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19020 18828 Sound View Civil Plans 2020-02-20WITH 2-6 " PERFORA TED P VC PIPES (SEE DETAILS ON SHEET GN-01) I ' r i r' I LINDSAY'S ADDITION VOL 18, PG 1 r r / r INSTALLED 6" SANITARY SEWER ' CLEANOUT @ PROPERTY LINE PER CITY STD DWG NO. SS-200 (SEE SHEET DT-01) (SSCO TO HAVE 12" CAST IRON LAMPHOLRCOVER WITH 1/2-HEX BOL IS, SDI (4 TYP --- '� CLE OUT / RIMI 52.0 (MIN) SS 6"JE 4 .00 (lN- SSA � \ APPROX. LOCATION OF EX .SEWER LATERAL CONTRACTOR TO VERIFY WCATION PRIOR I I�� �� \ 1ESCO 48.Of TO CONSTRUCTION) SEWER LATERAL TO BE l TV'D BY THE CITY OF EDMONDS SEWER � I SSCO % DEPARTMENT TO DETERMINE IF LINE CAN 1E 45.0f gSBL BE RE -USED. IF THE LINE IS DAMAGED OR I I Q 25 52.7f NOT A 611NE FROM MAIN TO THE I PROPERTK LINE, THE SEWER LATERAL WILL FG NEED TO BE REPLACED. /lam \� hp CB I TYPE � 6=51.1904" SOLID lNG LID R= 40.00' P VC E i � RIM 52. 0 L=35.83' 7 6" 1E 4 70 (IN -SE) 52.70 \ / 4" 1E 49. 0 (IN -SW) FG 6" IE 49. 0 (OUT -NW) _4)- I 4D 52.2( SDCO 2 FG \ RIM 52.20 \ 4" 1E 50.70 (OUT -NE) I \ \ INSTALLED ASPHALT \ I \ DRI VEWA Y TO PROPERTY SS LINE (SEE TYP SECTION, I "SHEET DT-01) 51.3f EG SA WCUT EX - / PA EMENT CALCULATIONS (AEG) ELEVA 710N A: 51.32 ELEVA 710N B. 60.52 ELEVA 710N C. 60.49 ELEVA 710N D: 51.35 TO TA L: = 223.58 A VERAGE ORIGINAL GRADE (AOG) = 55.90 MAIN FINISHED FLOOR = 64.00 ROOF A T RIDGE = 80.16 ALLOWABLE BUILDING HEIGHT = 80.90 (55.90 + 25 FT) SE 114, SEC 13, TWP 27N, RGE 3E, W. M. 18828 SOUND VIEW PLACE SITE DEVELOPMENT PLANS RECOMMENDATIONS) ***HAUL ROUTE - UTILIZE 196TH & PUGET, SINGLE TRUCKS ONLY (NO TRAILER)*** 4" PVC FOOTING DRAIN ® 1.07 MIN ♦♦ � SEED AILS WA-1 0 & OU-400 \ sr4 i I ON SHEET TD-01 I (TRACER WIRE TO BE i STALLED WITH WATER LI ) \ \ 1 LINDSAY'S ADDITION VOL 18, PG 1 WALL DRAIN CONNECTION (3' M/N DEP TH) SCALE. 1" = 10' 0 5 10 20 / / / 3' MAX HIGH / CONCRETE BLOCK WALL / / / / \--J / ♦. r /) RE NYpRPNT /� /�40E'`F� 9 \ / INSTALLED ASPHALT i / / DRI VEWA Y TO PROPERTY LINE (SEE TYP SECTION, ,/ �C9 SHEET DT-01) 1 / \�\\ ell / EG 3 , ASPHALT DRIVEWA Y / 46 =4" PVC ©2.209 �09 » lE 6 1. 00 (OUT- W) N, i i \\ �\ ` ems. y �%�` ��� �� SAWCUT EX C' /,./ I' , / PAVEMENT / �O \ \ \ \ S E4 AN h� %62. 4± )* 4" 1E 60.00 (IN-E) 4-1E 3.60 (OUT -NW) /ly/ r � 0, i \\ ♦ ///a/ O 41 ♦♦ \ \ \ \ \ \ \ //I// `N` IF /V/VV A/\MANY PROJECT SITE CATEGORY CATEGORY 2 DISCHARGE LOCATION: SHEET FLOW/INFIL IRA TION TYPE OF AREA SO. FT. STORMWA TER FACILI TY LAWN & LANDSCAPE 7,741 SF SOIL AMENDMENTS T5.13 ROOFS 3, 995 SF INFIL IRA 77ON TRENCH HARD SURFACES 2,100 SF INFIL IRA77ON TRENCH 259 RETROFIT X SF N.A. lip o METEREXISTINTOWBEER CUT&REMOVED. AT TO THE MAIN 41 41 p r RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM VIVI/VII T /V/A/'' NOT TO SCALE LEGAL DESCRIPTION LOT 2, LINDSAY'S ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 18 OF PLATS, PAGE 1, RECORDS OF SNOHOMISH COUNTY, WASHINGTON; TOGETHER WITH AN UNDIVIDED 1/7 INTEREST IN THE FOLLOWING DESCRIBED