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APPROVED ENG STM RESUB 2-Civil_Plan+3.22.2022A PORTION SE 1 /4 OF THE SE 1 /4, SECTION 2, TOWNSHIP 27 NORTH, RANGE 6 EAST, W.M. KECK RESIDENCE 15722 72ND AVE W EDMONDS, WA 98026 OWNER KEVIN KECK & HEATHER HATHAWAY 583 BATTERY ST, APT 508N SEATTLE, WA 98121 775.772.2620 GENERAL NOTES CONSULTANTS ARCHITECT CIVIL ENGINEER STUDIO ZERBEY ARCHITECTURE & DESIGN CG ENGINEERING 6522 9TH AVE NW 250 4TH AVE S, SUITE 200 SEATTLE, WA 98117 EDMONDS, WA 98020 206.930.5147 425.778.8500 FAX 778.5536 CONTACT: KYLE ZERBEY CONTACT: JARED UNDERBRINK, PE SOIL/GEOTECH ENGINEER SURVEYOR GEOTECHNICAL CONSULTANTS INC. LDC, INC. 2401 10TH AVE E 20210 142ND AVE NE SEATTLE, WA 98102 WOODINVILLE, WA 98072 425.747.5618 425.458.4488 CONTACT: ROB WARD CONTACT: EDWIN GREEN GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - 2020 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (I.E. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. Al 22. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. UTI LITI ES WATER/SEWER/STORM CITY OF EDMONDS 121 5TH AVE N EDMONDS, WA 98020 2071 ; SNOHOMISH COUNTY PUD PO BOX 1107 EVERETT, WA 98206 425.783.1000 NATURAL GAS PUGET SOUND ENERGY PO BOX 91269 BELLEVUE, WA TELEPHONE COMCAST 15815 25TH AVE W LYNNWOOD, WA 98087 FIRE FIRE DISTRICT ONE 12425 MERIDIAN AVE EVERETT, WA 98208 425.551.1200 CAUTION! :,.., CALL BEFORE YOU BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION F-1-800-424-5555 LEGDESCRIPTION LOT 3 OF CITY OF EDMONDS SHORT PLAT NO. PLN 2014-0015, ACCORDING TO THE PLAT THEREOF RECORDED UNDER RECORDING NO. 201612095001, BEING A PORTION OF LOTS 25 AND 26 OF MEADOWDALE BEACH, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS AT PAGE 38, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. HAUL ROUTE BENCHMARK SEWER MANHOLE LID ON SUBDIVISION DRIVEWAY. ELEVATION = 260.08 FEET DATUM NAVD 88 NAD 83/91 23. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING ROUTE FROM SOUTH OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. TO SITE: FROM 1-5, NORTH ON 44TH AVE W, LEFT ON 168TH ST SW, CONTINUE RIGHT ON 168TH ST SW, RIGHT ON 66TH AVE W, LEFT ON MEADOWDALE RD, RIGHT ON 68TH AVE W, LEFT ON 160TH 24. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AT SW, RIGHT ON 70TH AVE W, LEFT ON 156TH ST SW, LEFT ON 72ND AVE W. AND ROCK MATERIALS ARE REQUIRED. FROM SITE: HEAD NORTH ON 72ND AVE W, RIGHT ON 156TH ST SW, RIGHT ON 70TH AVE W, LEFT 25. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ON 160TH ST SW, RIGHT ON 68TH AVE W, LEFT ON MEADOWDALE RD, RIGHT ON 66TH AVE W, LEFT ELEVATIONS SHOWN. ON 168TH ST SW, CONTINUE LEFT ON 168TH ST SW, RIGHT ON 44TH AVE W, CONTINUE ONTO 1-5. 26. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A ROUTE FROM NORTH: MINIMUM DISTANCE OF 10 FEET. TO SITE: FROM 1-5, WEST ON 164TH AVE W, LEFT ON 44TH AVE W, RIGHT ON 168TH ST SW, RIGHT ON 66TH AVE W, RIGHT ON 66TH AVE W, LEFT ON MEADOWDLE RD, RIGHT ON 68TH AVE W, LEFT 27. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND ON 160TH ST SW, RIGHT ON 70TH AVE W, LEFT ON 156TH ST SW, LEFT ON 72ND AVE W. BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST FROM SITE: HEAD NORTH ON 72ND AVE W, RIGHT ON 156TH ST SW, RIGHT ON 70TH AVE W, LEFT LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ON 160TH ST SW, RIGHT ON 68TH AVE W, LEFT ON MEADOWDALE RD, RIGHT ON 66TH AVE W, LEFT REMOVAL OF SHORING AND BRACING, AS REQUIRED. ON 168TH ST SW, LEFT ON 44TH AVE W, CONTINUE ONTO 164TH ST SW, CONTINUE ONTO 1-5. 28. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR NOTE:HAUL ROUTES NOT PERMITTED FOR A TRUCK AND TRAILER. ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. Al 29. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 30. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 31. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 32. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 33. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 34. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 35. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 36. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 37. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 38. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR FINAL SITE RESTORATION. Al 39. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. 