iTH ST SW 10 240TH ST SW O 3 ZO � Burlington 79jN� 9 42ND ST SW 104 242ND ST SW Scott's Bar & Grill Q Panera E 0 200 400 600 60 of Petco Big 5 Sporting N 2o4TH ST Goods 0 Page 1 of 1 Printed from my Mac A LN 23706 84th Ave W Y23.T. 23706 84th Ave W ST SW ST SN urora Place xi 238TH ST SW 238TH Sl