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APPROVED ENG STM RESUB 2-BLD2023-1083+Civil_Plan+7.29.2024_3.25.02_PM+4408060 (2)SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM NE 1/4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. HOPPER RESIDENCE 1005 OLYMPIC AVE EDMONDS, WA 98020 OWNER DAREN HOPPER 11924 42ND DR SE EVERETT, WA 98208 425.425.5434 CONTACT: DHOPPER@SEA-MOUNTAIN.COM APPLICANT CONSULTANTS ARCHITECT STROBL DESIGN, LLC 1122 N J ST TACOMA, WA 98403 206.661.3622 CONTACT: JACOB STROBL CIVIL ENGINEER CG ENGINEERING 250 4TH AVE S, SUITE 200 EDMONDS, WA 98020 425.778.8500 FAX 778.5536 CONTACT: JARED UNDERBRINK, PE UTILITIES WATER & SEWER CITY OF EDMONDS SEWER & WATER 7110 210TH ST SW EDMONDS, WA 98026 425.771.0235 GAS PUGET SOUND ENERGY PO BOX 97034 BELLEVUE, WA 98009 888.321.7779 DAREN & KARI HOPPER SOIL/GEOTECH ENGINEER SURVEYOR POWER CABLE 11924 42ND DR SE NELSON GEOTECHNICAL ASSOCIATES, INC. WEST ALLIANCE PROFESSIONAL LAND SURVEYORS SNOHOMISH COUNTY PUD ZIPLY FIBER EVERETT, WA 98208 17311 135TH AVE NE SUITE A-500 13614 ASH WAY 21014 63RD AVE W PO BOX 1127 425.425.5434 WOODINVILLE, WA 98072 EVERETT, WA 98204 LYNNWOOD, WA 98036 EVERETT, WA 98206 CONTACT: DHOPPER@SEA-MOUNTAIN.COM 425.486.1669 509.630.0783 425.783.1000 866.699.4759 SCOREHOP@GMAIL.COM CONTACT: MATRIXSURVEYOR@LIVE.COM GENERAL NOTES 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) - THE CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2019 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. 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.KOBLYI<@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 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 ONSITE 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 200 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 CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. 41. RESIDENTIAL DRIVEWAY SLOPES SHALL NOT EXCEED 14%. CONSTRUCTION SEQUENCE NOTES LEGAL DESCRIPTION LOT 10, SEA MOUNTAIN ESTATES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 48 OF PLATS, PAGES 208-210, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. CABLE XFINITY 1525 75TH ST SW EVERETT, WA 98203 800.391.3000 1. SCHEDULE A PRE -CON THROUGH MYBUILDINGPERMIT.COM AND EMAIL ENGINEERINGPERMITS@EDMONDSWA.GOV (2) DAYS IN ADVANCE OF DATE REQUESTED. 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. COMPOST AMEND AND REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW. 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. INSTALL DETENTION PIPE. THE BMP SHALL NOT BE MADE OPERATIONAL UNTIL ALL EROSION -CAUSING PROJECT IMPROVEMENTS ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED. 11. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE PER COE STANDARD DETAIL SD-642. 12. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. HAUL ROUTE TO SITE: 1-5 TO SR 104E R ON 100TH AVE W TURNS INTO 9TH AVE W R ON MAIN STREET L ON OLYMPIC AVE FROM SITE: R ON OLYMPIC AVE R ON MAIN STREET L ON 9TH AVE TURNS INTO 100TH AVE W L ONTO SR 104 SR 104 TO 1-5 BENCHMARK SEA MOUNTAIN ESTATES (A.F. #8808165001) MONUMENTED PROPERTY CORNERS DATUM CAUTION! CALL BEFORE YOU DIG! 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 1-800-424-5555 -1 SHEET INDEX C1.1 COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL PLAN C2.2 TEMPORARY EROSION CONTROL DETAILS C3.1 GRADING & DRAINAGE PLAN & DETAILS C3.2 GRADING & DRAINAGE DETAILS C3.3 ENLARGED GRADING PLAN AND DRAINAGE DETAILS C4.1 WATER & SEWER PLAN C4.2 WATER & SEWER DETAILS C4.3 WATER & SEWER DETAILS C5.1 TRAFFIC CONTROL PLAN C5.2 TRAFFIC CONTROL DETAILS 0 3 LD / 3 / I D ram/ I I I I L- - - ---- - - - - -J PROJECT SITE DI 7 ;I I HAUL ROUTE (SEE DESCRIPTION) V/ 0 VICINITY MAP N TS LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE ADJACENT PROPERTY LINE - - - - - - - - - - - ABN ABANDONED BUILDING BOTTOM OF WALL CENTERLINE MIN MINIMUM MECHANICAL JOINT BLDG MJ CENTERLINE CLEARING LIMITS SILT FENCE BOW MON NTS MONUMENT NOT TO SCALE X X X X CB CATCH BASIN OC ON CENTER CONTOUR LINE FENCE SANITARY SEWER LINE MANHOLE 100 00 CMP CO CORRUGATED METAL PIPE PC POINT OF CURVATURE CLEANOUT PI POINT OF INTERSECTION - -SS - - -55 SS-.0-SS- ® CONC CONCRETE PIV EE POST INDICATOR VALVE PROPERTY LINE ® CONST CONSTRUCTION STORM DRAIN MAIN - -SD- - -SD- �SD----o--SD- CP CU YD CONCRETE PIPE CUBIC YARD DOUBLE DETECTOR CHECK VALVE ASSEMBLY DUCTILE IRON PIPE DIAMETER PT PVC POINT OF TANGENCY POLYVINYL CHLORIDE PIPE STORM DRAIN PIPE - - - - - - - - - -0 ROOF DRAIN - - - R - - - R - - - R - -R-R DDCVA PVI POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANG. FOOTING DRAIN PRESSURE LINE CATCH BASIN (TYPE 1) CATCH BASIN (TYPE 2) CLEANOUT CLEANOUT AND WYE - - - F - - - F - - - F - - - - P - - - P - - - P - -F-F P P DI DIA PVMT PVT ❑ ■ DIP DUCTILE IRON PIPE EACH R RADIUS REINFORCEMENT EA REINF �-0 o EJ ELEV EXPANSION JOINT ELEVATION RJ RET RESTRAINED JOINT RETAINING �' GRADE BREAK - - - - - - - - - - - - - - EOP EDGE OF PAVEMENT RT RIGHT STORM DRAIN SECTION STORM DRAIN MANHOLE SIMILAR SQUARE SURFACE SWALE EX EXISTING SD DRAINAGE ARROW WATER LINE _ FDC FFE FIRE DEPT. CONNECTION FINISHED FLOOR ELEVATION FIRE HYDRANT FLANGE SECT - - WA- - - WA WAWA- SDMH WATER METER ® FH FL SIM FIRE HYDRANT SQ FDC 17 i FT FEET/FOOT SS SANITARY SEWER PIV O • GV GATE VALVE SSMH SANITARY SEWER MANHOLE STATION STANDARD GATE VALVE TEE $ Z HP HIGH POINT HEIGHT STA , I, HT STD 90° BEND THRUST BLOCKING ID IE INSIDE DIAMETER INVERT ELEVATION STL STEEL 0 ♦ TB THRUST BLOCK CAP ° v Li ° L LCPE LENGTH/LINE LINED CORRUGATED POLYETHYLENE PIPE TOC TOP OF CURB TOP OF WALL TOP ELEVATION TYPICAL CONCRETE PAVEMENT ASPHALT PAVEMENT CRUSHED SURFACING ROCKERY SPOT ELEVATION TOW LF LP LINEAL FOOT LOW POINT TOP :' TYP LT MAX LEFT MAXIMUM VC W/ VERTICAL CURVE f 20.0 f 20.0 WITH TELEPHONE LINE - - - T - - - T - - - r - -T-T MECH MECHANICAL WM WATER METER POWER LINE - - - E - - - E - - - E - E E MH MANHOLE GAS LINE --- G - -- G - -- G- G SIGN r_1 REFER ALSO TO STORM DRAINAGE REPORT PREPARED BY GREG GUILLEN ENGINEER, DATED 7/29/2024 AND APPROVED 8/15/2024. ENG2024-0332 - ROW PERMIT ENG2024-0331 - SIDE SEWER PERMIT ENG2024-0330 - WATER METER ACCESS EASEMENT AFN 2184120 COMPLIES WITH APPLICABLE CITY STORMWATER CODE 08/124 i��YZ1Y�L�iNk$? BLD2023-1083 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED i CITY ENGINEERING DIVISION O C I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 -cl GUI t4 WAs$l� �t> tip' • IST�Eg� ssloNaL ��' 01129124 J Q w N w N J Q ~ z z O O z � LU � w F- F- 0 W w w 0 0 0 d d U U m m � � W N \ N \ N \ N \ r_ r_ QD rn Q c-I 0000 O � n O O O Y Q DESIGN: NAT DRAWN: ATD CHECK: GAG JOB NO: 22372.20 DATE: 08/ 1 7/23 RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 NO W W Z Q 0) W 0 C) La J 0 cy O W Z CL 0 :2 O O 0 2 W 0 Z Q 0 W F_ F_ i. LI 0 W Z V Lf LL Ld WW \ / Z 0 w W U 0 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM NE 1 /4, SECTION 24, u6 ° .ed d. I HOUSE v G d TOWNSHIP 27 .. ..."I a.A. NORTH, RANGE 3 EAST, W.M. I ° a . d L " 000 0 0- ;d n 0 O O 0 0 000 NEW PROPERTY BOUNDARY TO BE RECORDED i 65001) X X X x X x �v X ti 4X4 X X X ECO-BLOCK RET. WALL r 2 96, 66' 70 -siss. EASEMENT 2 x x r x / i r x S89'44'S3"E _ 20.00' x 20' UTILITY EASEMENT (AFN 88081650001PIZ r I / x ' W I ' Z r 2x o =I Z U I I x I I d od EXISTING SSCO �4A d RIM=97.98 .. ° • • v d.