40. RESIDENTIAL DRIVEWAY SLOPES SHALL NOT EXCEED 14%. CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 25 771 02-2 , BY EMAIL AT EXT. 1-326. WO DAY (48 HR) NOTICE IS REQUIRED. ENGINEERINGPERMITS@EDMONDSWA.GOV 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY 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. FROM OCTOBER 1ST TO APRIL 30TH ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN TWO DAYS SHALL BE COVERED. FROM MAY 1ST TO SEPTEMBER 30 ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN 7 DAYS SHALL BE COVERED. 6. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY Il\ICPF(TnP SHEET INDEX C1.1 COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL & DEMO PLAN C2.2 TEMPORARY EROSION CONTROL DETAILS C3.1 GRADING & DRAINAGE PLAN C3.2 GRADING & DRAINAGE DETAILS C4.1 WATER & SEWER PLAN C4.2 WATER & SEWER DETAILS PROJECT SITE _ I _J VICINITY MAP N TS LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE - - - - ABN ABANDONED MIN MINIMUM ADJACENT PROPERTY LINE - - - - - - BLDG BUILDING BOTTOM OF WALL MJ MECHANICALJOINT CENTERLINE BOW MON MONUMENT CLEARING LIMITS - CB CENTERLINE NTS NOT TO SCALE SILT FENCE X X X X CATCH BASIN OC ON CENTER CONTOUR LINE - - - - -100 - - - - - 00 CMP CORRUGATED METAL PIPE PC POINT OF CURVATURE FENCE CO CLEANOUT PI POINT OF INTERSECTION SANITARY SEWER LINE MANHOLE - -SS - - -SS SSSS- CONC CONCRETE PIV POST INDICATOR VALVE PROPERTY LINE ® © CONST CONSTRUCTION It STORM DRAIN MAIN - -SD- - - SD -SD�SD- CP CONCRETE PIPE PT POINT OF TANGENCY STORM DRAIN PIPE - - - - - - - - - -0 CU YD CUBIC YARD DOUBLE DETECTOR CHECK VALVE ASSEMBLY DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE PIPE -R-R F F ROOF DRAIN FOOTING DRAIN - - - R - - - R - - - R- DDCVA DI PVI POINT OF VERTICAL INTERSECTION PAVEMENT - - - F - - - F - - - F - PVMT PRESSURE LINE CATCH BASIN (TYPE 1) - - - P - - - P - - - P - _P_P ■ DIA DIAMETER PVT POINT OF VERTICAL TANG. p DIP DUCTILE IRON PIPE R RADIUS CATCH BASIN (TYPE 2) 0 EA EACH REINF REINFORCEMENT CLEANOUT o ® � 0 EJ ELEV EXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE 0 ELEVATION RET RETAINING GRADE BREAK - - - - - - - - - - - - - - EOP EX EDGE OF PAVEMENT RT RIGHT STORM DRAIN SURFACE SWALE EXISTING SD DRAINAGE ARROW _ WA W FDC FIRE DEPT. CONNECTION SECT SECTION STORM DRAIN MANHOLE WATER LINE - - WA- - - WA FFE FINISHED FLOOR ELEVATION SDMH WATER METER ® 51 � FH FL FIRE HYDRANT SIM SIMILAR SQUARE FIRE HYDRANT � DX0 FLANGE SQ FDC 'Cr i FT FEET/FOOT SS SANITARY SEWER PIV 0 • GV GATE VALVE SSMH SANITARY SEWER MANHOLE GATE VALVE g Z HP HIGH POINT STA STATION STANDARD TEE ,Z, I_II HT HEIGHT STD 90° BEND ID IE INSIDE DIAMETER STL STEEL THRUST BLOCK THRUST BLOCKING o INVERT ELEVATION TB CAP CONCRETE PAVEMENT ASPHALT PAVEMENT - L LCPE LF LENGTH/LINE LINED CORRUGATEDTOW POLYETHYLENE PIPE TOC TOP TOP OF CURB TOP OF WALL TOP ELEVATION LINEAL FOOT CRUSHED SURFACING LP LT LOW POINT TYP TYPICAL ROCKERY LEFT VC VERTICAL CURVE SPOT ELEVATION f 20.0 f 20.0 MAX MAXIMUM W/ WITH TELEPHONE LINE - - - T - - - T - - - T- -T-T MECH MECHANICAL WM WATER METER POWER LINE - - - E - - - E - - - E- -E-E MH MANHOLE GAS LINE SIGN G - -- G - -- G- G G JZ THE SUBJECT PROJECT SITE IS LOCATED WITHIN THE EARTH SUBSIDENCE LANDSLIDE HAZARD AREA. IN ACCORDANCE WITH ECDC 19.10.080: Requests for early site access in advance of building permit approval or in the time period between October 1 st and April 30th for any purpose shall be submitted to the building official accompanied by written concurrence of the owner/applicant's geotechnical engineer of record. COMPLIES WITH APPLICABLE CITY STORMWATER CODE .d 1 05/09/2022 REFER ALSO TO DEFERRED SUBMITTAL: I ' STORM PIPE ANCHOR DESIGN (if required - see Sheet C3.1) j I I -------------------- - SEWER PUMP CALCULATIONS PREPARED BY CG ENGINEERING, DATED 3/11/2022 -DRAINAGE REPORT PREPARED BY CG ENGINEERING, DATED 7/2/2021 SEPARATE PERMITS: ENG2022.0118 SEWER ENG2022 0119 WATER METER APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED BY: �/%" "5/06/2022 CITY ENGINEERING DIVISION O C I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Cs GUIL 4�' WAs�, l F� 25385 1 STEg i �`SIONAL W11/22 Q Q J Q H H z CID CID O m Ln Ln D w w Ln O LLJ Q a a a r-I r-I N N M r-I Q CD CD r-I o r-I o Y Q DESIGN: BJL DRAWN: ATD CHECK: JPU JOB NO: 21125.20 DATE: 1 2/03/21 RESUB Mar 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 Z N 0 �..I..