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APPROVED ENG-PLN CIVIL PLANS-BLD2020-0412 BINDERSW 1/4, SW 1/4, SEC 18, TWP 27N, RGE 4E, W.M. RAM BINDER VEILLEUX SFR ENGINEERING, INC. Civil Engineering / Land Planning ---- SITE DEVELOPMENT PLANS N I EXISTING FIRE HYDRANT I aSD SD \ - I I SD--SD-1I t - - - - - SD ---SD-- I __-SD_ t/ _ t ti---SD---- �_ - 6-❑LSD-�--ISD---SD--- SD-�-- -- �yy CB - /l CB Spy_ ��� SCALE. 1" = 10' -T----------�-- t I / \ I WATER I j R/M-343.42 I �_ i' 0 5 10 20 + \ VAULT I 3 /E 12" RCP(E)=340.82 RIM=345.39 Sp - - j - - - - - I - L - - - - - - r I /E 12" 1p(W)=340.72 I i /E 12" PVC(E)=343.79 �-❑ _ CITY PUBLIC WORKS TD r I _ _ _ _ _ _ - - - - - - - - lE 6" PVC(S)=340.8f2 TAP WATER MAIN. FINAL Y - - - IE 12" RC--343.49 - - - - - -W----Wig---W----]1V-- CB r SDMH -`-- /W- W----W----W I I RESTORATION TO BE 1 ■ r� R/M=335.86 - "' RIM=341.62 I I I I COMPLETED BY DEVELOPER. CB r IE 12" PVC(E)-333.9'6 lE 12" lP(E)=334.42 I I I RlM=,348.71 /E 12" RCP(W)=333196 I II IE 12" IP(N)=334.92 �� I I - -- 1E 1 p" PVC(W)=346.81 A� <o / IE 12" PVC(W)=334. 42 I I W -I - - W- - - - W LU - ;� "� I II �`� txti CONTRACTOR TO POTHOLE CROSSING I i I I EXISTING WATER METER TO BE REMOVED. CITY i I ► l I .� AND CONFIRM NO CONFLICTS I i I I TO CUT & CAP -AT THE MAIN. RESTORATION �� hl I j I I BEFORE INSTALLING STORM. I I I I TO BE COMPLE`�ED BY DEVELOPER I I I I SSMH I I I I I I I RIM=340.73 28'-12" DI 00.64 I I I I INSTALL 1" WATER METER FOUND CASED CONC. MON. N I I I I I I 1- PE (160 PSI ) -FROM WA TER MAIN TO METER & 1-1 2 g IE 8" PVC(E)=332.78 i i� I j PE (160) FROM t-TER TO HOUSE \ W/1 " I.P. IN CONC. DOWN II /E 8" PVC(W)--332.68 19bVD ST SW ` I SA LINE I I I SEE DETAILS WA 130 & GU-400 ON SHEET TD-01 0.7' VISITED 12-10-19 - - - - - �_ - N 89 30'26" W(R1) (BASIS OF BEARING) 783.51' I I I I (TRACER WIRE T BE INSTALLED WITH WATER LINE) �� \ 599.04' - - - - - _ _ t I I I 184.46' - - I I - - I - - - - - - - --------------------------- _ I - - _ _ �,<,a 261.26 � \ � N . --- G L, 1 _-_-- --I----------- ------ --SS---ASS----SS----SS--- -!-SS--SS - - I\� I i �� 347.�5f I SS-- -SSA --SS SS --SS-- - S SS----SS-� .EG I i c CB2 I I-SS---SS'----SS----SS-SS- -_SS_ \ c~it W TYPE l I `� I 345.7E ) R= o I i I II Io �� ,��' O SOLID LOCKING LID v O \ EG r N- I I I I o - N= 6314.21 > 1. - IN-OHP----O--OHP---, OHP _ - OHP--- -- / t---OHP----ONr' nun I r OHP-+-- E=5688.67 o p ---OHP----OHP--t-OHP----bH---OHP----OHP---- - r I RIM 343.27 � I N I I I I N FOUND CASED CONC. MON. 6" 1E 341.00 (IN-S) �I � III � 345.81 W/NAIL /N CONC. DOWN 0.5'. 12" 1E 341.00 (OUT-N) cV I I I FG VISITED 12-10-19 N 89;3026" W 11 00' ---- LEGAL DESCRIPTION rt - -- -- - -- - I II -- , ,� ssco I III F--------- BEGINNING AT THE SOUTHWESTERLY CORNER OF SECTION 18, I r' ,lE 340.2E I PERFORATED STUB -OUT II fg� i t7' EX/STING F/RE/A/D SIGN TO BE REPLACED SET REBAR W/CAP -��'\-IF PIPE SLOPE EXCEEDS CONNECTION I WITH NEW ADDRESS ADDED. (8912) THENCE ALONG THE WEST LINE OF SAID SECTION 18, NORTH 0037'06" EAST I I 209 THE PIPE WILL BE i - - - I I I PIPE 1E 341.25 _ _ THE CITYS PUBLIC WORKS OPERATIONS AND 1301.48 FEET 1.0'(S) OF CORNER I o_ REQUIRED TO BE --------- I I I (SEE DETAIL SHT GN-01) I I MAINTENANCE DEPARTMENT TO FABRICATE FIRE/AID THENCE ALONG THE SOUTH MARGIN OF THE COUNTY ROAD, SOUTH 8931'52 ON PROPERTY LINE I Izp ANCHORED PROVIDE MINIMUM - - y I , ADDRESS SIGN. THE CONTRACTOR/OWNER SHALL EAST 599.24 FEET TO THE NORTHWESTERLY CORNER OF THE TRACT HEREIN 10' LONG VEGETATED J i I SEWER LATERAL TO BEI TV'D BY THE CITY OF EDMOND 1 FLOW PATH o� � � CONTACT THE ENGINEERING DIVISION BY EMAIL AT DESCRIBED AS THE TRUE POINT OF BEGINNING, I �� 1 PROPOSED 1 ENGINEERINGPERMITS@EDMONDSWA.GOV TWO