TRACT THAT PORTION OF GOVERNMENT LOT 3 IN SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. DESCRIBED AS FOLLOWS: ti BEGINNING AT THE INTERSECTION OF THE NORTHWESTERLY LINE OF THE GREAT NORTHERN p RAILWAY RIGHT-OF-WAY WITH THE NORTH LINE OF SAID GOVERNMENT LOT,• THENCE SOUTHWESTERLY ALONG SAID RIGHT-OF-WAY LINE 350.00 FEET; THENCE WESTERLY PARALLEL TO THE NORTH LINE OF SAID GOVERNMENT LOT 70.00 FEET, MORE OR LESS TO THE GOVERNMENT MEANDER LINE; THENCE NORTHEASTERLY ALONG SAID MEANDER LINE 350.00 FEET, MORE OR LESS TO THE NORTHWEST CORNER OF SAID LOT 3,• Z THENCE EASTERLY 70.00 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. BASIS OF BEARINGS 20 THE MONUMENTED CENTERLINE OF SOUND VIEW PL., AS THE BEARING OF N 37.17'00" E.Vft BENCH MARK FOUND CASED CONC. MON. AT THE INTERSECTION OF SOUND VIEW PLACE AND LINDSAY PLACE. (PER GPS OBSER VA TIONS) 4A y ELEVATION: 61.98' Q DA TUM : NA VD 88 PROJECT TEAM OWNER / APPL/CANT CIVIL ENGINEER J J SELECT HOMES RAM ENGINEERING, INC. 16531 13TH AVENUE W. #A 107 16531 13TH AVE W, SUITE A 108 L YNNWOOD, WASHINGTON 98037 L YNNWOOD, WA 98037 (425) 742-6044 (425) 678-6960 EMAIL: KA YLA. CLARK©OUTLOOK. COM EMAIL: ROBL ®RAMENGINEERINGINC. COM CONTACT- KAYLA CLARK NICHOLS CONTACT.- ROB L. LONG, PE 4 SURVEYOR W PACIFIC COAST SURVEYS, INC. , O PO BOX 13619 MILL CREEK, WA 98082 (425) 512-7099 O O CONTACT.- DARREN J. RIDDLE SITE DATA WN ,Wo SITE ADDRESS: 18828 SOUND VIEW PLACE, EDMONDS, WA 98020 J TOTAL SITE AREA: 13, 274 SF (0. 30 AC) O EXISTING ZONING: RS-12 O C AGENCIES/UTILITIES O JURISDICTION CITY OF EDMONDS Q WATER DISTRICT CITY OF EDMONDS O SEWER DISTRICT CITY OF EDMONDS STORMWA TER CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 Q FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 Q TELEPHONE FRONTIER COMMUNICATIONS ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 GAS PSE 44 GARBAGE REPUBLIC SERVICE V �T L . SHEET INDEX of wA'944 0� 1 SP-01 SITE DEVELOPMENT PLAN 2 GN-01 GENERAL NOTES & LEGEND � '�0508 GISTE��9 � 3 TP-01 CLEARING, GRADING & TESC PLAN IpNTAL � 4 DT-01 GENERAL DETAILS • Know wham below. CaII before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DA TE.• BY CITY ENGINEERING DI VISION 2/20/20 ENGINEER. ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE.• SCALE: 2120120 AS NOTED JOB NO. 19-020 SHEET.• SP-01 SHT 1 OF 4 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) - 2018 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONOS STANDARD DETAILS, UNLESS NOTED OTHERWISE J. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSI TE 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 ASBUIL T 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 A VAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMA TE ONL Y AND NOT NECESSARIL Y 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 (LE. 