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M. SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DWAEER REINFORCED OR 12' PLAIN CONCRETE ALL METAL PIPE 15' CPSSP" 12' (WSDOT SID SPEC 9-05.20) SOLID WALL PVC 78• (WSDOT STD SPEC 9-05.12.(1)) PROFILE WALL PVC IS' (WSDOT STD SPEC 9-05.12(2)) 0• �'J• " CORRUGATED POLYETHYLENE ✓Jy� 9 I STORM SEWER PIPE 4', 6", 1 OR 12" RISER Sjl$�$�,j NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE OQYj ] WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE AA /• FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASIM A497 (AASNTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS AND FRAMES. 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20'. KNOCKOUTS MAY BE ETHER ROUND OR D" SHAPE. 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION F AND RISER SECTION SHALL NOT EXCEED 1/2-/FT. 7. DITCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE T WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) PRECAST BASE SECTION S. VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL REVISION DATE CITY OF EDMONDS JANUARY 201a CATCH BASIN TYPE I PUBLIC WORKS STANDARD DEPARTMENT DETAIL �s1 Ig9� APPROVED BY: R. ENGLISH SD-303 UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) UNDISTURBED NATIVE VEGETATION 0" TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL I � � JUND16TURSED UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF (LAWN) AREAS 2" ORGANIC MULCH 9RASS: SEED OR SOD 3" OF COMPOST1-IIClll-11 -11R 1.75' OF COMPOST INCORPORATED INCORPORATED INTO 5' OF I]--I-1-II -LLI -m INTO 6.25" OF SITE SOIL (TOTAL SITE SOIL TOTAL AMENDED ( -(]I- ILL -IT -ILL AMENDED DEPTH OF 9.5", FOR A DEPTH OF 9.5", FOR A -T IIF2111EII -E III-ITIT-I-I III SETTLED DEPTH OF 8") SEALED DEPTH OF B') I� LIJJI- MI IJr Il-I 1 SUBSOIL SCARIFIED 4' BELOW 'I' _ - -1 SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) _ - = - -.. 12" - - - :I�� COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 2" ORGANIC �y �� %/�i"//w" SEED 1. AREAS OF NO DISTURBANCE SHALL BE FENCED AND EXISTING VEGETATIONOIL SHALL BE MULCH ���/��/�/� 0 0" - T. 1 OR SOD MOMS CONSTRUCTION IMPACTS. 11.. 1 6" IMPORTED 6" IMPORTED 2, TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO TOPSOIL MIX (COMPACTED 0101 TOPSOIL MIX (COMPACTED FULLY SATURATE WITHOUT CAUSING EROSION. DEPTH) 6" it - DEPTH) - - - 3. COMPOST SHALL MEET SPEC. REQUIREMENTS IN THE 2017 SUBSOIL IS `r =1_' 'I' I' L- SUBSOIL IS EDMONDS STORMWAER 7). SCARIFIED �_� SCARIFIED 6' ADDENDUM (CHECKUST BELOW IMPORTED _ - _ - BELOW IMPORTED 4 OF TO TOPSOIL MIX 12" - TOPSOIL MIX REQUIRED) TO BECOMPACTION 65% (PSOIL MERE AX) OF THE MAXIMUM DRY DENSITY OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). lmlkii�CITY OF EDMONDS PUBLIC WORKS DEPARTMENT Fs1 iB90 POST CONSTRUCTION SOIL QUALITY AND DEPTH DECEMIBER 2A01] STANDARD DETAIL SD-642 APPROVED BY: MECHANICAL PLUG TRAFFIC RATED, LOCKING EXTEND CLEANOUT 2' ABOVE CAST VALVE BOX PER DESIGN PPLAN ELEVATION P AS HALT / fCIIOULAR MANUFACTURER OR PER PLAN CONCRETE RECOMMENDATIONS, SEE NOTES 1 AND 2 4' STREAMBED COBBLES PER WSDOT 9-03.11(2) DESIGN PONDING ELEVATION _ r v ^`� MECHANICAL PLUG ADD VALVE BOX EXTENSION OR SOIL L PIPE AS NECESSARY O.D. OF RISER PIPE SOIL TIGHT 45 BEND CLEANOUT COVER IN WYE PAVED AREA SOIL TIGHT LAWN/ 4(NOTES O SERIES VALVE COUPLER LANOSCAPEH LOCKING OR EQUAL. SEE UNDERDRAIN PIPE. ANO 2. PER PA S PLUG OR CONTINUED UNDERDRAIN CRUSHED4SURFACINGCONNECTION TOP COURSE (CSTC)NICAL PLUG CLEANOUT PER WSDOT 9-03.9(3 (SHOWN WITHIN BIOREENTION FACILITY) CLEANOUT COVER IN LANDSCAPE AREA GENERAL NOTES: I. CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE. 2. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 3. ALL FITTINGS SHALL BE SOIL TIGHT. 4. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF PONDING AREAS WHERE POSSIBLE. NOTES: I. CLEANOUT COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "DRAIN CLEANOUT; "CLEANOUT; "CO," OR SIMILAR. 2. TRAFFIC RATED LID REQUIRED IN AREAS WITH VEHICULAR LOADING. CITY OF EDMONDS STORM DRAINAGE CLEANOUT ION DATE BER 2017 NDARD LS PUBLIC WORKS DEPARTMENT Fs1 100 TAIL -619 APPROVED BY: R. ENGLISH 2' MIN SAWCUT SEE NOTE 10 R-1' HIM 4" OR MATCH EXISTING, WHICHEVER IS I" BATTER GREATER R-I SEE NOTE 12 0.05 FT FT 0 d 18" STANDARD �6"-5/8" SEE NOTE 11 MINUS CSTC SFANDARD TYPE 'A' CURB/GUTTER (NOT TO SCALE) NOTES: 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO UNE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2' TO 5/8- WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE UGHT BROOM. 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY C17Y ENGINEER. 11. CURB/GUTTER SMALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 12. ALL VERTICAL EDGES SHALL BE TACKED. ^� CITY OF EDMONDS CONCRETE CURB AND GUTTER REVISION DATE JANUARY 201a STANDARD PUBLIC WORKS DEPARTMENT Fs1_ IB9� DETAIL TR-520 APPROVED BY: R. ENGLISH DOWNSPOUT III OR 1L PER STANDARD D-303 OR 304 N) LEVEL TRENCH WITH ATED PVC UNDERDRAIN PIPE - ROOF)--"-I�� TO STORM DRAINAGE SYSTEM 00' (MIN) > S. (MIN), ~� TO STORM DRAINAGE SYSTEM DOWNSPOUT LOPE 10 (MIN) LEVEL TRENCH WITH TYPE 1 OR 1L PER STANDARD PERFORATED PVC UNDERDRAIN PIPE DETAIL SD-303 OR 304 P�(v NTS 1'(MIN) COVER COMPACTED BACKFILL SLOPE SEE WASHEDDRAINR331N ROCK, wl �CB Q 4" (MIN) PVC UNDERDRAIN PIPE PER I. (MIN) ABOVE SEASONAL WSDOT SPEC. 9-05.1(6), LAID LEVEL HIGH GROUNDWATER TABLE, OR HYDRAUUCALLY I--24" (MIN) GEOTEMILE, SEE NOTE 2 RESTRICTIVE LAYER SECTION A NTS GENERAL NOTES: 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 15) AND INFEASIBILITY REQUIREMENTS. 2. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SQUARE FEET OF CONTRIBUTING ROOF AREA. NOTES: 1. CLEANOUTS RECOMMENDED AT PIPE BENDS. 2. GEOEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. 3. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. q� REVISION DATE 11 CITY OF EDMONDS TYPICAL PERFORATED NOVEMBER 2018 STUB -OUT CONNECTION ® PUBLIC WORKS STANDARD DEPARTMENT DETAIL FsR 1890 APPROVED BY: R. ENGUSH SD-639 0' EXPANSION DUMMY JOIN JOIN e a f a.a A 4 a PLAN VIEW (NOT M SCALE) 5' MIN 1' FULL DEPTH 1/2" EXPANSION 7 CURB/GUTTER JOINT MATERIAL SEE DOE STD MAX DTL TR-520 _2R Z'J 1/2- R d 1/2' R-/ 'W a ° G W. 2" MIN 5/8" MINUS CSTC ON NATIVE BEARING SOIL SECTION VIEW SEE NOTE 9 NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CUSS 3000. 3. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6' THICK. 6. CURB AND DUFFER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT HARRIER INSTALLATION. 9. SUBGRADE SHALL BE COMPACTED TO 95X MAXIMUM DENSITY. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE }" RADIUS REVISION DATE CITY OF EDMONDS JUNE 2019 4CONCRETE SIDEWALK PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fsi iB90 APPROVED BY: R. ENGDSN TR-531 GENERAL NOTES 1. ALL MATERIALS AN O WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPUCABIE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATONS: 1.1. CURRENT INTERNATIONAL BUILDING CODE (IBC) 1.2. 2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION 1.3. WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS,UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JTHE E 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 -BUILD 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 SIIBMITTED TO THE qtt OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCGIPANCYMNAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND STE 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 UTIUTIES NOT SHOWN HEREON 'MRICH MAY BE AFFECTED BY TIRE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY UNES AT CONNECTION OR GROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBNTY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTIUTIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE B CONTRACTOR SHALL LOCATE AND PROTECT ALL UTIUTIES WRING 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 MID SHALL NOTIFY OWNER'S REPRESENTATIVE OF MY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANCE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTEMNICAL REPORT (WHERE APPUCABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WTH THE CONTENTS THEREOF. ALL SITE MURK SHALL BE PERFORMED IN STRICT COMPUMCE NTH THE RECOMMENDATIONS OF THIS REPORT. 12 STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 11 SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DEUNEATED AND PROTECTED AT ALL TIMES FROM COMPACDTEE ACTIVITIES I.. 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 WTH 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 UNES AND SHALL BE TIGITIINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REWIRED STORMWATER FAGUTIES 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, WAITS, 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 PUBUC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFIAW TEST REPORT. TEST REPORTS CAN BE FAX TO 425-744-6057 OR EMABED TO ,EFF.KOBLYKOEDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF STE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WTH APPROPRIATE REQUIREMENTS AND STANDARDS 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABIUZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSIIE 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 CULL NOT BE ALLOWED WTHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROC( MATERIALS ARE REQUIRED. 26. 2SLOPE OF FINISHED GRADE SHALL BE CONSTANT BEPEIIM FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WAITS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 20. 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 SHUTOTS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WTHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WTH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE 'WRITTEN APPROVAL O THE AUTHORITIES GOVERNING SAID UTIUTIES 31. ALL UTIUTIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY ONES 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 BACKFIWNG. 