WEEKS THENCE CONTINUE SOUTH 893SEWER DEPARTMENT TC� DETERMINE /F LINE CAN BE 1'52" EAST ALONG SAID SOUTH MARGIN OF THE RE -USED. A A NEW Tq- ER LATERAL IS REQUIRED THi INSTALL 6" SANITARY SEWER m i qr'� I I DRY UTILITIES III 344.6i IN ADVANCE OF THE REQUESTED SIGN FABRICATION. COUNTY ROAD A DISTANCE OF 115.00 FEET, CLEANOUT ®PROPERTY LINE CONNECTION AT THE SEWER MAIN SHALL BE CUT IN WITH I� 2' GRAVEL TRANSITION ZONE N z i ' ` I III EG I A SIGN FABRICATION FEE WILL BE COLLECTED THENCE SOUTH A DISTANCE OF 105.00 FEET, THE INSTALLATION OF WYE PER CITY STANDARDS. PER CITY STD DWG N0. O / r'Na' I I `t III PRIOR TO PERMIT ISSUANCE. FIRE/AID ADDRESS THENCE NORTH 8931'S2" WEST PARALLEL WITH THE SOUTH MARGIN OF 192ND I I I SS-200 (SEE SHEET DT-01) (PER COE STD DETAIL SD-635) i I I I CB-1 I SIGNS ARE $100 PER SIGN. STREET SOUTHWEST A DISTANCE OF 115.00 FEET; I = (SSCO TO HAVE 12" CAST IRON --- - - - - - - - - - - - - - - - - - - - II TYPE l THENCE NORTH A DISTANCE OF 105.00 FEET TO THE TRUE POINT OF I I OI LAMPHOLE COVER WITH 1/2" / I W�=6267.40 I BEGINNING. I II HEX BOLTS, TYP) 4" PVC SIDE c� Q k-=5711.54 i 345.35 I I I /M 343.40 FG I 16' MIN ASPHALT DRI VEWA Y (ALSO KNOWN AS A PORTION OF TRACT 14, BLOCK 2, SUNSET ACRES, I 1 SEWER 2.09 i \ I I� I 1 A MIN SLOPE i \ R=15' 11 �� lE 341.63 (lN� 5) (SEE TYPICAL CROSS-SECTION ACCORDING TO THE UNRECORDED PLAT THEREOF.) I I -- - --- _---------�--I I - -� - - - - - -- - LL-- - Q ___ _______________________-_ ----- IL --- -- ----- _ ---------- --------------- SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. I tt III i COVERED L JII --- --- I\ II S7 PORCH BASIS OF BEARINGS /SDCO 1E 341.65 . CONNECT 4PVC ROOF I THE MONUMENTED CENTERLINE OF 192ND ST. S. W., AS THE BEARING OF N 8930 26" W I I \ 1 I i I '������' DRAIN TO CB-1 @ 2.09 MIN I ' iil r 2,_�,. @ 1.009 o t li I 4" PVC FOOTING DRAIN 343.38 FG r BENCH MARK I I I @ 1.07 MIN CONNECT I I = ll SYSTEM DOWNSTREAM OF 6" 1E 341.6 FOUND CASED CONC. MOH. AT THE INTERSECTION OF 88TH AVE. W. & I O 10' N II PERFORATED STUB -OUT I __ 192ND ST. S.W. (PER GPS OBSERVATIONS) I I SIDE BSBL I� Li I CONNECTION ELEVATION : 368.47' I I p I-==t� I i Jsr�.' j -�� jl CONCETE DA TUM : NA VD 88 ASPHALT I h 1 I i t i i I GARA i DRIVE AY FF 343. 8 II SURVEY REFERENCE i I I I PROPOSED WINDOW WELL PROPOSED HOUSE I ` 5.5 CONCRETE WALLS TO BE 6" ` I I I I MAIN FF 343.88 1343.38 l (R1) PLAT OF SURVEY - VOL. 25, PG. 127 I II W I II ABOVE FINISHED GRADE. I FG \ (R2) PLAT OF SURVEY - VOL. 20, PG. 28 I I y I r I L-_= CONNECT WINDOW WELL NETTLES JlM & HEIDI ----- d I C.)JII FOOTING SUMP PUMP DRAIN ----- I O _-� ---- TO FOOTING DRAIN SYSTEM DRAIN - � I 8920 /92ND ST SW I I II o i i i ' t`------ EDMONDS, WA 98026 • 1SFR I tt 27n41Rno. n23nn - \ I p 01 t APPROVED BY PLANiVING III z II i , DOWNSPOUT 1343.3s \ I I I DRAIN 1 (TYP.) t_F � II III I,r- -- r ---------- J i l-------- i I I ------------ II III I O L---------� Jul 27 202CI I i��3¢0, I ► I ' I--------�ii ; ;------------ I ---------- III ICI �I � I/ II i Ii ill lip STORM DRAINAGE NOTES 1 /F THE RlM TO INVERT OF ANY CATCH BASIN 9.6E R=5' 1 14 /E 341.63 (INt3W) 345.2E I ON SHEET GN-01) 5 1E 341.63 (O✓�IT�NW) EG I 344.4t III I EG It II INSTALL 'NO PARKING ANY TIME" SIGNS AT I 50 FOOT SPACING I (TYP) II SAWCUT EX 11 I i PA VEMEN T I I III II 344.82 00 I 344.7E FG EEG 344.4E MAXIMUM DRIVEWAY SLOPE ALLOWED 14% EG I APPROX LOCATION OF EXISTING UTILITIES (CON TRACTOR TO VERIFI Y L OCA TION Sul ` I I PRIOR TO CONSTRUCTION) C.)O I ASPHALT o ail I III C3 O I I I I BEECHIE TIMOTHY J Z I I I 8840 192ND ST SW EDMONDS, WA 98026 SFR it 344.7E EG 27041800301200 I 344.5E EG I 344.78I I 344 5f EG I FG �I 0 1 1 f 13' 13' 16' I I I 10' I , I I 2.1 BSBL