� 00 0 W vQ j 0) w O z Q W Z 0 0 Z C/) J W P, N Q 0 N Z Ld W Y N O > Z w LO o O w W a SHEET: A PORTION i Ll - SE 1 /4 - OF THE SE 1 /4, SECTION 2, TOWNSHIP 27 NORTH, RANGE 6 EAST, W. M . O C INSTALL TEMPORARY CATCH TIE INTO EXISTING BASIN INLET PROTECTION CATCH BASIN UNTIL AS NEEDED FOR THE PROPOSED PRIVATE STORM SYSTEM DRAINAGE SYSTEMS AND AS PROPOSED CBS ARE MADE ON -SITE ARE MADE OPERABLE OPERABLE. FIELD ADJUST CATCHMENT AREA AS NEEDED TO ENSURE ALL C2.2 RUNOFF IS COLLECTED BY THIS CB; DO NOT ALLOW E CB CONSTRUCTION WATER TO IM 1 13' BE DIRECTED DOWN THE =2 3.4 ' I N, ,S E= 13. 7' UT W DISTRIBUTION EASEMENT SLOPE SURFACE (AF NO. 9806080663) I WOOD FEN IS 0.5' --------- oono i u.ir i NO. ,0250 .OPE TEMPORARY EROSION CONTROL AND DEMO PLAN TEMPORARY EROSION CONTROL NOTES: 1. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 2. ALL DISTURBED PERVIOUS SURFACES SHALL BE AMENDED TO MEET DOE BMP T5.13. REFER TO CITY STANDARD DETAIL SD-642 / C2.2 3. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING UTILITIES. 4. REFER TO SHORT PLAT CONSTRUCTION DRAWINGS FOR EXISTING UTILITY EASEMENTS AND STORMWATER IMPROVEMENTS. (AFN: 201612095001). 5. FROM OCTOBER 1ST TO APRIL 30TH, ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN 2 DAYS SHALL BE COVERED. FROM MAY 1ST TO SEPTEMBER 30TH, ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN 7 DAYS SHALL BE COVERED. 6. OBTAIN A 1" WATER METER PRIOR TO CONSTRUCTION. A HOST BIB W/ ATMOSPHERIC VACUUM BREAKER WILL NEED TO BE INSTALLED AT THE BACK OF THE WATER METER BOX PRIOR TO CONSTRUCTION. 7. INSTALL TEMPORARY INLET PROTECTION TO ALL CB INLETS DOWNSTREAM, IN ADDITION TO LOCATIONS DEPICTED ON PLAN. 8. CLEARING ACTIVITIES SHALL BE ALLOWED ANNUALLY BETWEEN MAY 1 AND OCTOBER 1, PER ECDC 23.80.070. Al 7'40'31 "W 360.73 ACCESS & UTILITY EASEI ►AII 10 20 40 a U APPROVED CITY DATE: BY: FOR CONSTRUCTION OF EDMONDS ENGINEERING DIVISION APPROVED AS NOTED �/ 5/06/2022 CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 7 G GUI LL 4, of WA$�j ct' E� • 25385 �Q 1 STEg i s`SI0 W11/22 J J J Q Q Q H H z m m O m Ln Ln w w Ln w w w w o a a a r-I r-I N N M r-I Q CD CD r-I N M r- CD r-I CD Y Q DESIGN: BJL DRAWN: ATD CHECK: JPU JOB NO: 21125.20 DATE: 1 2/03/21 RES V is Mar 22 2022 J N CITY E DEVELOPMENT SERVICES DEPARTMENT O Q Z W On U 0 Z Z O Q N co Z N ���// Q W W 0 00 LL Ld n U Q Q O w m 2 Z Q M N LLI W P, o O Q Z Y N O 0 U w I� o m o W Z w a Y W Q W SHEET: C2ml UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) A PORTION SE 1 /4 OF THE SE 1 /4, SECTION 2, TOWNSHIP 27 NORTH, RANGE 6 EAST, W.M. 14= 1111=�1116 ENGINEERING 2' x 2" WOOD/STEEL 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778 8500 FILTER FABRIC SECURED FAX (425) 778-5536 TO 2" x 2" 14 GA WIRE FABRIC EQUAL 2 25' MIN RADIUS : 1 QUARRY SPALLS 04 - 4" 2 � MIN DUI 12 MIN DEPTH [V 4 * GRATE F : . NATIVE BACKFILL MATERIAL I ~ SFf MIN PROVIDE FULL WIDTH z '' FILTER SOCK WITH G U j V OF INGRESS/EGRESS �, OVERl FLOW HOLES 4� o� wAs ILA Cy FIL �Lowc OK WrTH 1 :. ovIER HOLES • _' FILTER FABRIC MATERIAL IN CONTINOUS ROLLS DETAIL NOTES: i' 4 CATCH BASIN USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE � a + r� 25385 J THE MINIMUM LENGTH SHALT. BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE ISTEg� i 2- x 2" WOOD/STEEL POSTS AND/OR INTO THE PUBLIC RIGHT-OF-WAY. �`SIONAL �2 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. • + W III 22 is WIRE MESH FENCE NOTES o TO SUPPORT FILTER I FABRIC 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ' T`+ 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 SrrE AND/OR ONTO PUSUC 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. BURY BOTTOM OF FILTER 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL N MATERIAL 8' TO 12" BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRIPPING DEVICE. 1 NOTES: J J s• MAX 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. L CATCH BASIN 1 CONTRACTOR/DEVELOPER SHALL MAINTAIN Q a a THIS APPLICATION AT ALL TIMES DURING H NOTES: PROJECT MIN LENGTH OF (FEET) *PROVIDE ATB OR ASPHALT CONSTRUCTION PERIOD, z r- 2 m m SITE QUARRY SPALLS• TRANSITION WHERE FRONTAGE 2. ANY SEDIMENT IN CATCH BASIN INSERT O m [ 1/4 ACRE ROAD IS AN ARTERIAL. 