Loading...
APPROVED BLD20200044 CIVIL PLANS00 m� 0 of �1 Lu I N I o z HAI WARDEN TRAdTS VOL, 1,, I�AGE 69 01467400001100 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 SOLID LOCKING LID EL. 421.38E 4 a a4 18" 1E 418.28 4 a 4 4-3 a a 4 J a CB 3, TYPE 1 1 I I icy I r< m `' I I - NE 1/4, SEC 30, TWP 27N, RGE 4E, W.M. 21310 82ND PLACE W SITE DEVELOPMENT PLANS I / STUB 6" PV TO NORTH 1E 418.20 L-n2711J, 28 =10449.99 00467400000600 RIM 420.87 18" 1E 418.10 (IN-S) j I N890647"W 128.01' 6"IE 418.10 (OUT- PROPOSEDDRY UTILITIES FT -- -� T - - - - - - - - - - - - - B G G - G- A -------�_,¢� EXISTING GROUND ���� 1 4" PVC 423.00 I 421.86 39 CONTOUR (TYP) �����\� FOOTING DRAIN 18, FG 1.09 MIN FG ' __-------- -- - , 10' MIN LENGTH FOOTING I L - I 4 =6" DRAIN DRYWELL TRENCH i L - - - - \ 2.789 (PER GEOTECH - - - - - I �` CONCRETE RECOMMENDATIONS) I 28 -18" CPEP 0. 609' `\ DRIVEWAY ' J DETENTION PIPE I �\ 149 MAX. I r - - - - (SEE DETAIL, 7� /S SHEET) SLOPE PROPOSED HOUSE GARAGE PARCEL C MAIN FF 425.00 CB 3 FF 423.00 `O TYPE / I N Pi N= 4683.78 I ,� ' E=10449.80 li N RIM 421.38 COVERED 6" IE 419.28 (IN-E) ' "� o PA TIO 2 1 18" IE 418.28 (QUT �N)`\ ---- 29- 13.09 423.00 422.88 FG CONC FG I COVERED WALK 5=6" PARCH - - 2.189 ; SDCO /E 422.Of PERFORA ED STUB -OUT 4 " P VC ROOF CONNECTION DRAIN @ PIPE 1E4I�9.00 ' 2.09 MIN (SEE DE T1/L, SHT GN-01) SSCO ' SDCO 1 I CLEANOUT I I o l N=4711.27CB I '� E=10452.98 I u I RIM= 418.93 RIM 420.50 LI IE 12" RCP(N+15.6J 6" 1E 418.00 (N-NW) IE 72" RCP(S) 415.63 6" lE 418.00 - I 00467400002600 6" 1E 418.00 (IN--N)- I I IE 12" RCP(SW -416. J 6" IE 418.00 (OI T-E)� o S � I �/ 0 30' ROW I v� 6'S%° I o -0- 14 -6" I 0 9 12 © 2.089 I Pipe shall Nave a I minimum o1 2' of L _ ever. Re p ace e p i I I � IE 12" RCP=41 .55 p 4 =12" + as nee1' ed o meet ®3.65 ,. City rehuire ents. I CB 19.�I FG 53 I I N 470 .86 'I E=1046.71 / JI 23' CHANNEL i RIM 41P.41 I DRAIN i 6"1E 417.71 (INW) \ I RIM=420.3 i 12" 1E 17.71 (OUT -NE) \ I SDCC 4 I \ CLEANOUT 1 419.81 i N= 4683.74 FG RIM 4 2 .650 c 6" 1E 419.40 (/N N) lE �419.40 (0 �T- W) I o Y I i SDCU 2 00467400002500 CLEANOUT I N= 46 7.32 \ I x II j E=104 2.76 \I RIM 4 1.16 I •V / I 4" 1E 18.20 (lMM-W) I I 6" 1E 418.20 (ll�-S) I l I I 6" IE 18.20 (OUT-N) S -rI�S� SEWER LATERAL TO BE TV'D BY THE CITY OF EDMONDS EXISTING / - - - - \ o 4"PVC SIDE SEWER J I SAN SEWER SAW � SEWER DEPARTMENT TO DETERMINE IF LINE CAN BE UT EX 1 RE -USED. IF THE LINE IS DAMAGED OR NOT A 6" LINE - - - - - - - - - - - - - - - - - %- z '�O C ~ © 2.09 MIN SLOPE ;o � I PAVE ENT I FROM MAIN TO THE PROPERTY LINE, THE SEWER IF IF PIPE SLOPES '© I I I LATERAL WILL NEED TO BE REPLACED. IF A NEW SEWER - - - - - - - - - - - - - � --------------------- I •, � ---� EXCEEDS20%'ITHE .- LATERAL IS REQUIRED THE CONNECTION MAY BE CORE I DRILLED, WITH THE CONNECTION AT THE SEWER MAIN PIPE WILL BE SSCD IE 415.0E i / ,, m N d REQUIRED TO E .� ( CONTRACTOR I I BEING A ROMAC SADDLE OR EQUAL PER CITY m I N. ,cV ANCHORED I I TO CONFIRM) I / STANDARDS OR THE SEWER CONNECTION MAY BE CUT I I IN WITH THE INSTALLATION OF A WYE PER CITY / I -- + I o STANDARDS. 