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A_19139_Murphy Residence_24x36w F_ Cn w w 2 ry w 0 U I O U O to Al .. PROJECT TEAM DEVELOPER/OWNER CLAIRE AND JOHN MURPHY 406 2ND AVE N EDMONDS, WA 98020 ARCHITECT HE/DI HELGESON NICOLE MCKERMAN H2D ARCHITECTURE t DESIGN 23020 EDMONDS WAY /113 EDMONDS, WA 98020 PH: 206.542.3734 EMAIL: info@h2dorchitects.com CIVIL ENGINEER PATRICK HARRON & ASSOCIATES, LLC SCHWIN CHAOSILAPAKUL, P.E. 14900 INTERURBAN AVE. S, SUITE 279 SEA TTLE, WA 98168 PH: 206.674.4659 EMAIL: schwindpotrickharron.com SURVEYOR TERRANE 10801 MAIN STREET SUITE 102 BELLEVUE, WA 98004 PH: 425.458.4488 EMAIL: support©terrone.net PROJECT DATA DEVELOPMENT DATA SITE AREA 0.18 ACRES (7,906 SF) SITE ADDRESS 406 2ND AVE N EDMONDS, WA 98020 PARCEL NUMBER 00592200000600 ZONED RS-6 MIN/MUM LOT SIZE 7,906 S.F. SETBACKS FRONT(STREET) 20 FEET SIDE YARD 10 FEET COMBINED (5 FEET X 2) REAR YARD 15 FEET MAXIMUM LOT COVERAGE 7,906 S.F.x35q=2,767.1 S.F. MAXIMUM BUILDING HEIGHT 25 FEET UTILITIES SEWER CITY OF EDMONDS WA TER CITY OF EDMONDS POWER SNOHOMISH COUNTY PUD NATURAL GAS PSE TELEPHONE COMCAST SCHOOL DISTRICT EDMONDS FIRE DISTRICT CITY OF EDMONDS ®PROX LOC OF SIDE STORM, ER CITY RECORDS P i SDCB 2 TYPE I \ RIM 41.5t a / FENCE 28 LF 4" ° 4" IE 39.0 (IN -SE) � 1_ N SD ® 2.0% PROJECT INFDRMATICIN LEGAL DESCRIPTION; PER PERSONAL REPRESENTA TI VE S DEED RECORDING# 20161I300588) LOT 6, SUNSET ADDITION TO THE CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 41, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. BASIS OF BEARINGS: THE CENTERLINE OF 2ND AVE BEARING = NORTH 30 4848" EAST PER Rl. VERTICAL DATUM & CONTOUR INTERVAL; NAVD 88 - PER GPS OBSERVATION REFERENCES: 1. SUNSET ADDITION TO THE CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 PLATS, PAGE 41, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. O O OJO � h5 O ii 0 0 1 MURPHY RESIDENCE FOUND MON IN CA` BRASS P" � "` \ EX. SDCB, TYPE I 7 /yam RIM 40.5E j 12 38.3 (OUT -NW) 36 LF 12" SD 12" 38.3 (NEW, IN -SW) (D.I.) @ 1.4% OF WATER "F^ORDS � / APPROXIMATE LOCATION OF NEIGHBOR'S \ -� DRIVEWAY PER GOOGFE =0 6 NE 4, SEC 23, T 27, R 03, W. M. ♦ N 10 20 )RIAL SCALE 406 2nd Avenue North I` Edmonds For the A 1%� 19 Sl TE '$ Brooklyn Hair Studio for Men Gall s1 a APi Louglrrin & ir El rr sny CPAS ® SITE CALLOUTS 1. BUILDING FOOTPRINT 2. CONCRETE DRIVEWAY (15' WIDTH). J. CONCRETE PATIO. 4. BALCONY. 5. CONCRETE WALK. 6. EXISTING PUD POWER PEDESTAL. 7. SAWCUT AND REMOVE PAVEMENT AND SIDEWALK TO INSTALL STORM. REPLACE /N KIND PER CITY OF EDMONDS STANDARDS. ® STORM CALLDUTS 1. CONNECT TO EXISTING STORM SYSTEM. 2. ROOF DRAIN SYSTEM (TYP). J. FOOTING DRAIN SYSTEM (TYP). 4. DIRECT STUB -OUT CONNECTION. 5. AMEND SOILS IN ALL DISTURBED AREAS THAT WILL BE PERVIOUS SURFACE (TYP). SEE DETAIL ON C 1.1. ® UTILITY CALLDUTS 1. CONTRACTOR TO VERIFY CONDITION OF EXISTING WATER LINE IS SUITABLE FOR RE -USE. NEW METER AND NEW SERVICE CONNECTION TO THE MAIN MAY BE REQUIRED. CAPACITY FOR DOMESTIC AND FIRE DEMANDS TO BE VERIFIED. IF NEW CONNECTION TO WATER MAIN IS REQUIRED, ALL DISTURBED AREAS WITHIN RIGHT-OF-WAY SHALL BE RESTORED TO CITY OF EDMONDS STANDARDS. 2. LOCATE AND CONNECT TO EXISTING SIDE SEWER LINE. CONTRACTOR TO 12 IE 38.8 (OUT -NE) i SDCB y1, TYPE I VERIFY LOCATION, DEPTH, AND CONDITION OF EXISTING SIDE SEWER LINE _ RIM 42.0E AND THAT CONNECTION FOR PROPOSED SIDE SEWER SERVICE CAN BE MADE / 4" IE 39.6 (I N - E) / AT A MIN/MUM OF 2. 0% SLOPE FROM THE BUILDING. PROVIDE VIDEO / INSPECTION THAT CONNECTION IS COMPLIANT WITH CURRENT CODES. _ EXISTING WATER METER a 7 ® 4" IE 39.6 (IN -SW) J. LOCATE AND CONNECT TO EXISTING PSE GAS SERVICE LINE. a / P 4" IE 39.6 (OUT -NW, W/D TE) / 4. CONNECT UNDERGROUND POWER SERVICE FROM EXISTING PUD POWER � 4 \ / / PEDESTAL. ---- 1 / a / `--� R� / ���V �� ♦ EASEMENTS - - - - - - / / R� � 44 LF 4" RD @ 1.8% / 66 LF 4 / \ // \ \ \ \ ♦ / 1. EXISTING ACCESS AND UTILITY EASEMENT TO REMAIN. � ® / 41 RD @ 1.0% SIDE SETBACK / / / NOTES ♦ / 1. EXISTING FRONTAGE IMPROVEMENTS THAT ARE FAILING, DAMAGED, OR NON-ADA COMPLIANT SHALL ° / \ \ \ / / BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. �o \ 2„ PEX PIPE ♦ ° ° ° y. / / \ 2. UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE SDCO 3 / / / REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY ° 5 % / \ WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. 