30 SHALL BE REMOVED WHEN INSERT IS � cn w cn w 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER LENGTH TO BE DETERMINED ONE-THIRD FULL. a- un EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON [ I ACRE 50 13Y CITY INSPECTOR. CITY INSPECTION REQUIRED ON � � _ 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS [ 3 ACRE 100 ALL EROSION CONTROL METHODS 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE U ACTIVITY. BEFORE OTHER WORK CAN BEGIN > 3 ACRE 100 BEFORE OTHER WORK CAN BEGIN OTHER WORK CAN BEGIN. V) ° w a w a w a rtr FILTER FABRIC FENCE REVISION DAI E JANUARY 201N3 STABILIZED CONSTRUCTION REVISION DATE JANUARY 2018 TEMPORARY REVISION DATE JANUARY 2018 N CITY OF EDMONDS FILTRATION SYSTEMS . CITY �F EDMONDS ENTRANCE CITY OF EDMONDS SEDIMENT TRAP W N M ,�,, PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD ,� -PUBLIC WORKS FOR CATCH BASINS STANDARD Q o o DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT Oil D ET- ° m o rI o APPROVED BY- R. ENGLISH E4 R- 9 0 o APPROVED BY- R. ENGLISH E R— 9 D 1 APPROVED BY' R. ENGLISH E R— 9 C 2 Y ommi (Y CITY OF EDMONDS STANDARD DETAIL CITY OF EDMONDS STANDARD DETAIL CITY OF EDMONDS STANDARD DETAIL 1 3 SCALE: NITS SCALE: NITS SCALE: NTS DESIGN: BJ L DRAWN: ATD CHECK: JPU JOB NO: 21125.20 UNDISTURBED UNDISTURBED O" TURF/LAWN/LANDSCAPE DATE: 1 2/03/21 NATIVE VEGETATION — UNDISTURBED NATIVE SOIL \/ / / /\\ \/r / r �/ r / UNDISTURBED NATIVE SOIL RES U B \/ Mar 22 2022 �\y CITY OF EDMONDS STEEP SLOPE NOTE: DEVELOPMENT SERVICES AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES OPTION 1 - NO DISTURBANCE EXCEEDING 33%. AREAS EXCEEDING DEPARTMENT 0 33% SHALL BE STABILIZED PER THE PLANTING BEDS TURF (LAWN) AREAS ENGINEER/GEOTECH OF RECORD. LL 2" ORGANIC MULCH /%/ GRASS: SEED OR SOD III III Z ILIA 0 1 III�I Im II II I�-II I I�I �II 1.75" OF COMPOST INCORPORATED ( , 3" OF COMPOST I -II v INCORPORATED INTO 5" OF 1�111=II�III-III I III=11 11=II I III INTO 6.25" OF SITE SOIL (TOTAL GRASS OR ROCK =III _-ITn —III III SITE SOIL (TOTAL AMENDED 0 = AMENDED DEPTH OF 9.5", FORA _44� 2" TO 4" QUARRY SPACES DEPTH OF 9.5", FOR A 1-II 1 III -IIIIyII-IIIIII 111 11-III-11 II 1111 1 SETTLED ❑EPTH OF 8") z Z SETTLED DEPTH OF 8") = 0— -- _IIII —III— 2" TO 4" QUARRY SPALLS �!I—I I �I I —I I1=1I EMI a —III I1 LEVEL BOTTOM IIIIIII — 1 g 0 _ II SUBSOIL SCARIFIED 4" BELOW I'>\\� I' ��\` �` SUBSOIL SCARIFIED 4" BELOW _ o` }/ •i/// / _ I- % _ _IIIIIIIII=III COMPOST AMENDED LAYER T\ \/\\ - COMPOST AMENDED LAYER -IIIIIIIII1I—I ` Jill L ^\\ 12" BELOW SOIL SURFACE} —I = III = ' V \ , _-III �o I� (12" BELOW SOIL SURFACE) \�\ ; i/ �\��� ( 1 =1 —III = III -III 2 — �II;I I;III;III;I I;II� —III; ,II N =1 I I1 I I1 I I , ; ,III 1- _ � o OPTION 2 — AMEND IN PLACE OR STOCKPILE AND AMEND NOTE: j—ii —I W 00 W GENERAL NOTES: 2' MIN ROCK CHECK DAMS TO BE B A W > 0) PLANTING BEDS TURF (LAWN) AREAS PLACED AT 50' OC ALONG Q { 1 , AREAS OF NO DISTURBANCE LENGTH OF INTERCEPTOR DITCH. SECTION A -A SECTION B-B Z +Illlllillll��ll��l��llll�,l SHALL BE FENCED AND EXISTING SEE DETAIL 7 ON THIS SHEET W 0 N 2" ORGANIClGRASS: SEED VEGETATION AND SOIL SHALL BE 0 ch MULCH771 //�,11 IIl/,,�� 0' OR SOD PROTECTED FROM CONSTRUCTION INTERCEPTOR SWALE ROCK CHECK DAM - Z Q f III=111A— 111=111-111-11 t�ll IMPACTS. SCALE: NTS N N V I II -II I III -II �I II -III II -III -II II SCALE: 1/2" - 1'-0" III �III 2. TO MEASURE SETTLED DEPTH, - W 6" IMPORTED I I = H �-=LIziii=��Zj 6" IMPORTED WATER SOIL SUFFICIENTLY TO 0 TOPSOIL MIX - - TOPSOIL MIX FULLY SATURATE WITHOUT 0 I I I -I I I III -I I� I Iml I I -III I I -III -I I I I (COMPACTED _ — jjj— --j (COMPACTED CAUSING EROSION. (V Z DEPTH) DEPTH) 3. COMPOST SHALL MEET SPEC. 0 11—I I ICI I I_\ I H I Ir I_I fi" I I I=I I- I �I 11=1 Y N \1 :11- '� _E' �' 11= REQUIREMENTS IN THE 2417 V w ;I EDMONDS STORMWATER W Ln 0 LI..ILJ SUBSOIL 15 IF I"'� �- \/ 'I SUBSOIL IS ADDENDUM (CHECKLIST 7). SCARIFIED 6" /� I SCARIFIED 6" BELOW ,` a,r \�,,: _ - APPROVED FOR CONSTRUCTION Y � w 0 L4 / �; / / BELOW 4, COMPACTION OF TOPSOIL (WHERE IMPORTED IMPORTED TOPSOIL MIX ��/\ \/�//\\ r/�// 12 ~%% f�/\�/ / . TOPSOIL MIX REQUIRED} TO BE TO $5% (MAX) CITY 0 F EDMONDS SHEET: OF THE MAXIMUM DRY DENSITY ENGINEERING DIVISION OPTION 3 — IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). DATE: APPROVED AS NOTED REVISION DATE 5/06/2022 POST CONSTRUCTION SOIL APRIL 2021 � �������o CITY OF EDMONDS QUALITY AND DEPTH BY: PUBLIC WORKS STANDARD CITY ENGINEERING DIVISION DEPARTMENT DETAIL C2m2 Fs t 18 -�° APPROVED BY: R. ENGLISH S D — 6 42 0 \ TIE INTO EXISTING STORM STUB\ 19 3D SD " E 220.'�� ASTEPPING STONE, PATH PER ARCH - - 0\ '\ 46.80 \27. � ___- , GRADING AND DRAINAGE PLAN SCALE: 1" = 10' GRADING AND DRAINAGE PLAN NOTES: 1. THIS SITE IS DESIGNATED AS A STEEP SLOPE CRITICAL AREA. A PORTION SE 1 /4 OF THE SE 1 /4, SECTION 2, TOWNSHIP 27 NORTH, RANGE 6 EAST, W.M. HOUSE RIDGE E L = 2-5 6. 