2' Minimum of SOLID LOCKING LID coverage over pipe EL. 420.87E ADJUST AS NEEDED TO MAINTAIN 6" CLEARANCE IN CONTROL STRUCTURE 6" MIN 4 a TOP OF RISER: 419.78 4 IF 4 a 6" PVC RESTRICTOR 28 =18" CPEP -1 ® 0.607,, MIN ` DETENTION - TANK 4 6" PVC TO SDCO a IE 418.10 18" lE 418.10 , 4 2 , 4 A PVC CAP ON BOTTOM 4 a 4 4 -' a 4 a WITH ORIFICE (SEE DETAIL ';4') CB 2, TYPE 1 DETENTION SYSTEM DETAIL NOT TO SCALE SOILS NOTE ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T.5.13. PA TCHING/O VERLA Y NOTE UTILI TY PA TCHES SHALL BE COMBINED AND FULL WID TH OR HALF WID TH 0 VERLA Y WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILI TY PA TCHES FALL ENTIREL Y WI THIN ONE TRA VEL LANE, THE 0VERLA Y SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES, THEN A FULL WID TH 0 VERLA Y IS REQUIRED. IMPERVIOUS AREAS SIDE SEWER NOTES IF RE -USING EXISTING SEWER LA TERAL (FROM PROPERTY LINE TO CITY MAIN) CONDITION MUST BE VERIFIED BY PUBLIC WORKS DEPARTMENT. CONTACT EDMOND'S SEWER DIVISION AT 425- 771-0236. CONSTRUCT/ON NOTE APPLICANT SHALL REPAIR/REPLACE ALL DAMAGE TO UTILITIES OR FRONTAGE IMPROVEMENTS IN CITY RIGHT-OF-WAY PER CITY STANDARDS THA T IS CAUSED OR OCCURS DURING THE PERMITTED PROJECT. PROJECT SI TE CA TEGORY CA TEGORY 1 DISCHARGE LOCATION. CITY'S MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) TYPE OF AREA SQUARE FOOTAGE STORMWATER FACILITY LAWN AND LANDSCAPE 5,510 SF SOIL AMENDMENTS T5.13 ROOFS 2,720 SF PERF STUB -OUT CONNECTION T5.1OC HARD SURFACES 1,940 SF DETENTION PIPE 820 SF OF DRI VEWA Y AND WALK PA 770 25X RETROFI T 0 SF N.A. N89 06 47"W 128.01 PARCEL ►, ASSEMBL Y TO BE REMOVABLE FROM INSIDE THE FCS INVERT I 1 2" ORIFICE 1' DIAMETER ORIFICE PLATE STUB 6" PVC T OUTH r I I I uui' INSTALLED 6" SANITARY SEWER 1E 418.35 1 I I / CLEANOUT @ PROPERTY LINE PER CITY STD DWG NO. SS-200 (SEE SHEET DT-01) � I i l-LUW CUNIHUL STRUCTURE 4.5" ° NON -SHRINK GROUT I °o 1 ' MIN COUPLING PVC PIPE STUB I GASKET TYP a PVC ADAPTER W DOUBLE GASKET AND ADHESIVE I BONDED SAND FINISH ON EXTERIOR. MIN 7" LONG Lo PVC ADAPTER AND PIPE STUB DETAIL "A" CONNECTION & CONTROL DEVICE NOT TO SCALE STORM DRA/NAGE NOTES IF THE RIM TO INVERT OF ANY CATCH BASIN EXCEEDS 5 FEET A TYPE ll CA TCH BASIN WILL BE REQUIRED. FOOTING DRAINS TO CONNECT TO DRY WELL. LOT COVERAGE LOT AREA: 8,960 SF ALLOWABLE COVERAGE (35%) 3,136 SF HOUSE, COVERED DECK & GARAGE 2,396 SF PERCENT COVERAGE 26.7Z ONS/TE IMPERVIOUS ROOF. 2,720 SF DRI VEWA Y 700 SF SIDEWALK & PA 710, 30 SF ONSI TE TO TA L: 3, 450 SF OFFSITE IMPERVIOUS ROAD. 730 SF SIDEWALK 390 SF DRI VEWA Y WI TIHN ROW 90 SF OFFSITE TOTAL: 1,210 SF TOTAL HARD SURFACE. 4,460 SF (SSCO TO HAVE 12 CAST IRON 30' OW I I I / LAMPHOLE COVER WITH 1/2" HEX I BOL IS, TYP) � I I I I I I I Io INSTALL 1" WATER METER 1 PE 160 PSI FROM WATER MAIN I TO METER & 1-1/2" PE (160) r'o I I I I I FROM METER TO HOUSE E� W + W (SEE DETAILS CITY STD DWG'S I h 1 WA-130 & GU-400, SHEET DT-01) / I I (TRACER WIRE TO BE INSTALLED WITH WATER LINE) PRIOR TO FINA�,CONSTRUCI ON APPROVAL F BLD2020-0 44 AND 1 BLD2020-0045,AND DRAINAG EASM NETS LL BE RECORDED FOR THE BENEFIT OF TOE SOUTH LOT '(PARCEL D) ANTHE NORTH LOT (NOT PART OF PERMITS). A C PY SHALL BE PROVIDED TO THE CITY AFTER RECORDING. 1 I 1 MAXIMUM DRIVEWAY SLOPE ALLOWED 14% P li I o II I I 1i I I I � I II I I -- -G I i I -- T I I I IFOUND 1 1 I I � I I IEBSA 22969" I I I I C('1nnDI =Q WITU ADDI I!