20.0 ° ET / RIM 42.2t / / WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS 6o SI W/ WASHER �° e SETBACK ° ° 4 / \ / / "-,4" IE 40.4 ` / REQUIRED. ° dI° a ° ° ° \� ♦ w��� / / J. THE EXISTING SIDE SEWER (LINE FROM HOUSE TO EDGE OF EASEMENT) WILL NEED TO BE TV'D 13 LF 4 �� BY THE CONTRACTOR AND VIDEO MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL 4 RD ® 4.0% / o. / / / TO RE -USE. IF NOT REUSABLE SIDE SEWER SHALL BE REPLACED. ° NEW SINGLE FAMILY \ O 4. THE EXISTING SEWER LATERAL LINE FROM EDGE OF EASEMENT TO THE SEWER MAIN)IS 4EXISTING SHED ° RESIDENCE " „ : " PROPOSED TO BE REUSED. THE CITY'S PUBLIC WORKS DEPARTMENT WILL NEED TO TV THE ,� \ TO REMAIN 406 2ND AVE N S2 ti ' ` ` ' ' x LATERAL TO DETERMINE /F IT IS ACCEPTABLE TO RE -USE. IF NOT RE -USABLE, LATERAL SHALL - _ \ ` ' " ' ' BE REPLACED BY PROPERTY OWNER. CONTACT EDMONDS PUBLIC WORKS SEWER DIVISION, ° WA 98020 6" SS ° 4" IE 40.9 �°' `� � � � ' INLET � � � EDMONDS, ° �, FENCE COR o WALL RIM 42.4E EG 42.5 a 425-771-0235, TO SCHEDULE INSPECTION. \ 6 SS CONNECTION / / % % % 0.4'N & 0.9'E 0.3' SW 4" IE 40.4 a ° \ IE 39.5E ° d ° ° } EG 42.4 _ OF PROP COB 5. IF THE RIM TO INVERT ELEVATION EXCEEDS 5-FEET THEN A TYPE It MANHOLE WILL BE MAIN FFE = 42.9 �� ° SS -� .CE__�/ ° 4" IE 40.1 I--, IE 38.5E ; ; ; . REQUIRED. 20 LF 6 SS 2 ' ��S i ♦ 6. ALL DRY UTILITIES TO HAVE 3' MINIMUM HORIZONTAL SEPARATION FROM ALL OTHER UTILITIES. y ®5.0% ; Fq �F % / FOUND IRON P P E 7. DRIVEWAY CUT SHALL BE REMOVED AND REPLACED WITH CURB, GUTTER AND SIDEWALK PER Cl \ ° 3 ° 30 LF EX 6" OF EDMONDS STANDARDS. \ / \ 0.08'N & 0.2.3 AREA MAP N TS SDCO #1 RIM 42.5E 4" IE 40.0� \ o FENCE CC 0. 7' S 51 IMPERVIOUS AREA SUMMARY PROJECT SITE CATEGORY.• DISCHARGE LOCATION: CATEGORY 1 (MIN. REQUIREMENTS 1-5 REQUIRED) PUGET SOUND VIA CITYS MUNICIPAL SEPARATE STORM SEWER SYSTEM Impervious Areas Pervious Areas Description Area (sf) Description Area (sf) House + Garage Roof 2,559 Undisturbed Vegetation 2,022 Driveway 396 Replaced Vegetation 2,124 Walkway 138 P atio 355 Ex. Shed 312 Total New+ Replaced Impervious 3,448 Total Pervious 4,146 Total Impe rvious 3,760 % Pervious 52.4% % Impervious 47.6% SS a 5_D7. CF PROP COB Ix SSCO #2 4 \ ° ° a ° ° 2' FROM BUILDING / SSCO 1 ` RIM 42.6t W/ 12" CI LAMPHOLE \ ° ° IE 39.4E \ %:' „ a ° 15.0' REAR ; ; % / COVER W/ 2 HEXBOLTS a ° SETBACK RIM 41.8t ° �I o.o' AccESs�EA SUEMI ENT_ 6" IE 37.0f O 4„ IE 40.9 SHEET LIST TABLE SHEET NAME DESCRIPTION 1 C1.0 COVER SHEET & SITE & UTKIIY PLAN 2 C1.1 NOTES & SITE & UTK/TY DETAKS 3 C1.2 Ra4D AND UTK/TY DETXS 4 C2.0 TESC PLAN & DETAILS ABBREVIATIONS S„ CONC ♦ IN, 13 LF 4" RD ®0.8% / ' ' ' % ' ' / GENERAL: STORM: EX. EXISTING CB CATCH BASIN SDCO 2 « ��: a TYP TYPICAL SDMH STORM DRAIN MANHOLE RIM 43.1 f NTS NOT TO SCALE SDCO STORM DRAIN CLEANOUT WALL / �'IE PIPE INVERT 4 IE 40.8 SITE D.l. DUCT/LE IRON �01 FY FRONT YARD SLL SOLID LOCKING LID EAVE SY SIDE YARD DTE DOWN -TURNED ELBOW ♦ \ / 0.1 ' N RY REAR YARD UTE UP -TURNED ELBOW 5.0' SIDE SETBACK �� x x x =% BL SETBACK LINE O.W. OBSERVATION WELL :::: DWS DESIGN WATER SURFACE ROAD: LID LIVEIDEAD STORAGE INTERFACE o" Z CSTC CRUSHED SURFACE TOP COURSE SED SEDIMENT STORAGE o EAVE CSBC CRUSHED SURFACE BASE COURSE BOT BOTTOM ' ; ' FOUND REBAR/CAP RD ROOF DRAIN LS# 4561 GRADING: FD FOOTING DRAIN "BLDG 0. 4 2' N & 0.12' W FG FINISH GRADE TD TRENCH DRAIN OF PROP C O R EG EXISTING GRADE 2.3' N E , , , ` ` ; HP HIGH POINT WATER: /� / LP LOW POINT WA WATER . , FF FINISH FLOOR CONC ♦ TC TOP OF CURB SEWER &SEPTIC: :. WALL ♦ BC BOTTOM OF CURB SS SANITARY SEWER FL FLOW LINE SSMH SANITARY SEWER MANHOLE EL. ELEVATION SSCO SANITARY SEWER CLEANOUT % :: % % % _ f :: % ; ' %� ♦ DF DRAINFIELD EASEMAP LEGEND ASPHAL T SURFACE BUILDING CENTERLINE ROW CONCRETE SURFACE RETAINING WALL FENCE LINE (CHAIN LINK) FENCE LINE (WOOD) GAS LINE G ❑ GAS METER ACCESS & UTILITY EASEMENT ►�� MONUMENT IN CASE (FOUND) REBAR/1RON PIPE AS NOTED (FOUND) P ❑ POWER METER POWER (OVERHEAD) POWER POLE W/ LIGHT REBAR & CAP (SET) ROCKERY SEWER LINE STORM DRAIN LINE T`- TREE (AS NOTED) WATER LINE NAIL AS NOTED WA TER METER APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION m W � aaaaaaa L � r ac• OO LU 0- z 0 120 W Ow C) �__ M co cfl co rn ai O (n c FL N � (Do N (n X co L LL N � E Q'coo C: coo W o�L U N ca CL �� a PROJ. NO. DSN. BY. 19139 Sc DWN. BY: CHK. BY: CJD Sc w U z W 0 L.L ^:1z I.NL 5� G DATE 0 A /06/2020 SCALE. AS SHOWN DRAWING NO. C 1 • O 1 DF 4 0 0 Z o 0 w D7 o CO, Q 3: w 0 (6 L N 0 0 02W w U � MURPHY RESIDENCE NE 4, SEC 23, T 27, R 03, W. M. GENERAL NOTES z 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, 0 THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: 1.1. CURRENT INTERNATIONAL BUILDING CODE (IBC) DOWNSPOUT TYPE 1 OR 1 L PER STANDARD 1.2. 