6' — — / g �_� 34„E 3Fjg 95 /26 BUILDING SET BACK LINE APPR(1XINAATP- I nrATinNI 2. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST -AMENDED PER THE REQUIREMENTS OF BMP T5.13 N THE STORMWATER MANUAL VOLUME V, CHAPTER 5. 3. TOP AND TOE REFER TO FINISHED GRADE AT THE TOP AND BOTTOM OF THE WALLS, RESPECTIVELY. 4. A MINIMUM OF 3' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER WATER AND STORM, AND A MINIMUM OF 5' HORIZONTAL SEPARATION AND 1' VERTICAL SEPARATION FROM ANY CITY -OWNED LINES. 5. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVABLE SURFACES AND 1' OF COVER UNDER LANDSCAPE SURFACES. 6. PRIOR TO PLACING ANY SURFACING MATERIAL ON THE DRIVEWAY, IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO PROVIDE DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REQUIRED IN THE STATE OF WASHINGTON. Al 7. NEW/REPLACED IMPERVIOUS SURFACE (INCLUDE PRIVATE DRIVE): 7,263 SF. ALL SITE RUNOFF ROUTED TO PUGET SOUND OUTFALL VIA DIRECT DISCHARGE. - NEW BUILDING: 4,861 SF ROOF AREA (INCLUDING OVERHANGS). RUNOFF ROUTED TO STORM DRAIN STUB THOUGH ROOF DRAINS. - NEW DRIVEWAY: 1,381 SF. RUNOFF ROUTED TO STORM DRAIN STUB THROUGH TRENCH DRAIN. -NEW WALKWAYS: 844 SF. RUNOFF ROUTED TO STORM DRAIN STUB THROUGH CATCH BASIN. 8. THE MAXIMUM DRIVEWAY GRADE IS 14%. 1-UUINU �E_13AH ---\ \. X / GRADING QUANTITIES TOTAL EXCAVATION (CUT) - 150 CU YDS TOTAL EMBANKMENT (FILL) - 760 CU YDS TOTAL 910 CU YDS THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. TLL\\ \ \ \ 1. \ ROTECT EXISTI G p M 10' UTIt�TY' EASEMENT HICKENED EDGE c (AF. NO. 2151.Z03295002) C7. \ d� pAM 6" TRAFFIC RAT c'OMTRENCH DRAIN 10' UTILITY EASEMENT (AF. NO. 201603295002) ENTRY MONUMENT EASEMENT (AF N(l� 10 0 5 10 APPROVED CITY DATE: BY: FOR CONSTRUCTION OF EDMONDS ENGINEERING DIVISION APPROVED AS NOTED / 5/06/2022 CITY ENGINEERING DIVISION = 0- lllm�llhl ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUILT 4. of WAsr� 25385 �p 1+I sTEg 1 s`SIONAL W11/22 ri ri N W Q O O r-I O r-I O Y Q DESIGN: BJL DRAWN: ATD CHECK: JPU JOB NO: 21125.20 DATE: 1 2/03/21 RESUB Mar 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT rW 0 Q Z Q (n N 0 Q O � w 0 0 > c� Q Z a Q W p p 0 Z "Q Z WNN Z m 0 Y NZ O :2 QQ or--. w L0 p W Y W 0 C v-- SHEET: C301 Al 9. PIPE RUNS OF MORE THAN 1 STICK AT A SLOPE OVER 20% WILL REQUIRE ANCHORING. PIPE ANCHORING PER GEOTECH DESIGN AS DEFERRED SUBMITTAL 10. RAISE CB LID TO FINAL GRADE PER SHEET C2.1 A PORTION SE 1 /4 OF THE SE 1 /4, SECTION 2, TOWNSHIP 27 NORTH, RANGE 6 EAST, W.M. O C I O a° ° ° O � a TIE BASEMENT UNDERSLAB DRAIN TO EXTERIOR FOOTING DRAIN PER Cl SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP' 12" (WSDOT STD SPEC 9-05.20) SOLID WALL PVC 15" (WSDOT STD SPEC 9--05.12.(1)) PROFILE WALL PVC 15" (WSDOT 5T❑ SPEC 9-45.12[2)) �y • CORRUGATED POLYETHYLENE S� STORM SEWER PIPE �2", 4", 6 OR 12" NOTES: RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2, AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. `L q, 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF �t ALL .POINTS, RINGS, RISERS AND FRAMES. My 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION I- AND RISER SECTION SHALL NOT EXCEED 1 /2"/FT. 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION, (MEASUREMENT AT THE TOP OF THE BASE) 8,VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT ` S f • 1$y •, CATCH BASIN TYPE APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS . \ o CONNECT EXTERIOR BASEMENT \ d,FOOTING DRAIN TO EXTERIOR \ a FOOTING DRAIN PER C3.1 \ TIE CRAWL PACE UNDERSLAB DRAIN TO EXTERIOR FOOTING DRAIN PER C3.1 \ \ SE EM NT/CRAWL SPA' F UNDATION WALLA` TIE GARAGE UNDERSLAB DRAIN TO 4" PERF PVC UNDERSLAB �TERIOR FOOTING F T \ DRAIN AT 10'± SPACING & IN PER C3.1 \ AROUND INTERIOR \ CRAWL SPACE f \P \ 4 PERF PVC UNDERS't=AB F P FOUNDATION PERIMETER , DRAIN AT 10'± SPACING \ SLOPE @ 0.5% MIN & AROUND INTERIOR \\ \ a o GARAGE FOUNDATION F \ 4" PERF PVC UNDERSLAB PERIMETER, SLOPE @ n \ DRAIN AT 10'± SPACING 0.5% MIN \ �& AROUND INTERIOR` j \ BASEMENT FOUNDATION BASEMENT FOOTING \ PERIMETER, SLOPE @ DRAIN BELOW \ 0.5% MIN T F BASEMENT/GARAGE FOUNDATION WALL i v � F CONNECT BA S MENT WALL FOOTING DR N TO / � S ° EXTERIOR FOOTING DRAIN' / \ ° PER C3.1 UNDERSLAB DRAINAGE SYSTEM PLAN SCALE: 1" = 10' 1 � � 20 REVISION DATE JANUARY 2018 STANDARD DETAIL SD-303 18'x24' +1 /32", -0" _TT 16'x22' f OPENING L3/4" 17-3/4'x23-3/4" + 1 32 -❑ TYP 25" SECTION A -A 25" 2-1/2" A to / T CEMENT CONCRETE CURB PAVEMENT, DEPTH VARIES I GUTTER �___________ PRECAST y=: CONCRETE RISERS �. CATCH BASIN WALL SECTION B-B VERTICAL CURB OR CURB AND GUTTER } B PLANTING STRIP OR SIDEWALK I CONCRETE 4J w GUTTER 0 a] a� o IP 00 U U nSEE 'r: - NOTE 1 , `< .y~ Li •'5/4 ' ":SEEr NOTE, SEE N Ti= 6a . �' �• a; " . LEVEL PAD 16 wt v�::� r•� =i^ :?w;`;•=r •; - •... 