I I TAPER III 25' INGRESS 1 III EGRESS EASEM NT (AFN2019111905) I EXISTING GROUND 3 CONTOUR TYP I ' I 2' GRAVEL TRANSITION ZONE I I II 344.74o 344.7E FIG (PER COE STD DETAIL SD-6J5) EEG I 1 • �u 10 1 I I I �•,, � I ;\ I� I I PROVIDE MINIMUM I CL 10' LONG VEGETATED L Ir 10 FLOW PA TH I x- xx x�1tt�9'3d'2Wx175-00- '-x x - I I I 344.5E • I WOOD FENCE ; WOOD FENCE I �\ EG 0.7' PROPOSED 10'(12' END FENCE 0. J' j EXCEEDS 5 FEET A TYPE ll CATCH BASIN WILL BE - - - - � I I I 1.1 I I � o_ FOUND REBAR, I REINFORCED CONCRETE OF PROPERTY LINE REQUIRED. I Io NO CAP. 0.1 '(N) I SHED SLAB GRANT KRIS TIN M & KENNETH B I I CE I I OF CORNER I FOX JOHN J ELEV. 344.0f FOUND REBAR, NO CAP. 2. FOOTING DRAIN DRYWELL TRENCHES TO BE 8940 192ND ST SW I I 8908 192ND ST SW ( SLOPE TO WEST) 0.1'(S) OF CORNER APPROVED & INSTALLED ON LOT DURING BUILDING EDMONDS, WA 98026 I I END FENCE 0.3'(E) & j EDMONDS, WA 98026 I I CONSTRUCTION. SFR I I I 1.5'(S) OF CORNER I SFR I I 27041800JO2100 I I 2704180OJ10800 SIDE SEWER NOTES I ! !01 IF RE -USING EXISTING SEWER LATERAL (FROM PROPERTY LINE TO CITY MAIN) CONDITION MUST BE VERIFIED BY PUBLIC WORKS DEPARTMENT. CONTACT EDMOND'S SEWER DI VISION AT 425- 771- 0235. IMPERVIOUS AREAS PROJECT SI7E CA TEGOR Y CA 7EGOR Y 2 DISCHARGE LOCATION: CI TY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) EDMONDS WA TER SHED. FRUI TDALE TYPE OF AREA SQUARE STORMWA TER FACILITY FOOTAGE LAWN AND LANDSCAPE 7,184 SF SOIL AMENDMENTS BMP T5.13 ROOFS 3,896 SF PERF STUB -OUT CONNECTION BMP T5.1OC HARD SURFACES ONSITE = 355 SF WALK AND PATIO AREAS SHEEMLOW DISPERSED BMP T5.12 640 SF DRI VEWA Y EXEMPT PER EDMONDS STORMWA TER ADDENDUM 6.3.1 OFFS(TE SHARED D/W = 355 SF EXEMPT PER EDMONDS STORMWATER ADDENDUM 6.3.1 25% RETROFIT 0 SF N.A. II-------- I '-------- t - _--- ---I COVERED I I iil Ili ll �5r I PA TIO I I I III I I 0_ - I - D - - BUILDING EA IVE (TYP) I C 1 I 4" FOOTING DRIAN (TYP) a� 4" ROOF DRAIN (TYP) "t STORMWATER NOTE: BY DESIGN, THIS SITE ACCEPTS RUNOFF FROM THE ADJACENT PRIVATE ACCESS ROAD/DRIVEWAY. BY PROCEEDING WITH CONSTRUCTION OF THE IMPROVEMENTS SHOWN HEREIN, THE APPLICANT ACKNOWLEDGES THIS CONDITIONS AND THE RESULTING REQUIREMENT TO MANAGE THE IMPACTS AND AGREES TO CONVEY SUCH INFORMATION TO SUBSEQUENT OWNERS, SUCCESSORS, OR ASSIGNED. BUILDING HEIGHT CALCULATIONS (AEG) ELEVA TION A: 341.76 ELEVA TION B. 344.01 ELEVA TION C. 344.03 ELEVA TION D. 341.00 TOTAL: = 1370.80 A VERAGE ORIGINAL GRADE (AOG): = 342.70 MAIN FINISHED FLOOR. = 343.88 ROOF A T RIDGE. = 366.99 ALLOWABLE BUILDING HEIGHT = 36Z 70 (342.70 + 25 FT) SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13. LOT COVERAGE LOT AREA: 12, 075 SF ALLOWABLE COVERAGE (359): 4,226 SF HOUSE, COVERED PA Tl0 & GARAGE: 3,497 SF PERCENT COVERAGE • 29. 0% RESUB Jun 25 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2020-0412 COMPLIES WITH APPLICABLE N oR 6� ov PUGET SOUND ti N O �3 o� to Trt swQ 4 2 3 o" taa �g0 ro 92ND I S/T VICINITY MAP NOT TO SCALE PROJECT TEAM OWNER /APPLICANT CIVIL ENGINEER GAETAN VEILLEUX & DEBORAH BINDER 8816 207TH PL SW EDMONDS, WA 98026 SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512-7099 CONTACT DARREN J. RIDDLE SITE DA TA RAM ENGINEERING, INC. 16531 13TH AVE W, SUITE A 108 LYNNWOOD, WA 98037 (425) 678-6960 EMAIL: ROBL @RAMENGINEERINGINC. COM CONTACT: ROB L. LONG, PE SITE ADDRESS: 8912 192ND ST SW, EDMONDS, WA 98026 PARCEL NO.: 27041800JO3700 TOTAL SITE AREA: 12,075 SF (0.28 AC) EXISTING ZONING. RS-12 AGENCIES/UTILITIES JURISDICTION CITY OF EDMONDS WATER DISTRICT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS STORMWA TER CITY OF EDMONDS SCHOOL DISTRICT EDMONDS SCHOOL DISTRICT NO. 15 FIRE DISTRICT SNOHOMISH COUNTY FIRE DISTRICT NO. 1 TELEPHONE FRONTIER COMMUNICATIONS ELECTRICAL SNOHOMISH COUNTY PUD NO. 1 GAS PSE GARBAGE REPUBLIC SERVICE SHEET INDEX 1 SP-01 SITE DEVELOPMENT PLAN 2 GN-01 GENERAL NOTES & LEGEND 3 TP-01 CLEARING, GRADING & TESC PLAN 4 DT-01 GENERAL DETAILS Know whams below. Call before you dig. 16531 13TH AVE W, SUITE A108 LYNNWOOD1 WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM Ian m Z 'm �OF WSh, x 0 38608CZ% \� EGISTEg��� IONe 1. ENGINEER: Q 0 W 0 ROB L. LONG, PE DRAWN B Y.