2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION MECHANICAL PLUG TRAFFIC RATED, SLOPE DETAIL SD-303 OR 304 CIRCULAR LOCKING 1.3. WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT Lu CAST VALVE BOX PER EDITION EXTEND CLEANOUT 2" ABOVE 10' (MIN) LEVEL TRENCH WITH DESIGN PONDING ELEVATION ASPHALT/ MANUFACTURER PERFORATED PVC UNDERDRAIN PIPE 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS PIPE ALLOWANCES OR PER PLAN CONCRETE RECOMMENDATIONS, NOTED OTHERWISE MAXIMUM SEE NOTES 1 AND 2 II a 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. PIPE MATERIAL INSIDE DIAMETER 4" STREAMBED COBBLES A 3: 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. PER WSDOT 9-03.11(2) J - 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL REINFORCED OR 12" II o SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT Lu PLAIN CONCRETE DESIGN PONDING 10' (MIN) II 5' (MIN) = COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL Q ELEVATION ROOF - ALL METAL PIPE 15" _ � APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 0 0 0 z GUTTERLguy TO STORM 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. SEE APPLICABLE STANDARD DETAILS �g0 0AC � DRAINAGE SYSTEM 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY � a a a a a a a =1 FRAME AND GRATE CPSSP* 12" 00�0 000I �- OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY (WSDOT STD SPEC 9-05.20) 1= �o o Oo o MECHANICAL PLUG COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY SOLID WALL PVC I 1=1 f-i i-i i - i=i I n LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE (WSDOT STD SPEC 9-05.12.(1)) 15" 1 I l fIiI I Il I I 1 III =I 1= 10' (MIN) 5' (MIN). AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF f-III-III=III=i =III=11 ADD VALVE BOX I h EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO 5 PROFILE WALL PVC 15" -I I I -I I I=1II-I I I -I I I= EXTENSION OR SOIL _ _ _ = TO STORM RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE QP ...... ��� S� 3 (WSDOT STD SPEC 9-05.12(2)) 1=III=III=III=1 =III=1 PIPE AS NECESSARY DRAINAGE SYSTEM DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. P;z h .III -III -III -III -III- TO ACCOMMODATE SLOPE �• 20' -1 I-1 f-1 I -I .III- DOWNSPOUT ' 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND W. N CORRUGATED POLYETHYLENE T- -T- - I O.D. OF RISER PIPE 10' (MIN) LEVEL TRENCH WITH O ;10 < �i Q S• STORM SEWER PIPE II II _ II TYPE 1 OR 1 L PER STANDARD PERFORATED PVC UNDERDRAIN PIPE UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. Q 3 (' �� �� z \& 5 SOIL TIGHT 45° BEND II -I CLEANOUT COVER IN DETAIL SD-303 OR 304 PLAN 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY Z �: PAVED AREA OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. `"�s •` �� -i I f-1 I f-i 1- =III= NTS ••......• � \2", 4", 6", OR 12" WYE =III=III= - -Ill 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. CS PRO O TI 11=_III-II =1II- 1'(MIN) 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE SOIL TIGHT 11 I=i I 1I = LAWN/ NDS PRO SERIES VALVE COVER HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE NOTES: COUPLER LANDSCAPE BOX WITH LOCKING COMPACTED BACKFILL RECOMMENDATIONS OF THIS REPORT. 6" (MIN) COVER, OR EQUAL. SEE SLOPE 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL UNDERDRAIN PIPE, NOTES 1 AND 2. -� 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE C II=III =III=III=III=III=III /77i REPORT. MISER SECTION PER PLANS J Q 6" (MIN) 11=11 III=III=III=III=III=1 \\\ WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). B�oC ` I -III-I 1=III=III=III-III=III / / 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE I =1 I I I =1 - I =1 I -I = /�' DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE WASHED DRAIN ROCK, ;,�ooO O O O SEE NOTE 3 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR FABRIC HAVING A MIN. AREA OF 0.1F SQUARE INCHES PER ,fir C jQD COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY �V`"UC��,-:.