`ARI E ISTAMPED \ 1 0.1 (W) OF CORNER I I I -4 \1 C I BUILDING HEIGHT CALCULATIONS (AEG) ELEVA TION A: 424.00 ELEVA TION B. 422.05 ELEVA TION C. 423.36 ELEVA TION D: 424.70 TOTAL: = 1694.11 A VERAGE ORIGINAL GRADE (AOG) = 423.53 MAIN FINISHED FLOOR = 425.00 ROOF A T RIDGE = 447.21 ALLOWABLE BUILDING HEIGHT = 448.53 (423.53 + 25 FT) UTILITY NOTE ALL NEW U PLI TIES ARE REQUIRED TO BE INSTALLED UNDERGROUND. APPROVED BY PLANNING �o May 18 2020 = e007H MAIN ST BO � Ja of KqY 2 3 � ST SW ND ST SW z N� m 0 � : 2 3 Nw a 218 2 3RD ST W TH ST Imo\ 2127H SIT ST SW 2 47H ST 3 W 208TH ST SW 21 TH ST W T SW 99 I� VICINITY MAP NOT TO SCALE SCALE: 1" = 10' 0 5 10 20 LEGAL DESCRIPTION THE SOUTH 70 FEET OF THE NORTH 80 FEET OF THE EAST 128 FEET OF LOT 11, PLAT OF HA WARDEN TRACTS, AS PER PLAT RECORDED IN VOLUME 14 OF PLATS, PAGE 69, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHING TON BASIS OF BEARINGS THE MONUMENTED CENTERLINE OF 212TH ST. S. W., AS THE BEARING OF N 89 0647" W. BENCH MARK FOUND REBAR W/CAP STAMPED "LSA 22969" DUE SOUTH OF THE SOUTHEAST PROPERTY CORNER. (PER GPS OBSERVATIONS) ELEVATION: 421.45' DATUM: NA VD 88 PROJECT TEAM OWNER/APPLICANT CIVIL ENGINEER 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: KAYLA.CLARK@DUTLOOK.COM EMAIL: ROBL©RAMENGINEERINGINC.COM CONTACT. KAYLA CLARK CONTACT: ROB L. LONG, PE SURVEYOR PACIFIC COAST SURVEYS, INC. PO BOX 13619 MILL CREEK, WA 98082 (425) 512-7099 CONTACT DARREN J. RIDDLE SITE DATA SITE ADDRESS: 21310 82ND PL W, EDMONDS, WA 98026 TOTAL SITE AREA: 8,960 SF (0.21 AC) EXISTING ZONING: RS-8 AGENCIES/UTILITIES JURISDICTION CITY OF EDMONDS WA TER DISTRICT CITY OF EDMONDS SEWER DISTRICT CITY OF EDMONDS STORM WA 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-O 1 SITE DEVELOPMENT PLAN 2 GN-01 GENERAL NOTES & LEGEND 3 TP-01 CLEARING, GRADING & TESC PLAN 4 RP-01 ROAD PROFILE & SECTION 5 DT-01 GENERAL DETAILS r� Know whars below. Call before you dig. BLD2020-0044 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 5/26/2020 DATE.• BY CITY ENGINEERING DIWS/ON ENGINEERING, INC. Civil Engineering / Land Planning RAMI 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM m m Q) Z go As� l� d 38808 w h'ECISTER�9 Q O W ENGINEER: ROB L. LONG, PE DRA WN BY., MIKE MORRIS ISSUE DA TE: SCALE.• 116120 AS NOTED JOB NO: 19-009 SHEET SP-0 1 SH T / OF 5 0 J N- 0 �-iz 13 00 0 0) N o0 raj N � NQZ 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 NE 1/4, SEC 30, 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 CLEANOUT (TYP) PER STANDARD DETAIL SD-619, SEE NOTE 1 10' (MIN) LEVEL TRENCH WITH - - PERFORATED PVC UNDERDRAIN PIPE = I I ROOF - 10' (MIN)- II ~ -5' (MIN)_ _ c� GUTTER TO STORM n I DRAINAGE SYSTEM 10' (MIN) 5' (MIN). �y TO STORM DRAINAGE SYSTEM DOWNSPOUT AND CLEANOUT LOP = ' 10' (MIN) LEVEL TRENCH WITH PERFORATED PVC UNDERDRAIN PIPE PLAN NTS 1'(MIN) COVER COMPACTED BACKFILL SLOPE 11=III I =III=III=III=III=III -� 6" (MIN) -III-I I -I 11=1 I I -I 11=1 11=1 I I z O WASHED DRAIN ROCK, D�oO O O SEE NOTE 3 O N 8" ���oO 4" (MIN) PVC UNDERDRAIN PIPE PER WSDOT SPEC. 9-05.1(6), LAID LEVEL 1' (MIN) ABOVE SEASONAL i HIGH GROUNDWATER TABLE, /A/A OR HYDRAULICALLY 24" (MIN) GEOTEXTILE, SEE NOTE 2 RESTRICTIVE LAYER Q SECTION A NTS - GENERAL NOTES: 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 15) AND INFEASIBILITY REQUIREMENTS. 2. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SQUARE FEET OF CONTRIBUTING ROOF AREA. 1. CLEANOUTS RECOMMENDED AT PIPE BENDS AND ONE END OF THE PERFORATED PIPE SECTION. 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. JBI - REVISION DATE CITY OF EDMONDS TYPICAL PERFORATED DECEMBER 2017 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 o DITCH OR SCALE � QUARTER SECTION In n In 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 @0 YARD DRAIN - - - - - STEEP SLOPE BUFFER O STORM CLEANOUT - - EDGE OF WETLAND WETLAND BUFFER STORM CULVERT END - - -190- - - 10' CONTOURS SEWER MANHOLE 0 SEWER CLEANOUT ----SD- STORM DRAIN PIPE ----SS- SEWER MAIN Q SS PIPE FLOW ----FM- SEWER FORCE MAIN O SEPTIC LID ----W- WATER MAIN R 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 WERITELEPHONE ® IRRIGATION METER - FO- BURIED FIBER OPTIC CABLE IN 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 e TV RISER 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 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) 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 i Know whaUs 111100W. fall before you dig. RAM ENGINEERING, INC. Civil Engineering / Land Planning cc 16531 13TH AVE W, SUITE Al08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM �_ U m % 'm X (4 Q �fv o was,, i0 d �i 36508 CZ% \� EGISTEg��� IONe 1. ENGINEER: ROB L. LONG, PE DRAWN B Y.- BLD2020-0044 MIKE MORRIS APPROVED FOR CONSTRUCTION CITY OF EDMONDS 5/26/2020 DATE.• BY CITY ENGINEERING DIWS/ON ISSUE DATE.• SCALE.• 116120 AS NOTED JOB NO. 19-009 SHEET.- GN-01 SHT 2 OF 5 1 \ i I HA WARDEN TRAdTS VOL. I RAGE 69 oi467400001100 I 1 I I 1 1 I I 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL N NATIVE BACKFILL MATERIAL _ $, FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS n n WIRE MESH FENCE 0I TO FABRICPPORT FILTER N BURY BOTTOM OF FILTER MATERIAL 8" TO 12" NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. LIMI TS OF CLEARING (SEE DETAIL, THIS SHEET) 0467400000600 PARCEL D OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE AUGUST 2017 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R - 9 00 NE 1/4, SEC 30, TWP 27N, RGE 4E, W.M. I I 1 I I I i I I I I I I I 4.4 tN3 N I I I I I I I I I I I I _LS 4 TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1U THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. UZ ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION Aucusr 2017 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL s} 1 g g APPROVED BY: R. ENGLISH E R- 9 01 F PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 u I I I +i I z� IO { Cn I � I I o I l 0 I I I I I II I I L_� I Cn SAWCUT EX PAVEMENT 3 //II I CONSTRUCTION ENTRAIYeE PER CITY JI p (n STD DWG NO. ER-901 _ - (SEE DETAIL, THIS SH IT) �\ I 15' MIN WIDTH I 30' MIN LENGTH I® Z (n S� II 0 I I V / II' E I I / I I I I I 1 I I (n I I Ij \I I I 0 I I Q I I 0 I I I I I I � I I I I I II I J w- � Iw-- �-w� I � I r�� Cn I Lj q FILTERI SOCK WITH OVER FLOW HOLES (TYP) 4 `St. 18y� GRATE 00467400002600 00467400002500 INSTALL CB PROTECTION PER CITY STD DWG ER-96 (SEE DETAIL, THIS SHEET) FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN 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 APPROVED BY: R. ENGLISH E R- 9 0 2 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. FIL TER FABRIC FENCE NOTE ADD1 TIONAL FILTER FABRIC FENCING SHALL BE ADDED AS NEEDED. FENCING TO BE INSTALLED PER CITY OF EDMONDS STD DETAIL ER-900. (SEE DETAIL, THIS SHEET) TESC NOTE INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THA T MA Y BE REQUIRED DURING CONSTRUCTION. CONSTRUCTION SEQUENCE 1. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 2. CALL FOR UTILITY LOCATES. 3. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 4. 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. 5. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 6. 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) 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. 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 3/4 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 '/2 to 1 3/4 inch lift requires -14 cubic arborist wood chips, leaves, bark) - Recommended not required. feet or -'/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 I. Place a 3 inch thick layer of a topsoil/compost mixture that contains I . 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 I 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, - I I cubic feet) and 60 % topsoil by volume (0.6 cubic yards, -16 cubic feet). COMPOST -AMENDED SOILS REQUIREMENT FOR TURF AND PLANTING BED AREAS 0 90 Know whars tilelow. La811 Ibebre you dig. BLD2020-0044 APPROVED FOR CONSTRUCT/ON CITY OF EDMONDS 5/26/202C DATE.• t 4 BY CITY ENGINEERING DIVISION RAMI ENGINEERING, INC. Civil Engineering / Land Planning 16531 13TH AVE W, SUITE Al08 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM �_ I v m m go wA l� .G d �' aeeoa w h'ECISTER�9 ENGINEER. O Z Z IN O W O ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DA TE.• SCALE.• 116120 AS NOTED JOB NO. 019-009 SHEET.• TP-0 1 SH T 3 OF 5 2' MIN SAWCUT SEE NOTE 10 R=, /2" I R=, " 1" BATTER R=1" iv 0.05 FT/FT 4 4 a 4"-5/8' 18" STANDARD 6"-5/8" MINUS CSTC SEE NOTE 11 MINUS CSBC STANDARD TYPE "A" CURB/GUTTER (NOT TO SCALE) NOTES: HMA 4" OR MATCH EXISTING, WHICHEVER IS GREATER SEE NOTE 12 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 12. ALL VERTICAL EDGES SHALL BE TACKED. 13. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY. REVISION DATE CITY OF EDMONDS CONCRETE CURB OCTOBER 2018 AND GUTTER PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R- 5 2 0 424 420 416 412 408 N NE 1/4, SEC 30, TWP 27N, RGE 4E, W.M. 10' EXPANSION DUMMY JOINT JOINT d d a d a a a d d 4 a 4. a a a 4d. .4 d a a A' 9 d d ° a d 4 a a 4 4 d 4 ° 4 10, O.C. 5' O.C. (NOT TO SCALE) FULL DEPTH 1/2" EXPANSION CURB/GUTTER JOINT MATERIAL SEE COESTD DTL TR-R-520 _ 2� MAX 1/2" R c c.. d ° . 1/2° R a a d 4 . 4 a a a a a a a a a a a a aC "-2" MIN 5/8" MINUS CSTC �( ON NATIVE BEARING SOIL SECTION VIEW SEE NOTE 9 NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000. 3. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE J" RADIUS CITY OF EDMONDS CONCRETE SIDEWALK PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH REVISION DATE JUNE 2019 STANDARD DETAIL TR-531 11 pRopgY T pA &/r/O �y�OT R�• isq� R�qL 0 Og FG N N OF pR��fW PROVe p sy� 47E � Mg39 q y qT RO C/� P �� pERly GENE u EXPANSION EXPANSION �P� JOINT JOINT '2 ti ° SEE DRIVEWAY 24' RFS, CURB 3"4f (? oT '. J� TRANSITIONAL A1gX Cq DETAIL BELOW (CQUM, R9 fj Q DRIVEWAY APPROACH ) CONCRETE CURB AND GUTTER, SEE / O COE STD DTL TR-520 6' TYP \ EXISTING PAVEMENT FULL DEPTH MAX 15'` 1/2" EXPANSION 2' MIN JOINT I SAWCUT 7 8.39° MAX O 2% MAX 6" CURB LOPE 7 3 2 } SECTION A -A DRIVEWAY CURB TRANSITIONAL DETAIL FOR CURB AND GUTTER OR VERTICAL CURBS NOTES: OCURB AND GUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2O DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" CSTC COMPACTED TO 95% MAXIMUM DENSITY. O3 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 4O 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. O5 CONCRETE SHALL BE CLASS 3000. O6 CURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE ACHIEVED, MAXIMUM CURB THE TRANSITION LENGTH SHALL BE 15-FEET. O7 MAINTAIN 1/2" LIP AT GUTTER. O8 IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY. O9 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. 10 FINISH SHALL BE LIGHT BROOM. PROPOSED FRONTAGE IMPROVEMENTS (UNDER SEPARATE PERM1I) N PROPOSED FRONTAGE /MPROVEME TS 04 (UNDER SEPARA TE PERMIT) or J UW81N N • PROPOSED FIN/SHED GRADE EXISTING GRADE Y o AT FLOWLINE OF CURB AT ROAD 12 m Q d N ------------------- -1.-- 4----------------- U O d ------------ a ------ - -------------- W ad V')---W n -1.009 OFX \ S CB 1 TYPE l RIM 419.41 6" 1E 417.71 (IN-W) EX SA ITARY 12" 1E 417.71 (OUT -NE) SEWER AIN 4'_ 12" ® 3.659 EX CB TYPE I RIM 418.93 12" 1E 416.33 (IN -SW) 12" 1E 415.63 (IN-S) 12" 1E 415.63 (OUT-N) 82'ND PL W SCALE,- 1'=10' H, 1 =2' V REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH JANUARY 2018 TYPE PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH TR-541 co r7 Ln p N o? e0 M L N cNp O O O O O O O 0i O 0i 0) of O) 0i 0) of Q) of of of N N N N _ of _ r- V_ V d V V_ V d� d rr *+ d rr d d d 10+50 11+00 11+50 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. O POST GIVING FIRM SUPPORT BUT NOT TO EXCEED 4x4 WOODEN POST (TREATED). CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CSt. IB9� Curb shall be placed 19' from 424 assumed centerline (not the center of the right-of-way). The measurement shall be 11' lane width and an 8' wide parking area measured from assumed centerline to face of gutter or the face of curb or in between (whichever allows for the best alignment of existing ROW infrastructure). 420 30' ROW A^' MIN. 4.5' 5' (S E PLAN) I 0.5' 1' 2 M SAWCUT LINE 29 -2%- - - - - - - - - 416 , _________ ___ 412 408 O of CONCRETE SIDEWALK PER-1 �r COE STD DTL TT-531, THIS SHEET TYPE A- CURB/GUTTER PER 2% Max cross -slope COE STD DTL TR-520, THIS SHEET 2" COMPACTED DEPTH HOT MIX ASPHALTIC (HMA), CLASS 112-INCH 4" MIN. COMPACTED DEPTH ASPHALT TREATED BASE 6" MIN. COMPACTED DEPTH GRAVEL BORROW OR SUITABLE SUBGRADE 82ND PL W NOT TO SCALE MAILBOX DETAIL 2 APPROVED BY: R. ENGLISH z I Know whaft h610W. Call bdore you dig, REVISION DATE JANUARY 2017 STANDARD DETAIL TR-582 BLD2020-0044 APPROVED FOR CONSTRUCT/ON CITY OF EDMONDS 5/26/2020 DATE.• BY. CITY ENGINEERING DI VISION RAM ENGINEERING, INC. Civil Engineering I Land Planning 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM _0 O Z Z C4 0 LM 4 ftft U 4 �o , l4 O 38508 w \� STE���� IO>\reT . _41201 o ENGINEER. ROB L. LONG, PE DRAWN BY.