3/4" x 2-1/4" x 1/8"I. M1],'c;= k�:'a1.a��: PLAN 10* B Ej PLAN NOTES: 1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8'-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG, 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. 3. SET FRAME TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. 4, MATCH CENTERLINE OF CATCH BASIN TO CURB LINE FOR TYPE 1 AND 1 -L. 5. VANED GRATE SHALL BE INSTALLED ON CONTINUOUS ROAD SLOPES. HERRINGBONE GRATES SHALL BE INSTALLED IN ALL SAGS AND SUMPS. 6. CURB/CURB AND GUTTER AS REQUIRED BY THE CITY ENGINEER. REVISION DATE FRAM CITY OF EDMONDS STANDARD JANUARY 2018 E INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH SD-320 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS PERF PVC PIPE (SCH 40) REINF CONC SLAB PIPE PLAN FOR ELEV PER STRUCT a _ FILTER FABRIC GRAVEL MIRAF1140N .... � HOLES IN PIPE - AS SHOWN - UNDERSLAB DRAIN SECTION v f SCALE: 1" = V-0" FINISHED LEVEL OF CONCRETE SURROUND TO BE APPROX 1/8" ABOVE TOP OF CHANNEL EDGE EXPANSION JOINT INSTALL ACO DRAIN MODEL K100S OR EQUAL - CONCRETE 3000 PSI MIN - �I I I BEDDING LAYER FOUNDARY NAME 1/2" LETTERS RECESSED TO BE FLUSH 7-1/4" FOR THIS SIDE TO CURB 1 1. MACHINING CLEARANCE 1 THIS BAR 1" THICK O 1-1/8 a BAR (TYP) I 7/8" SLOT 'TYP) 1 { s�nrvin off drna. rlw3als of 4" DIA PERFORATED PVC PIPE WITH 6" OF 1" MINUS GRAVEL 6" MIN FROM WOOD. ALL AROUND, WRAPPED IN SEE STRUCTURAL DRAWINGS NON -WOVEN GEOTEXTILE FABRIC, SLOPE AT 0.5% MIN. TURN DOWN PERFORATIONS AS SHOWN 6" DOWNSPOUT TIGHTLINE TO FINISHED GRADE CONVEYANCE SYSTEM @ 0.5% JI- MIN. PLACE NEXT TO FOOTING _ DRAIN OR AS SHOWN ON - - -� GRADING & DRAINAGE PLAN Jill GRADING (CONTRACTOR MAY LOCATE ON EITHER SIDE OF FOOTING DRAIN) ° ° ° 0 O° O ° 00 on ° a O°o0 °00 0 O °O°o a LINE OF MAX EXCAVATION. 00 0 a a IF SOIL IS OVEREXCAVATED, O 000 OOO oO �: ° a a REPLACE WITH LEAN MIX 0 o CONCRETE FOOTING 1 1 FOOTING AND ROOF DRAIN SECTION SCALE: NTS FINISH GRADE ELEV: 40.0± PARKING SURFACE u ' TRENCH DRAIN (IN CONCRETE SCALE: 1" = V-0" 1" TO 1 Z" WASHED DRAIN ROCK PER WSDOT 9-03.12(5) (6" MIN AROUND PERF PIPE) 4" PERF PVC 1° UNDERDRAIN SLOPED 0.5% MIN TOWARDS GARAGE FOOTING DRAIN (TYP, 4 PLACES) BARS 1-5/8" THICK THIS AREA -BARS 1-3/8' THICK THIS AREA -1/4" I LEVELING PADS 1-7/8 SEE 8-3/4" x 3/4" x 1/8' w DETAIL TOP VIEW BLOW BOTTOM VIEW 23-3/4' 1-3/8. 17-3/4' 2-1/2" �I r,-7,16" I 1� � j 2" 11 - 3/ 4" I ++ f �R-7-1/4" L3/4" I I 23-1 Z'---1-1/4,. / 17-1/2' SIDE VIEW X F r3/4" t N t ROUND 1-1/2' �I -5/8' ELLIPTICAL TANGENT BETWEEN TWO RADII SLOT DETAIL OPTIONAL DESIGN FOR SEE NOTE 1 GRATE OPENINGS ENDS NOTES: 1. SLOT FORMED AND RECESSED FOR 5/8'-11 NC X 2 SOCKET HEAD (ALLEN HEAD) BOLT. 2. GRATE SHALL BE DUCTILE IRON. 3. SHALL CONFORM TO SEC. 9-05.15 OF THE WSDOT STANDARD SPECIFICATIONS. 4. USE HERRINGBONE GRATE IN CURB LINE OF SAGS AND SUMPS. 5. USE FRAME SHOWN IN STANDARD DETAIL. REV SION DATE PARKING LOT/ JANUARY 2018 CITY OF EDMONDS AREA GRATE PUBLIC WORKS (HERRINGBONE) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D- 3 2 4 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS COMPACTED BACKFILL NONWOVEN GEOTEXTURE PER WSDOT SPEC 9-33.2(1)) Ai I MIN BOTTOM ELEV: 37.50± CUTOFF DRAIN SCALE: 1" = V-0" ASPHALT CONCRETE WEARING COURSE HMA CLASS 1/2" PG 64-22 (WSDOT STD SPEC 5-04.1) CRUSHED SURFACING BASE COURSE (WSDOT 0°po° o STD SPEC 9-03.9(3)) O° °co O° °co 00 °� O OD 0.0 O� 0.0 - o• O O oro 00 0°0 00 0°0 00 0°0 00 000 00 000 00 0.069 0.069 SUITABLE NATIVE MATERIAL FILL; TOP 12" COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION USING AASHTO T-180 (ASTM D1557). UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED TYPICAL PAVEMENT SECTION SCALE: 1" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: ENGINEERING DIVISION APPROVED AS NOTED BY: /T� 4"5/06/2022 CITY ENGINEtNING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 �G GUILL 4 �� WAs�, c{' 6, I, 25385 ��1 STEg 1 �`SIONAL O3I I I / 22 1 Q Q Q H H H 2 2 Z Co Co O m N v1 F � Lu uJ IL N I U 2 2 2 m � � � Q a- 0- 0- r-I r-I N W I- N M r-I n N M O r-I O Y Q DESIGN: BJL DRAWN: ATD CHECK: JPU JOB NO: 21125.20 DATE: 1 2/03/21 N Z RESUB J Mar 22 2022 Q CITY DEVELOPMENT OF EDMONDS SERVICES DEPARTMENT �■� 0 V Q Q Z � Q N W Q 0 Z 'J^ Z Q W 0 Q S 0 Z a LLJ � N 0 Z 04 Z Y N O 0 U Lv r Lo 0 LI L Z Li Q Lu SHEET: C3m2 A PORTION WA I tK AIVU JtW tK NLAIV IVU I tJ: 1. PLUMBING CONSULTANT TO VERIFY METER & SERVICE SIZE. SIZING TO BE CONFIRMED ONCE PLUMBING PERMIT IS ISSUED AND REVIEWED. 