�J ` `.,; __ ;,J /\ �( 2 TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT /�,�// // // // // // // 4" MIN o�O(�o o�O(�o N/\\'�� ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. `�J 2 /�\�\/\�\ /\ ( ) \ C8 0O 4" (MIN) PVC UNDERDRAIN PIPE PER 6 BE PLACED IN KNOCKOUTS. �\,�\� \\ o o � O 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER 4' 1' (MIN) ABOVE SEASONAL WSDOT SPEC. 9-05.1(6), LAID LEVEL PROPOSED OR EXISTING SITE FEATURES. W 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF PLUG OR CONTINUED UNDERDRAIN HIGH GROUNDWATER TABLE, 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE a CRUSHED SURFACING ALL JOINTS, RINGS, RISERS AND FRAMES. CONNECTION MECHANICAL PLUG OR HYDRAULICALLY 24" (MIN) GEOTEXTILE, SEE NOTE 2 DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. ,., TOP COURSE (CSTC) O� RESTRICTIVE LAYER 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX CLEANOUT PER WSDOT 9-03.9(3) UNLESS OTHERWISE APPROVED BY THE ENGINEER. DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR (SHOWN WITHIN BIORETENTION FACILITY) CLEANOUT COVER IN 18. ALL ROOF DRAINSPERIMETER FOUNDATION DRAINSCATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE Lu W o "D" SHAPE. LANDSCAPE AREA SECTION A , STORM DRAINAGE SYSTEM, , UNLESS NOTED OTHERWISE. 0- ,,�x Q w 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE GENERAL NOTES: 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF W PIPE INVERT IS 5-0". THE SITE STORMWATER DETENTION SYSTEM. 1. CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE. GENERAL NOTES: 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON z 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION THESE DRAWINGS. 0 � 2. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 15) AND 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION J w < 7. CATCH BASIN FRAME AND GRATE SHALL 3. ALL FITTINGS SHALL BE SOIL TIGHT. INFEASIBILITY REQUIREMENTS. ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN - J ACES SHALL 4. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF PONDING AREAS WHERE POSSIBLE. 2. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SQUARE FEET OF CONTRIBUTING ROOF AREA. m O _ `� S WITH STANDARD SPECIFICATIONS. MATING SURFACES BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYKOEDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE ACCORDANCE BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY OWNER ANNUALLY THEREAFTER. COVER POSITION. NOTES: NOTES: 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. 7 (MEASUREMENT AT THE TOP OF THE BASE) 8• VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" 1. CLEANOUT COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "DRAIN CLEANOUT," 1. CLEANOUTS RECOMMENDED AT PIPE BENDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR L PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. "CLEANOUT," "CO," OR SIMILAR. 2. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC 2. TRAFFIC RATED LID REQUIRED IN AREAS WITH VEHICULAR LOADING. GRADING AND EROSION CONTROL REQUIREMENTS. 3. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. 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 _ REVISION DATE REVISION DATE REVISION DATE REQUIRED. 00 JANUARY 2018 STORM DRAINAGE DECEMBER 2017 TYPICAL PERFORATED NOVEMBER 2018 26. 2LLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. co CITY OF EDMONDS CATCH BASIN TYPE I CITY O F E D M O N D S C L E A N O U T CITY O F E D M O N D S STUB - O U T C O N N E C T I O N 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. rn 00 T� PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD 7 PUBLIC WORKS STANDARD PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND V < DEPARTMENT DETAIL \ DEPARTMENT DETAIL DEPARTMENT DETAIL EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. Fs t . 