33. NEW UTIUTY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION WHERE NO DIMENSIONS ARE INDICATED LOCATIONS MAY BE SCALED FROM DRAWNGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND qtt. 34. FIELD STAKE ALL UTIUTY STUBS AT THE PROPERTY UNE 35. TRENCH BACKFILL OF UTILITIES LOCATED WTHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95X COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING 36. 'WHERE NEW PIPE GEARS AN EXISTING OR NEW UTILITY BY 6' OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTIUTIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTIUTIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPUCABLE) 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. z 0 F a U W 06 VJ J W a 0 Z J_ m R ;139 �YSC ­CJD �YSC n l J Z w y APPROVED FOR CONSTRUCTION T' 04/0612020 CITY OF EDMONDS DATE: "�' AS/'SHOWN BY: C1.1 CITY ENGINEERING DIVISION 2 - 4 MURPHY RESIDENCE NE 4, SEC 23, T 27, R 03, W. M. RESIDENCE BEND AND CAP CLEANOUr (MAX) rI-(IYP) OT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR i w 12" LOCKING COVER 12"3 FINISHED GRADE & 3 SEE NOTE 3 & END OF PIPER GRIPPER PLUG 2 (CHERNE 27061 OR APPROVED rc EQUAL) P TRRISER LEVELING COLLAR SEE NOTE 4 12' FVC SLEEVE6' RISEROR 6SDE SEER S.WYE AND 6' CITY SNB GENERAL CLEANOUT DETAIL 45' BEND 4" OR 6" 12' LOCKING COVER SIDE SEWER CLEANOUT DETAIL a� SEE NOTE 3 LEVELING COLLAR AT PROPERTY IJNE/CITY EASEMENT NOTES: W SEE NOTE 4 a ASPHALT SURFACE 1. SEWER PIPE SHALL BE SOR-35 AND JOINTS SHALL BE GASKETED. 12•f 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 END OF PIPE GRIPPER 4. LEVELING COLLAR SHAG. BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 OR APPROVED EQUAL) • IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT OR CONCRETE IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"K24'M6" DEEP CONCRETE COLLAR OR 24' DIAMETER z 6' DEEP UNDER ASPHALT CONCRETE COLLAR _� REVISION DATE CITY OF EDMONDS SEWER CLEANOUT DETAILS .MNUARY 2018 PUBLIC WORKS 4sl, STANDARD DEPARTMENT DETAIL 1890 APPROVED BY: R. ENGLISH SS-200 TRANSMON PANEL DRIVEWAY WIDTH OS STANDARD 1/2"FULL _ 11 EXPANSIONHJOINT NC S�DEWALK Q (TYp) SEE C SID ® DTL TR-531 3� O3 Tn PLATER MANTER Q CONCRETE CURB DRNEWAY APPryR�O,�ACH 3 AND GUTTER, SEE F .ME 8 SIDE SLOPE `'1') COE STD UTL O SLOPE AS NEEDED TR-520 DR N Y A P TO MATCH PLANTER GRADES DRIVEWAY APPROACH WIDTH VARIES© 5' MIN MIN 7WCUi SA O 8 %VARIES 211 M4% SLOPE l � ROUNDING CONCRETE DRIVEWAY APPROACH �6' 2' 5/8' MINUS CSTC COMPACTED SUBGRADE 10 SECTION A -A AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. COMM E SHALL BE CLASS 3000. 3 FINISH SHALL BE LIGHT BROOM. 8 ® FULL DEPTH 1/2" THRU EXPANSION JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT. MAXIMUM EXPANSION JOINT SPACING IS 1 CENTER TO CENTER. WHERE DRIVEWAY WIDTH IS LESS THAN 20'. EXPANSION SHALL BE PLACED AT CENTER OF DRIVEWAY. O DRIVEWAY WIDTHS TO BE CONSISTENT WITH CITY STD DTL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE ADJACENT RAMPS. © A MINIMUM 4' RAMP TO BE INSTALLED UNLESS APPROVED OTHERWISE BY CITY ENGINEER. O FULL DEPTH 1/2' EXPANSION JOINT REQUIRED BETWEEN CURB AND DRIVEWAY APPROACH. ® MPINTAIN 1/2' OP AT GUTTER ADJACENT TO DRIVEWAY APPROACH. O 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. 10 SUBGRADE SHALL BE COMPACTED TO 9511 MAXIMUM DENSITY. 