- BLD2020-0412 BR/AN CLARK APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE.• APPROVED AS NOTED =4w% "7/26/2020 BY CITY ENGINEERING DIVISION ISSUE DATE.• SCALE: 4117120 AS NOTED JOB NO: 20-00 1 SHEET: SP-0 1 SHT I 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) - 2020 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHING TON 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 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 ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. I T 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, WFILIRA TION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (I.E. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR /F ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWA TER 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 STORM WA TER 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 /N 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 59 SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 959: 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 S/GNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. 6" MIN DEPTH SET AS REQD FOR POSITIVE FLOW FROM WALL/HOUSE FOOTING DRAIN FILTER FABRIC COMPACTED BACKFILL 4" RIGID OR 6" FLEXIBLE PERFORATED PIPE WASHED ROCK 1 1/2"-3/4" FOOTING DRAIN DRYWELL TRENCH NOT TO SCALE SW 1/4, SW 1/4, SEC 18, TWP 27N, RGE 4E, 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 ACTI VI TIES 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 SEP TEMBER 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, SENS/TIVE/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. 20U. 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 RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE 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]. DOWNSPOUT-/ SLOPE TYPE 1 OR 1L PER STANDARD DETAIL SD-303 OR 304 PLAN NTS 1'(MIN) COVER COMPACTED BACKFILL-\ 6" (MI 1' (MIN) ABOVE SEASONAL HIGH GROUNDWATER TABLE, OR HYDRAULICALLY 24" (MIN) RESTRICTIVE LAYER �7 SECTION A NTS - - TYPE 1 OR 1 L PER STANDARD DETAIL SD-303 OR 304 10' (MIN) LEVEL TRENCH WITH / PERFORATED PVC UNDERDRAIN PIPE Q .I 0 I -5' (MIN) _ TO STORM DRAINAGE SYSTEM 5' (MIN) TO STORM DRAINAGE SYSTEM 10' (MIN) LEVEL TRENCH WITH PERFORATED PVC UNDERDRAIN PIPE SLOPE WASHED DRAIN ROCK, SEE NOTE 3 4" (MIN) PVC UNDERDRAIN PIPE PER WSDOT SPEC. 9-05.1 (6), LAID LEVEL GEOTEXTILE, SEE NOTE 2 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. GEOTEXTILE 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. ":St. 18I-3., REVISION DATE CITY OF EDMONDS TYPICAL PERFORATED NOVEMBER 2018 STUB -OUT CONNECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D- 6 3 9 LEGEND - EXISTING UTILITIES / FEATURES X WIRE FENCE EX REBAR 0 CHAIN LINK FENCE ❑ WOOD FENCE SECTION DITCH OR SWALE � QUARTER SECTION n n n n GUARDRAIL ® EX MONUMENT RETAINING WALL ROCKERY ❑ ASPHALT FLOW - - - - - - -CURB ❑ CONCRETE -- - - - - - ASPHALT - - - - - - - CONCRETE ❑ GRA VEL GRAVEL ------------- ROOF WETLAND CHANNEL/ZA TION DRIP LINE ❑ CATCH BASIN, TYPE l - - - - - - - SURFACE FEATURES (90 CATCH BASIN, TYPE ll LILILILZ/1/11_1_ BUILDING FOOTPRINT Q SD PIPE FLOW --------- TOP OF 40% SLOPE @o YARD DRAIN - - - - - STEEP SLOPE BUFFER O STORM CLEANOUT - - EDGE