189� APPROVED BY: R. ENGLISH S D - 30 3 Fs t , J B 9° APPROVED BY: R. ENGLISH S D - 61 9 Fs t I B 9") APPROVED BY: R. ENGLISH S D - 6 3 9 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, w co SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY y� co HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. W cn 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE m or AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH a N ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. C° UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. V °� = N (SEE NOTE 1) AREAS (SEE NOTE 1) 10 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S 0 (n x EXPANSION DUMMY s m JOINT JOINT EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. (6 LL UNDISTURBED 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE - E o UNDISTURBED ° d ° d ° 0) a) m NATIVE VEGETATION 0" TURF/LAWN/LANDSCAPE ° a a ° SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. C > Lo ° cf)2' MIN SAWCUT ° ° a a 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. Q co c Q \\//AAA\A/A\AAA °' ° ° a 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%a COMPACTION TEST W \\��\\�\//\\/\\\ \\//\\//\\/\'\j \//\/\\// 5-1 /2., SEE NOTE 10 ° c O /\\ \/i\ \�/\\ \/\\O�\/i\\\\r\\/ R=1/2" R=1" HMA 4" OR MATCH a a °, ° REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. w ijA\/�/A//A//A//A/ �%/A// //A//A//�//A// ° ° - UNDISTURBED NATIVE SOIL /\\ j\//\/�\/�\j j�\\�\/�\/�\��\/�\/ UNDISTURBED NATIVE SOIL EXISTING, WHICHEVER IS ° ° a a a ° 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION j_ Co /� GREATER a 9 a BETWEEN THE UTILITIES. o - \ \ \\ \\ \ \ \\ \\ \\ 1 " BATTER U c N ~�\j// " a 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. c� \//\//\// R=1 ° ° a ° a 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. p c \\\\j/ SEE NOTE 12 a ° a 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 T d OPTION 1 - NO DISTURBANCE 10, O.C. 5' O.C. INSTALLATION. PROJ. NO. DSN. BY. OPLANTING BEDS TURF (LAWN) AREAS 4 PLAN VIEW 19139 Sc z / / /; /�; (NOT TO SCALE) I 2" ORGANIC MULCH /� // DWN. BY. CHK. BY: �j j��� GRASS: SEED OR SOD r r�/,r� o" a a as cJD Sc II IIII11I 11 11 111 11 11 11 Q Q d U III=III=III=III=III-III=III I I=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I E 4"-5/8" 5' MIN 1' -III=III=III-III-III-III III=III-III=III=III-III-II 18" STANDARD 6"-5/8" III=III-III=III=III=III=III II=III=III=III=III=III=III MINUS CSTC 3" OF COMPOST =III=III=III-III-III-III III-III-III-III=III=III-II 1.75" OF COMPOST INCORPORATED SEE NOTE 11 MINUS CSTC I IIIIIIIIIIIIIIIII IIIIIIIIIIIIIII-III FULL DEPTH 1 /2" EXPANSION INCORPORATED INTO 5" OF =III=III=III=III=III-III III=III=III=III=III=III=11 INTO 6.25" OF SITE SOIL (TOTAL CURB/GUTTER JOINT MATERIAL MPy SITE SOIL (TOTAL AMENDED III=III-III-III-III-III=III 11=III=III=III=III=III=III AMENDED DEPTH OF 9.5", FOR A SEE COE STD DEPTH OF 9.5", FOR A -III-III=III=III=III=III III=III=III=III=III-III=11 SETTLED DEPTH OF 8") STANDARD TYPE "A" CURB/GUTTER III-III-III-III-III=III=III 11=III-III-III=III=III=III DTL TR-520 2% MAX � cf)SETTLED DEPTH OF 8" (NOT TO SCALE) 2• w III-III=III-III III III III=III III III III III=11 ° a 1 111=111=111=111=1 I I-III=III 11=111=111=111=111=III III i 2" R a a d. 1 /2" R I�IIHII=III-III-III-III 8" IIIL�Illlyllllll�l III ��II / (n SUBSOIL SCARIFIED 4" BELOW 1 VAAVA VAA VVA VA \ �' SUBSOIL SCARIFIED 4" BELOW _/ // // / //A // //A //A a a a a a o a a a a a � COMPOST AMENDED LAYER k/\ \/\ \\�\� \/ \/ /\\/ \\/ COMPOST AMENDED LAYER O (12" BELOW SOIL SURFACE) // ///\// \/�` //\ \ (12" BELOW SOIL SURFACE) o - NOTES: a a a a 2" MIN 5/8" MINUS CSTC Q o 3:OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. ON NATIVE BEARING SOIL _ � CDIN o GENERAL NOTES: SECTION VIEW SEE NOTE s �^ z I 0 PLANTING BEDS TURF (LAWN) AREAS 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. V J z LuM o NOTES: (NOT TO SCALE) _ � Q o 3 1. AREAS OF NO DISTURBANCE N 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. p Q N � �., SHALL BE FENCED AND EXISTING rn 0 2" ORGANIC /�j��j��j�' GRASS: SEED VEGETATION AND SOIL SHALL BE 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. /'�/ 0 0 o MULCH/,���,/�/,�� p" OR SOD PROTECTED FROM CONSTRUCTION LJ� O I III=111=III=III III=III 1=III=III=III=III=III=III IMPACTS. 2. CONCRETE SHALL BE CLASS 3000. Q o O E IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111111111111111111111111 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. Lu w O III-III-III=III=III=III=1 III=III=III=III=III=III=III 2. TO MEASURE SETTLED DEPTH, 3. FINISH SHALL BE LIGHT BROOM. 