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 /S DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL /S 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.KOBYLK@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 57' 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 LOCH TIONS ARE GENERALL Y SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICA TED, LOCH TIONS MA Y BE SCALED FROM DRA WINGS. 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 POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. 6" MIN DEPTH filter fabric SET DEPTH AS READ FOR POSITIVE FLOW FROM WALL/HOUSE FOOTING DRAIN compacted backfill 47 rigid or 6" flexible f V aY o op o perforated pipe 247 t 0170 4 a o a G o8u 12' a Q c� p a V �� washed rock a4Dp�a�a4aa 1 SECTION A NTS RETAINING WALL / FOOTING DRAIN DRYWELL TRENCH NOT TO SCALE SE 114, SEC 13, TWP 27N, RGE 3E, W. M. TESC NOTES 1. ESC MINIMUM REQUIREMENT -CONSTRUCTION ACCESS ROUT, CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT IS TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. ESC MINIMUM REQUIREMENT -STABILIZATION OF EXPOSED AREAS. ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED, SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING, OR MULCHING. ALL BMPS SHALL BE SELECTED, DESIGNED, AND MAINTAINED IN ACCORDANCE WITH THE MANUAL. THE EXPOSED SOILS SHALL BE STABILIZED ACCORDING TO AN APPROVED TIMETABLE. (TYPICALLY, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30 AND NO MORE THAN SEVEN DAYS FROM MAY 1 THROUGH SEPTEMBER 30). J. ESC MINIMUM REQUIREMENT -PROTECTION OF ADJACENT PROPERTIES. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMPS. 4. ESC MINIMUM REQUIREMENT- MAINTENANCE. ALL EROSION AND SEDIMENT CONTROL BMPS SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. ALL MAINTENANCE AND REPAIR SHALL BE CONDUCTED IN ACCORDANCE WITH THE MANUAL. 5. ESC MINIMUM REQUIREMENT -OTHER BMPS. AS REQUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. 6. EROSION AND SEDIMENT CONTROL REQUIREMENT- UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING. a. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS; b. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES,• C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS, SEDIMENT PONDS, OR OTHER ACCEPTABLE MEANS); d. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; e. DAILY CLEANUP AND STREET MAINTENANCE. 7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEVELOPMENTS. ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDED LAND DISTURBING ACTIVITIES OF GREATER THEN, OR EQUAL TO, ONE ACRE IN ADDITION TO MEETING THE MINIMUM REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW. 8. ESC MINIMUM REQUIREMENT- DELINEATE CLEARING AND EASEMENT LIMITS IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSI TI VE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES. 9. ESC MINIMUM REQUIREMENT -SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE. 10. ESC MINIMUM REQUIREMENT -CUT AND FILL SLOPES. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC REQUIREMENT NO. 2QU. SEE ADDITIONAL GEOTECHNICAL RECOMMENDATIONS IN REPORT DATED OCTOBER 23, 2015. 