OF WETLAND WETLAND BUFFER STORM CULVERT END - - -190- - - 10' CONTOURS SEWER MANHOLE O SEWER CLEANOUT ----SD- STORM DRAIN PIPE ----SS- SEWER MAIN Q SS PIPE FLOW ----FM- SEWER FORCE MAIN O SEPTIC LID ----W- WATER MAIN FIRE HYDRANT OHP AERIAL POWER LINE B� WATER METER P BURIED POWER LINE ----G- GAS MAIN �4 GATE VALVE C BURIED CABLE 0 WA TER MANHOLE -TV- BURIED TV AIR/VAC RELEASE VALVE T BURIED TELEPHONE LINE 0__ BLOW OFF BURIED PO WER/TELEPHONE ® IRRIGATION METER - FO- BURIED FIBER OPTIC CABLE M IRRIGATION VALVE -0- POWER POLE E- GUY ANCHOR STREET LIGHT POLE LIGHT © POWER VAULT �p TRANSFORMER ,®' POWER METER Z JUNCTION BOX 0 GAS METER GAS VALVE FIBER OPTICS MANHOLE H TV RISER m TELECOMM VAUL T ❑ TELECOMM RISER TELECOMM JUNCTION BOX TRAFFIC SIGNAL o MAIL BOX SIGN 0 BOLLARD • SOIL LOG TEST PIT CONIFEROUS TREE DECIDUOUS TREE CONIFEROUS TREE TO BE SA VED DECIDUOUS TREE TO BE SA VED LEGEND - PROPOSED UTILITIES / SURFACE FEATURES SA WCU T EASEMENT BUILDING FOOTPRINT BUILDING SETBACK FENCE ^ GUARDRAIL BARRICADE XXX PROPOSED CONTOUR RETAINING WALL ROCKERY m MAILBOX i SIGN STREET LIGHT STORM DRAIN PIPE ------------- ROOF & FOOTING DRAIN DI TCH ■ TYPE I CB 0 TYPE H CB PIPE FLOW • STORM CLEANOUT O• YARD DRAIN ® OVERFLOW STRUCTURE RESUB Jun 25 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SEWER MAIN SEWER SERVICE ----- WATER MAIN 0 SEWER MANHOLE PIPE FLOW • SEWER CLEANOUT FIRE DEPT CONNECTION WATER METER IRRIGATION METER FIRE HYDRANT AIR RELEASE VALVE •)- BLOW OFF ] H [ GA TE VAL VE m TEE W/ BLOCKING ,�-[ BEND W/ BLOCKING RESTRAINED JOINT ]►[ REDUCER ]� SLEEVE COUPLING 12 DETECTOR CHECK VALVE c POST INDICATOR VALVE (PIV) 16' MIN 25' EASEMENT 3-7 FT EXISTING WEST - EDGE OF SAWCUT PAVEMENT LINE 2% 2:1 ROCK CHECK DAM ■ TEMPORARY CB, TYPE I Q TEMPORARY CB, TYPE H PIPE FLOW TEMPORARY STAND PIPE OCB PROTECTION CONSTRUCTION ENTRANCE FILTER FENCE CONSTRUCTION FENCE LIMITS OF CLEARING INTERCEPTOR SWALE INTERCEPTOR CULVERT 2: 1 SLOPE DAGGER RIPRAP PAD BERM GRA VEL ASPHALT PAVEMENT SIDEWALK 2" COMPACTED DEPTH HOT MIX ASPHALTIC (HMA), CLASS 1/2-INCH 6" MIN. COMPACTED DEPTH CRUSHED SURFACING BASE COURSE PRIVATE DRIVEWAY SECTION NOT TO SCALE i Know whaUs W.OW. fall before you dig. BLD2020-0412 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE.• APPROVED AS NOTED j 7/26/2020 BY CITY ENGINEERING DIWS/ON RAM ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE Al08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM Ian m Z 'm X (4 Q �fv o W s� l0 d 36508 CZ% \� EGISTEg��� IONe 1. ENGINEER: ROB L. LONG, PE DRAWN B Y.- BR/AN CLARK ISSUE DATE: SCALE: 4117120 AS NOTED JOB NO: 20-001 SHEET: GN-01 SHT 2 OF 4 SW 1/4, SW 1/4, SEC 18, TWP 27N, RGE 4E, W.M. 1 1 i --►- ____ 0 \ p y I SD--L-_ ----- - I D 1 -SD- ; / _ \\ ti--SD----SD i I -IS-SD- SD- --SD----LSD-�-- -W-- �W� -T--- -- \ I / \ I WATER % ------ %--------Jt� �-_---+---I-• SDMH - --W--- Wi----W--- � - CB W---�W- W----W----W i RIM=335.86 �I "' l RIM=341.62 lE 12 PVC(E)=333.96 lE 12" lP(E 334.42 i lE 12" RCP(W)=333 J6 I II lE 12" 1P(iY)=334.92 A� fo / lE 12" PVC(W)=334.42 - i��pcQi ary INSTALL CB PROTECTION SSMH I �\ PER CITY STD DWG ER-902 R1M=340.73 1 \ i I j I 3 g lE 8" PVC(E)= J2.78 lE 8" PVC(W)-JJi 32.68 19,�,ND ST SW ---SS---ASS--- 7-ss---� -SS--- -- ASS` ----SS - -SS-- -SSA---- �S----SS �- III° -- Z7----OHP----OIP---t----OHP----bH---OHP----OHP----OHP-J -OHP-+--OHP----OHP----OHP- 1 I N 893026" W 115.00' I' II 14" M I l00 II EXISTING I CONTOUR GROUND 0 I I II I I II rL/V""v'_' _",M", UL , _M",_L' AROUND TRENCH AFTER INSTALLATION. FENCE TO BE REMOVED @ COMPLETION OF HOUSE CONSTRUCTION. I I c 1 I I � -SDI---SD----SD----SD CB �' RIM=343.42 / I _--- ''CB \ lE 12" R� (E)=340.82 / RIM=345.39 �: LSD / - lE 12" 1p(W)=340.72 I i lE 12 PVC(E)=343.79 �❑ lE 12" RCP(W)=343.49 --- --- --I RIM=048. 