00 U 6" IMPORTED II-III-III-III-III=III-III 1=III=III=III=III=III=III 6" IMPORTED WATER SOIL SUFFICIENTLY TO 6. CONCRETE SHALL BE CLASS 3000. Q w Q -O TOPSOIL MIX III-III-III=III=III=III- II=III=III=III=III=III=1 TOPSOIL MIX FULLY SATURATE WITHOUT 4. SIDEWALK THICKNESS SHALL BE 4. 2 U II -III -III III -III -III -III 1=III=111=111=III=III=III 7. FINISH SHALL BE LIGHT BROOM. � W (COMPACTED IIIIIIIIIIIIIIIIIII III=III=IIIIIIIIIIII-III (COMPACTED CAUSING EROSION. L.L Z DEPTH) 11=III=III=III=III=III-III 1=III=III-III=III=III=III DEPTH) 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. I III -I -I - II- I =1 6" l= = I-I=11=11=11I 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. � 'III \\ \ \ II \\ \ I"� 3. COMPOST SHALL MEET SPEC. O 1= / //\ I \// j I-/\// I 1= REQUIREMENTS IN THE 2017 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. (n -I ,/I \/ \< y\ II j\\j/ EDMONDS STORMWATER 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE SUBSOIL IS // //\ // / / / I r SUBSOIL IS DIRECTED BY CITY ENGINEER. SCARIFIED 6" /\ �j\\\ /\\j \\j \�j \\j ADDENDUM (CHECKLIST 7). 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. -� � / // // / / / / j SCARIFIED 6" •� BELOW \j / /\\ \j\\/\/ j\\/\ \\ ` BELOW 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. IMPORTED / // // / /// // i 4. COMPACTION OF TOPSOIL (WHERE 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. TOPSOIL MIX %//AA /jA�/AAA //AjAA %/A`y/AA// A j IN REQUIRED) To BE TO 85% (MAX) \/ /\/�/\ /\i 12" /\/\/\ /\/ TOPSOIL MIX 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. -i -L�y�� �\ •� �\ of THE MAXIMUM DRY DENSITY PER MODIFIED PROCTOR TEST OPTION 3 IMPORT TOPSOIL 12. ALL VERTICAL EDGES SHALL BE TACKED. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE �" RADIUS a - (ASTM D1557). N REVISION DATE REVISION DATE REVISION DATE APPROVED FOR CONSTRUCTION DATE: 04/06/2020 o✓ CITY OF EDMONDS POST CONSTRUCTION SOIL DECEMBER 2017 CITY OF EDMONDS CONCRETE CURB JANUARY 2018 CITY OF EDMONDS JUNE 2019 CITY OF EDMONDS �" QUALITY AND DEPTH AND GUTTER CONCRETE SIDEWALK SCALE. N n DATE: AS SHOWN 0- PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD =a PUBLIC WORKS STANDARD DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL BY: DRAWING NO C • O N Fst. 18g� APPROVED BY: SD-642 �s} 1890 APPROVED BY: R. ENGLISH TR-520 Fs/ 189 APPROVED BY: R. ENGLISH TR-531 CITY ENGINEERING DIVISION L� 2GF4 .�Z ii MURPHY RESIDENCE m NE 4, SEC 23, T 27, R 03, W. M. z 0 Z (IF STUB FOR FUTURE DEVELOPMENT) 0- SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4" 0� TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET U EXTENDS ABOVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, (n RESIDENCE d w p z STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2" LIJ Of n INVERT. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT LINE. ALL EXPOSED VERTICAL EDGES SHALL 581-1-22 CLEANOUT a 0 WITH 45' OR ABOVE FINISHED GRADE. BE TACKED NEATLY PER WSDOT STANDARD (SEE NOTES4 & 5) (S BEND AND 2' CAP w a LOCKING CLEANOUT COVER p Of SEE COE STD DTL SS-200 a Z J 1' SPECIFICATIONS 5-04.3(5)A APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION fCLEANOUT (MAX) (TYP) TO AVOID UNDERMINING EXISTING PAVEMENT. 7ZI\//% /./\��\/\/\��\�/�\�/�\��\//�\//��//\/\ o LOCKING CLEANOUT COVER W a PER COE STD DTL SS-200 NOT TO EXCEED 100' BETWEEN CLEANOUTS / ........................................................................ ..... ............................................................................ ............................................................................ CLEANOUT (WYE WITH CAP //i//i//i//i//r\r\r\r\r\r\r\r\ EXISTING aaaaaaa AND CLEANOUT COVER) AND Iz Zoe HMA CONCRETE LEVELING COLLAR J w w .............................. . d 12" LOCKING COVER o o ? ��ap . a SEE NOTE 3 12"f FINISHED GRADE w o END OF PIPER GRIPPER PLUG 6" LATERAL SEWER 22.5' OR 45' BEND SLOPE - 2% MIN TO 50% MAX 6" TEE d w w a UI o v, 22.5' OR 45' BEND o i a / \/\ d\�\�� L c/ a 0 (CHERNE 27061 OR APPROVED f a 6" TEST TEE � \\�\\\�\\ EXISTINGi / / aQ d EQUAL ) a -I- -p _ _ _ POSSIBLE CL p cn 6" LATERAL SEWER a SLOPE - 2% MIN TO 50% MAX 6" WYE/6" ROMAC SADDLE .4 � MATERIAL /�/� a a a C/1 O WATER TIGHT CAP ��\�/: /\\/\\/\v\/\\/\\! J- -!4 SEWER MAIN\�/\�/ LOCATION SEE NOTES 1 AND 2 IMPORT ATERIAL �• 4 LEVELING COLLAR 45' RISER SEE NOTE 4 \ \ \ \ POSSIBLE 10 SEWERLOCATIONAIN CRUSHED SURFACE BASE BA KFILLO SHALLBEZ COURSEPER DOT STD TO 95% MAXIMUM DENSITY �' ••• Q �\ SPEC 3) � PRE 45' 12" PVC SLEEVE u'- FERNCO STRONGBACK RC SERIES 22.5' OR 45' BEND REPAIR/RECONNECTION COUPLING (SEE NOTE 2) (SEE NOTE 3) TRENCH WIDTH S 6" RISER OR ROMAC COUPLING 4" OR 6" SIDE SEWER 22.5' OR 45' BEND 6" WYE AND 6" CITY STUB 6" TEE GENERAL CLEANOUT DETAIL 45' BEND 6" TEST TEE POSSIBLE SEWER MAIN 6" TEE NOTES: 4" OR 6" SIDE SEWER CLEANOUT DETAIL LOCATION 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR 12" LOCKING COVER POSSIBLE BACKFILLING REQUIREMENTS. 1 3 Z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT f SEWER MAIN w of o w LEVELING COLLAR w x NOTES: NOTES: LOCATION 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL _ j ao � SEE NOTE 4 NOTES: MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. � a a t � ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE 1. IF SEWER LATERAL IS DAMAGED OR HAS TO BE RELOCATED DURING CONSTRUCTION, 3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING J GASKETED. RELOCATE/REPAIR SEWER PIPE AND RECONNECT USING A FERNCO RC SERIES 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON CSBC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT LLI 12"t 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. STRONGBACK COUPLING OR ROMAC COUPLING. DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. EXCEEDING 6". Q 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 2. A CONCRETE/PVC ADAPTER SHALL BE USED TO CONNECT PVC TO CONCRETE. 2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH Z Z 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED 3. INSPECTION OF WORK IS REQUIRED AND MUST BE APPROVED BY THE ENGINEERING WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. GREATER THAN 4" SHALL MATCH EXISTING. W SLEEVE EQUAL. 6" RISER DEPARTMENT. 3. IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, ACONCRETE/PVC STRONGBACK FERNCO RC SERIES 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. J Q Q END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. - � Q PLUG (CHERNE 270261 OR APPROVED EQUAL) • IN ROADWAYS PER COE STD DWG GU-424 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 4. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". m TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP 5. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS O UNDER ASPHALT OR CONCRETE CONCRETE COLLAR 6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL. 0. REVISION DATE REVISION DATE REVISION DATE REVISION DATE JANUARY 2018 SIDE SEWER JANUARY 2018 MAY 2018 TYPICAL HMA AND FEBRUARY 2020 CITY OF EDMONDS SEWER CLEANOUT DETAILS CITY OF EDMONDS RELOCATION/REPAIR CITY OF EDMONDS NEW LATERAL SEWER CITY OF EDMONDS UTILITY PATCH �� PUBLIC WORKS STANDARD �� PUBLIC WORKS STANDARD � PUBLIC WORKS STANDARD �� PUBLIC WORKS STANDARD o0 DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL � o Fs t 189 S S - 2 0 0 Fs t 189 S S - 2 0 1 Fs t 1 S 9� S S - 2 0 2 Fs } 18 9(3 G U - 410 rn < APPROVED BY: R. ENGLISH APPROVED BY: R. ENGLISH APPROVED BY: R. ENGLISH APPROVED BY: R. ENGLISH . V 60 0) a)CD uo . E 07 TRANSITION 5 PANEL DRIVEWAY WIDTH O STANDARD 1/2" j c: m FULL DEPTH CONCRETE 11 EXPANSION JOINT SIDEWALK N SEE COE ST Q (Typ) O D 4 V °� o N a DTL TR-531 Q C L (n x LL O NIA N 3 10 O !✓ p � Lo U Q 0) � C o w PLANTER / I (n w o O6 \ w w \ PLANTER Wco (B w ✓ .v / \ w ✓ .v .v U tD U a) Ocu -- --- -- --- - C04- APPROACH 3' CONCRETE CURB =LINE CL p CAND GUTTER, SEE SIDE SLOPE (TYP) t�8 NDRIVEWAY rn OCOE STDDTL SLOPE AS NEEDED d TR-520 TO MATCH PLANTER DRIVEWAY APPROACH GRADES No. osN. BY: DPROD. DRIVEWAY APPROACH 19139 SC O WIDTH VARIES 5' MIN 8'-12' OWN. BY: CHK. BY: 2' MIN 7 SAWCUT CJD SC Og 8 %4 IAR 2% MAX SLOPE r, ROUNDING a \ .A��A��A�a��A,� ��/�/��/i�/��/�//��/I�i��i 6" CONCRETE DRIVEWAY APPROACH r 2" 5/8" MINUS CSTC V COMPACTED SUBGRADE 10 z SECTION A -A NOTES: } = O1 CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR 0 a o 04 o co 0 TO POUR. (%) � 0m Z o 2 CONCRETE SHALL BE CLASS 