11. ESC MINIMUM REQUIREMENT -CONTROLLING OFF -SITE EROSION. PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK FLOW RA TE OF STORM WA TER RUNOFF FROM THE PROJECT SI TE. 12. ESC MINIMUM REQUIREMENT -STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS. ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE SYSTEMS. 13. ESC MINIMUM REQUIREMENT -STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 14. ESC MINIMUM REQUIREMENT -REMOVAL OF TEMPORARY BMPS. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. 15. EROSION AND SEDIMENT CONTROL REQUIREMENT-DEWATERING CONSTRUCTION SITES. DEWATERING SYSTEMS SHALL DISCHARGE INTO A SEDIMENT TRAP OR SEDIMENT POND. 16. EROSION AND SEDIMENT CONTROL REQUIREMENT -CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER. 17. EROSION AND SEDIMENT CONTROL REQUIREMENT -FINANCIAL LIABILITY. PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS, SHALL BE REQUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3013 1, 1995].. UNDERDRAIN PIPE TYPE 1 OR 1-L CATCH n BASIN W/ SOLID LID PER CITY STANDARD DETAIL SD-303 OR SD-304 GUTTER ROOF Uja� 5' ICI ow (MIN) - - - - - - - } - - --J �I 5' (MIN) INFILTRATION TRENCH ' z I�10' (MIN) EXTENTS - - PROPERTY LINE/EASEMENT ROOF PLAN 4" (MIN) DIA. OBSERVATION WELLS NTS ROOF SPACED 25' APART (MAX), 1 DOWNSPOUT WELL (MIN) PER TRENCH REMOVABLE PUSH -ON PVC CAP CLEANOUT 12VREMOVABLE BUILDING III=III=1 I11=III=III=III=III=III=III=11 I11=III=III=1I1=1I I I1=1I1=1I 1=11 1=11 1=11 1=11 1=11 1=11 1=11 1=1 11=1I1=1I1=1I1=1I1=MIN 4" (MIN) PVC DRAIN MIN) PIPE PER WSDOT LEVEL JSPEC. 9-05.1(5), U MIN) MAINTAIN POSITIVE SLOPE 6„ PERFORATED PVC PUSH -ON PVC TEE UNDERDRAIN PIPE PER WSDOT PIPE SPEC. 9-05.2(6), LAID LEVEL 100' (MAX) PROFILE GENERAL NOTES: PLASTIC BOX NTS 1. REFER TO THE 2017 CITY OF EDMONDS MARKED "DRAIN" TEST PLUG STORMWATER ADDENDUM FOR SETBACK III- III- III - II 6" (MIN) (CHECKLIST 13) AND INFEASIBILITY REQUIREMENTS. III=III- III COMPACTED =III=III=III= OBSERVATION III -III II-III-III=III-III 11 BACKFILL 2. MIN COVER DEPTHS ASSUME NO VEHICULAR WELL, SEE NOTE 3 - - - LOADING. DESIGNER TO SPECIFY COVER DEPTHS IF VEHICULAR TRAFFIC ANTICIPATED. WASHED DRAIN • O ROCK, SEE C z NOTE 2 NOTES: GEOTEXTILE, SEE NOTE 1 : O �� O �� 1. PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP BOO �OO� OF WASHED ROCK. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR I 1' (MIN) SEPARATION, NON -WOVEN TYPE. 2' (MIN)----] ABOVE SEASONAL 2. WASHED DRAIN ROCK SHALL CONFORM TO WSDOT UNCOMPACTED NATIVE = HIGH SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. MATERIAL, SCARIFY 3" GROUNDWATER (MIN) SECTION TABLE OR 3. OBSERVATION WELL SHALL CONFORM TO WSDOT A HYDRAULICALLY SPEC. 9-05.2(6), PERFORATED PVC UNDERDRAIN NTS - RESTRICTIVE PIPE. LAYER REVISION DATE CITY OF EDMONDS TYPICAL DOWNSPOUT DECEMBER 2017 INFILTRATION TRENCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs r 189� APPROVED BY: R. ENGLISH S D- 6 3 6 LEGEND - EXISTING UTILITIES / FEATURES X