•. - --Ss----SS----sS ----ASS----ss----ss-EOUNDsgEBAR�TYP� CONCRETE'. a e S SS- - - -SS- -SS -- }-- °.'. q•.. 10' UTILITY 'EASEMENT \ (AFN88081 'o � 1�2 INSTALL HIGH VISIBILITY FENCE (BMP C103) I\ LOT 10 / r � r I ' I ' O x i IF r ,� ,x Ir , WALL TO BE REMOVED x ' r' r r X ' r r x � r r r x � I / x xx x x x x x x FENCE TO BE REMOVED wU U 0' xU c STOCKPILE LOCATION I 1 XPIX X X X X �� X� 191.30' x G 70 r- �INSTALLFILTER 1 FABRIC FENCE C2.2 EX C.B. Private Rd. ( RIM=103.98 WA— +i — WA—_ _5' C.B. WA— — — WA— j — A— — — WA— — - WA— —`— WA— — — WA— — — WA— — — WA— — WA— — — WA— — — WA— — — WA 12" CRP --------------------- 1.E.=103 f ' r RIM=104.32 --------------------------------- ------------------ ----------------------'---------------------------------------------------------------`--- r - -I a--- LE.=102.22 12"W I.E.=102.42 8"N I T � TEMPORARY EROSION CONTROL PLAN SCALE: 1" = 10' TEMPORARY EROSION CONTROL AND DEMO PLAN NOTES: 1. CLOSURES (IF/WHEN NEEDED) SHOULD BE COORDINATED WITH CITY, 48 HRS MINIMUM IN ADVANCE. FRONTAGE WILL BE INOPERABLE DURING FRONTAGE IMPROVEMENTS, ROAD WILL BE PARTIALLY CLOSED, ONE DIRECTION ONLY, FOR OVERLAYS AND/OR UTILITY CONNECTIONS. 2. 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. 3. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 SWMMWW BMP T5.13. 4. ANY DE -WATERING OPERATIONS ON SITE WILL REQUIRE A SETTLING TANK PRIOR TO DISCHARGING TO THE CITY SYSTEM, WHICH IS DIRECTLY CONNECTED TO THE PUGET SOUND. 5. ALL SPILLS SHALL BE CONTAINED WITHIN THE SITE LIMITS TO THE MAXIMUM EXTENT POSSIBLE AND LEGALLY REMOVED AND DISPOSED. SPILLS REACHING BEYOND THE PROJECT LIMITS SHALL GENERALLY BE ASSUMED TO HAVE REACHED THE PUGET SOUND, AND ADDITIONAL CLEANUP MAY BE REQUIRED OF THE CONTRACTOR BY BOTH CITY AND STATE OFFICIALS. SPILLS WHICH REACH BEYOND PROJECT LIMITS, AFTER PROVIDING BEST EFFORT AT INITIAL CONTAINMENT, SHALL BE IMMEDIATELY REPORTED TO THE CITY INSPECTOR AND DEPARTMENT OF ECOLOGY. 6. SEQUENCING AND LIMITING THE EXPOSURE OF SOILS TO RAINFALL EROSION SHALL BE CONSIDERED AS A BMP FOR THIS SITE. CONTRACTOR SHALL LIMIT REMOVAL OF EXISTING ASPHALT ONLY TO AREAS NEEDED FOR IMMEDIATE CONSTRUCTION ACTIVITIES IN ORDER TO LIMIT THE POTENTIAL FOR SEDIMENT LADEN RUNOFF LEAVING THE SITE. CONSTRUCTION AND LABORER TRAFFIC SHALL MAKE USE OF EXISTING PAVED SURFACES AND LIMIT CONTACT WITH EXPOSED SOILS TO THE MAXIMUM EXTENT FEASIBLE. 7. ALL DRAINAGE INLETS AND CATCH BASINS ALONG THE PRIVATE ROAD (DOWNSTREAM) AND THOSE MADE OPEARABLE ON -SITE MUST BE PROTECTED FROM SEDIMENTATION AND WILL BE PROTECTED USING BMP C220 (COE STD ER-902), SEE 3/C2.2. 8. BMP C235 WATTLES ARE TO BE USED IN AREAS OF NEEDED IMMEDIATE EROSION PROTECTION, ON EXPOSED SOILS DURING A PERIOD OF SHORT CONSTRUCTION DELAYS, OR OVER WINTER MONTHS, AND ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED (4/C2.2). SEE 2019 SWMMWW SECTION VOLUME II CHAPTER 3, PAGE 377 FOR ADDITIONAL INFORMATION. X INSTALL STABILIZED CONSTRUCTION ENTRANCE KU 10 w EXISTING IE (4 E): 111.59 APPROX. PER AS BUILT UNDER BLD2022-0497) CONTRACTOR TO VERIFY SEWER LOCATION, SIZE, MATERIAL, AND DEPTH PRIOR TO CONSTRUCTION - EXISTING 4" SEWER LINE LOCATION PER SEWER TV CONDUCTED ON MARCH 13, 2024 - WA---r--= WA=== WA= I I ` n n I 0 5 10 20 B L D XXXX-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED i CITY ENGINEERING DIVISION O C ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUILL C�w VVA&, �t> ti� • 1STEg� ssjONAL' 01129124 Li LLJ n J Qccn z z Q00 m o m N w w U W w w 0 0 0 d d U U m m 1I 1I W N \ N \ N \ N \ I_ r_ QD m Q c-1 0000 O 11 n O O O Y Q DESIGN: NAT DRAWN: ATD CHECK: GAG JOB NO: 22372.20 DATE: 08/ 1 7/23 RESUB Jul 30 2024 J CITY OF EDMONDS DEVELOPMENT SERVICDS I DEPARTMENT �/ Z O U Z 0 V o W W O �0// LL W U; W Q cy— >_ w cy 0 0 0 Ld Z o G Q CL 0 0 p W J w 2 'r— W SHEET: C201 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM NE 1/4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. C C I 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 0 NI NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS 1 WIRE MESH FENCE 0i TO SUPPORT FILTER FABRIC N NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REV SION DATE CITY OF EDMONDSLA ILTER FABRIC FENCE JANUARY 2018 ILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL ROVED BY: R. ENGLISH E R- 9 0 0 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS Stray; rolls must be placed along slope contours Spacing depends on sod type and slope steepness Liv 10' - 25' (3-8m) ` V /71 j f Overlap adjacent rolls 12" behind one another Sediment, organic matter, and native seeds are captured behind the rolls. 3" - 5" (75-125mrn) 1" x 1" Stake (25 x 25mm) I (` NOTE: 1. Straw roll installation requires the placement and secure staking of the roll in a trench. 3" - 5" (75-125mm) deep, dug on contour. Runoff rnust not be allowed to run under or around roll. NOT TO SCALE 8- - 10" Dia (200-250rnm) llllliiilir Wattles Revised December 2016 DEPARTMErT OF ECOLOGYPlease see hffp./Avmv ec:y wa govkopynghf htrW for copyright notice including permissions. State of W'asrungton limitation of liability, and disclaimer ;1 WASHINGTON STATE DEPARTMENT OF ECOLOGY STAND �RD DETAIL _LS A TH IN DE FULL WIDTH GRESS/EGRESS DETAIL 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. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. *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 _ REV SION SATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL St. 189� APPROVED BY: R. ENGLISH E R - 9 01 PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS" < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 1 100 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CITY OF EDMONDS PUBLIC WORKS DEPARTMENT Sf, IB,�- CATCH BASIN ^n ATr FILTER SOCK WITH OVER FLOW HOLES (TYP) `CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REV SION DATE JANUARY 2018 STANDARD DETAIL ER-902 B L D XXXX-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED �...�,•. 1: 1 1 CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUILL WAg$l Fes' • IST�Eg� s`SI0 01129124 J W W J Qcn cn z z Q ~ O O � a a m N N z CID F Z) w H H D_ v, = z z - tz w w 2 C) W w w 0 0 0 0- 0- U U M M W fV \ fV \ fV \ fV \ Q c-I c-I CV CV 00 O 1:*r- O rl O O Y Q DESIGN: NAT DRAWN: ATD CHECK: GAG JOB NO: 22372.20 DATE: 08/ 1 7/23 RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICDI DEPARTMENT ry 0 U Z 0 V 0 0 w w 0 00 W Z Q °� w >- oUa w � Q 0 Z 0 J W Q 13- rL Lr) 0 0 M 0 0 0 w W W = r- w 0 SHEET: C202 SCALE: NTS SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM 11 1 Ln I I I Ln I I I ILTS) NE 1/4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. 