71 / - - --, - i lE 1�" PVC(W)=346.81 / W-i W----WW e} CONSTRUCTION ENTRANCE PER CITY STD d DWG NO. ER-901 (SEE SHEET DT-01) x Q) 315' MIN WIDTH 3 \ 150' MIN LENGTH MAINTAIN EXISTING ASPHALT DRIVEWAY AS LONG AS POSSIBLE. ` (AT A MINIMUM THE CONNECTION TO EX ` STREET WITHIN 192ND STREET SW ROW) �x 3 1 \ ---- I ------ --- � - --�- - - - - - - - - - - i s--t-ss-�\ j fi-ss- _--ss----ss---- \ - ,�-- ss----ss- --OHP ---0 P-� N `i II I �I Tr., ; I • I �II�I i I Illlil III cod/; i illll m 0III N~ IIII _------------- ii� 16" B I i� Y=__________-----r------------------------- - ---- - - - - - - - - - - - ---_ ---------- \ i I COVERED PORCH I o I M\ ii I ,� • I �� I EXISTING TREES 18" B 10 \I I I TO BE REMOVED / SIDE BSBL I i I - - -L' (TYP) r ASPHALT I I 1 I I I i L PROPOSED HOUSE MAIN FF 343.88 _ - 1 L 8920 192ND ST SW 1 I II NETTLES JIM & HEIDI I , I IF--- I' \\ ----------- EDMONDS, WA 98026 I I i/\\\ I I SFRII \ r 27041800302300 I� Ili o I II � I I II GARAGE\ FF 343.3E I i CONCRETE DRI VEqA Y 1 I I I I I I I I I V 110 I I---------- =,-I \ I- - - -- ----------- j II I II I HOUSE 18912 I l \ i_ I EX/STING HOUSE TO I I I I I I I I I ------- ----- --� COVERED B R I I I 3¢2 I PA I TIO SEPAR�TE PERMIT I I I I I � I I 1 a L----------- I I- I ROOF PEAK=36222 � I 10 = T- -- ---- -- ------------------II----I- �� I I I � f- - --� IJ o ---4 m 1 I 1 EXISTING TREES \ `�sr� i N - - - - TO BE REMOVED- 1 i I (TYP) -1------ L 1a 16" F 7b r 16" F `�\ - 10 1 II I X X WOOD FENCE I I= I O GRANT KRISRN M & KENNETH B I CE 8940 192ND ST SW EDMONDS, WA 98026 SFR 27041800JO2100 I I. 2 LIMITS OF CLEARING (TYP) N 8930'26" W 115.00' .I I I FOX JOHN J 8908 192ND ST SW EDMONDS, WA 98026 SFR 2704180OJ10800 CIV ORANGE FIL TER FABRIC FENCE PER EDMONDS STD DWG NO. ER-900 (SEE DETAIL, SHEET DT-01) ASPHALT \ CONCRETE\ PAD \\ \ - ---vnr-7r 3.�- �-P,I I � I r - I II I II ' III IIII I > I III I > I III III I II > 11 I 1 I SAWCUT EX PA VEMEN T I I I III I 'I I'I i i 1 III b ASPHALT I I I 1 � ' I I'�1 'I i i I II I ICI I III II'll SBL I I I I 3 ��1 I Ii I I I I I I( II I jl II I I I I \ I ' II I I I ---OHP----OHP- EXISTING VEGETATION TO BE KLMUVLU A.5- KLQUIKLU lU CONSTRUCT DRIVEWAY WIDENING Contractor shall coordinate removal with easement owners & users. BEECHIE TIMOTHY J 8840 192ND ST SW EDMONDS, WA 98026 SFR 27041800JO1200 OHP----OHP--- N SCALE. 1" = 10' 0 5 10 20 GRADING QUANTITIES CUT FILL 200 CY 200 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 EDMONOS STD DETAIL ER-900. (SEE DETAIL ON SHEET DT-01) TESC NOTE INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES 7H4A T MA Y BE REQUIRED DURING CONSTRUCTION. CONSTRUCTION SEQUENCE 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT WWW.MYBUILDINGPERMIT.COM 6:2'26t E*T 14 . TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. J. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. J 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. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 7. 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) 8. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 9. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 10. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. O Option (Choose one) Turf (grass or lawn) Areas Planting Bed Areas 1 - Compost -Amend existing soils (See 1. Ensure that there is at least 6 inches (in) of existing soil in the 1. Ensure that there is at least 5 in of existing soil in the disturbed area Figure 1 for turf and disturbed area (if not add topsoil). (if not add topsoil). Figure 2 for planting 2 Place 1 1/2 to 1 3/ in of compost on top of existing soil. Till or 2. Place 3 in of compost on top of existing soil. Till or otherwise mix beds) otherwise mix the compost into the top 6 inches of existing soil such the compost into the top 6 inches existing soil such that the depth that the depth right after mixing is about 9.5 in (mixing will entrain air right after mixing is about 9.5 in (mixing will entrain air into the into the mixture and make it fluffy). It may be necessary to loosen mixture make it fluffy). It may be necessary to loosen (scarify) (scarify) existing soil to facilitate this mixing. existing soil to facilitate this mixing. 3. Water or roll to slightly compact to the 9.5 inch compost -amended 3. Water or roll to slightly compact to the 9.5 inch compost -amended soil layer to approximately 8 inches. soil layer to approximately 8 inches. 4. Rake to smooth and remove surface woody debris and rocks larger 4. Rake to smooth and remove surface rocks larger than 2 inch in than 1 inch in diameter (if any). diameter (if any) 5. Mulch planting beds with 2 to 4 inches of organic mulch (i.e., For 100 square feet of turf area: A 1 1/2 to 1 3/ inch lift requires -14 cubic arborist wood chips, leaves, bark) - Recommended not required. feet or -1/2 cubic yard of compost. For 100 square feet of planting bed area: A 3 inch lift requires 25 cubic feet or -1 cubic yard of compost. 2 - Import 1. Place a 3 inch thick layer of a topsoil/compost mixture that contains 1. Place a 3 inch thick layer of a topsoil/compost mixture that contains Topsoil/Compost Mix 4% to 5% organic matter (typically 25-35% compost by volume - the approximately 10% organic matter (typically 40% compost by balance shall be sand and or sandy loam soil). volume) - the balance shall be sand and or sandy loam soil). 2. Till or otherwise mix into the top 2 inches of existing soil. It may be 2. Till or otherwise mix into the top 2 inches of existing soil. It may be necessary to loosen (scarify) existing soil to facilitate this mixing. necessary to loosen (scarify) existing soil to facilitate this mixing. 3. Place a second lift of 3 inches of the topsoil/compost mixture on the 3. Place a second lift of 3 inches of the topsoil/compost mixture on the surface. surface. 4. Water or roll to slightly compact. 4. Rake to smooth and remove surface rocks larger than 2 inch in 5. Rake to smooth and remove surface woody debris and rocks larger diameter (if any) than 1 inch in diameter (if any). 5. Mulch planting beds with 1 to 2 inches of organic mulch (i.e., leaves, bark) - Recommended not required. For 100 square feet of turf area: each 3 inch lift will require 25 cubic feet (-1 cubic yard) of the topsoil/compost mix. This mix will have For 100 square feet of planting bed area: the each 3 inch lift will require approximately 30% compost by volume (0.3 cubic yards, - 8.1 cubic feet) 25 cubic feet (-1 cubic yard) of the topsoil/compost mix. This mix will and 70 % topsoil by volume (0.7 cubic yards, -19 cubic feet). have approximately 40% compost by volume (0.4 cubic yards, -11 cubic feet) and 60 % topsoil by volume (0.6 cubic yards, -16 cubic feet). ANDREWS SCOTT & JULIE L B904 192ND ST SW EDMONDS, WA 98026 SFR 27041800303600 RESUB Jun 25 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COMPOST -AMENDED SOILS REQUIREMENT FOR TURF AND PLANTING BED AREAS i f{novi+Lhil ars iEl=low. {A I[ before you dig. BLD2020-0412 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE; APPROVED AS NOTED L�j 7/26/2020 BY CITY ENGINEERING DIVISION 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL 8" FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS 1 WIRE MESH FENCE 0I 1 TO ABRICPPORT FILTER N to BURY BOTTOM OF FILTER 04 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 