2. PLUMBING CONSULTANT TO VERIFY SIZE OF EXISTING SEWER STUB IS ADEQUATE FOR PROPOSED BUILDING. 3. A MINIMUM OF 3' SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER, AND STORM. 4. A MINIMUM OF 5' OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND STORM LINES. SE 1 /4 OF THE 260: 255: 250: 245: 240: 235: 230: 225: 220. A SE 1 /4, SECTION 2, TOWNSHIP 27 NORTH, RANGE 6 EAST, W.M. ,EE NOTE BELOW CONTROL PANEL, ALARM AND LIGHT CAN ALL BE MOUNTED ON THE HOUSE STRUCTURE. ALARM AND LIGHT TO BE FACIING ACCESS ROAD/STREET, WITH LIGHT MOUNTED HIGH ON AN EXTERIOR (EAST) WALL. PUMP STATION CONTROL PANEL W/ ALARM AND LIGHT IE (2" FORCE MAIN): 226.50 IE (ELECTRICAL CONDUIT): 228.0 EXISTING GRADE ELECTRICAL CONDUIT PROPOSED GRADE. ......... ............................... .............................. ....... ............................... .o.............. .. ......................................... ..M.. ......... ... . . . I . . ........ .......... ....................... ...... ........ ...�. Iz . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J w a ...... ........... ..................... ...................... .... 0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 LF - 8" DIP CASING SS STUB IE: 250.29 2" IPS POLY HIGH-MOL PIPE 260 255 250 245 240 235 230 225 220 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED = 0- llm�oll ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUILT 4. of WAsr� 25385 �p � IS.-- 1 s`SIONAL W11/22 ri ri N Q O O r-I O r-I O Y Q .--I N DESIGN: BJL DRAWN: ATD CHECK: JPU JOB NO: 21125.20 DATE: 1 2/03/21 RESUB Mar 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 01:� V) Li CD 3 Q 0 W �--- W co V / W W U Q Z W p ?r Z 0 Z Q Z W�� a Z Z Y N O �� - U I� :2 Q W W Y Ln � 0 W C SHEET: j2 FORCE MAIN AND ELECTRICAL CONDUIT PROFILE , �j 5/06/2022 SCALE: 1" = 20' BY: CITY ENGINEERING DIVISION (0;4ml A PORTION SE 1 /4 OF THE SE 1 /4, SECTION 2, TOWNSHIP 27 NORTH, RANGE 6 EAST, W . M . O C FAI NOTES: 1. WRAP AND TAPE 12 GAUGE TRACER WIRE EVERY 10' TO THE FORCE MAN. 2. THE LOCATION OF THE STUB SERVICE TERMINATION SWILL BE MARKED BY THE CON RAC70R WITH A 2'x4' TIMBER EXTENDED VERTICALLY FROM THE PLUG END TO A MINIMUM OF 3 FEET ABOVE THE GROUND SURFACE. IN ADDITION. • A 12-4AUGE GALVANIZED WIRE SHALL BE ATTACHED TO THE TIMBER FROM END TO END ENSURING THAT NEITHER THE WIRE NOR THE 2'x4' TIMBER SHALL BE ATTACHED 70 THE SEWER PIPE OR PLUG. • THE EXPOSED PORTION OF THE 2•x4• TIMBER SHALL BE PRE -PANTED TRAFFIC WHITE WITH THE WORDS *GRINDER PUMP SEWER CONNECTION" STENCILED ON WITH BLACK PANT. • THE END OF THE 2'x4' TIMBER SFWl BE PRE -MARKED IN PERMANENT INK WITH THE LENGTH OF THE TIMBER INSTALLED. 3. GRINDER PUMP VENTILATION SHALL BE CONNECTED TO THE HOUSE SEWER VENTING SYSTEM. PER NFPA CODE. DETAIL "A" CITY INSPECTION REQUIRED PRIOR TO BACKFILL CITY OF EDMONDS GRINDER PUMP SERVICE JANuARY 2o1a CONNECTION TO PUBLIC WORKS GRAVITY SEWER MAIN 1) F L DEPARTMENT L APPROVED B' R. ENGLISH SS-21 0 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 24" BASIN COVER STRUCT PLASTIC 1 1/2" CONDUIT FLANGE EY CONDUIT SEAL (REWD BY OTHERS) ixa ELECTRICAL CONDUIT _: AIR VENT CONNECT TO DWELLING PLUMBING VENTILATION INLET FITTING. TYP (FIELD INSTALLED) GRAVITY FLOW 4" INLET FROM DWELLING FIBERGLASS OR HIGH DENSITY POLYETHYLENE BASIN GUIDE PLATE - a PUMP "OFF" LEVEL a-r GRINDER PUMP 4g e- - STAINLESS STEEL VALVE EXTENSION HANDLE SIMPLEX PIPE TRACER WIRE JUNCTION BOX FASTENED TO WALL STRUCT PLASTIC � SST FASTENERS 2 /- FINISHED GRADE `-RAIL MOUNTING FLANGE LIFTOUT CHAIN ANIT-SIPHON VALVE, PVC (IF REQ'D) -TOP HOLDDOWN RISER PIPE -'--2" HI-VOL POLY FORCE MAIN 2" BRASS MIP x IRS COMPRESSION FITTING WITH STAINLESS STEEL STIFFENER HIGH WATER "ALARM" LEVEL SHALL BE A MINI OF 6 BELOW INVERT OF 4" SEWER INLET PUMP "ON" LEVEL RAILS DISCHARGE PIPE -4 SWING CHECK VALVE do DISCONNECT ASSY DISCHARGE CASE 4 . n ANTI -FLOATATION PLATE OR FLANGE CONCRETE ANTI -FLOTATION BASE NOTES: 1. REFER TO CITY HANDOUT E62 FOR ADDITIONAL DESIGN AND PERMIT REQUIREMENTS. 