1 ° . ed d . I x a HOUSE ` JO2 a Q: a Q A. .. A. d d d a d jr A' AQ' L 0O0 /' A'/ de b� _e EXISTING SSCO �j,e RIM=97.98 d ( V \ d e, a •�� ° O - d d•. O A. O �O - -Ss- - _ss ss - - - - SS -FOUND sgEBAR _(TYP� - __ss___ b ' . CONCRETE - sS - _ - SS - - - - sS t - - - ss d o d •.. `; c d. NEW EASEMENT AND PROPERTY -Ss BOUNDARIES UNDER BLA, TO BE -SS RECORDED. PREVIOUS EASEMENT ��SS�'------J TO BE VACATED 10' UTILI Ss �r n' EASEMENT (.4FN88 1650 SS �- ss �< 1� 08 01 SS - ' i ss �S �- SS ss -4. �4 % _ss ECO-BLOCK RET. WALL / SS 2 RO OVERHANG LINE r / r , SS ss \ r I 1 16.96' --R -- F -- FF -- F - F---F - F -- F --F---RR---F b -SS p�91�oL -- -- F I THE ROOF AND FOOTING x $ti �� I I DRAIN LINES ARE TO BE INSTm LR- UTILTY EA LLEDOM NT -E OF THELOWER PATIO ENTRIES:104.93 -- --4 - N R R R 1 x ��/ F F F F I F FUTURE POOL CONCEPT �� I / I I I ;/ I I I I I I I/ COVERED DECK FFE: 115.98 / x I LO' PROPOSED SFR / FUTURE PATIO CONCEPT � do I�( I / FFE:115.98 T�I NEW GARAGE FFE: 115.41 x / / -r - - - - - - -- I�� (' MAIN FLOOR ENTRY FFE: 115,98 r L-------� I I I W 5LF6"PVC @0.5% / „� S89'44'53"E I ICD I / / ,� ROOF AND FOOTING DRAIN ^ 20.00' j CONNECT FOOTING DRAIN I `5�> 2 2 1 I FROM HOUSE TO OVERFLOW "� C3.3 I o I _ I J CONVEYANCE AFTER FLOW - 42 LF 6" PVC @ 12.8%MIN -rz - x 20' UTILITY EASEMENT I CONTROL STRUCTURE I - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - --,'- -1_-� tF" t�. `0 Ln (AFN 88081650001) I I LfflF F F F FI TIE ROOF DRAIN LINE �� RR-� R R RTO CATCH BASIN 1 / / /�Itx F F F F F F' F ttt114.14 U3I 1� I I -R r R - R- -R -- R--R---R - R--J I� �11 7E \ L_/----- ---J L °� \ 2 Moo \ 4 LF 6" PVC @ 16.3% x Z\\ IE: 102.18 x------ - SEE DETAIL 3/C3.3 / FOR STORM PROFILE 6 F x � � - - - I 44 LF ^ 12" DI @ 0.5% Zo _ _ x - G- 20 LF ^ 12" DI @ 0.5% MIN - - r y I L ADD CLEANOUTS TO I ; ; DETENTION PIPE PER _ I IE: 99.47 PVMT: 101.05 COE STD SD-619 I COVER:7" r4 c) j I ---------- 12 " CRP 1 I -----------'-- �8 f GRADING AND DRAINAGE PLAN 'o `I ° 00 F F 0 � R R I - - � r • 2 SCALE: 1" = 10' GRADING AND DRAINAGE PLAN NOTES: �I I% I, 1 1 oz I � T - - ------------ -- EX C. B. N ' ' RIM=103.98 - WA- +� - WA- - - WA- - - WA- C I.E.=102.68 RIM C 104.32 ------------ a LE.=102.22 12"W ' ------------------------------ --- I.E.=102.42 8'N ------ - T - EXISTING EDGE OF PAVEMENT 0�0 �9LF6"PVC @2.0% 3 � 8 LF ^ 6" PVC @ 30 ■ �/� a 29 08 T „ G , T \ E 1p PAC @ 0.5% T E E 17 S89'44530E G -------- ---- (2) ROWS OF 36"0 N-12 DETENTION PIPE 5 108.20 32.29' TOTALING 54 LF W/ (2) 3 LF CONNECTORS e r- BETWEEN (60 LF TOTAL) C3.2 4 SOIL AMENDMENTS PER BMP T5.13 OF e 25' Private Rd. THE SWMMWW C3.2 - - WA- - -VVA- - - WA--`- WA- - - WA- - WA- - - WA- i SLOPE ALL UNCOVERED HARD SURFACES AWAY \ FROM BUILDING <1 I. o E 00 � E I i E a oa I o o z I I 00alI PRO GAS TI _pRnpnsFn, 1. SOILS REPORT REPORT NUMBER: 1406422 PREPARED BY: NELSON GEOTECHNICAL ASSOCIATES, INC. DATED:12/15/2022 2. A MINIMUM OF T 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. 3. NEW/REPLACED IMPERVIOUS SURFACE (INCLUDING ROW): 5,999 SF - NEW BUILDING: 4,527 SF ROOF AREA. RUNOFF ROUTED TO AN ONSITE DETENTION PIPE THROUGH ROOF DRAINS AND CATCH BASINS. THE RUNOFF WILL OUTLET TO THE PRIVATE STORM MAIN. - NEW WALKWAYS: 435 SF RUNOFF INTERCEPTED BY AREA DRAINS, YARD DRAINS, AND CATCH BASINS AND ROUTED TO AN ONSITE DETENTION PIPE. THE RUNOFF WILL OUTLET OT HE PRIVATE STORM MAIN. - NEW DRIVEWAY: 934 SF. RUNOFF INTERCEPTED BY CATCH BASIN AND ROUTED TO AN ONSITE DETENTION PIPE. THE RUNOFF WILL OUTLET TO THE PRIVATE STORM MAIN. - OFFSITE DRIVEWAY: 47 SF. RUNOFF COLLECTED BY PRIVATE DRIVE CATCH BASIN. - OFFSITE PAVEMENT PATCHING: 56 SF. RUNOFF COLLECTED BY PRIVATE DRIVE CATCH BASIN. - *CONCEPT PATIO: 1,110 SF. PATIO WILL NOT BE INSTALLED DURING THIS PROJECT. THE PATIO AREA HAS BEEN INCLUDED IN DETENTION SIZING FOR FUTURE INSTALLATION. EXCLUDED FROM OVERALL HARDSCAPE CALCULATIONS. - *CONCEPT POOL: 290 SF. POOL WILL NOT BE INSTALLED DURING THIS PROJECT. THE POOL AREA HAS BEEN INCLUDED IN DETENTION SIZING FOR FUTURE INSTALLATION. EXCLUDED FROM OVERALL HARDSCAPE CALCULATIONS. 4. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 SWMMWW BMP T5.13. 5. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST -AMENDED PER THE REQUIREMENTS OF THE BMP T5.13 IN THE STORMWATER MANUAL VOLUME V, CHAPTER 5. 6. TOW AND BOW REFER TO FINISHED GRADE AT THE TOP AND BOTTOM OF THE WALLS, RESPECTIVELY. 7. A MINIMUM OF T OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVABLE SURFACES AND V OF COVER UNDER LANDSCAPE SURFACES. DUCTILE IRON PIPES WILL BE USED IN AREAS THAT THIS STANDARD CANNOT BE MET. 8. PRIOR TO PLACING ANY SURFACING MATERIAL ON THE DRIVEWAY, IT WILL BE THE RESPONSIBLITY OF THE DEVELOPER/CONTRACTOR TO PROVIDE DENSITY TEST REPORTS CERTIFIED BY A PROFESSIONAL ENGINEER REQUIRED IN THE STATE OF WASHINGTON. 9. A TYPE II MANHOLE IS REQUIRED WHEREVER RIM TO INVERT EXCEEDS 5' 9. DRIVEWAY SLOPES SHALL NOT EXCEED 14% GRADE PER ECDC 18.80.060. GRADING QUANTITIES TOTAL EXCAVATION (CUT) - 300 CU YDS TOTAL EMBANKMENT (FILL) - 225 CU YDS TOTAL 525 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. u1 0 WATER TIE 24.85' a 00 G - WA- - - WA- 1 - i ASPHALT CONCRETE WEARING COURSE HMA CLASS 1/2" PG 64-22 (WSDOT STD SPEC 5-04.1) CRUSHED SURFACING BASE COURSE (WSDOT p°o o STD SPEC 9-03.9(3)) 000 � O° °� 0° °c O 00 0,0 00 000 00 000 0 o°0 00 0°0 00 0°0 00 0°0 p0 Do° 6 0.069 0.069 Do° 6 III -III -III -III -III -III -III -III -III -III -III -III -III -III -III -I -I -I -I -III I -III III -III I -III IIIIIIIIIIIIIIIIII1 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" EXISTING IE (4" E): 111.59 APPROX. PER AS BUILT UNDER BLD2022-0497) CONTRACTOR TO VERIFY SEWER LOCATION, SIZE, MATERIAL, AND DEPTH PRIOR TO CONSTRUCTION - 114.39 - NEW DRIVEWAY AND TURNAROUND - 114.39 - INSTALL 6" ROLLED CURB ON WEST AND SOUTH SIDE I I OF PROPOSED DRIVEWAY TO DIRECT RUNOFF TO 1 PROPOSED CB 1 1113.05 -WAWA WA - ADD DIAGONAL ASPHALT BERM FOR \ FLOW TO CB#1, 3" MAX HEIGHT 3 \CONCRETE SECTION _ \PROTECT EXISTING ASPHALT EDGE PROPOSED PAVEMENT WITHIN PRIVATE ROAD (249 SF). PROTECT EXISTING \ASPHALT EDGE INSTALL 6" ROLLED CURB ON WEST AND SOUTH SIDE OF PROPOSED DRIVEWAY RUNOFF TO PROPOSED CB n I 00 10 14" 12" 0 5 10 20 NOTES: 1. WEIGHT 360 LBS. 2. (1) 6" KNOCKOUT PROVIDED FOR PIPE ENTRY. 3. FOR USE WITH 14" CAST IRON GRATE. 4. AREA TO HAVE SOLID BOTTOM. 12" AREA DRAIN SCALE: 1" = V-0" CATCH BASIN SCHEDULE MARK TYPE RIM ELEV INV ELEV NOTES TYPE I 111.0 (6" NW): 108.50 1 2 C3.2 C3.2 12" AREA 115.90 (6" S): 111.18 4 DRAIN - 12" AREA (6" N): 111.0 4 DRAIN 115.80 (6" SW): 110.90 - (6" E): 108.39 TYPE I 110.39 (6" NE): 108.39 1 2 (6" NW): 108.29 C3.2 C3.2 (6" E): 102.93 05 TYPE I 104.93 (6" N): 102.93 1 2 (6" S): 102.83 C3.2 C3.2 60"O TYPE II 104.93 (36" 9 5 1 (12" SW): 99.93 C3.2 C3.3 (12" NE): 99.71 12 TYPE I 102.0 (12" S): 99.51 C3.2 C3.2 (12" N): 99.41 CONTRACTOR TO VERIFY TYPE I 101.17 (12" W): 99.41 EXIST 12" CRP MAIN 12 (12" E): 99.1 LOCATION, DEPTH, & SLOPE C3.2 C3.2 PRIOR TO CONSTRUCTION 4" DIA PERFORATED PVC PIPE WITH 6" OF 1" MINUS GRAVEL ALL AROUND, WRAPPED IN NON -WOVEN GEOTEXTILE FABRIC, SLOPE AT 0.5% MIN. TURN DOWN PERFORATIONS AS SHOWN 8" MIN FROM WOOD. SEE STRUCTURAL DRAWINGS 6" DOWNSPOUT TIGHTLINE FINISHED GRADE TO CONVEYANCE SYSTEM @ 0.5% MIN. PLACE NEXT TO FOOTING DRAIN OR AS SHOWN ON GRADING & DRAINAGE PLAN (CONTRACTOR MAY LOCATE ON EITHER SIDE OF O o 0 ° OO O FOOTING DRAIN) �� 0 0 on 00 �0 0O LINE OF MAX EXCAVATION. 0 ° o IF SOIL IS OVEREXCAVATED, O O 000 00 REPLACE WITH LEAN MIX 0 0 CONCRETE �1 1 FOOTING AND ROOF DRAIN SECTION SCALE: NTS FOOTING B L D XXXX-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED Lxtl M.M. CITY ENGINEERING DIVISION O 01,11 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01129124 J Qcn cn z z Q 2i 0- 0- m N N z � � Z) w F- F- cn = z z w w U W w w 0 0 0 0- 0- U U m M W N N N N I- r- to m Q r-I 0000 O � n O rl O O Y Q DESIGN: NAT DRAWN: ATD CHECK: GAG JOB NO: 22372.20 DATE: 08/ 1 7/23 RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Lj C� Q Z �Q LL J 0 Q W W N 0 oo c, L�.J Q Z W In0< Qo V) a N LL J (n Zcy / Q O W Z 0 Z Lo 0 0 � Q Q 0 c p w _ W (� SHEET: C3ml SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM NE 1/4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. O C I 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 STD SPEC 9-05.12(2)) 5 \ S• .lp. ZA • CORRUGATED POLYETHYLENE S• STORM SEWER PIPE 4" 6" OR 12" f 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 4• FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER > Miy FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY ??• TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT 26 BE PLACED IN KNOCKOUTS. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS AND FRAMES. j 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX / DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR 'D" SHAPE. R 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 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 CATCH BASIN TYPE APPROVED BY R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS FLOW CONTROL �14.5 _ STRUCTURE I~ PVC PIPE* NON -SHRINK GROUT 1'-0' MAX CONTROL DEVICE ASSEMBLY TO BE COUPLING PVC PIPE REMOVABLE FROM (OPTIONAL) STUB• I INSIDE THE FCS SET SCREW TO PREVENT ROTATION J INVERT* GASKET (TYP)2 . " I PVC PIPE � � 'VC ADAPTER* W/ CROSS* DOUBLE GASKET AND ADHESIVE BONDED SAND FINISH ON EXTERIOR. MIN 7' LONG DRILLED ORIFICE IN PVC INSIDE CAULK SPACE BETWEEN CAP PLUG ;NC ADAPTER AND PIPE STUB CONNECTION do CONTROL DEVICE ORIFICE DIAMETER* DETAIL A CONNECTION AND 0' LADDER OR HAND HOLDS CONTROL DEVICE i POLYPROPYLENE (SEE DETAIL A) OUTLET PIPE ALLOWABLE OUTLET LOCATION - (180' to 315') FINISHED GRADE V-NOTCH WEIR AS NEEDED* SUPPORT (2 REQ'D) REVISION DATE JANUARY 2018 STANDARD DETAIL SD-303 3, EL' PVC PIFF• TEE* SPOOL* I ELBOW' DRILLED � ORIFICE DIA• PVC INSIDE CAP PLUG* CINCH ANCHOR WIRE ROPE • CLIP (SS) CATCH BASIN TYPE 11 DEFORMED PER COE STD DTL SD-300A 3/8" STEEL ROD (SS OR . + ALUMINUM) f ADDfT10NAL ORIFICE LENGTH TO FIT AS NEEDED• NVERT• 6' MIN PVC PIPE Ac I 1'-6' MAX CROSS FLOW CONTROL STRUCTURE CONTROL DEVICE i SEE DETAIL A c.r DETENTION PIPE PIPE SUPPORT (LENGTH, DIAMETER. DETAIL B R DIAMETEMATERIAL TYPE)" FLOW CONTROL STRUCTURE SHOWN W/ TYPE 2 CATCH BASIN (DETAILS A do 8 SHALL APPLY 10 ALL DESIGNS NOTES• 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. •• SEE COE STD DTL SD-3008 REVISION DATF CITY OF EDMONDS FLOW CONTROL SEPTEMBER 2023 STRUCTURE PUBLIC WORKS (FCS) STANDARE DEPARTMENT DETAIL ;,. R. ENGLISH SD-301 CITY OF EDMONDS STANDARD DETAIL FOUNDARY NAME 1/2" LETTERS RECESSED TO BE FLUSH THIS SIDE TO CURB L 1-1/8- BAR (TYP) 7/8" SLOT (TYP)Vs�iwwvin�l�4Y�2S Ol DTW t ` I N 7-1/4" FOR 11" MACHINING CLEARANCE I /- THIS BAR 1" THICK (TYP, 4 PLACES) BARS 1-5/8' THICK THIS AREA BARS 1-3/8- THICK THIS AREA \-LEVELING PADS 1-7/8"-1 I SEE 8-3/4" x 3/4" x 1/8" DETAIL TOP VIEW BELOW BOTTOM VIEW 23-3/4' [1-3/817-3/4" r1-7/16" F2-,/2" + 2jl" 1/16"j 11 --3/4• f R-7-1 /4" 1-3/4" -3/4" -1-3/4- 23-112" 17-1 /2" SIDE VIEW END VIEW 1-1/4' -r3/4" Nf ROUND / I-1 /2' --I --5/8" ELLIPTICAL J 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. REVISION DATE CITY OF EDMONDS PARKING LOT/ JANUARY 2018 AREA GRATE PUBLIC WORKS (HERRINGBONE) STANDARD DEPARTMENT DETAIL APPROVED BY R. ENGLISH S D- 3 2 4 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS AOVERFLOW �IE = 102.93 _1$OUTLET �IE=99.93 12"0 PVC FLOW CONTROL ASSEMBLY RESTRICTOR PLATE W/ 0.5"0 ORIFICE SOLID LID ELEV: 104.93± LEVEL I I o z z b N 60"0 TYPE II CB FINISHED GRADE UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 2" ORGANIC MULCH UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) 0" OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF (LAWN) AREAS UNDISTURBED TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL STEEP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES EXCEEDING 33%. AREAS EXCEEDING 33% SHALL BE STABILIZED PER THE ENGINEER/GEOTECH OF RECORD. GRASS: SEED OR SOD 3" OF COMPOST III' -III' -III' -III' -III"' "111-III'-III'-111-111-III- 1.75" OF COMPOST INCORPORATED INCORPORATED INTO 5" OF 1=III=III=III-III-I I I-1 I I -I I I-1 I -1 I I III=III=III=III-III-I Ei I =1 11=1 I =1 I I -I I I -I INTO 6.25" OF SITE SOIL (TOTAL SITE SOIL (TOTAL AMENDED 1-1 II -III -III -III -III -III -I, AMENDED DEPTH OF 9.5", FOR A DEPTH OF 9.5", FOR A _I=III=III=III=III-III-III -III-III-III-III=III=11 1=1 11=1 11=1 I I -III -III III-III-III=III=III=III= 11=1 11=1 11=1 I I -III -III -I I I SETTLED DEPTH OF 8") SETTLED DEPTH OF 8-) -III-III-III-III-III-II III=III=III=III-III-III-II 1=III=III=III-111-III- 8• 11=11�=11�=111-III-111-III 11=1 I -I 11=1 1=1 1=1 11=1 SUBSOIL SCARIFIED 4" BELOW \\j \\j \j\\\ / \j\\ j\ SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER �\ /// ///\/// \\/� COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) /\//�\ //\\// / /\\ //\\//\ (12 BELOW SOIL SURFACE) OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE 2" ORGANIC I j�j��jX,j�� I GRASS: SEED SHALL BE FENCED AND EXISTING VEGETATION AND SOIL SHALL BE MULCH �� 0" - OR SOD PROTECTED FROM CONSTRUCTION =1 11= - _ -III-III=III-III=III=III=1 =11= III=III=III=III=III=� =1 I I=1 -I -' IMPACTS. 6 IMPORTED " I I -III -III -III -III -I 11=1 I I -III-III-III-III-III-III-I 11=III=III=III-III-III-III 1=1 11=1 11=1 11=1 11=1 11-1 I'' III -III -III -III -III -III- 1=III=III=III-III-III- 6 IMPORTED " 2. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO TOPSOIL MIX III -III -III -III -III -III- 11=1 11=1 11=1 I I -I I I -III -I I I II -III -III -III -III -III- I 1=1 11=1 I I -III -I I I-_ TOPSOIL MIX FULLY SATURATE WITHOUT (COMPACTED -III-III-III-III=III=III=1 E III-III-III=111-111-III- (COMPACTED CAUSING EROSION. DEPTH) DEPTH)6" \ 11 3. COMPOST SHALL MEET SPEC. REQUIREMENTSIN THE 2017 SUBSOIL IS SCARIFIED 6" // �/j \ 11 I ,\/� /// SUBSOIL IS " SCARIFIED 6 D EDMONDS STORMWATER ADDENDUM (CHECKLIST 7). BELOW \\ \ \ IMPORTED // % %\/ /�/ // IMPORTED 4. COMPACTION OF TOPSOIL (WHERE TOPSOIL MIX_ \\�\\ \\ \\ 12"� //\\/�j�/ % // TOPSOIL MIX REQUIRED) TO BE TO 85% (MAX) \\�\� \� : OF THE MAXIMUM DRY DENSITY OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). R POST CONSTRUCTION SOIL PIRIL 20D2iE CITY OF EDMONDS QUALITY AND DEPTH 7_ PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs t 1 g9� APPROVED BY: R. ENGLISH S D - 6 42 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS z (2) ROWS OF 36" 0 N-12 0 N DETENTION PIPE TOTALING 54 LF ELEV 102.93 I I � I DETENTION PIPE IV p IE=99.93 NOTES: 1. RESTRICTOR ORIFICES TO BE SHOP DRILLED, SHARP EDGED. 2. TOTAL PIPE LENGTH IS 60 LF. FLOW CONTROL STRUCTURE WITH DETENTION PIPE - SECTION 3 LF ^ CONNECTORS BETWEEN B L D XXXX-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED i CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 G GUIL of tip' • � s IST�Eg� A"'v i ssloNaL 01129124 J Q N N J Q ~ z z O O z0 m co N N N cr_ cc� 0- v, w = I- z F- z - L.I w U W W W 0 0 0 0- 0- U U W fV \ fV \ fV \ fV \ Q c-I c-I CV CV 00 O � r- O O O Y Q DESIGN: NAT DRAWN: ATD CHECK: GAG JOB NO: 22372.20 DATE: 08/ 1 7/23 RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Li Q Z �Q LL 0 0 LEI W 0 0 Z Q 0) Z LEI cl < Q V) a La w �I..L � 0 Z V I 0 LEI Z Q 13- O :2Q 0 0 0 L.L.I W 2 T.- W V 0 C3m2 SCALE: NTS SCALE: NTS SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM RING AND COVER PER COE STD DTL GU-420 FOR CURB AND SPLASH LINE ONLY: FRAME AND GRATE PER COE STD DTL SD-320 SERIES 8" MIN 18" MAX HANDHOLDS (2) TOP SLAB - - - SEE COE STD DTL GU-423 • •• •, 20'X24' OR • • 24" DIA - - - 6• MAX ' POLYPROPYLENE SAFETY • STEP/LADDER 12" O.C. (SEE NOTE 4 do 6) • SEE COE STD DTL _ • SD-300B SAND COLLAR OR FOR CATCH BASIN KOR-N-SEAL AROUND SIZING AND PIPE PIPE ALLOWANCES I I I I I -0" MIN ' MAX f PRECAST BASE AND •. • INTEGRAL RISER NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS, PICK HOLES, RISERS AND FRAMES. ALL PRECAST CONCRETE SHALL BE CLASS 4000. 4. STEP AND LADDER SHALL BE ORIENTED TO AVOID INSTALLATION ABOVE PIPE. 5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD SPECIFICATIONS. 6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE II APPROVED BY! R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION [,A'= SEPTEMBER 2023 STANDARD D ETAI L SD-300A F F F F F R_- R!--R TOW: 106.50 BOW: 106.0 104.93 i TOW: 106.50 BOW: 106.0 TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. 35 LF, 4' MAX HEIGHT RETAINING WALL (DESIGNED BY OTHERS)/ / / / / . / 1 I _F F F 3H:1V MAX GRADE F F F F F F- R R R r1�R ' R R R R R _ T - - - - - - - - - - - - - - 00 1 F F F F TOW: 109.50 L _ -- R---R -- R __-R BOW: 107.60 TOW: 115 50 TOW: 109.50 BOW: 107.60 109.50 „ I I I I ass / I I I � II ss I I 'fl �7{jI F7-f F F F F F F F F F R---R--- R -- -- R R- R R R J a SH I 114.70 -I1 a A / E R J <1' BOW: 111.50 TOW: 115.90 TOW: 114.14 BOW 11190 BOW:113.64//� TOW: 115.50 BOW:111.50 115.57 ■ ' 14g -T T� T 40 LF, 4 MAX HEIGHT RETAINING / T TAT E WALL (DESIGNED BY OT ) T T ;,,�RAb T TOW:E1Og 4Q- E E E: 107.90 E E E S89 °44'53 "E G G - w � i L I ' i ENLARGED GRADING PLAN SCALE: 1" = 5' 110' 105' 100' 95' TOW:115.52 BOW:111.52 A 3H:1V MAX G�Pc� � TOW: 115.80 BOW: 111.80 44 LF, 4' MAX HEIGHT RETAINING WALL (DESIGNED BY OTHERS) 3� PRO ED 115.80 GAS TIE �il � TOW: 115.52 PROPOSED ' BOW:111.5-2 A� 112 WATER TIE T ETOW: 108.7 1� � BOW: 108.20 41 WA- wA ` !' - 7 _- G / G` CRP / STORMWATER PROFILE SCALE: HORIZ: 1" = 10' ; VERT: 1" = 5' �R� F o �R �_R E T_ 110' 105' 100' 95' 5 0 2.5 5 10 B L DXXXX-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED L'fftl M.M. i IMI CITY ENGINEERING DIVISION 0 ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 SjONAL ' 07129124 J a N LU J Z Z a a a Z °O w w O co N LEILn H H LLU G U-i U W w w O O D a a U U W N N N N r r- flo m Q c-I c-I N N 00 O Izi- n O r-I O O Y Q DESIGN: NAT DRAWN: ATD CHECK: GAG JOB NO: 22372.20 DATE: 08/1 7/23 RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O NO La La Z 4 O W 0 U U; F J w N 0 W Z O :2 O O 0 = v--- w y:islams Z aV) a Z LJ 0 0 < LLJ LL �a Z 0a Wo � 0 J 0 ZZ w� C3m3 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM NE 1 /4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. I I I OO I a ?d •• .. na• • : a. .a Q.. EXISTING SSCO RIM=97.98 a a A n \ 0 0 0 0 - -ss---ss----ss---_ a... O O s - - - - Ss - - - - Ss - EOUND S� EBAR STYP� _ \ CONCRETE' POTHOLE TO VERIFY 6" SEWER- ss - - - - ss - - 1 -- - SS - - - -SSss `a a •.. `c 4 d - IF LESS UPGRADE TOMAIN __ CUT & CAP EXISTING 4" � ss �� SEWER LINE AT PROPOSED SSCO, TYP ss ��ss -Ss 85 LF - 6" PVC o y ` PROPERTY LINE - - - - - @ 2.0/ MIN s RIM: 113.30 10' UT1L,7 ��ss�� s IE (4" S): 109.77 EASEMENT , "ccu816500 ss ��-ss ��ss - 1) 1 ss Tss ss^-94.04' IE (4" W): 109.67 Ss ss ss 91 LF - 4 ss -E ss ss ECO-BLOCK RET. WALL PVC @ 9.9%,' (ILTS) CONNECT SS FROM NEW 5 RESIDENCE TO EXISTING SSMH. C4.2 ss A� CONTRACTOR TO VERIFY SSMH - 0 SIZE, LOCATION, & DEPTH PRIOR INSTALL SSCO AT PROPERTY LINE oa T i rN 1 N LA TO CONSTRUCTION, TYP. RIM: 103.20 sS 1� o SSCO, TYP 2 IE (4" E): 100.70 �� o c� 6" CLEAN OUT WITH 12" CASTIRON SSCO, TYP INSTALLED ( IE (4 SE): 100.70 e ti a 2 RIM: 113.0 C4.2 rr,, _ _ IE (4 E): 110.25 LAMPOLE COVER WITH A PICK HOLE FOR FUTURE POOL) IE (6" W): 100.60 SS 10 IE (4" N): 110.15 AND CONCRETE LEVELING COLLAR RIM: 104.70 o x \ IE (4" NE): 101.54 ¢ � 1 N� l CMI)N =-"E ° 16.96' 14 LF 4" PVC @ 2.0% 1 / SSCO, TYP 2 4 I 1I / RIM:105.16 L-----Y- -- �-- U, SSCO,TYP SSCO, TYP IE (4" NW, S): 103.49 C4.2 C4.2 RIM: 113.90 x I--71 RIM: 104.0 I oN IE (4" S): 110.63 IE (4" NW): 100.94 " I i I � I I IE (4 W): 110.53 / I IE (4" SE, SW): 101.04 x yoti i LOT 10 PROPOSED SFR J� i J i APPROXIMATE FFE:115.98 i m I � x / LOCATION OF HOSE W , BIB. MUST BE WITHIN REMOVE EXISTING SEWER LINE 15' OF THE PUMP G WITHIN SITE AFTER NEW SEWER I .� S89'44'53"E _ BASIN. INSTALL ABV LINE IS IN PLACE I old SSCO, TYP 20.00 IM RIM: 114.0 IE (4" E): 111.51 x 20' UTILITY IE (4" N): 111.41 (AFNEASEM88081650001) ENTI11L a - �� IE EXISTING(4' E): 111.59 - - - - - - al------ -- - APPROX. PER AS BUILT 1 <1 ° UNDER BLD2022-0497) CONTRACTOR TO VERIFY SEWER LOCATION, SIZE, MATERIAL, AND DEPTH PRIOR TO CONSTRUCTION o' L------- E Zx ■ 1q 4 LF -4" PVC @ 2.0% MIN z o E I EXISTING SEWER LINE ASSUMED TO BE AT A 2.0% MIN SLOPE. CONTRACTOR Z � TO VERIFY PRIOR TO f • CONSTRUCTION x 1 PRO ED o GAS TIE I PROPOSED 1" SERVICE • > ■ �/ 112 ►; ROPOSE 1 LINE TO PROPOSED ■ WATER TIE x 6 1 E/ 1 ° , RESIDENCE , T �8 T 1 I ( G S89'4453"E G x , e w WA- WnWA- WA - EXISTING POWER, CABLE, AND FIBER LINES. RUNS BENEATH PRIVATE DRIVE. PROVIDE VMIN APPROXIMATE LOCATION OF ALL APPROXIMATE LOCATION OF ALL , j PAVEMENT PATCHING 6 1 CONNECTION TO PUD PEDESTAL VERTICAL UNDERGROUND UTILITY CONNECTIONS. UNDERGROUND UTILITY CONNECTIONS. I AND TRENCHING C4.2 C4.3 CONFIRMED WITH PUD SEPARATION AT ALL CONTRACTOR TO VERIFY PRIOR TO CONTRACTOR TO VERIFY PRIOR TO , UTILITY CROSSINGS CONSTRUCTION CONSTRUCTION EX C.B. 25 Pri va fe Rd I RIM=103.98 - 1 WA- +i- WA- - - WA- - - WA- - V - WA- - - WA- - WA- -`- WA - - - - - - - - W/A- _ I EX C.B. WA- W/ WA- WAS- WA- - - ---------- 12" CRP I I I.E.=102.68 RIM=104.32 ` TxT DIRECTIONAL I ----------------------'- ____ _ ______ a I.E.=102.22 12"W -------- I ______________ ____--- ' I ■ I ------- - � -- LE.=102.42 8'N ,' � BORING PIT FOR WATER I 1 -- LINE INSTALL. PIT TO BE v , L--J DUG IN VEGETATED AREA 1 _ I 7U C �� D w 102 1 EXISTING EDGE POSED I z 100- - - EXISTING WATER LINE a OF PAVEMENT APPROXIMATEUNDERGROUND RGROUND DRY LOCATION OF OUTILITY EXISTING WATER LINE SERVICE FOR 925 SERVICE FOR 927 CONNECTIONS. SET ADJACENT TO U OLYMPIC AVE PER AS I PROPOSED WATER LINE. SEE NOTE 1 OLYMPIC AVE PER AS / Q BUILT NO. 2002-0266 I BUILT NO. 2002-0266 I 1 D I ' WATER AND SEWER PLAN SCALE: 1" = 10' ■ PROPOSED WATER LINE IS PROPOSED TO BE INSTALLED VIA DIRECTIONAL BORING PER PROJECT CONTRACTOR (SEE NOTE 1) I EXISTING FIRE HYDRANT EXISTING 25 MPH SPEED LIMIT SIGN Y o EXISTING MAILBOX CLUSTER 3 I INSTALL 1" WATER METER. INSTALL 1 1/2" 1 eCOPPER COMBINED FIRE/DOMESTIC SERVICE TO C4.2 LINE FROM BACK OF METER W/ TRACER WIRE-, w �- WA wA WAw WA wn w wA wA WA- wA TxT DIRECTIONAL BORING PIT FOR WATER LINE INSTALL. PIT TO BE DUG IN VEGETATED AREA. AMEND PER DETAIL 4/C3.2 A --- WA--- WA - -- WA - -- WA - -- WA - -- WA - -- WA - -- WA - -- WA - -- WA - -- WA - -- WA - -- WA - -- WA - -- WA - -- WA - -- WA Wti WA- WA- - WA - -- WA--- WA A--- --- WA--- WA - -- WA - -- �1 WA - -- WA - -- WA - -- WA - -- WA - - - WA - -- WA - -- WA - -- WA - -- WA - -- 4 WA - -- WA - -- WA- -- WA- -- WA- - - WA- -- WA- -- WA - -- WA- -- WA 4- t� 1 D Z EXISTING EDGE OF v 2 PAVEMENT EXISTING WATER EXISTING WATER 1 (PRIVATE ROAD) METER FOR 927 METER FOR 925 4- H OLYMPIC AVE PER AS OLYMPIC AVE PER AS y < BUILT NO. 2002-0266 BUILT NO. 2002-0266 ■ EXISTING MAILBOX CLUSTER WATER AND SEWER PLAN 10 TAP INTO EXISTING WATER MAIN WITHIN OLYMPIC AVE, TYP. CONTRACTOR TO VERIFY MAIN SIZE, LOCATION, & DEPTH PRIOR TO CONSTRUCTION, TYP EXISTING EDGE OF PAVEMENT (OLYMPIC AVE) APPROX. LOCATION OF EXISTING POWER POLE PER CITY OF EDMONDS GIS MAPPING EXISTING EDGE OF PAVEMENT I (OLYMPIC AVE) APPROX. LOCATION OF EXISTING WATER MAIN WITHIN OLYMPIC AVE PER CITY OF EDMONDS GIS MAPPING I I I I a 0 5 10 20 16 20 WATER AND SEWER PLAN NOTES: 1. A MINIMUM OF T SEPARATION ON PRIVATE PROPERTY AND 5' SEPARATION IN THE ROW IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) AND SEWER, WATER AND STORM. 2. A MINIMUM OF 5' HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND STORM LINES. 3. A MINIMUM OF 10' HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND SEWER LINE. 4. THE PROPOSD WATER LINE TAP SHALL BE COMPLETED BY THE CITY OF EDMONDS. UTILITY PATCHES AND PAVEMENT RESTORATION NOTES 1. UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. 2. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. 3. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES, A FULL WIDTH OVERLAY IS REQUIRED. 4. ALL FINAL RESTORATION WITHIN THE RIGHT-OF-WAY SHALL BE COMPLETED BY THE CONTRACTOR, NOT THE CITY OF EDMONDS. 5. A RESTORATION LIMIT INSPECTION IS REQUIRED TO DETERMINE THE LIMITS OF FINAL RESTORATION. FIRE NOTES: 1. THE CITY'S PUBLIC WORKS OPERATIONS AND MAINTENANCE DEPARTMENT TO FABRICATE FIRE/AID ADDRESS SIGN. THE CONTRACTOR/OWNER SHALL CONTACT THE ENGINEERING DIVISION BY EMAIL AT ENGINEERGINPERMITS@EDMONDSWA.GOV TWO WEEKS IN ADVANCE OF THE REQUESTED SIGN FABRICATION. A SIGN FABRICATION FEE WILL BE COLLECT PRIOR TO PERMIT ISSUANCE. FIRE/AID ADDRESS SIGNS ARE CURRENTLY $114 PER SIGN. B L D XXXX-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 �C, GUIZ A Cti�w °F �AS$l.�c m • ,&;�2�5�3WW85 Is sjONAL' 01129124 J Qcn cn z z Q a a m N N z0 m N F- � w w C) LLL1 W W 0 0 0 d d U U m m � � W N N N N I- I� l0 Ql Q 00 O � r- O O O Y 0' Q DESIGN: NAT DRAWN: ATD CHECK: GAG JOB NO: 22372.20 DATE: 08/ 1 7/23 RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 Ld Ld O Z Q p) 0 C) LLI J cy O Ld Z CL U-) O O O 0 2 'r- W y:l■■d C4.1 SCALE: 1" = 10' p II 10 0 5 10 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM NE 1/4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. C C I i PRCPERTY L NE O R.O.w. F"SHED GRADE �— dFj METER SUPPLIED I I I L= �By � 0 I I I BALL VALVE - — — — — — H DIRECTION OF FLOW A D J I MATERIAL LIST: A ALL 1" SERVICES TO BE TYPE "K' SOFT COPPER TU&NG 8 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) C DUAL PURPOSE UNION D MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD 084-4440 FOR 1" EX NG • I" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL O PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD V874-15W-11-44 WlfJwl PLACJrdG NEW SERNCFS USE SAME AS ABOVE AND ADD A SJNGLE CHECK. EQUAL TO FORD VSH74-1 SW-1 1-44 F 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC IO1S G IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID H FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4- STAKE WITH -WATER" STENCILED ON IT 1 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE J SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING K WATER SERVICE TO HOUSE. INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) IL PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR I" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT: CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE: IF USING 3/4- METER, CONTRACTOR WILL PROVIDE REDUCERS IOBACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVFi*AY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY Cm ENGINEER. REVISION DATE CITY OF EDMONDS 1 " WATER SERVICE JANUARY 20211 / { PUBLIC WORKS (FOR 1 " M3ETIERS)4" & STANDARD DEPARTMENT DETAIL H'r R. ENGLISH WA— 130 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS GRIPPER PLUG SEE COE STD DTL SS-200 COLLAR f4" ABS/PVC INSERT PIPE* FLAPPER/ASSEMBLY FLAPPER a I f 6" ABS/PVC FEMALE ADAPTER I 6" ABS/PVC RISER PIPE* VALVE BODY FLOW CLEAN SEE C DTL S 6" SIDE SEWEI •F JIUL JLYPLR STREET -SIDE J I HOUSE -SIDE * BOTH RISER PIPE AND INSERT PIPE CAN BE EXTENDED -CONTACT MANUFACTURER. NOTES: 1. THREADED PLUG, FEMALE ADAPTER, INSERT PIPE, AND RISER PIPE MAY BE SUPPLIED BY OTHERS. 2. BACKFLOW PREVENTER SHALL BE LOCATED FROM HOUSE BETWEEN 2' TO 4'. 3. BACKFLOW PREVENTER VALVE SHALL BE A CLEAN CHECK, INC. MODEL #: EBV-P401 OR EQUIVALENT. `St. 18y- CITY OF EDMONDS SIDE SEWER BACKFLOW PREVENTER PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL SS-21 1 z J cr Li RESIDENCE a cr CLEANOUT d WITH 45' BEND AND 2' CAP CLEANOUT (MAX) r f (TYP) I NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP z a cr w AND CLEANOUT COVER) AND z CONCRETE LEVELING COLLAR c Ld 0 12" LOCKING COVER a 3 SEE NOTE 3 r12"t FINISHED GRADE w o END OF PIPER GRIPPER PLUG 1r cr (CHERNE 27061 OR APPROVED \ Tr"NN a EQUAL) ATER TIGHT CAP RISER LEVELING COLLAR J 45' SEE NOTE 4 45'12" PVC SLEEVE xN/ 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND r 6" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND I/ 4" OR 6" 12' LOCKING COVER SIDE SEWER CLEANOUT DETAIL 3 z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT W c w LEVELING COLLAR NOTES: z Q. w IzIr SEE NOTE 4 a a 6 L40 ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. " 12"t I 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED SLEEVE EQUAL. 6" RISER �I END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 OR APPROVED EQUAL) • IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24%6" UNDER ASPHALT OR CONCRETE DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR REV SION DATE JANUARY 2018 CITY OF EDMONDS SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARL) DEPARTMENT st i89� c�cD�ETAIL SS-200 APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS MH FRAME AND COVER PER COE STD DTL GU-420 2" TO 6" CONIC RISERS (4" MIN - 18" MAX) USING NON SHRINK GROUT — — — 10" MIN TO PROVIDE SMOOTH FINISH — — — 24" MAX INSIDE AND OUT — — — 28" MAX 24' 2 HANDHOLDS SEE COE STD DTL GU-423 6" MAX POLYPROPYLENE SAFETY ECCENTRIC `' STEP/LADDER 12" OC • PRECAST CONE PRECAST SECTIONS •�' 4' MIN THICKNESS •% f SEE NOTE 4 2" TYP ; •r SEE COE STD DTL 12" MIN GU-421 B FOR r _ "' MH SIZING AND - PIPE ALLOWANCES FLU r \ SAND COLLAR �. OR KOR-N-SEAL MANHOLE KNOCKOUT STEPS FRAME AND COVER NOTES: 16" MAX LOCATE MH LID OUTSIDE THE WHEEL PATH OF THE ;:.•..�= t..!. TRAVEL LANE. '+•<";'%" '`"F;' 2. BASE REINFORCING SHALL BE #4 REBAR AT 12' OC ,i,r'�•!Y Yiti, BOTH WAYS. ��::� .ti ir.•. i Jr • 3. LARGER MH TO BE REVIEWED ON A CASE BY CASE : •% BASIS USING APWA STANDARDS. f 4. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL REBAR GU-423. MIN 2" CLEARANCE CITY OF EDMONDS PUBLIC WORKS DEPARTMENT TYPE I MH APPROVE` BY: R. ENGLISH 67 CONSTRUCT 'I' CHANNEL :; SHELF • 6" MIN SEE COE STD DTL GU4218 ' REVS ON DATE SEPTEMBER 2023 STANDARD DETAIL GU-421A (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4" TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT OR ABOVE FINISHED GRADE. w z J Li Li LOCKING CLEANOUT COVER cr PER COE STD DTL SS-200 a w z�w J > W K 0? m�ac� Uj w 0()- l o V, a 22.5' OR 45' BEND 'naaC5 6" TEST TEE Qom 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX 6" WYE/6" ROMAC SADDLE SEE NOTES 1 AND 2 _ POSSIBLE 10' f SEWER MAIN LOCATION 22.5' OR 45' BEND 6" TEST TEE f 6" TEE POSSIBLE SEWER MAIN ( LOCATION NOTES: I. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 3. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGBACK FERNCO RC SERIES OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. REVISION DATE CITY OF EDMONDS MAY 2018 NEW LATERAL SEWER PUBLIC WORKS STANDARD Lj DEPARTMENTDETAIL APPROVED BY: R. ENGLISH S S — 2 0 2 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS •� �t^....mil;:i' .ray.-+i-•�••_ y-.�;•_ •�: y-, rt-�Z�,r� ; Ta �� .r7�,�,. •• SEE COE STD DTL GU-410 K O W Qo oBEDDI CRUSHED SURF CE ( MINUS) BASE COURSE 6 MIN / / / / / / / / / / (SEE NOTE 2 BELOW) W a 0. 6" MIN L FOUNDATION (IF REQUIRED) I SEE NOTE 4 8" MIN 8' MIN SEE NOTE NOTES: MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE • 24" FOR 8" DIAMETER PIPE • 36" FOR 12" DIAMETER PIPE • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS APRIL 2021 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAII AP-RC)''EC i" . R. ENGLISH G U — 400 B L D XXXX-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUILL Qti of WAS$lrjc a0JLA IST3MO5 sloNaL � 01129124 J Q (n (n z z I_ a a Z 20 D co LU LU Z) Ln LU = H z H z � — — w w c) cn LI W W O O 0 d d U U W fV \ fV \ fV \ fV \ Q c-I c-I CV CV 0000 0 � r_ 0 rl 0 0 Y Q DESIGN: NAT DRAWN: ATD CHECK: GAG JOB NO: 22372.20 DATE: 08/ 1 7/23 RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LL W 0 W W C)W � � Z Q W a o V) Z W Q J V) cy— 0 W Z W Q 0 o 0 o Q Wuj = � W C4.2 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CITY OF EDMONDS STANDARD DETAIL SCALE: NTS SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM NE 1/4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. C C FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1 /2' EDGES SHALL BE TACKED NEATLY PER PG 58H-22 WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 do 5, 1' APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 1' SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. �- EXISTING ........... ..'. ..'. .'..'.'..' • •`-. HMA- J:.......:........::.....:................................................ • . •4....................................................................... , • . . .. . . •1 \ •.r •. 41 EXISTING MATERIAL v. 4 a vd a v d•,' Q' a BEDDING MATERIAL (1 —1 /4' MINUS) CRUSHED SURFACE BASE COURSE (SEE NOTE 3) IMPORT BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) TRENCH WIDTH K/; //1\// NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6'. 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4' FOR RESIDENTIAL ROADS AND 6- FOR COLLECTORS/ARTERIALS. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER. THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2'. 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT [GU-41 jAPRIL ION DATE TYPICAL HMA AND 2021 UTILITY PATCH TANDARD DETAIL APPROVED BY: R. ENGLISN 0 �V NO DOWNSTREAM 6' MIN ABOVE SHUTOFF HIGHEST POINT OF USE & DOWN STREAM PIPING 6" MIN 5' MAX GROUND/FLOOR NOTES: 1. APPROVED PRESSURE VACUUM BREAKER ASSEMBLY MUST BE INSTALLED VERTICALLY, 6" MIN ABOVE THE HIGHEST POINT OF USE AND ALL DOWN STREAM PIPING 2. 6' MIN ABOVE FLOOD LEVEL FOR GENERAL PLUMBING 3. DESIGNED FOR BACK SIPHONAGE ONLY, NOT FOR BACK PRESSURE 4. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION Of BACKFLOW PREVENTER 5. IF AVB IS INSTALLED INDOORS, CONSIDERATION MUST BE GIVEN TO WATER LEAKAGE IF THE BACKFLOW PREVENTER FAILS (EXCESSIVE WATER SPILLAGE) 6. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING 7. MUST BE PROTECTED FROM FREEZING CONDITIONS 8. THE BACKFLOW ASSEMBLY SHALL BE A STATE APPROVED MODEL 9. A PLUMBING PERMIT IS REQUIRED- OBTAIN PERMIT FROM CITY OF EDMONDS DEVELOPMENT SERVICES 10. NO DOWNSTREAM VALVES ARE ALLOWED 11. THIS DEVICE DOES NOT REQUIRE TESTING BY A BACKFLOW ASSEMBLY TESTER (ABOVE GROUND INSTALLATION ONLY) CITY OF EDMONDS ATMOSPHERIC/ANTI-SIPHON VACUUM BREAKER ASSEMBLY PUBLIC WORKS (AVB) 2" AND SMALLER DEPARTMENT H- i R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE JANUARY 2018 STANDARD DETAIL WA-165 B L D XXXX-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED i t't CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 01129124 J W LU J Qcn cn z z Q ~ O O LU LU — m v1 v1 z LU LU U W w w 0 0 0 Il Il U U M M 1:* 1:* W fV \ fV \ fV \ fV \ r- r- QD rn o 00 0 0 0 0 DESIGN: NAT DRAWN: ATD CHECK: GAG JOB NO: 22372.20 DATE: 08/ 1 7/23 RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O W W O Z Q p) W 0 0 U; La J W cy O 0 w Z CL U-) O CL 0 O 0 _ 'r- w SHEET: Of w �r- Li N Z a ry J W Q H aw �o C4.3 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM NE 1 /4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. as . .. ea• • :a. daa 'A ° 00a I I EXISTING SSCO 1 RIM=97.98 G' p a _ — � - � }( � �4 •.: a.'. a • . a. s �O� �6 Nd a �� 0da• '-SS -SS —-SS —-�S -SS _SS EOUNDs�EBAR CONCRETE SS - — - -SS - -SS - — - -S$ S$ • a d-�A. O y --.