WIRE FENCE EX REBAR o CHAIN LINK FENCE ❑ WOOD FENCE SECTION DITCH OR SWALE C--(� QUARTER SECTION n n n n GUARDRAIL ® EX MONUMENT RETAINING WALL ROCKERY ❑ ASPHALT -- - - -- - FLOW - - - - - - - CURB ❑ CONCRETE -- - - - - - ASPHALT - - - - - - - CONCRETE ❑ GRA VEL -- - - - - - GRAVEL ------------- ROOF F71 WETLAND - CHANNELIZA TION DRIP LINE ❑ CATCH BASIN, TYPE I - - - - - - - SURFACE FEATURES 0 CATCH BASIN, TYPE H Ll11Ll/1/1/1/� BUILDING FOOTPRINT Q SD PIPE FLOW - - - - - - - - - TOP OF 40% SLOPE Qo YARD DRAIN - - - - - STEEP SLOPE BUFFER o STORM CLEANOUT - - EDGE OF WETLAND WETLAND BUFFER STORM CULVERT END - -190- - - 10' CONTOURS SEWER MANHOLE ------ 192------ 2' rnA/Tn11Rq o SEWER CLEANOUT ----SD- STORM DRAIN PIPE Q ----SS- SEWER MAIN SS PIPE FLOW ----FM- SEWER FORCE MAIN ® SEPTIC LID ----W- WATER MAIN FIRE HYDRANT - - - OHP AERIAL POWER LINE ®- WATER METER P BURIED POWER LINE ----G- GAS MAIN �4 GATE VALVE C BURIED CABLE WA TER MANHOLE -TV- BURIED TV AIR/VAC RELEASE VALVE T BURIED TELEPHONE LINE 0- BLOW OFF P/T BURIED POWER/TELEPHONE ® IRRIGATION METER - FO- BURIED FIBER OPTIC CABLE X IRRIGATION VALVE -0- POWER POLE E- GUY ANCHOR STREET LIGHT POLE LIGHT © POWER VAULT W TRANSFORMER ,W POWER METER JUNCTION BOX O❑ GAS METER GAS VALVE FIBER OPTICS MANHOLE e TV RISER m TELECOMM VAULT ❑ TELECOMM RISER ® TELECOMM JUNCTION BOX EE:::� TRAFFIC SIGNAL o MAIL BOX SIGN 0 BOLLARD • SOIL LOG TEST PIT CONIFEROUS TREE 0 DECIDUOUS TREE CONIFEROUS TREE TO BE SA VED DECIDUOUS TREE 0 TO BE SA VED LEGEND - PROPOSED UTILITIES / SURFACE FEATURES ------------- SAWCUT SEWER MAIN EASEMENT SEWER SERVICE BUILDING FOOTPRINT - - - - - WATER MAIN BUILDING SETBACK 0 SEWER MANHOLE FENCE PIPE FLOW ^ GUARDRAIL • SEWER CLEANOUT BARRICADE XXX PROPOSED CONTOUR FIRE DEPT CONNECTION RETAINING WALL WATER METER ROCKERY IRRIGATION METER MAILBOX FIRE HYDRANT SIGN AIR RELEASE VALVE STREET LIGHT BLOW OFF I N [ GA TE VAL VE STORM DRAIN PIPE ]T[ TEE W/ BLOCKING ------------- ROOF & FOOTING DRAIN BEND W/ BLOCKING 1 1 DITCH CC RESTRAINED JOINT ■ TYPE I CB ]►[ REDUCER 0 TYPE H CB SLEEVE PIPE FLOW COUPLING • STORM CLEANOUT o DETECTOR CHECK VALVE O• YARD DRAIN G POST INDICATOR VALVE (PI V) ® OVERFLOW STRUCTURE �Q ROCK CHECK DAM ■ TEMPORARY CB, TYPE I Q TEMPORARY CB, TYPE ll PIPE FLOW TEMPORARY STAND PIPE OCB PROTECTION CONSTRUCTION ENTRANCE FILTER FENCE n CONSTRUCTION FENCE LIMITS OF CLEARING INTERCEPTOR SWALE INTERCEPTOR CULVERT SLOPE DAGGER RIPRAP PAD F. x BERM ❑ GRA VEL ❑ ASPHALT PAVEMENT ❑ SIDEWALK 6" PERFORATED PVC OBSERVATION WELL SEE DETAIL BELOW (SEE COE DETAIL SD-636 ON THIS SHT) SOCO (TYP) - / /- 6" MIN COVER 51.0 11PERF P VC PIPES WITHIN TRENCH (FLAT) 48.0 1-1/2" - 3" WASHED DRAIN ROCK 7Z W1UL X 44 LUNG X J ULLt' WITH 2-6" PERFORATED PVC PIPES (SEE LOCATION ON SHEET SP-01) INFILTRATION TRENCH DETAIL NOT TO SCALE • Know wham below. CaII before you dig. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DA TE.• BY• CITY ENGINEERING DI VISION RAM ENGINEERING, INC. Civil Engineering I Land Planning O y cc 16531 13TH AVE W, SUITE Al08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM 0 Z A8 O�� of wash .d 4, 38508 9W IO>\re 1. 2/20/20 V) O ENGINEER. ROB L. LONG, PE DRAWN BY.' MIKE MORRIS ISSUE DATE.SCALE.' 2120120 AS NOTED JOB NO. 19-020 SHEET.' GN-0 1 SHT 2 OF 4 SE 114, SEC 13, TWP 27N, RGE 3E, W. M. �a \ - ' 0 h I � i i I PROPOSED FINISHED �EXISTING GRADE CONTOUR \ / CONTOUR T1, I7 (TYP) I ORANGE FILTER FABRIC FENCE PER EDMONDS STD DWG NO. ER-900 I L/NDSA Y'S ADDITION (SEE DETAIL, SHEET VOL 18, PG 1 p OT-01) I ' h � / nn / / ORANGE PROTECTIVE BARRIER \`\ \ i \ LINDSA Y'S ADDITION / FENCING SHALL BE PLACED / \ I VOL 18, PG 1 / AROUND INFIL IRA TION TRENCHES / \ T TOP 54.0 1 AFTER INSTALLATION. FENCE TO 53.0 / \ I p BE REMOVED © COMPLETION OF i� \ HOUSE CONSTRUCTION. / = IN, \ 53.0f SS _ / \ FG - �/ \ \ - TOP 57.5 3 TOE 54.5 SS TOP 58.0 2 COVERED DECK / TOE 56.0 5� (CONC PAT/0 BELOW) / / _ \ / TOP 62.0 3 LIMITS OF M EX ROCKS Q / TOE 59.0 CLEARING / DCONCRETE RIVEWAY BE REMOVE C = (TYP) 52.7E /p 6. 56 r0E 53i1 / INSTALL CB PROTECTION / PER CITY STD DWG ER-902 // / i iXl/ 52.69 / // /\\ �' Oi�\\\ \\ TOE 60.0 /FG53.20 / \ \ / \ PROPOSED HOUSE FG \�\ \ MAIN FF64.00 'LCZ\WER F,F 54.00 i / / / J W / GARAGE /� I /\\ \` / v v // FF53.50 / /i' // � /��//� I / CONSTRUCTION ENTRANCE PER CITY v / EX ROCKERY //i , EXISTING, HOUSE TO BE REMOVED / TOP�2.b \ OF EDMONDS STD DWG kO E1.2 SEE ♦ v / BE REMOVED /i UNPIER SEPARATE PERMIT 60.0 2 \ I / DETAIL, SHEET ER-901) 15' MIN WIDTH GARAG / 30' MIN LENGTH \ / _ �_ i \ FF 63. / sp/ --� y� / / \ / ` CONSTRUCTIONS ENTRANCE PER CITY OF EDMONDS SIDWG NO E1.2 (SEE DETAIL, S IEET ER-901) / 63.50 63 00 15' MIN WIDTH, -- ' 30M/N LEN _ CONCRET FG / S\ \ �G3f �� ♦ \\ h h� / \^ \� i i / \ \ \ \ \ FG DRIVEW E52. G 1f // I i hp ;/ \\ \ \ 1 \A / CD PORCH \' D D G/ / 62CNC .3E WAOLK P D /' EG \ \ \ \ ♦ / \ P E 62.4E / \ \ \\ �` ♦ \ \ 0 KP E EG \ S COMPOST -AMENDED SOILS REQUIREMENT FOR TURF AND PLANTING BED AREAS SCALE. 1 " = 10' 0 5 10 20 GRADING QUANTITIES CUT FILL f600 CY f600 CY SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13. SEE REQUIREMENTS THIS SHEET. FILTER FABRIC FENCE NOTE ADDITIONAL FILTER FABRIC FENCING SHALL BE ADDED AS NEEDED. FENCING TO BE INSTALLED PER CITY OF EDMONDS STD DETAIL ER-900. (SEE DETAIL ON SHEET DT-01) CONSTRUCTION SEQUENCE 1. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 2. CALL FOR UTILITY LOCATES. J. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 4. HA VE EROSION CONTROL MEASURES INSPECTED BY Cl TY OF EDMONDS Cl TY 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. 5. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 6. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDI TIONAL SURFACE DISTURBANCE IMMEDIA TEL Y AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 7. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 8. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 9. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. i1 / � / `� / j° Install and maintain all TESC measures according to approved plans, City of Edmonds standard details, and all 00 \\ / /; I ' / / �/ other measures that may be required during construction. \ \ / \ � \ // -- 42 ° I • Know wears below. Call before you dig. APPROVED FOR CONSTRUCT/ON CITY OF EDMONDS DA TE.• BY• CITY ENGINEERING DI VISION RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM 0 0 Z Z W V Q 0 y W O W W y of WA84" z .d 38508 9W 'GISTE���� IO>\re 1. 2/20/20 O Z ta V) Z O W O V ENGINEER. ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE.SCALE.• 2120120 AS NOTED JOB NO. 19-020 SHEET.• TP-01 SHT 3 OF 4 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 0 I N NATIVE BACKFILL MATERIAL J I 8" FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS -\ `BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" 6' MAX NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE FILTER FABRIC FENCE AUGUST 2017 i ICITY OF EDMONDS FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL F:s t 189� APPROVED BY: R. ENGLISH ER — 9 00 PROPERTY LINE O R.O.W. FINISHED GRADE METER SUPPLIED BY CITY O I I BALL VALVE -------- ,II -- yI @K DIRECTION — —� OF FLOW A _^ D MATERIAL LIST: OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING OB 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) OC DUAL PURPOSE UNION OD MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1" O-WHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44 -WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44 O 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S OG 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 OH FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT OI 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE OJ SCHEDULE 40 3/4" OR 1' PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING O WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) OL PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" 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 OM BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS 3/4 APRIL WAAPRIL 2017 TER SERVICE PUBLIC WORKS INSTALLATION STANDARD DEPARTMENT DETAIL est. 1Bq`) APPROVED BY: R. ENGLISH WA-130 SE 114, SEC 13, TWP 27N, RGE 3E, W.M. _LS TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: CD THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. C) 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. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE STABILIZED CONSTRUCTION AUGUST 2017 CITY OF EDMONDS ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fst 1H9� APPROVED BY: R. ENGLISH ER-901 AR/�qrF qAp TF A Mqr R AR pA Rp�FO p'OFR/q< 0� FRjY ey Rey pH Cq / S P O � � �qw� cti qSA \ "?o oq�7 O4 RADIUS J O AR/�qTF Rp`v pAFR ry DRIVEWAY APPROACH (WITHOUT CURBuj O SAWCUT EDGE 30 >< d EXISTING ASPHALT a w STREET VARIES C C< 4" HMA O2 2"-5/8" MINUS CSTC COMPACTED SUBGRADE O SECTION A —A NOTES: O1 SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER. O