11 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. DRIVEWAY APPROACH REVISION GATE [ANUARY 201a CITY OF EDMONDS TYPE III STANDARD PUBLIC WORKS DEPARTMENT DETAIL sl Ig9� TR-543 APPROVED BY: R. ENGLISH 7 LOCKING CLEANOUT COVER SEE COE STD DTL SS-200 6' LATERAL SEWER f 22.5' OR 45' BEND SLOPE - 2% MIN TU 50R MAX 6' TEE T -IF r POSSIBLE y yr- SEWER MAIN LOCATION FERN STRONGBACK RC SERIES 22.5' OR 45' BEND REPAIR/RECONNECTION COUPLING OR ROMAC COUPUNG 6" TEE POSSIBLE SEWER MNN LOCATION NOTES, 1.IF SEWER LATERAL IS DAMAGED OR HAS TO BE RELOCATED DURING CONSTRUCTION, RELOCATE/REPAIR SEWER PIPE AND RECONNECT USING A FERNCO RC SERIES STRONGRACK COUPUNG OR ROMAC COUPUNG. 2. A CONCRETE/PVC ADAPTER SHALL BE USED TO CONNECT PVC TO CONCRETE. 3. INSPECTION OF WORK IS REQUIRED AND MUST BE APPROVED BY THE ENGINEERING DEPARTMENT. 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. REVISION DATE CITY OF EDMONDS SIDE SEWER JANUARY 2018 RELOCATION/REPAIR PUBLIC WORKS STANDARD DEPARTMENT DETAIL sI Ig9� APPROVED BY: R. ENGLISH SS-20 1 (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY ONE & STAKED. PLACE 2"z4" TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRACE. PAINT TOP 18 INCHES WHRE. 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. LOCKING CLEANOUT COVER PER COE STD DTL SS-200 22.5' OR 45' BEND 6" TEST TEE 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX 6" WYE/6' ROMAC SADDLE SEE NOTES 1 AND 2 POSSIBLE SEWER MIN LOCATION 22.5' OR 45' BEND 6" TEST TEE 8" TEE POSSIBLE SEWER MAIN LOCATION NOTES: 1. 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 SPRINGUNE. 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 STRONGRACK 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 NEW LATERAL SEWER CITY OF EDMONDS MAY 2018 PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fsi 1g9� APPROVED BY: R. ENGLISH SS-202 FINAL JOINT SHALL BE A NEAT STRAIGHT illikk CLASS 1/2' ONE. ALL EXPOSED VERTICAL EDGES SMALL PG 581-1-22 BE TACKED NEATLY PER WSOOT STANDARD (SEE NOTES 4 & 5) SPECIFICATIONS 5-04.3(5)A APPROVED TACK OR APPROVED EQUAL AND SEALED PER 1 1 WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. EXISTING J HMA .. d d / MILK 4 CQ IMPORT OR NATIVE MATERIAL J/ CRUSHED SURFACE BASE COURSE PER WSDOT STD SPEC 9-03.9 (SEE NOTE 3) SACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DMSION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLINO 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. CSSC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING CSBC DEPTH GREATER THEN 6', THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4' THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. 5. ALLEY HNA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THA N 2" SMALL 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 SMALL BE NEATLY AND UNIFORMLY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL REVISION DATE v CITY OF EDMONDS TYPICAL HMA AND FEBRUARY 2020 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs �, 1g9U APPROVED BY: R. ENGLISH GU-410 z 0 F- a. U TD 0 W a 0 Z J_ m Iu O C cli o N t�D /1 o� C /n a C . d N� � yN m r 1f1��_,,dII V LL C > N chi 11Ju V U N oda m oa 4) �a3 R ;139 �YSC 1JID �YSC n l J Z Lu y APPROVED FOR CONSTRUCTION TE 04/0612020 CJTY OF EDMONDS DATE: AS SHOWN BY: .WIN. N. C1 .2 CITY ENGINEERING DIVISION s - 4 MURPHY RESIDENCE NE 4, SEC 23, T 27, R 03, W. M. I 0 10 20 HORIZONTAL SCALE �� o0 P 1 Y N o' 28.36' 3 3. 