FILTER FABRIC FENCE JANUARY 2018 REVISION DATE CITY OF EDMONDS FILTRATION SYSTEMS � � PUBLIC WORKS STANDARD DEPARTMENT DETAIL FSt. 189° APPROVED BY: R. ENGLISH ER-900 PROPERTY LINE O R.O.W. FINISHED GRADE d MMETERYSUPPLIED BY CIT i I QL BALL VALVE----- II II Li C \� _ —�/ C Li K DIRECTION A OF FLOW — ^ MATERIAL LIST: ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING OA 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 COMPRESSION FITTING BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1" OWHEN 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 OF 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 014 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE JO SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) KO O 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 / O 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 "-1 " AUGUST 2019 WATER SERVICE PUBLIC WORKS INSTALLATION STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA-1 30 n o� 3 a cz o Q IO �o O �N r\ N I � 3 O O N O 0 CNN N�2 SW 114, SW 114, SEC 18, TWP27N,RGE4E, W.M. _LS 4 TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 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 CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R — 9 01 pR/��TF gppgTF p MqT pROA 1FO ROROp FR�q Rp� FRry eyn�< OH P � O \1N gppRq�gY 4s,_ �QO 0 O4 RADIUS J O DRIVEWAY APPROACH (WITHOUT CURB O SAWCUT EDGE o 5 W Eo EXISTING ASPHALT -\ a W STREET VARIES \\ 2" HMA O2 2"-5/8" MINUS CSTC COMPACTED SUBGRADE O SECTION A —A NOTES: Ol SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER. O2 DRIVEWAY APPROACH TO BE 4" HMA CLASS 1/2" PG 58H-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. REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH FEBRUARY 2020 TYPE VI PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R— 5 4 6 18' - �S t . 189" CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 NOTES: O LOCATION OF MAILBOX WITHIN THE RIGHT-OF-WAY SHALL BE APPROVED BY THE CITY. O MAILBOXES AND LOCK BOXES SHALL COMPLY WITH USPS REGULATIONS. 9 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 STANDARD DETAIL ER-902 REVISION DATE JANUARY 2018 STANDARD DETAIL TR-582 RESUB Jun 25 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT w z J RESIDENCE a CLEANOUT w WITH 45' BEND AND 2' CAP CLEANOUT (MAX) f(TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 12" t r FINISHED GRADE z w U w w 0 d 3 a � IL U 12" LOCKING COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) `WATER TIGHT CAP���/:��������������\ RISER LEVELING COLLAR 45' SEE NOTE 4 45' 12" PVC SLEEVE u• Y. 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND 16" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND 4" OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT W ow LEVELING COLLAR NOTES: ao N SEE NOTE 4 re 0-0- 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"x6" UNDER ASPHALT OR CONCRETE DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR REVISION DATE CITY OF EDMONDS JANUARY 2018 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S S— 2 0 0 / LO Ul om / //,/ // ,/ / // // // 6" MIN UJI 6" MIN 8" MIN I-- --I 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. 189� REVISION DATE CITY OF EDMONDS JANUARY 2018 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH GU-400 r. Know whaft below. Call gore you dig, BLD2020-0412 APPROVED FOR CONSTRUCT/ON CITY OF EDMONDS ENGINEERING DIVISION DATE.• APPROVED AS NOTED ��7/26/2020 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 M0 �o , it d O 48508 w \� t'OISTEg��� IO>\re1. 612512a ENGINEER. ROB L. LONG, PE DRAWN BY.• BRIAN CLARK ISSUE DATE.SCALE.• 4117120 AS NOTED JOB NO. 20-001 SHEET DT-01 SHT 4 OF 4