2. ASSEMBLIES SHOULD NOT BE PLACED IN AREAS SUBJECT TO VEHICULAR TRAFFIC. IF LOCATED IN TRAFFIC AREAS, THE LID SHALL BE TRAFFIC RATED AND SHALL BE INSTALLED FLUSH IN ASPHALT OR CONCRETE. CITY INSPECTION REQUIRED PRIOR TO BACKFILL " CITY OF EDMONDS 24SIMPLEX GRINDER �✓ OCTOBER 2021 PUMP WITH REMOTE PUBLIC WORKS MOUNTED CONTROL PANEL S-ANDARD DEPARTMENT DFTAII AI'PROVLD BY: R. ENGLISH SS-24 RESIDENCE 1 1 2' ' CLEANOUT (MAX) (TYP) w J � p w[if C. w 0 � CLEANOUT w o w WITH 45' BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 12`± r FINISHED GRADE Lu w w L a � a� CL Q . 12" LOCKING COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) WATER TIGHT CAP\ 45• RISER LEVELING COLLAR SEE NOTE 4 45' 12" PVC SLEEVE v'- 6" RISER 4" OR fi" SIDE SEWER 6" WYE AND 6" CfTY STUB GENERAL CLEANDLIT DEL 45' BEND 4" OR 6" 12" LOCKING COVER SIDE SEWER CLFANOUT DETAIL SEE NOTE 3 AT PROPFRTY LINE/CITY EASEMENT F w LEVELING COLLAR NOTES: SEE NOTE 4 ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 7RISEER r�ND 12'f 2. PIPE SLOPE TO BE 2% MIN MID UP TO 50% MAX. 3, SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS ONG 12' PVC PRODUCT#DO366102 ORAPPROVED EQUAL. 6" 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: IPE GRIPPEf? ERNE 270261 • IN ROADWAYS PER COE STD DWG GU-424 VED EQUAL} • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24' DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR REVISION DATE FEBRUARY 201 CITY OF EDMONDS SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S S- L 0 O CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 30" BASIN COVER STRUCT PLASTIC WATERTIGHT LID RIM = 230.0 1 1/2" CONDUIT FLANGE EY CONDUIT SEAL (REQ'D 1.5' MIN BY OTHERS) ELECTRICAL ELEV 228.0 CONDUIT ELEV 227.0 AIR VENT CONNECT TO DWELLING PLUMBING VENTILATION INLET FITTING, TYP (FIELD INSTALLED) GRAVITY FLOW 4" 111 ELEV 226.0 FROM DWELLING FIBERGLASS OR HIGH DENSITY POLYETHYLENE RIBBED PUMP BASIN 2.0' MIN GUIDE PLATE ELEV 223.0 e PUMP "OFF" 2 0' LEVEL SIMPLEX JUNCTION BOX STRUCT PLASTIC - STAINLESS STEEL VALVE EXTENSION HANDLE - PIPE TRACER WIRE FASTENED TO WALL - SST FASTENERS 2" /- FINISHED GRADE 1.0' RAIL MOUNTING FLANGE LIFTOUT CHAIN 3.0' MIN ANIT-SIPHON VALVE, PVC (IF REQ'D) TOP HOLDDOWN RISER PIPE ELEV 226.5± 2" HI-MOL POLY FORCE MAIN TO CATCH BASIN 1 1/4" BRASS MIP x IPS COMPRESSION FITTING WITH STAINLESS STEEL STIFFENER ELEV 225.5± HIGH WATER "ALARM" LEVEL (SHALL BE A MIN OF 6" BELOW INVERT OF SEWER INLET) PUMP "ON" LEVEL ELEV 224.5±� - RAILS DISCHARGE PIPE a SWING CHECK VALVE d & DISCONNECTASSY DISCHARGE CASE T GRINDER PUMP 1.90' SEE NOTE 1 d � ANTI -FLOATATION PLATE OR FLANGE. ADEQUATE 'd ° CONNECTION OF CONCRETE TO PUMP BASIN. 1.0' d CONCRETE 95% COMPACTED CSBC ANTI -FLOTATION BASE CITY INSPECTION REQUIRED PRIOR TO BACKFILL NOTES: 4.00' 1. BARNES SERIES SGVF 2 HP SUBMERSIBLE GRINDER PUMP OR APPROVED EQUAL IN 36" DIAMETER, 6' DEEP PVC RIBBED -PIPE PUMP BASIN W/ 2" PVC DISCHARGE PIPE. TO ORDER: CONTACT THE FOLLOWING BARNES PUMPS AUTHORIZED DEALER: PACIFIC PLUMBING SUPPLY CO. 7115 WEST MARGINAL WAY SW SEATTLE, WA 98106 206.762.5920 2. 33.4 CUBIC FEET IS REQUIRED FOR THE CONCRETE ANTI -FLOTATION BASE. 3. ELECTRICAL CONTRACTOR TO PROVIDE/RECOMMEND NEMA 4X ALARM PANEL CABINET W/ RED LIGHT AND ALARM PER MANUFACTURER, 100 DB MIN. PROVIDE EMERGENCY GENERATOR POWER BY TRANS GENERATOR AUTOMATED SYSTEM OR PORTABLE GENERATOR SYSTEM APPROVED BY OWNER. 4. A BATTERY -OPERATED BACKUP POWER SUPPLY FOR THE ALARM SYSTEM IS REQUIRED. 5. CONTROLS SHALL AUTOMATICALLY RESTART AFTER DISRUPTIONS IN POWER SUPPLY. 6. THE SEWER PUMP DISCHARGE LINE SHALL BE PROVIDED WITH AN ACCESSIBLE CHECK VALVE AND GATE VALVE WITHIN THE TANK. 7. A 4" CLEANOUT IS REQUIRED ON THE GRAVITY SEWER LINE BETWEEN THE BUILDING AND THE GRINDER PUMP. PROVIDE 5' CLEARANCE BETWEEN HOUSE AND PUMP CHAMBER. 8. USE EXPANSION FITTING TO INCREASE PIPE DISCHARGE LINE TO 2" DIAMETER PRIOR TO EXITING THE PUMP BASIN. PUMP BASIN 3 SCALE: NTS 1 2 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED ,V/7ye '4"5/06/2022 BY.. CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 G GUIL 4. o� WAs�r l� F� • 25385 1 STEg 1 �`SIONAL Q Q Q H H H z CID CID O m Ln Ln D w w Ln LLJ O Q a a a r-I r-I N Q CD CD � N M r- CD r-I CD Y DESIGN: BJL DRAWN: ATD CHECK: JPU JOB NO: 21125.20 DATE: 1 2/03/21 RESUB N Mar 22 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W 0 LL LIJ 1 (D 3:� W 0o N W � U Q 0 Z Q 0 cl Z Q ONa I. LJ P, V) 0 LL cV Z W Y cV 0 F- o Lo Q W W 0 a Y W W SHEET: C4.2 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS