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APPROVED STM ENG PLN RESUB2 BLD2023-1534+Civil_Plan+7.23.2024_4.05.16_PM+4396657LEGAL DESCRIPTION EDMONDS SEA VIEW TRACTS BLK 000 D-08 - LOT A OF CITY EDM SP S-38-85AF NO 8607240221 & BEING PTN LOT 46 EDMONDS SEA VIEW TRCTS SITE DATA SITE ADDRESS: 18809 84TH AVE W, EDMONDS, WA 98020 TAX ACCOUNT NO.: 00434600004608 GROSS SITE AREA: 0.31 ACRES OWNERAPPLICANT SURVEYOR SECTION 13, TOWNSHIP 27 N. RANGE 3 E, W.M. SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM GENERAL NOTES LANDSVERK QUALITY HOMES INC. PACIFIC COAST SURVEYS, INC. RE34R "P SET 10('S) ON 24113 56TH AVE W P.O. BOX 13619 PROPERTY L MOUNTLAKE TERRACE, WA 98043 MILL CREEK, WA 98082 D. ',;s1 f.? E; �F CORt,£q '^ 425.512.7099- iQ' UTILITY EASEMENT m' - - - A.F.8607240221 CIVIL ENGINEER GEOTECH �+ -- SDA01 JR41=259.19 OMEGA ENGINEERING, INC. COBALT GEOSCIENCES, LLC. E 36" oMP -~ JOSEPH SMEBY, PE P.O. BOX 82243" 2707 WETMORE AVE. KENMORE, WA 98028 I �` EVERETT, WA 98201 425.387.3820 F: 425.259.1958 DATUM NAVD 88 BENCHMARK FOUND CATCH BASIN AT INTERSECTION OF PRIVATE ASPHALT DRIVEWAY AND 94TH AVE W. ELEV.=251.55' i Uj LU m i b" I LEGEND o SET 1/2" X 24" REBAR W/CAP STAMPED PCS 37536" O EXISTING REBAR W/CAP, AS NOTED X SET NAIL AND WASHER STAMPED "PCS 37536" A EXISTING NAIL AND WASHER AS NOTED OFOUND CONCRETE MONUMENT AS NOTED RIGHT OF WAY CENTERLINE STORM DRAIN MANHOLE ❑ CATCH BASIN EDICV IRRIGATION CONTROL VALVE OH.B• HOSE BIIB ® WATER METER SO SANITARY SEWER MANHOLE ❑ TELEPHONE RISER -0- UTILITY/POWER POLE a POWER VAULT ❑A POWER TRANSFORMER Zone IRS-1 0 Corner Flag _ Setbacks: Required Actual Front 18., 25', Sides 10' Rear EXISTING SOIL & VEGETATION NOTE: THE EXISTING SOILS ON THIS SITE WERE FOUND TO BE VASHON GLACIAL TILL WITH NO WATER ENCOUNTERED AT 10 FEET. THE EXISTING SITE CURRENTLY CONSISTS OF PASTURE. LOT COVERAGE: LOT AREA = 13,775 SF (0.31 AC) LOT COVERAGE = 3,647 / 13,775 = 26.5% MAX LOT COVERAGE = 35% AVG. LOT SLOPE: 13% IMPERVIOUS SURFACE CALCS PROPOSED SFR: NEW DRIVEWAY ROAD WIDENING HEIGHT CALCS A = 261.60 B = 257.10 C = 263.75 D = 267.10 AVG. ELEV. = 1049.55/4 = 262.39 LL jej 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) OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING - 2023 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY AND MUNICIPAL CONSTRUCTION UTILITIES MAY REQUIRE A SEPERATE PERMIT. - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2019 DOE MANUAL) 1 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS 986�8'oo"w s° M '� 1 ° REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED T' 95.00' _ OTHERWISE ENTION EasEMENT PER -'� x W.° `- - 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER A.F.#8607240221=Nj = EAR ,ICAP s7PI CONSTRUCTION IS IN PROGRESS. 0.0'(S) AT v0R?vER 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF cDFM �4.3? I RECORD AND THE LOCAL GOVERNING AUTHORITY. ' Ivy; MID,, AD 5. THE PROJECT CIVIL ENGINEER SHALL RECORD ALL APPROVED DEVIATIONS 0 20 40 HORIZONTAL SCALE 3,840 SF 670 SF 406 SF 4,916 SF DRAWING INDEX 1) PROJECT COVER SHEET 2) SWPPP 3) SWPPP DETAILS 4) DRAINAGE & GRADING PLAN 5) UTILITIES 6) DETAILS 1) MAILBOX PLAN T- FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE tR R__26649 DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ,E 6" PsCj'VV �.26;. 19 ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE 5 ` I ` � •,. �_ � s:_���;_� CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING IF 4� PVC(5"; _i6J'29 OCCUPANCY/FINAL PROJECT APPROVAL. 4" P VC,� L)--260.30 lie 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK \ 00434600004609 INFORMATION. 18 \ \ PROP. sFR OUTDOOR UNIT \ 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON ' (3,840 SF) OF DUCTLESS \ HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM _= HEAT PUMP \ \ AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED i \ 004346003704601 ''� \ \ \ \ APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE r 00434600004608 00 J \ \ \ \ RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE /. TP-1 m; o \ \ ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER / / f z \ \ \ AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL { ✓.co j \ VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LAB: 263.00' �'` 1 1 EV READY PARKING LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW .R: 273.16'' / SPACE REQUIRED PER UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE f ECDC 17.115 COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED -�' IMMEDIATELY OF CONFLICTS THAT ARISE. GARAGE SLAB m r 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING �' ® DR: 26.7.'�5' r,n o f CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES f - - REVISED 05.15.2017 LOCATION SERVICE (1-800-424-5555) AT LEAST 48 ` HOURS PRIOR TO CONSTRUCTION. A F ; 861112€I370 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S 4 j REPRESENTATIVE OF ANY DISCREPANCIES. e� ifs. • 4 �: , �_ STAMP[[) ":587; 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. ._.... 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT ROP. &ONcI }� WHERE APPLICABLE /W. (670 SF) h n , . ( ) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT E -`� _ - - _... - - - _ COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE Ex. RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. SFR EX. SFR 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR Do434s000a4so4 PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (I.E. HEAVY EQUIPMENT, STOCKPILING). INSPECTION REQUIRED 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON PRIOR TO BACK FILL 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. PUBLIC UTILITY PURVEYOR INFO. 1) SNOHOMISH COUNTY PUD 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND 425.783.1000 LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR 2) PUGET SOUND ENERGY EXISTING SITE FEATURES. 1.888.225.5773 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. 3) WATER AND SEWER: CITY OF EDMONDS 425.771.0235 FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES 4) STORM: CITY OF EDMONDS 425.771.0235 AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE 5) FIRE: CITY OF EDMONDS FIRE DEPT. INDICATED ON THE PLANS. 425.771.0215 6) PHONE: ZIPLY FIBER 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN 866.669.4759 OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS 7) CABLE: XFINITY/COMCAST OTHERWISE APPROVED BY THE ENGINEER. 800.934,6489 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DETENTION SYSTEM, UNLESS NOTED OTHERWISE, THE CITYS PUBLIC WORKS OPERATIONS AND 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL MAINTENANCE DEPARTMENT TO FABRICATE FIRE/AID ADDRESS SIGN AND/OR STREET CONNECTED TO THE DRAINAGE SYSTEM IN THE RETENTION EASEMENT. ADDRESS SIGN. THE CONTRACTOR/OWNER SHALL CONTACT THE ENGINEERING DIVISION BY EMAIL AT ENGINEERINGPERMITS@EDMONDSWA.GOV TWO WEEKS IN ADVANCE OF THE REQUESTED SIGN FABRICATION. Applicant shall repair/replace.all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. REFER ALSO TO: STORM DRAINAGE REPORT PREPARED BY JOESPH M SMEBY ENGINEER, DATED 7/23/2024 AND APPROVED 8/15/2024. ENG2024-0187 - ROW PERMIT ENG2024-0185 - SIDE SEWER PERMIT ENG2024-0186 - WATER METER 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF. KOBLYKOEDMONDSWA. GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. SITE VICINITY MAP SCALE: 1" = 2,000' 22. 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. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR 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. 30. 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. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. 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. 33. 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. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. 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. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE ETHAFOAM 20 CUSHION AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITYENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION APPROVED BY PLANNING Aug16 2024 BLD2023-1534 • APPROVED FOR CONSTRUCTION r CITY OF EDMONDS Know what's below. ENGINEERING DIVISION DATE: APPROVED AS NOTED Call two business days before you dig. Jd1. Wi ,mt 08/16/2024 BY- vv CITY ENGINEERING DIVISION o F- d U 011111 co z O 0 5 W o z O > W V) '- w 0 � c� w � w of re z � N �1111111 11 m y' Cie , or ` W W 2 (n W 0 Q C LO O � N WW -F-+ 4- W CV W Z Wz W zz LU ()a Z W 0 a 0 co m Z Z W �0 nI QZ W ch 1..` LL o ° W Z (� ZO w z o W 0 Z U_ O O Z RES U B �_ ° " Jul 23 2024 0 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROJ. NO. DSN. BY: 23-0406 R. R. DATE: 4/4/24 SCALE: ill =20' DRAWING NO. 1 OF 6 Height zo L4 IrH AVE SFR m 1 SECTION 13,11 TOWNSHIP 27 N, RANGE 3 Ej W.M. 4 38 7" AT CCRN R, FENCE ----------------- — v \ \ V air dui-: ,Cit:11?Ca es�iE,Y'':'«�a✓�. FA40 ®ICT \� © \`y �i A. •£y —.—_.......... .-.....-.._..._...__.............. .--_.._...........„„—.. GF, `i fi: J Q V}GA•`a3 C'L+ • l .i+J. 1 J i Ct d p < t 13�3L ii9 INSTALL SILT FENCE (PER STD. DET. 900 SEE DET. SHT. 3) ^ 1 (BMP C233) EX. SFR I. _.. _...�.. EX, b- [�C tiv€''7RI : ff- S""pW�ER DS c a i EX. 8' DI INA T ER LINE IS C! iY RECORDS { 2 I zh. trt CE Ui.i3'S4�^'�•.`_p4E !. I Cp Z r I STORM ORM �`�ATE L.'N E R n CO Z5 W ( , ° CITY RECORDS f j w > I i' NLET PROTECTION IEX, MAILBOX PER STD. DET. 902 = r' ! I' I :' �'�'�, s__ .....__- EE SHT. 3)(BMP C22C 12' j{+lief 419 L: z I ,.: > .35 z.-.--...z• °0,WER PRIVATE ACCESS a ND FiiNvE" 0, N) 4 J . f.'" Jqu?'�5J)=249,6i CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE —CONSTRUCTION MEETING THROUGH MYBUILDINGPERMIT.COM AND EMAIL ENGINEERINGPERMITS@EDMONDSWA.GOV 2 DAYS NOTICE IS REQUIRED. 2. CALL 811 FOR UTILITY LOCATES. 3. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 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. 6. REMOVE ON —SITE PORTIONS OF EXISTING ROCKERY. 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 PER CITY STANDARD DETAIL SD--642 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 INSPECTOR. JfE T , ae t; l; Tf LIMITS OF CLEARING f / MARK W/ORANGE FENCING r 11 / I fl 1 (BMP C103) (11,700 SF) Ji TP-2 r, G.ONST. ENT. (STABILIZE . E f f I x I -CRUSHED ROCK OR — - - f TOPSOIL f r ,QUARRY SPACES) / SEE NOTE ' _2 `(SEE DET. ER-901 SHT. 3) (BMP C1.?05) LI —..... 2....m.. ' i s t�ilij;s`.,J: � ••%_• C•�),_:• �C1.i C:' T'til&! C.rtScMEW 1' l STOCKPILE ~ /n_F.'35? ff, f !SEE Nam JJ. :s^ate PEaw V4Afv , `1 25' i.J 3.�+�F'4:4F6' ii ,� UI i K R W FO��7'`........ 5 i ' 1 X-_ X X.` k SIA��R}:%� N3c�917 3 E 1� I ., MISC. NOTES: 1. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 SWMMWW BMP T5.13. 2. CONTRACTOR TO 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. EX. s SFR *TOPSOIL/STOCKPILE NOTE: PILES ARE TO BE COVERED W/ PLASTIC SHEETING (BMP C123) WITHIN 24 HOURS. EXPOSED SOILS NOT WORKED WITH FOR MORE THAN A 2—DAY PERIOD FROM OCT 1ST — APRIL 30TH SHALL BE COVERED. CONTRACTOR TO INSTALL SILT FENCING (BMPC233) ALONG DOWNHILL PERIMETER OF CLEARING LIMITS. EX. SFR LEGEND m i I• i m CLEARING LIMITS X SILT FENCE Q CATCH BASIN (CB) INLET PROTECTION GRADING QUANTITIES: CUT = 250 C.Y. FILL = 250 C.Y. GRADING QUANTITIES CALCULATED USING AUTOCAD GRID SUBTRACTION METHOD COMPARING EXISTING GRADE TO FINISHED GRADE. NOTE: — FILTER SOCKS WILL BE ADDED TO ANY CATCH BASINS DOWNSTREAM FROM THE CONSTRUCTION SITE. — STOCKPILE IS TO BE COVERED WITHIN 24 HOURS. — 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. — CONTRACTOR TO INSTALL WATTLES AS NEEDED TO PROVIDE FLOW CONTROL DURING CONSTRUCTION. HAUL ROUTE NOTE: LEFT ONTO 94TH AVE W, SLIGHT RIGHT ONTO 190TH PL SW, THEN LEFT TO OLYMPIC VIEW DRIVE, LEFT ONTO PUGET DRIVE, CONTINUE EAST ON SR 524 TO 1-5. FOR HAULING WITHIN THE DOWNTOWN AREA, SINGLE TRUCKS SHALL BE USED (NO TRAILERS). N e / o 0 20 40 Know what's below. Call two business HORIZONTAL SCALE days before you dig BLD2023-1534 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED Jd] dl.. ",mt 08/16/2024 BY: vv z z LLI Llj� O O c) w w 3 55 w w w Lj DO!x af af in n I- rY z cn r) N �11111111 EA I rm 1 1, Q 00 LU M O . N N F— LU of W Q LU N V az WE W Ez LU O Z W 0 �- C7 U z W CO > , w ry Z co LL T.H �y 0 w z VJ 0'�� �- W W z T L- Z � Z ESUB 0 ° t1_ N it 23 2024 U FY OF EDMONDS _OPMENT SERVICES DEPARTMENT PROD. NO. DSN- BY: 23-0406 R.R. DATE: 4/4/24 SCALE: ill = 20' DRAWING NO. 2 6 OP CITY ENGINEERING DIVISION 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL I 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 TO SUPPORT FILTER FABRIC BURY BOTTOM OF FILTER MATERIAL 8" TO 12' 94TH AVE SFR SECTION 13, TOWNSHIP 27 N. RANGE 3 E, W.M. NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE FILTER FABRIC FENCE JANUARY 2018 f CITY OF EDMONDS FILTRATION SYSTEMS PUBLIC WORKS STANDARD 1V� DEPARTMENT DETAIL APPROVED BY: R. ENGLISH ER--900 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT S ego CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (TYP) '1N NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE --THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL. ER-902 .LS k TH IN DE FULL WIDTH GRESS/EGRESS DERAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O2 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLFANOUT 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.INSPEC11ON 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 STABILIZED CONSTRUCTION JANUARY 2018 CITY OF EDMONDS ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t �$gQ APPROVED BY: R. ENGLISH E R — 9 01 View Lookinq Upstream A 1s" 12' (0.5m)i A .I (150mm) I� Note: Key stone into channel banks and extend it beyond the abutments a minimum of 18" (0.5m) to prevent flow around dam. __—. A i 24' (o.a) W)' 4 1 8•R4m, Spaeing Between Check Darns 'L' = the distance such that points 'A' and'B' are of equal elevation. c 0,. I Point �. I Point 'A' » li NOT TO SCALE Rack Check Dahl I DEPARTMENT OF1 Revised June _ - ----- - ECOLOGY' Please see hfW,,11www.eey.wa.gov/copyrighthtmi for copyright notice including permissions, State of Washington; limitation of liability, and disclaimer. 2019 Stormwater Management Manual for Eastern Washington Chapter 7- Page 867 CONTOUR LINE ANGLE TERMINAL IFS END UPHILL 24" TO 48" TO PREVENT FLOW G��JP AROUND WATTLE (TYP) WATTLE TRENCH, SEE NOTE 2 2" MIN - STAGGER OVERLAPS �QP5" M z (TYP) - 2"x2"x24" UN -TREATED iv WOODEN STAKE (TYP) /- AREA AVAILABLE FOR SPACING VARIES SEDIMENT TRAPPING SEE WATTLE SPACING (TYP) TABLE (TYP) �::'• i `WATTLE (TYP) / SEE DETAIL 2"x2"x24" UN -TREATED WOODEN STAKE (TYP) 1 3" MIN _4" MAX 8" DIAMETER WATTLE SPACING TABLE SLOPE MAXIMUM SPACING 1H:1V 10'-0" 2H:1V 20'-0" 3H:1V 30'-0' 4H:1V 40'-0' >4H:1V ONE RUN ONLY NOTES: 1. COMPOST WATTLES RECOMMENDED 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 BE 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 `CITY OF EDMONDS WATTLE INSTALLATION JANUARY 2018 PUBLIC WORKS STANDARD DEPARTMENT DETAIL l _ r- s APPROVED BY: R. ENGLISH E R "- 9 0J' 'A I I Infixx n I o �- C. I � Z w I � Z LLJ � Z w U o W C U Q > w cr, LIJ > w Of LD > w M z to LU Q r- \ (0 \ rn (i aaa < 00 Cr)0QoM 0 (3?N to LO W w +- W o> � w N 0 a Z Z W U) / w M w LL = Z 0 (D C%) 0` � � G W LL O _ � LL 0 0 0m ES U 6 0 �_ ° N F Know what's below. Call two business ul 23 2024 days before you dig.— ITY OF EDMONDS ELOPMENTSERVICES DEPARTMENT BLD2023-1534 PROJ. NO. DSN. BY: APPROVED FOR CONSTRUCTION 23-0406 1 R.R. CITY OF EDMONDS DATE 414/24 ENGINEERING DIVISION SCALE: DATE: APPROVED AS NOTED N.T.S. jell tV4041,,e z 08/16/2024 DRAWING NO. BY: VV CITY ENGINEERING DIVISION 3 OF 6 CB #1 NOTES CB #1 SHALL BE CUT IN TO EXISTING OUTFALL PIPE FROM THE EXISTING ON -SITE DETENTION SYSTEM WITHIN THE EASEMENT SHOWN. LOCATION SHALL BE APPROXIMATELY 10' NORTHWEST OF THE EXISTING SDMH SHOWN ON THE PLAN. IE PROVIDED IS APPROXIMATE AND CONTRACTOR SHALL VERIFY THE IE PRIOR TO INSTALLING SDMH ##2, THE 36" DETENTION PIPE AND THE OUTFALL PIPE FROM SDMH #2. CONTACT THE DESIGN ENGINEER IF THE INVERT ELEVATION OF THE EXISTING PIPE AT THE POINT OF CONNECTION IS ABOVE ELEVATION 254.75, / { f - I � EX, 8" C'ONICRET_E SE'WE { I LINE r E C:TY t_CORD< a ...�. I- _s" DI WA�..I:_:R ._<NE �� ,._ i::.R GI s Y t I EX_ B„ CONCRETE ,° _ ST'ORIu� WATER , PEI � WI `... �; _+NE C� € f F�C�,�:RDJ wm 94TH AVE SFR SECTION 13, TOWNSHIP 27 N. RANGE 3 El W.M. E.X. PVC €NNE C ; 1 TO CB IN 94TI-1 AVE: W. R,;`W�i CB #1 TYPE I SEE NOTE - - RIM=257.5f (SOLID LID) IE=254.75t SEE NOTE k . µt m........._..._ m........ _._..... _ _T. � � 4"­ PVC _ ..w... -- --- --------- �- '-.. .FOOTING'GRAIN QB _OCATION SURVEYED., - - - 23 LF 6" PVC o ...__ ... �CONNECT101 �Icv MEASURE �O��aN5 N0- f PROVIDED. S=0.0100 ft/ft iw 13 LF'` 6" PVC ❑ S=0.0156 ft/ft . SDMH #2. TYPE II-54" CONTROL STRUCTURE0- � r RIM = 260.0 € IE = 254.98 (N,S) .� �� x•-AS � Er,,ID rj; �,P�- UrAS ' PO ._ 4.. PRIVATE ACCESS _,r t 03 . i I r,,• - - / l IE - 258.0 (E) SDCO IE=258.25 Ex. SHED 40 LF 36" HDPE 6" INSPECTION PORT 67 LF 6" PVC S=0.0156 ft/ft AREA 'A' _ 7,500 SF FOOTING DRAIN - YARD DRAIN RIM=261.50 IE=259.50 ROAD WIDENING , (406 SF)" N ONE r 40 LF 6" PVC / Sl60.0875 ft/ft YARD DRAIN (TYP.) (W/TRAFFIC RATED LID) RIM-265.00 (MATCH EDGE OF PAVEMENT) IE-263.00 >. ri �: , � D IN HE 7 €ZI�?T B _Ok A I E T P Rik,., i I % FIELD. NEC�IQIN r D 20 40 F HORIZONTAL SCALE COV ID PORCH I SDCO OUTDOOR UNIT OF DUCTLESS (3,840 SF) F' IE=258.45 ) HEAT PUMP d TP-1 S& TH END 0 P1PI '-O t 1 j E s OCAT ,,,,ALL) NOT` u / IN THI_ FIELD. BSMNT fIN. SLAB: 263.00' 1 UPR/ SUBFLR: 273.16' TP--- 2 GARAGE SLAB ® DR: 26735' .. ........ DEV. {FLOW ARROJ IF j i S • f - 3 PROP. CONE I Dew. (670 sF) i coNCRETE I �4 - '` -,-- BERM - EX. SFR € EX. SFR BASIC SOIL AMENDMENT NOTES 1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF TEN PERCENT DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT (BASED ON A LOSS -ON -IGNITION TEST) IN TURF AREAS, AND A pH FROM 6.0 TO 8.0 OR MATCHING THE pH OF THE ORIGINAL UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE, 2. PLANTING BEDS MUST BE MULCHED WITH 2 INCHES OF ORGANIC MATERIAL. 3. QUALITY OF COMPOST AND OTHER MATERIALS USED TO MEET THE ORGANIC CONTENT REQUIREMENTS: a. THE ORGANIC CONTENT FOR "PRE -APPROVED" AMENDMENT RATES CAN BE MET ONLY USING COMPOST THAT MEETS THE DEFINITION OF "COMPOSTED MATERIALS" IN WAC 173-350-220. THIS CODE IS AVAILABLE ONLINE AT: HTTP: //WWW.ECY.WA.GOV/PROGRAMS/SWFA/FACILITIES/350.HTML COMPOST USED IN BIORETENTION AREAS SHOULD BE STABLE, MATURE AND DERIVED FROM YARD DEBRIS, WOOD WASTE, OR OTHER ORGANIC MATERIALS THAT MEET THE INTENT OF THE ORGANIC SOIL AMENDMENT SPECIFICATION. BIOSOLIDS AND MANURE COMPOSTS CAN BE HIGHER IN BIO-ABAILABLE PHOSPHORUS THAN COMPOST DERIVED FROM YARD OR PLANT WASTE AND THEREFOR ARE NOT ALLOWED IN BIORETENTION AREAS DUE TO THE POSSIBILITY OF EXPORTING BIO-AVAILABLE PHOSPHORUS IN EFFLUENT. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANS NATIVE TO THE PUGET SOUND LOWLANDS REGION. b. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIALS AS DEFINED ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND MEETING THE CONTAMINANT STANDARDS OF GRADE A COMPOST. 4. AMEND DISTURBED SOIL ACCORDING TO THE FOLLOWING PROCEDURES: a. SCARIFY SUBSOIL TO A DEPTH OF ONE FOOT. b. IN PLANTING BEDS, PLACE THREE INCHES OF COMPOST AND TILL IN TO AN EIGHT -INCH DEPTH. c. IN TURF AREAS, PLACE TWO INCHES OF COMPOST AND TILL IN TO AN EIGHT -INCH DEPTH. d. APPLY TWO TO FOUR INCHES OF ARBORIST WOOD CHIP COARSE BARK MULCH, OR COMPOST MULCH TO PLANTING BEDS AFTER FINAL PLANTING. ALTERNATIVELY, DISTURBED SOIL CAN BE AMENDED ON A SITE -CUSTOMIZED MANNER SO THAT IT MEETS THE SOIL QUALITY CRITERIA SET FORTH ABOVE, AS DETERMINED BY A LICENSED ENGINEER, GEOLOGIST, LANDSCAPE ARCHITECT, OR OTHER PERSON AS APPROVED BY CITY OF SULTAN. 5. STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER AND DEPTH REQUIREMENTS BY FOLLOWING THE PROCEDURES IN METHOD (4) ABOVE. 6. IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE ORGANIC MATTER AND DEPTH REQUIREMENTS. MORE THAN ONE METHOD MAY BE USED ON DIPADRENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. IF EXISTING TOPSOIL IS STOCKPILED AND REPLACED IN AREAS SHOWN IN THE LEGEND, TESTING WILL BE REQUIRED PER NOTES 1, 4 & 5 ABOVE. FLOW CONTROL 4.5" STRUCTURE NON -SHRINK PVC PIPE* V-0 CONTROL DEVICE ASSEMBLY TO BE COUPLING PVC REMOVABLE FROM (OPTIONAL) STUB A INSIDE THE FCS SET SCREW TO PREVENT ROTATION -L INVERT* GASKET (TYP) PVC PIPE PVC ADAPTER* W/ CROSS DOUBLE GASKET AND ADHESIVE BONDED SAND FINISH ON EXTERIOR. MIN 7" LONG DRILLED ORIFICE CAULK SPACE BETWEEN IN PVC INSIDE PVC ADAPTER AND PIPE STUB CAP PLUG ORIFICE CONNECTION & DIAMETER=0.5" CONTROL DEVICE DETAIL A CONNECTION AND 0' LADDER OR HAND HOLDS CONTROL DEVICE POLYPROPYLENE (SEE DETAIL A) 1� OUTLET PIPE ALLOWABLE OUTLET LOCATION - (180' to 315') FINISHED GRADE V-NOTCH WEIR (NOT NEEDED) OVERFLOW ELEV=257.98 SUPPORT (2 REQ'D) I- - I E=254.98 CONTROL DEVICE SEE DETAIL A CATCH BASIN TYPE II PER COE STD DTL SD-300 ADDITIONAL ORIFICE (NOT NEEDED) I E= 254.983 40 LF 36" HDPE S = 0.00% q EL.=257.98 PVC PIPE CONTROL STRUCTURE DATA OVERFLOW ELEV. 257.98 ORIFICE DIAMETER 0.5" ORIFICE ELEV. 253.98 IE OUTLET 254.98 CINCH ANCHOR WIRE ROPE CLIP (SS) DEFORMED 3/8" STEEL ROD (SS OR ALUMINUM) LENGTH TO FIT °i PVC PIPE & CROSS FLOW CONTROL STRUCTURE PIPE SUPPORT DETAIL B -'"-54"-"I FLOW CONTROL STRUCTURE SHOWN W/ TYPE 2 CATCH BASIN (DETAILS A & B SHALL APPLY TO ALL DESIGNS TES: WHERE A SHEAR GATE WOULD OTHERWISE APPLY) * SPECIFIC DESIGN INFORMATION AS INDICATED ON APPROVED CONSTRUCTION DRAWINGS. INVERT OF DETENTION PIPE IN STRUCTURE SHALL BE EQUAL TO OR HIGHER THAN THE INVERT OF THE OUTLET PIPE. PRIVATELY -OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY. TYPE 2 CB W CONTROL STRUCTURE DETAIL N.T.S. PROJECT SITE CATEGORY: CATEGORY 1 DISCHARGE LOCATION: CITY'S MS4 (MUNICIPAL SEPARATE STORM SEWER SYSTEM) TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN & LANDSCAPE 7,500 ON -SITE AMENDED SOIL SFR ROOF 3,840 PERF. STUB OUT CONN. & DETETNTION TANK DRIVEWAY 670 DETENTION TANK AMENDMENT NOTES CONTRACTOR SHALL REFER TO APPROVED LANDSCAPE PLAN TO DETERMINE WHICH AREAS WILL BE TURF OR PLANTING BEDS AND AMEND AS REQUIRED, AMENDMENT WORK SHALL ONLY BEGIN ONCE THOSE AREAS TO BE AMENDED HAVE REACHED FINAL GRADE AND WILL CLEARLY NOT BE IMPACTED BY ANY OTHER SITE WORK. REFER TO SHEET 6 FOR DETAIL. LEGEND (SEE NOTES) AREA OF SOIL AMENDMENT PER BMP T5.13 (4,641 SF) 6" INSPECTION PORT EX. GROUND DETENTION PIPE DETAIL N.T.S. NOTE: DRIVEWAY SLOPES SHALL NOT EXCEED 14% SLOPES. NOTE: A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVABLE SURFACES AND 1' OF COVER UNDER LANDSCAPED AREAS. PVC =258.0 P RISER=257.98 --LOW IE=254 98 m 1 ! 1 Icmd,I01 o 1- z Ld V) z LJ z bi U U) 0o U 0 U 0 U LLJ > w w 5 w w j LLJ o n z N V) W Q I� to n aaaa W CD (D Z Z � Q Q< 0� Q � Q Q O Lp 0 M CV LU Lu +r r,w o W N 4zz �6 z Wre 2UA z oG W Z e ORIFICE e 0 a ELEV.=253.98 Z 3 I I SDMH #5, TYPE 2-54" i Q � Q CONTROL STRUCTURE > ca W (SEE DET. THIS SHT.) < Z cry � � � w T ..L U)0 U z U LL +/ 0 H ® Cy) W LL z 0 0 RES U B ° o Know what's below. Jul 23 2024 I- °- Call two business CITY OFEDMONDS 0 B�•d� arA lJ DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION PROJ. NO. 23-0406 DSN. BY: R.R. CITY OF EDMONDS DATE: � ENGINEERING DIVISION 4/4/24 SCALE: APPROVED AS NOTED DATE: 20° 08/16/2024 vv BY: DRAWING NO. d 6 CITY ENGINEERING DIVISION 4 of Ir H AVE SFR SECTION 13, TOWNSHIP 27 N. RANGE 3 E,,, W.M. o WATER SERVICE FROM MAIN TO METER TO BE INSTALLED BY CITY PUBLIC WORKS. LOCATION OF WATER METER BOX TO BE INSPECTED IN ADVANCE OF REQUESTING TAP ON MAIN. REQUEST METER BOX AND INSPECTION BY EMAILING ENGINEERINGPERMITS(a�-EMDONDSWA.GOV. N OTE: - ALL RESTORATION IN THE CITY RIGHT-OF-WAY IS THE RESPONSIBILITY OF THE DEVELOPER - LANDSCAPE IRRIGATION BACKFLOW ASSEMBLY WILL BE LOCATED ON PROPERTY AS SHOWN - THE 6" CLEANOUT AT THE PROPERTY LINE SHALL HAVE A 12" CAST IRON LAMPHOLE COVER WITH 1 /2" HEX BOLTS AND A PICK HOLE AND CONCRETE PAD CONSISTENT WITH CITY STANDARD DETAIL SS-200.(SEE SHEET 6.) - CITY OF EDMONDS WATER DEPARTMENT WILL INSTALL 1" METER. - THE DEPTH OF THE EXISTING SIDE SEWER STUB FOR THIS PARCEL IS APPROXIMATE AND BASED ON INFORMATION AVAILABLE FROM CITY RECORDS. CONTRACTOR SHALL LOCATE THE STUB BEFORE CONSTRUCTION BEGINS AND NOTIFY THE ENGINEER IF ANY VERTICAL OR HORIZONTAL ISSUES RESULT FROM THE ACTUAL LOCATION IN THE FIELD. SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM W EX. SFR NI f €. 1-`ER R :: €'f � CRDS -ER IINE [ . PER CITY R€'~C0RD, - ; ? . 8, DN R i ri-•-- ci> z �, a ! Or'. �t%TER 1_ N PER Li.l m > t I I is L.X. MAIC11_3BOX APPROX. LOC. OF EX. i;V=:25a5 ....... 1, oLo !r.3� .....`___.__ 6" PVC SEWER LINE ..._ ....._ ...r f •- t2 [��' � li'-2f9,2•`� PER PERMlT N0. 7549 ij _._ .�s-------- =_---- I' s 3 e zr<;.Fc.< �, I PRIVATE ACCESS MIN. F... x __— ............... 3 PROP. 1r TUE,w END rr 4rR.,.-" WATER METER Of PRO�p" t.i... ENfFN 0 . ENtf, i•.L':e�� t f..:J If3Y"�.FJ f.J• . ... ` 12" R n( )=2d.s.51 I EX. SFR i IRRIGATION NOTE: INSTALLATION OF AN IRRIGATION SYSTEM REQUIRES COMPLIANCE WITH WASHINGTON STATE LAW (WAC 245-290) AND EDMONDS CITY CODE CH. 7.20. THESE LAWS REQUIRE THAT ALL IRRIGATION SYSTEMS HAVE APPROVED BACKFLOW PROTECTION. A CITY PERMIT IS REQUIRED PRIOR TO INSTALLING AN IRRIGATION SYSTEM. STATE APPROVED BACKFLOW ASSEMBLIES ARE REQURIED TO BE INSTALLED PER CITY OF EDMONDS STANDARDS, AND MUST BE TESTED BY A WASHING STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION, REPAIRS, RELOCATION, AND ANNUAL THEREAFTER: REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA) IMPROPER INSTALLATIONS OF A STATE APPROVED BACKFLOW PREVENTION ASSEMBLY OR FAILURE TO HAVE THE ASSEMBLY TESTED ARE GROUND FOR TERMINATION OF WATER SERVICE. *NOTE: W Q RESTORATION LIMITS TO BE DETERMINED BY CITY ENGINEERING INSPECTOR I RESAR RWIGAR SET 1.0 '(S) ON & (l: f €E. OF GOR ,'ER ......_......., ...._—^--....—._... ".e..._- , � '°^.., / \ . s`Z.E :tee. _• VvU1 D FENCER — .. ,,.. , ^; , \ \ �..,..._ � .� I T-.°1'1,f)NO RE "AR WICAP ST,�YPED — — .._. — — — — — — — � ~ 38 z 77 v AT CORNER. FENCE S191104 .Rit?=211 9,119 \ l~ "y \ ? I 63ICV \ u3 s"1; tt Lt7fiidt.l? a J •,�'�,� \ \ 0 M/0 Nil \ \ ' xE S /U(N,' 22603 19 6' 1P'VCSJ COV'D �� a SHED ' PORCH y, PROP. SFR I j \ OUTDOOR UNIT \ r OF DUCTLESS \ aI —# `TP-3 (3,840 SF) ?' HEAT PUMP \ ` C \ SSCO r \ RIM=262.50 IE=258.50 / r. ' TPN:00434600004609 BSMNT FIN. SLAB: 263.00' r SIDE SEWER CONNECTION PROP. 4' SIDE UPR, SUBFLR: 273.16' / SSE R LINEMIN f f TB 2 5� � � SSCID , RIM=259.00 GARAGE SLAB / IE=t256.00. (CONTRACTOR ® DR: 267,7.5' i f J TO VERIFY r�.. ROAD . ' ° PUD =4D.I IDISIF t&J-110IN EASEMENT WIDENING, ' : `•' th.f;t3 € 1120370 (406 SF) BACKFLOW 3 C a , r. <u_ s IRRIGATION 1> tTI;>` PED 77�' CONTROL � a , `00 OF I RWGR VALVE '� Q � 1 t'U:;°°D R. €��dR #� � .,; PROP.' cv4a , ..._ •.....-__ - mod. � ;�: 0 M1 RIM=258.9 "> IE=255.8t I CONNECT TO EX. SIDE / 1ROUND O SEWER (CONTRACTOR.! r'#�S uR G. ? VNI) TO VERIFY LOC.).,-t PROP. 202 LF 1 1 /2" POLYETHYLENE WATER SERVICE LINE TRACER HARE TO BE INSTALLED ON WATER SERVICE LINE A 6" CLEANOUT AT THE PROPERTY LINE SHALL HAVE A 12" CAST IRON LAMPHOLE COVER WITH 1/2" HEX BOLTS AND PICK HOLE AND CONCRETE PAD CONSISTENT WITH CITY STANDARD DETAIL SS-200 (SEE DET. SHT. 6). n [M PLOP coNc . ... DW. (670 €SF) �I 9 " �Pc — — — — — — — — — TPN:00434600004604 EX. SIDE SEWER CONNECTION SFR EX. CONCTRATOR TC INSTALL NEW SFR POWER, CABLE AND PHONE UTILITIES FROM EXISTING POLE ON EAST SIDE OF 94TH AVE W CONTRACTOR TO RESTORE TRENCH PER STND DET GU-400 (TYP.) WATER & SEWER INSPECTION REQUIRED PRIOR TO BACK FILL NOTES: — ALL FINAL RESTORATION WITHIN THE RIGHT OF WAY SHALL BE COMPLETED BY THE CONTRACTOR NOT THE CITY OF EDMONDS. — DRIVEWAY APPROACH SHALL NOT EXCEED 30' IN WIDTH FOR A 3—CAR GARAGE. — UTILITY PATCHES WITH LESS THAN 20 FEET OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. — EXISTING SEWER LATERAL IS PROPOSED TO SERVE THE NEW SFR. CONTRACTOR TO COORDINATE WITH CITY PUBLIC WORKS DEPARTMENT TO TV LATERAL TO DETERMINE IF IT CAN BE RELINED OR IF FULL REPLACEMENT IS REQUIRED. CONTACT ENGINEERINGPERMITS@EDMONDSWA.GOV TO SCHEDULE AN INSPECTION. — IF SEWER LATERAL IS DETERMINED TO NEED FULL REPLACEMENT, THE NEW CONNECTION WILL BE CORE DRILLED FOR CONNECTION TO THE CITY MAIN WITH A ROMAC SADDLE OR EQUAL. NEW LATERAL SHALL BE 6" PVC TO PROPERTY LINE. — IF EXISTING SIDE SEWER FROM THE CITY ROW TO THE PROPERTY LINE IS TO BE RE —USED, EXISTING SIDE SEWER WILL NEED TO BE TV'D Y THE CONTRACTOR AND VIDEO MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL TO RE —USE. A MINIMUM 3" HORIZONTAL SEPARATION AND 1' VERTICAL SEPARATION IS REQUIRED BETWEEN THE DR Y UTILITIES (POWER, GAS, PHONE, CABLE ETC.) AND SEWER, WATER, AND STORM AND 5' FROM ANY CITY MAIN LINES. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND PER ECDC 18.05.010 & 18.05.030. THE LANDSCAPE IRRIGATION BACKFLOW ASSEMBLY SHALL BE LOCATED ON PROPERTY AS SHOWN. 1 I @U_ e Know what's below. 0 20 40 Call two business HORIZONTAL SCALE Gays before you dig APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED BY: Jd1. Wkiv ",,mt 08/16/2024 CITY ENGINEERING DIVISION 7 V)(n� Z Z z w LEJ Z >M> > IMI � 0 0 0 U r w 3 w � � w o n � M N VEL .A ckotA W z J >N000m < 00 Lq 0 G° 01 Ln L0 IN 04 W W W W N o z W Z O a (D z Z W U) U) / < o�r _ Z W cy) (0O W Q T Z W z LL WZ LL O Oz O I- RES U 6 � ° N Jul 23 2024 U CITY OF EDMONDS :VELOPMENT SERVICES DEPARTMENT PROJ. NO. DSN. BY: 23-0406 R.R. DATE: 4/4/24 SCALE: 1"=20' DRAWING NO. 5 6 OF m 9 Ir H ALV E F R �'-1 I I k-k][1--1 : SECTION 13, TOWNSHIP 27 N. RANGE 3 E W.M. Z 0 U) V) 1= Z z �- 0. Ld W � o o � 2" x 2" WOOD/STEEL � v C LU w w PIPE ALLOWANCESLij a L1.1 FILTER FABRIC SECURED MAXIMUM TO 2" x 2" 14 GA � Z cLo PIPE MATERIAL T IAMEER r� N WIRE FABRIC EQUAL INSIDE D REINFORCED OR 12" PLAIN CONCRETE ��% IW. ALL METAL PIPE 15" v " j� j 0 M SEE APPLICABLE STANDARD DETAILS FEP,t- AND GRATE CPSSP' 12• a a a (WSDOT STD SPEC 9-05.20) SOLID WALL PVC 15" GRATE \/\ (WSDOT STD SPEC 9-05.12.(1)) PROFILE WALL PVC 15» Sry 3p, (WSDOT STD SPEC 9-05.12(2)) oa •• �2�fi NATIVE BACKFILL MATERIAL � "5� 4 2p., i I � � y �~ oW • 'tY -8 CORRUGATED POLYETHYLENE � FILTER SOCK WITH � ;� I yn S• STORM SEWER PIPE /( V OVER FLOW HOLES a P � {TYP} � ••i:1S �2 4", 6 OR 12" q FILTERI SOCK WITA. H 1 OVER FLOW HOLES + ' So I (TYP) FILTER FABRIC MATERIAL IN CONTINOUS ROLLS �- e <•. • CATCH BASIN USE STAPLES OR WIRE RINGS TO ATTACH NOTES: FABRIC TO WIRE ` RISER SECIION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE ° 2" x 2" WOOD/STEEL POSTS WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). fQ. _ 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE A3 FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER _ WIRE MESH FENCE k �\�FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY Q ' o - TO SUPPORT FILTER ? • TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT , a _ _� FABRIC ,L�° BE PLACED IN KNOCKOUTS. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS AND FRAMES, v ] 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. io N I BURY BOTTOM OF FILTER 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE w MATERIAL 8" TO 12" PIPE INVERT IS 5'-0". NOTES: 5' MAX 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION CATCH BASIN t i AND RISER SECTION SHALL NOT EXCEED 1 /2"/FT. 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN �.i..A THIS APPLICATION AT ALL TIMES DURING Q 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE CONSTRUCTION PERIOD. NOTES: a WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 2. ANY SEDIMENT IN CATCH BASIN INSERT 1. CONTRACTOR DEVELOPER SHALL MAINTAIN AND ENSURE PROPER SHALL IR REMOVED WHEN INSERT IS / {MEASUREMENT AT THE TOP OF THE BASE} ONE-THIRD FULL. EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON PRECAST BASE SECTION 8• VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" ALL EROSION CONTROL METHODS FROM VERTICAL EDGE OF CATCH BASIN WALL. 3. CITY INSPECTION REQUIRED ON ALL 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION EROSION CONTROL METHODS BEFORE ACTIVITY. BEFORE OTHER WORK CAN BEGIN OTHER WORK CAN BEGIN. ' REVISION DATE REVISION DATE m REVISION DATE F FILTER FABRIC FENCE JANUARY 2018 TEMPORARY JANUARY 2o1a CITY OF EDMONDS CITY OF EDMONDS JANUARY 2018 CITY OF EDMONDS br . FILTRATION SYSTEMS CATCH BASIN TYPE I SEDIMENT TRAP w o N 00 PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD PUBLIC WORKS FOR CATCH BASINS STANDARD Q N 00 rn DEPARTMENT DEPARTMENT DEPARTMENT DETAIL DETAIL D ETAI L st. 189� APPROVED BY: R. ENGLISH ER-900 Fst Ig9� APPROVED BY: R. ENGLISH SD-303 �s� ,...1g�0 APPROVED BY: R. ENGLISH ER-902 0 rn N Uj LLI z UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) DOWNSPOUT CLEANOUT (TYP) PER STANDARD W -� (SEE NOTE 1) AREAS (SEE NOTE 1) SLOPE DETAIL SD-619, SEE NOTE 1 O W a w Q i41 €i1e a�11 lf'3t3 ss s2 ! (MIN) i ; __ E. 10' MIN LEVEL TRENCH WITH N RESIDENCE £3s" I_ - PERFORATED PVC UNDERDRAIN PIPE a w=1 e UNDISTURBED p UNDISTURBED 1. CLEANOUT NATIVE VEGETATION �» Ilit N TURF/LAWN/LANDSCAPE I I • i_ ) WITH 45' ::� /\\�E.',,<. �•` \t/\ \/ i\\,' - .�" ER \l` � \ `' \\ \� . \ f._£ ,, �,_. : � � ;� I OBSERVATION PIP BEND AND A OSSERVA E � V /:\ \\� /\ 4�z/\j \ ; / / :-- r w OFRDRY WELL 2' CAPf1� CLEANOUT (MAX) UNDISTURBED NATIVE SOIL /` ^,\ ,\ \\ �� \ ;f.'✓�\ \\\ \>\ UNDISTURBED NATIVE SOIL r _ f� �I ROOF -) 1d' (MIN)(MIN)- (TYP)y .. \ter./ /< !�i✓ 1 !/` :x� ,f•. GUTTER � :� � �= � � • � R Ny TO STORM W /\: f\\ STEEP SLOPE NOTE' € DRAINAGE SYSTEM NOT TO EXCEED 100' BETWEEN CLEANOUTS<�/\�\,/•: :� '.\f "" AMENDED SOILS SHOULD NOT BE _ -'- W CLEANOUT (WYE WITH CAP w INSTALLED ON FINISHED SLOPES wI _ . x AND CLEANOUT COVER) AND OPTION 1 - NO DISTURBANCE EXCEEDING 33%. AREAS EXCEEDING- w w 10' MIN 5' MIN CONCRETE LEVELING COLLAR o � 33% SHALL BE STABILIZED PER THE (MIN) 12 LOCKING COVER t' a - I�--�-0 z SEE NOTE 3 PLANTING BEDS TURF LAWN AREAS ENGINEER/GEOTECH OF RECORD. ji I $ £ £ 3 . I._, - _ TO STORM w O END OF PIPER GRIPPER PLUG / y y I� r III a 1, , -� - to DRAINAGE SYSTEM W 12"f FINISHED GRADE a (CHERNE 27061 OR APPROVED 2" ORGANIC MULCH / �/ �� �� �iria I GRASS: SEED OR SOD SLOPE 0" i 10' (MIN) LEVEL TRENCH WITH EQUAL) ' �/' ' ` "I DOWNSPOUT AND CLEANOUT a PERFORATED PVC UNDERDRAIN PIPE ilfi31111i=� - )JiT�l17 I I� i -911-III- I I! 11=1 I I=I I i fl I �I I I I FI I f--T9 1 PLAN I 1-111-1�=L� 11-T�1 I 11= E�llrl 1 3" OF COMPOST �II�11-111-11F-- III III-11I=fIl�f�11- III=11 1.75" OF COMPOST INCORPORATED NTS WATER TIGHT CAP LEVELING COLLAR INCORPORATED INTO 5" OF 1=1=11Hi1-11 TI=1-El IHIHIMI�I Fly INTO 6.25" OF SITE 501E (TOTAL OBSERVATION PORT SEE NOTE 4 SITE SOIL (TOTAL AMENDED -Ill-III-I1�111=III=III II�IIf=11�11=11 1IFE11 1'(MIN) TEST PLUG z 11-IIII�II i1�ll 11=IE-7:l9i�lil=III AMENDED DEPTH OF 9.5", FOR A COVER (PLASTIC BOX 45' RISER DEPTH OF 9.5", FOR A -'III-III-f1�IlI=III=III 11 111=1IFj11-III=1T1�1 SETTLED DEPTH OF 8") MARKED "DRAIN") 0 d 12" PVC SLEEVE SETTLED DEPTH OF 8") III III I III II l �,� IFIIF=L� ll I I COMPACTED BACKFILL 45' I I=1 I1-III-1 I I I I k I I 11=IITI I=1 I I� I I9 1 �I I �I I SLOPE (� to 6" RISER -I11I III -I 11=1 I I I I I I g" I �I I CI l i� i r,LI I I I Z r�i�. 