2' x 2' WOOD/STEEL FILTER FABRIC SECURED - TO 2'xRI 14 GA WIRE FABRIC EQUAL 2,_D• 12' X NATIVE BACKFILL MATERUII I 9' FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2' x 2' WOOD/STEEL POSTS 1 WIRE MESH FENCE TO SUPPORT FILTER 2'-0' FABRIC 2'-6' \-BURY BOTTOM OF FILTER I MATERIAL 812' NIL 6' MAXM NOTES 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY OF EDt�IONDS PUBUC WOR DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHOD BEFORE OTHER WORK CAN BEGI`. FILTER FABRIC FENCE JAN�UARY' 22018 FILTRATION SYSTEMS STANDARD DETAIL IPEEI1Lm ■e R. ENGLISH ER-900 .LS V TH N )E FULL WIDTH 3RESS/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 AT13 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 PUBUC 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 PUBUC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS. < 1/4 ACRE 30 < 1 ACRE So < 3 ACRE 100 > 3 ACRE 100 -PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN CITY OF EDMONDS STABILIZED CONSTRUCTION JAN�U� 22018 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fsy, ig9� IpFl1pLRD [R R. ENGLISH ER-901 RECOMMENDED CONSTRUCT/CN SEQUENCE 1. SCHEDULE A PRE -CONSTRUCTION MEETING WTH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. RENEW TEMPORARY EROSION AND SEDIMENT CONTRONOTES 3. CALL FOR UTIUTY LOCATES. 4. INSTALL TESC MEASURES AS SHOWN AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE 5. HAVE FROHON CONTROL MEASURES INSPECTED BY CITY OF EDMONDS OTY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND ER09ON 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 ESTABUSHED. 6. DEMOJSH EXISTING STRUCTURES, BUT EXISTING FOUNDATIONS TO REMAIN. 7. REMOVE EXISTING DRIVEWAYS AND DRIVEWAY APPROACHES 8. ROUGH GRADE SITE AS REWIRED TO INSTALL DRAINAGE FEATURES 9. CLEAR, GRUB B ROUGH GRADE SITE REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY PETER ROUGH C4RADING (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 10. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 11. STABIUZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 12. ESTABLISH LAND SWING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY OTY INSPECTOR. I. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWAMWW GNP T.5.13 2 INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, Ott OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REWIRED DURING CONSTRUCTION 3. HAULING ROUTE. THE ROUTE WALL BE 2ND TO GASPERS, 9TH AVE, PUGET DR, 196TH TO HIGHWAY 99 OR 1 5. 4. FILTER SOCKS WLL BE ADDED TO ANY CATCH BASINS DOWNSTREAM FROM THE CONSTRUCTION SITE. INCORPORATE AND REFERENCE CITY STANDARD DETAIL ER-902. 5. LOCATE AND DISCONNECT EXISTING WATER SERVICE LINE AT METER AND INSTALL A HOSE BIB WATH AN AYH. — — — — — — — — — CLEARING LIMITS SAWOUT — SF SILT FENCE PER DETAIL ER-900 OINLET PROTECTION PER DETAIL ER-902 O CONSTRUCTION ENTRANCE PER DETAIL ER-901 EXISTING CONCRETE SURFACE ® CONCRETE SURFACE TO BE DEMOLISHED CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES MR) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPUCATION 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 APPIW m Nr R. ENGLISH � o111! JANUARY 2018 STANDARD DETAIL ER-902 z 0 U U W O W H 2 Z VJ a Q J J z a o ULu J r^ V/ Q m W I— a d � o c Uv c a N 2". . . c � �� In LL cW StRf U aco moy �a3 R ;139 �YSID �CJD �YSC APPROVED FOR CONSTRUCTION TE 04/0612020 CITY OF EDMONDS DATE: AS SHOWN BY: CZ.O CITY ENGINEERING DIVISION 4-4