(--- $s 10'S4SEMENT(AFN88 0816500�1 / sSS�sS SS—� F4.04'ssTss �s — Ss sS SS , S$ . (ILTS) % s SS n/ F -- — — — — — — — — — Q — — — — — — — — — — — — — — — — — — — — — — — — — — — I S89'44'53 "E I — 20.00' x 20' UTILITY EASEMENT (AFN 88081650001) W L as Zx C Q a U I ' ' i tyf.� .: •: � i • ' l FT T x � i x G j I I PAVEMENT PATCHING AND TRENCHING 6 1 C4.2 C4.3 — I EX C.B. I RIM=103.98 - 1 WA- +i- WA- - - WA- - - WA- ---------------------'----------- 12 " CRP I I / ` I. E. =102.68 i i EX C. B. RIM=104.32 ----------------------'--------- I ------------------------ --------------------------- -----___- I.E=102.22 12"W L--J ----- -- L.E.=102.42 8'N I i �> 102 1 EXISTING WATER LINE SERVICE FOR 925 OLYMPIC AVE PER AS I BUILT NO. 2002-0266 1 I a 3 I I TRAFFIC CONTROL PLAN SCALE: 1" = 10' ECO-BLOCK RET. WALL --- - - - - -- i934 28 E_ EXISTING lE (4' E): 111.59 APPROX. PER AS BUILT UNDER BLD2022-0497) CONTRACTOR TO VERIFY SEWER LOCATION, SIZE, MATERIAL, AND DEPTH PRIOR TO CONSTRUCTION GAS TIE I PROPOSED 1" SERVICE E■ 112 ►; ROPOSE WATER TIE I LINE TO PROPOSED ■ E RESIDENCE , 1�8 T ' 17 E -E T ,E E —T T—r1G_ S89'44'53'E GG G G ■ . WA— WA— WA— WA— WA— WA— ' Pri va fe Rd. - WA- -- WA- -- WA- -`\ WA- -- WA- - - WA- -- WA 'VA- -- WA- -- WA- -- WA-1- WA- -- WA- -- WA- -- W'A- -- WAS--- WA=== WA== jjJ - — Ln 4 EXISTING EDGE D LU Z APPROXIMATE LOCATION OF PROPOSED OF PAVEMENT UNDERGROUND DRY UTILITY EXISTING WATER LINE CONNECTIONS. SET ADJACENT TO SERVICE FOR 927 OLYMPIC AVE PER AS PROPOSED WATER LINE. SEE NOTE 1 / Q BUILT NO. 2002-0266 ■ ■ PROPOSED WATER LINE IS PROPOSED APPROXIMATE LOCATION OF PROPOSED TO BE INSTALLED VIA DIRECTIONAL UNDERGROUND DRY UTILITY BORING PER PROJECT CONTRACTOR CONNECTIONS. SET ADJACENT TO PROPOSED WATER LINE. SEE NOTE 1 W Pam— WA WA WA W,� WA W WH W WA W "f wl t WA— N A--- WA--- WA - -- WA - -- WA - -- WA - -- WA - -- WA - -- WA - -- WA - -- WA - -- WA-- NA A --- --- WA - -- WA - -- WA - -- WA - -- WA - - - WA - -- WA - -- WA - -- WA - -- WA- -- WA Ln �U \ w Z_ J 2 Q ■ 2 TRAFFIC CONTROL PLAN OVA - WA- -- WA - -- WA- -- VA - - - IR,,, -- WA - -- WA- - - EXISTING EDGE OF PAVEMENT (PRIVATE ROAD; 1 � D 1 10 0 5 EXISTING FIRE HYDRANT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --` EXISTING 25 MPH SPEED LIMIT SIGN ti o TAP INTO EXISTING EXISTING MAILBOX CLUSTER WATER MAIN WITHIN I OLYMPIC AVE, TYP. I CONTRACTOR TO VERIFY INSTALL 1" WATER METER. INSTALL 1 1/2" 1 I MAIN SIZE, LOCATION, & e COPPER COMBINED FIRE/DOMESTIC SERVICE TO I DEPTH PRIOR TO C4.2 LINE FROM BACK OF METER W/ TRACER WIRE I i CONSTRUCTION, TYP I � I W WA WA WA— WA W I � I I I � I I I EXISTING EDGE OF I PAVEMENT VA- - - WA- - - WA- - WA I I � (OLYMPIC AVE) C5. C5. WORK ZONE 1 APPROX. LOCATION OF I VA- - - WA- - - WA - - - - WA- - - WA EXISTING POWER POLE 1iD PER CITY OF EDMONDS 1 1 GIS MAPPING EXISTING EDGE OF j 1 PAVEMENT I Iy 1 (OLYMPIC AVE) EXISTING WATER EXISTING WATER 1 I METER FOR 927 METER FOR 925 D 1 OLYMPIC AVE PER AS OLYMPIC AVE PER AS I APPROX. LOCATION OF I BUILT NO. 2002-0266 BUILT NO. 2002-0266 I EXISTING WATER MAIN EXISTING MAILBOX CLUSTER j WITHIN OLYMPIC AVE 1 PER CITY OF EDMONDS GIS MAPPING I 1�---------------------------------�/ 10 16 20 16 20 TRAFFIC CONTROL PLAN NOTES: 1. REFERENCE DETAIL 1/C5.2 FOR TYPICAL TRAFFIC CONTROL SYMBOLS, SIGN SPACING, ETC. 2. WORK EXPECTED TO OCCUR DURING STANDARD WORK HOURS, OR AS OTHERWISE DIRECTED BY THE CITY OF EDMONDS. 3. EXISTING FRONTAGE ALONG OLYMPIC AVE APPROXIMATED USING AERIAL IMAGERY FROM CITY OF EDMONDS AND SNOHOMISH COUNTY GIS MAPS. CONTRACTOR TO VERIFY EXISTING STRUCTURES AND EDGE OF PAVEMENT PRIOR TO CONSTRUCTION. 4. WORK ZONES: WORK ZONE 1: SHOULDER CLOSURE ON A 2 LANE ARTERIAL ROAD PER MUTCD TYPICAL APPLICATION 3 (DETAIL 2/C5.2) B L D XXXX-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED LI 4A.",o ' 08/30/2024 vv CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 G GUM+ ISw b-1WAL ' 01129124 J Qcn cn z z Q a a z LU w F- F- � w w C� W w w 0 0 0 d d U U M M 1:* 1:* W N \ N \ N \ N \ I_ r_ l0 Ql 00 O 1:* r_ O rl O O Y 0' Q DESIGN: NAT DRAWN: ATD CHECK: GAG JOB NO: 22372.20 DATE: 08/ 1 7/23 RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 W W Z Q p) 0 C) La J W 0 W Z CL 0 O O 0 2 'r- W SHEET: Z Q J 6_' C501 SCALE: 1" = 10' 10 0 5 10 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM 2009 Edition Page 633 Table 61-1-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board , Shadow vehicle O O 0 Arrow board support or trailer (shown facing down) IN Sign (shown facing left) Changeable message sign or support trader ® Surveyor Channellztng device Temporary barrier ® Crash cushion ® Temporary barrier with warning light L♦ Direction of temporary traffic detour Traffic or pedestrian signal 111111111111111. Direction of traffic ® Truck -mounted attenuator r� Flagger 0 Type 3 barricade High-level warning device (Flag tree) P-1 Warning light 0 Longitudinal channelizing device Work space Luminaire Pavement markings that should be LID Work vehicle removed for a long-term project Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams Distance Between Signs — Road Type A B C Urban (low speed)* 100 feet 100 feet 100 feet Urban (high speed)' 350 feel 350 feet 350 feet Rural 500 feet 500 feet 500 feet Expressway / Freeway 1 000 feet 1.500 feet 2,640 feet Speed category to be determined by highway agency The column headings A, B, and C are the dimensions shown in Figures 6H 1 through 611-46 The A dimension is the distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and second signs The C dimension is the distance between the second and third signs (The "first sign' is the sign in a three -sign series that is closest to the TTC zone. The 9hird sign- is the sign that is furthest upstream from the TTC zone.) Table 6H-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) in feet WS 40 mph or less L = 60 :5 mph or more L = WS Where. L = taper length in feet W - width of offset in feet S = posted speed limit, or off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed in mph Dccemher 2(X)9 STANDARD MUTCD DETAIL SCALE: NTS sect- 6H.01 NE 1 /4, SECTION 24, TOWNSHIP 27 Figure 6H-3. Work on the Shoulders (TA-3) SPIN XX 1X31111 A80A avow T Shoulder taper (see Note 7) Note. See Tables 6H-2 and 61H-3 for the meaning of the symbols andror letter codes used In this figure. Typical Application 3 STANDARD MUTCD DETAIL SCALE: NTS Shoulder taper (see Note 7) Shoulder taper (see Note 7) NORTH, RANGE 3 EAST, W.M. B L D XXXX-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED i r'r CITY ENGINEERING DIVISION O C ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 _G GUILL C4�� OF WAs$l� �2STEg� 1`Y ssloNaL ��' 01129124 J W LU J Q z z Q H O O z � � LU H H LU LU U W w w 0 0 0 0- 0- U U M (70 � � W N \ N \ N \ N \ � r_ r_ l0 0) Q 00 O � r_ O rl O O Y Q DESIGN: NAT DRAWN: ATD CHECK: GAG JOB NO: 22372.20 DATE: 08/ 1 7/23 RESUB Jul 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT O W W O Z Q 0) W 0 C) LLI J W CY O 0 w Z CL U-) 0 CL O :2 0 o 0 _ w SHEET: 6N C502