6» (MIN) `\ III-11 [Il-! YYSUBSOIL SCARIFIED 4" BELOW �? I, ,\/ �✓>/ �/'� � ,�-� SUBSOIL SCARIFIED 4" BELOW , - -- 6" WYE AND 6" CITY STUB COMPOST AMENDED LAYER ✓ s! r/=' II - I OBSERVATION WELL, _ \ \\,'�, i �� r\�✓ \ COMPOST AMENDED LAYER / 0 `i� y. \y „✓, 4" (MIN) PVC UNDERDRAIN PIPE PER � 0 O , 4" OR 6" SIDE SEWER 45' BEND (12" BELOW SO1L SURFACE) \ � \ \\� 'C C\� '�k {12» BELOW SOIL SURFACE} () �\` \\ SEE NOTE 4 � I- (!) _ , \\ WSDOT SPEC. 9-05.1 6 , LAID LEVEL \` O l\` Q GENERAL CLEANOUTDETAIL :,. L ..� _., ,_ , < 12" a ,! , \ <�t'�_.<,sn . o v LU GEOTEXTILE, SEE NOTE 2 ��, O O W 4" OR 6" OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND ;�%� J O$" 0 :" �/ Z co SIDE SEWER CLEANOUT DETAIL< Lu 1' (MIN) ABOVE SEASONAL ij "' \ GENERAL NOTES: \�,R,\ 12" LOCKING COVER AT PROPERTY UNEZCITY IirASEMEt T PLANTING BEDS TURF (LAWN) AREAS HIGHORRHYDRAULICALLY OUNDWATER BLE' / / `�/\\ ✓24" (MIN) LL C) O Z �- 1. AREAS OF NO DISTURBANCE = Z W � SEE NOTE 3 w rx ?_ � ���' �, ` , ), �,I � , ,� 1 RESTRICTIVE LAYER � - r�Jr� z� ' I I SHALL BE FENCED AND EXISTING co O NOTES: 2" ORGANIC �j �j �j�� ,��' L GRASS: SEED VEGETATION AND SOIL SHALL BE - WASHED DRAIN ROCK, �/ co w� o w LEVELING COLLAR / a r - w MULCH , , , 1,1, £ 5, '. OR SOD PROTECTED FROM CONSTRUCTION SEE NOTE 3 - a� w SEE NOTE 4 1��// / 0 +-�+' ,��,�. SECTION A i 0 � 0 of 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE 1=11 1Tf� I il� l %ILL- I -jll (J I I�11 IMPACTS. as c�� ASPHALT SURFACE GASKETED. 1 - 1=IIM-=Jll=ll� 11=11FEII1=111=�EIIFEI1 NTS - I H 11=1 I1� I I-111-III -lit -11 b I1=1 I I-1 I I -I I I-1 I I W z 6" IMPORTED 11=�-IIil- 111-1i�ITi� II-1I1�11=1I 2. TO MEASURE SETTLED DEPTH, GENERAL NOTES: 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. fl-i11=III=I11-III-III-III I -III -ICI -III -IN III -II 6" IMPORTED WATER SOIL SUFFICIENTLY TO ° LL �_ Z 12"f TOPSOIL MIX I IILIII III-IT�II� 11=�1-III=I IT�Tl=1 TOPSOIL MIX FULLY SATURATE WITHOUT 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 15) AND 0 i- 1I-111=111=111-II-III-f I I-1I I 3. SEWER CLEANOUT TO BE 12" CAST IRON CLEANOUT COVER (COMPACTED III-I!j 111 �f1�-11-�Ijl� JII�II II�IT���II- I (COMPACTED CAUSING EROSION. INFEASIBILITY REQUIREMENTS. WITH 1 2" HEX BOLTS AND A PICK HOLE. EAST JORDAN DEPTH) L=lil-i1Hll=III=ill=11 i=jll-j1�1 -I f-III-I DEPTH) �+ �- 0 / I I-III-1 ICI I! " 6„ ,L11�.i i L-Tl! R E �7 U B f- a LL 1 FOOT LONG 12" PVC IRON WORKS PRODUCT 00366102 OR APPROVED EQUAL. 11F' : r: t; `\'-"� If `� If, • 3- COMPOST SHALL MEET SPEC. 2• TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SQUARE FEET OF CONTRIBUTING ROOF AREA. , s/ �I'%� I xr� Ali REQUIREMENTS IN THE 2017 Know what's below. " SLEEVE y �''`('\ II EDMONDS 5TORMWATER NOTES: Jul 23 2024 0 6 RISER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: SUBSOIL IS }J ///� ski `` f �� SUBSOIL IS Call two business END OF PIPE GRIPPER SCARIFIED 6» s �r" i � SCARIFIED 6" ADDENDUM CHECKLIST 7). 1. CLEANOUTS RECOMMENDED AT PIPE BENDS AND ONE END OF THE PERFORATED PIPE SECTION. DEVELOPMENT EDMONDS ES PLUG CHERNE 270261 eYy\/ { ) CILOPM ETSE VI { IN ROADWAYS PER COE STD DWG GU-424 BELOW `.r�\� ���'C�\,\� � � ',\✓,� ` � ���1 ' , OR APPROVED EQUAL) IMPORTED '' ' y' 'l�'�/ BELOW 4. COMPACTION OF TOPSOIL (WHERE days before you dig. DEPARTMENT �j \ I �'£ ,�h x ti< IMPORTED 2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), G£OTEXTILE FOR SEPARATION, NON -WOVEN TYPE. • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" TOPSOIL MIX i �µi\;: ;/// 12 ^'f;!! ��/�. TOPSOIL MiX REQUIRED) TO BE TO 85% (MAX) BLD2023-1534 TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP -'' '`='�'''`' - --' ' ' �-"\^� " OF THE MAXIMUM DRY DENSITY 3. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. UNDER ASPHALT OR CONCRETE CONCRETE COLLAR OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST 4. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC. 9-05.2(6), PERFORATED PVC UNDERDRAIN PIPE. PROJ.NO, f7.R. (ASTM D1557). \ REVISION DATE . ;; REVISION DATE APPROVED FOR CONSTRUCTION 23-0406 xs REVISION DATE "� CITY OF EDMONDS DATE FEBRUARY 2023 ` POST CONSTRUCTION SOIL APRIL 2021 TYPICAL PERFORATED APRIL 2021 414/24 CITY OF EDMONDS , -,,-,-,-,CITY OF EDMONDS CITY OF EDMONDS SEWER CLEANOUT DETAILSQUALITY AND DEPTH STUB -OUT CONNECTION ENGINEERING DIVISION PUBLIC WORKS STANDARD _ T = PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD DATE: APPROVED AS NOTED SCALE. N.T.S. - DEPARTMENT DETAIL - DEPARTMENT DETAIL DEPARTMENT DETAIL p J�1 W Ix, e 08/16/2024 DRAWING NO. • 0 APPROVED BY: R. ENGLISH SS-200 Fst 18g� APPROVED BY: R. ENGLISH SD-642 FSt.M189,3 APPROVED BY: R. ENGLISH SD-639 BY: 6 �+ FS}� ,189 �j V CITY ENGINEERING DIVISION OF