3000. "_ W w Q 0 33 FINISH SHALL BE LIGHT BROOM. O Q 3 N w O FULL DEPTH 1/2" THRU EXPANSION JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT. MAXIMUM EXPANSION JOINT 0 0 Z0 0 SPACING IS 10' CENTER TO CENTER. WHERE DRIVEWAY WIDTH IS LESS THAN 20'. EXPANSION SHALL BE PLACED AT Z c�l CENTER OF DRIVEWAY. Q o p w O DRIVE AY WIDTHS TO BE CONSISTENT WITH CITY STD DTL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE ADJACENT 0 0 0 3z J wQ O6 A MINIMUM 4' RAMP TO BE INSTALLED UNLESS APPROVED OTHERWISE BY CITY ENGINEER. U 7O FULL DEPTH 1/2" EXPANSION JOINT REQUIRED BETWEEN CURB AND DRIVEWAY APPROACH. O8 MAINTAIN 1/2" LIP AT GUTTER ADJACENT TO DRIVEWAY APPROACH. O9 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. 10 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 11 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. REVISION DATE DRIVEWAY APPROACH JANUARY 2018 CITY OF EDMONDS TYPE III T= PUBLIC WORKS STANDARD APPROVEDOOUD FR CNSTRCT/N 6` DATE: 04/06/2020 DEPARTMENT CITY CIF EDMDNDS DETAIL Fs t . 189 cj T R - 5 43 DATE: SCALE AS SHOWN APPROVED BY: R. ENGLISH BY: CITY ENGINEERING DIVISION DRAWING NO. C 1 • 3 OF 4 .i co a a� cn o� c Y o c 0 0 cn - c 0 0 W II 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 12" NATIVE BACKFILL MATERIAL O FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS -\ WIRE MESH FENCE TO SUPPORT FILTER 2'-0" FABRIC /\��\%/\/ \\% /\z'\//\//\//\//\//\//\//\ /\i BURY BOTTOM OF FILTER MATERIAL 8" TO 12" LL] 6' MAX Li \N 1. \.I,-N v- n dN- C) �Np �C6o FO ss P t � P N 0 �- 28.36' 3 3 30 lROW , 3 ow W ? D 3 r NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. '7 A417� i7il 11` 17' 3 p �P G -G- - - CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE JANNUAARRY 2018 FILTRATION SYSTEMS STMDARD DETAL R. ENGLISH E R- 9 0 0 FILTER FABRIC FENCE PER �'� EX SHED TO REMAIN STANDARD DETAIL ER-900 - 1 MURPHY RESIDENCE NE 4, SEC 23, T 27, R 03, W. M. _LS N TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. (2 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN i STABILIZED CONSTRUCTION JANUARY 22018 CITY OF EDMONDS ENTRANCE WORKS STMDARD DEPARTMENT DETAIL R. ENGLISH E R - 9 RD 01 1� QE \�Or\ 1'�s1 p O• GOR OF 1 � I ss I CUT AND CAP EX SIDE SEWER 20 MINIMUM FROM PROPO� BUILDING IF REUSABLE. OTHERWISE, CUT AND CAP EASEMENT BOUNDARY. S 20.0' REMOVE EX SIDE SEWER TESC NOTE: ** I. ALL EXISTING STRUCTURES ONSITE WITHIN CLEARING LIMITS TO BE REMOVED UNLESS 1 OTHERWISE NOTED. *; 10.0' ACCESS AND T*� UTILITY EASEMENT TEMPORARY STOCKPILE (STOCKPILE IS TO BE COVERED WITHIN 24 % _- HOURS) 10.0'-� I 5.0' I GPQ \� Q O � QUO O ,I 41,1,4 • -,A I v ; 1 �+ `St. 18y" RECOMMENDED CONSTRUCT/ON SEQUENCE 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES. 3. CALL FOR UTILITY 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 EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH EXISTING STRUCTURES, BUT EXISTING FOUNDATIONS TO REMAIN. 7. REMOVE EXISTING DRIVEWAYS AND DRIVEWAY APPROACHES. 8. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 9. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 10. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 11. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 12. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 1. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13 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. HAULING ROUTE. THE ROUTE WILL BE 2ND TO CASPERS, 9TH AVE, PUGET DR, 196TH TO HIGHWAY 99 OR 1 5. 4. FILTER SOCKS WILL 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 WITH AN AVB. TESC LEGEND CLEARING LIMITS - - - - - - - - - SAWCUT SIF SILT FENCE PER DETAIL ER-900 OINLET PROTECTION PER DETAIL ER-902 CE CONSTRUCTION ENTRANCE PER DETAIL ER-901 l a l EXISTING CONCRETE SURFACE CONCRETE SURFACE TO BE DEMOLISHED 97_Nt]:m Llff211 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 AP§h R. ENGLISH �soN oae JANUARY 2018 STMDM DETAIL ER-90 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION z O o_ U U) LU r) ti w: J N Q .9( n O �S"PRO 00 (. 00 0) c� EL N 06 20 N i) (0 cliu- a)6rn 0 >Lo �Qcc c'I�t 0 LLJ 0 L �ID� > CDc� U c0 N rn o PROJ. NO. DSN. BY. 19139 SC DWN. BY. CHK. BY: CJD SC DATE 04/06/2020 SCALE.AS SHOWN DRAWING NO. C2.0 4 OF 4 0 O 3 N O z � p w M o 0 Q rn z o N 0 Cc, � 0w � U 0