DRIVEWAY APPROACH TO BE 4" HMA CLASS 1/2" PG 64-22. O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. O 10' EDGE RADIUS. O HMA SHALL BE PLACED FROM EDGE OF EXISTING STREET, A MINIMUM DISTANCE OF 20-FT OR TO PROPERTY LINE, WHICHEVER IS GREATER. `Sf. 18yv REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH DECEMBER 2017 TYPE VI PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R- 5 4 6 O O O O O O O O O O O O O a O O <a i . q FILTERI SOCK WITH J OVER FLOW HOLES (TYP) 4 d aa. << FILTER SOCK WITH OVER FLOW HOLES (TYP) NOTES: CATCH BASIN 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. REVISION DATE CITY OF EDMONDS TEMPORARY AUGUST 2017 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL 189'� APPROVED BY: R. ENGLISH E R — 9 02 `St. 18y- NOTES: O1 LOCATION OF MAILBOX WITHIN THE RIGHT-OF-WAY SHALL BE APPROVED BY THE CITY. O2 MAILBOXES AND LOCK BOXES SHALL COMPLY WITH USPS REGULATIONS. O POST GIVING FIRM SUPPORT BUT NOT TO EXCEED 4x4 WOODEN POST (TREATED). CITY OF EDMONDS PUBLIC WORKS DEPARTMENT MAILBOX DETAIL 2 APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2017 STANDARD D ETAI L TR-582 w z J Ld RESIDENCE 0 CLEANOUT IL WITH45• BEND AND 2' CAP CLEANOUT (MAX) ,f (TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND w CONCRETE LEVELING COLLAR uj w !+j a0 12" LOCKING COVER 12"t FINISHED GRADE a 3 SEE NOTE 3 w o END OF PIPER GRIPPER PLUG \ \ \ \ \ \ \ \ of (CHERNE 27061 OR APPROVED EQUAL) i d U WATER TIGHT CAP 45' RISER LEVELING COLLAR SEE NOTE 4 45' 12" PVC SLEEVE 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND 6" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND 4" OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL 3 z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT F w w LEVELING COLLAR NOTES: o N SEE NOTE 4 ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-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 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 REVISION DATE 4CITY OF EDMONDS DECEMBER 2017 SEWER CLEANOUT DETAILS T PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fast 189� APPROVED BY: R. ENGLISH SS-200 Lo Orw IL 6" MINuj w 6" MIN 8" MIN 8" MIN NOTE SEE COE STD DTL GU-410 BEDDING MATERIAL (5/8" MINUS) CRUSHED PER COE MOD 9-03.16.A.2 OR SUITABLE EXCAVATED MATERIAL AS APPROVED BY CITY ENGINEER (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 36" FOR PIPE UP TO AND INCLUDING 12" DIAMETER • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS 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. `St. 1B' - REVISION DATE CITY OF EDMONDS APRIL 2017 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 400 Kncmp>mrh an below. Call bAM you dig. APPROVED FOR CONSTRUCT/ON CITY OF EDMONDS DA TE.• BY CI TY ENGINEERING DI WSION RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM Q O O Z 2/20/20 Z O w O loft ENGINEER. ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DA TE.• SCALE: 2120120 AS NOTED JOB NO. 19-020 SHEET.• DT-01 SHT 4 OF 4