• MIKE MORRIS ISSUE DATE.SCALE.• 116120 AS NOTED JOB NO. 19-009 SHEET RP-01 SHT 4 OF 5 SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (WSDOT STD SPEC 9-05.20) SOLID WALL PVC 15" (WSDOT STD SPEC 9-05.12.(1)) PROFILE WALL PVC 15" (WSDOT STD SPEC 9-05.12(2)) 5 ?� * CORRUGATED POLYETHYLENE S+ STORM SEWER PIPE 5 \2", 4", 6", OR 12" T NOTES: RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE ��� yry FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER rk %M FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY �N 22. TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 4� 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS AND FRAMES. 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 0 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0 v 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) 8. VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CeL,IIto]:■0.72141amwda I APPROVED BY: R. ENGLISH XF rn N Ul 6" MINLd 6" MIN 8" MIN I-- --I 8" MIN NOTE SEE COE STD DTL GU-410 REVISION DATE JANUARY 2018 STANDARD DETAIL SD-303 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. 18y" REVISION DATE CITY OF EDMONDS JANUARY 2018 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH GU-400 18"x24" (+1 /32", -0" TYP) r9/1 6- x 1-1/2" � 4" 16"x22" OPENING 3/4" 17-3/4%23-3/4" +1 32 -0 TYP 25" SECTION A -A 25" 71----� �2-1/2„ 11 /2" A A � T NE 1/4, SEC 30, TWP 27N, RGE 4E, W.M. CEMENT CONCRETE CURB PAVEMENT, DEPTH VARIES >..;:------ r'. PRECAST CONCRETE Q-ffl�;/ RISERS \� CATCH BASIN WALL SECTION B-B VERTICAL CURB OR CURB AND GUTTER B� PLANTING STRIP OR SIDEWALK � w w 0 MoDZ �oow CONCRETE U a o M GUTTER U m N \ U U Q m of SEE of NOTE 1 3/4" o Q� �`SEE�•NOTE 15�` - m 0 LEVEL PAD 16 `..:: .:SEE NOTE ..6.::::.:t .",-:, ;.;;::• .<3 _.4: , ;>.;;.. 3/4" x 2-1/4" x 1 8" PLAN B PLAN NOTES: 1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. 3. SET FRAME TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. 4. MATCH CENTERLINE OF CATCH BASIN TO CURB LINE FOR TYPE 1 AND 1-L. 5. VANED GRATE SHALL BE INSTALLED ON CONTINUOUS ROAD SLOPES. HERRINGBONE GRATES SHALL BE INSTALLED IN ALL SAGS AND SUMPS. 6. CURB/CURB AND GUTTER AS REQUIRED BY THE CITY ENGINEER. `St. 10,9' REVISION DATE CITY OF EDMONDS STANDARD JANUARY 2018 FRAME INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH SD-320 FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2" LINE. ALL EXPOSED VERTICAL EDGES SHALL PG 58H-22 BE TACKED NEATLY PER WSDOT STANDARD (SEE NOTES 4 & 5) > SPECIFICATIONS 5-04.3(5)A APPROVED TACK 1' OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. EXISTING J HMA VA��VA� a ° VAS VAS VA MATEREXISTIIAL �� CRUSHED SURFACE BASE IMPORT OR NATIVE MATERIAL BACKFILL SHALL BE COMPACTED COURSE PER WSDOT STD TO 95% MAXIMUM DENSITY SPEC 9-03.9(3) (SEE NOTE 2) (SEE NOTE 3) TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING CSBC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL. <St. IB9- REVISION DATE CITY OF EDMONDS TYPICAL HMA AND FEBRUARY 2020 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 41 0 1 /8" x 3/4" x 2-1/4" (6 MIN) 23-3/4" PLAN DT DETAIL SEE COE STD DTL SD-324 5' DRAFT 1-3/8" ELEVATION 1/16" IT NOTES: 1. USE WITH TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. NOTE SLOT DETAIL. 2. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06. 3. "OUTFALL TO STREAM DUMP NO POLLUTANTS" IN RAISED LETTERS SHALL BE LOCATED ON GRATE AS SHOWN, BORDER AREA. 4. SHALL CONFORM TO SEC. 7.05 OF THE WSDOT STANDARD SPECIFICATIONS. 5. WELDING IS NOT PERMITTED. 6. USE IN CONTINUOUS SLOPE CONDITIONS ONLY. 7. EDGES SHALL HAVE 0.125" RADIUS, 0.125" CHAMBER OR COMPLETE DEBURRING. 8. USE A THROUGH CURB INLET WITH HERRINGBONE GRATE IN SAG VERTICAL CURVES PER COE STD DTL SD-324. REVISION DATE CITY OF EDMONDS JANUARY 2018 VANED GRATE PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH SD-323 w z J RESIDENCE IL af CLEANOUT a WITH 45' BEND AND 2 CAP CLEANOUT (MAX) (TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 2"t r FINISHED GRADE Z a w En 12" LOCKING COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) WATER TIGHT CAP 45' RISER LEVELING COLLAR SEE NOTE 4 45' 12" PVC SLEEVE u'• 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 15-0 w it � LEVELING COLLAR NOTES: j ao � (n SEE NOTE 4 a a U ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 12"t 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 `St. 18y" REVISION DATE CITY OF EDMONDS DECEMBER 2017 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH SS-200 FOUNDARY NAME 1/2" LETTERS RECESSED TO BE FLUSH THIS SIDE TO CURB WmA 1-1/8" BAR (TYP)7/8SLOT (TYP) C)la Wd32i1S Ol 11V31f1 CV 7-1/4" FOR 11" MACHINING CLEARANCE /-- THIS BAR 1" THICK 94 WZIA 6141 1% Q I% W2 1 all. I Lx6j. (TYP, 4 PLACES) BARS 1-5/8" THICK THIS AREA BARS 1-3/8" - THICK THIS AREA \- LEVELING PADS 1_7/8 SEE 8-3/4" x 3/4" x 1/8" DETAIL TOP VIEW BELOW BOTTOM VIEW 23-3/4" 1-3/8" 17-3/4" �1-7/16" J�/2" 1 / 16"� I 1 3 i -ft R=7-1/4" -1 -3/4" 3/4" 1-3/4" 23-1/2" 17-1/2" 1-1/4" SIDE VIEW END VIEW -1-1/4" r3/4" 1 ROUND ELLIPTICAL TANGENT BETWEEN TWO RADII SLOT DETAIL OPTIONAL DESIGN FOR SEE NOTE 1 GRATE OPENINGS ENDS NOTES: 1. SLOT FORMED AND RECESSED FOR 5/8"-11 NC X 2 SOCKET HEAD (ALLEN HEAD) BOLT. 2. GRATE SHALL BE DUCTILE IRON. 3. SHALL CONFORM TO SEC. 9-05.15 OF THE WSDOT STANDARD SPECIFICATIONS. 4. USE HERRINGBONE GRATE IN CURB LINE OF SAGS AND SUMPS. 5. USE FRAME SHOWN IN STANDARD DETAIL. 18y REVISION DATE CITY OF EDMONDS PARKING LOT/ JANUARY 2018 AREA GRATE PUBLIC WORKS (HERRINGBONE) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D- 3 2 4 R.O.W. FINISHED GRADE I� �I lo� METER YSUPPLIED QL BALL VALVE----- j7l� C Li DIRECTION OF FLOW A D J PROPERTY LINE O n t MATERIAL LIST: (DALL 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 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 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 (Z 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 AUGUST " AUGUST 2019 WATER SERVICE PUBLIC WORKS INSTALLATION STANDARD DEPARTMENT DETAIL FSt 18°�� APPROVED BY: R. ENGLISH WA-1 30 r Know whaft belOW. Call gore you dig. BLD2020-0044 APPROVED FOR CONSTRUCT/ON CITY OF EDMONDS 5/26/2020 DATE.• BY CITY ENGINEERING DI VISION ENGINEERING, INC. Civil Engineering / Land Planning RAM 16531 13TH AVE W, SUITE A108 LYNNWOOD, WA 98037 PHONE: (425) 678-6960 WWW.RAMENGINEERINGINC.COM t V) k �/28/zao ENGINEER. ROB L. LONG, PE DRAWN BY MIKE MORRIS ISSUE DATE. • SCALE. 116120 AS NOTED JOB NO. 19-009 SHEET DT-01 SHT 5 OF 5