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Graphite Art Civil Drawings_ApprovedNE 1/4, SE 1/4 SECTION 23, TOWNSHIP 27 GRAPHITE ART STUDIOS 202 MAIN STREET EDMONDS, WA 98020 NORTH, RANGE 3 EAST, W.M. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY 0 INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT Q THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 OWNER CONSULTANTS UTILITIES LEGAL DESCRIPTION MARYOLSEN ARCHITECT CIVIL ENGINEER GEOTECH/ENVIROMENTAL WATER/SEWER/STORM GAS FIRE PARCEL A, LOTS 13, 14, 15 AND 16, BLOCK 1 GEPHART'S 1ST ADDITION 221 SECOND AVE N PELLETIER SCHAAR CG ENGINEERING ENGINEER CITY OF EDMONDS PUGET SOUND ENERGY FIRE DISTRICT ONE TO EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN EDMONDS, WA 98020 26911 98TH DR NW, SUITE B 250 4TH AVE S, SUITE 200 121 5TH AVE N PO BOX 91269 12425 MERIDIAN AVE VOLUME 5 OF PLATS, PAGE 43, RECORDS OF SNOHOMISH COUNTY, STANWOOD, WA 98292 EDMONDS, WA 98020 ZIPPER GEO ASSOCIATES EDMONDS, WA 98020 BELLEVUE, WA EVERETT, WA 98208 WASHINGTON. 360.629.5375 425.778.8500 FAX 778.5536 19023 36TH AVE W, SUITE D 425.771.0241 1.888.225.5773 425.551.1200 CONTACT: DAVID PELLETIER CONTACT: JARED UNDERBRINK LYNNWOOD, WA 98036 PARCEL NUMBER 425.582.9928 APPLICANT 00454800101300 STRUCTURAL ENGINEER SURVEYOR POWER CABLE & TELEPHONE DATUM GREGG PROPERTY ASSOCIATES, LLC CG ENGINEERING TERRANE LAND SURVEYING SNOHOMISH COUNTY PUD COMCAST 250 4TH AVE S, SUITE 200 10801 MAIN STREET, SUITE 102 PO BOX 1107 15815 25TH AVE W NAVD 88 CONT C CONTACT: ROBERT GREGG EDMONDS, WA 98020 BELLEVUE, WA 98004 EVERETT, WA 98206 LYNNWOOD, WA 425.778.8500 FAX 778.5536 425.458.4488 425.783.1000 877.824.2288 CONTACT: CAROLYN JEWETT GENERAL NOTES 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) - CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE 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. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES REVISED 05.15.2017 LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (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 IF 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 STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% 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 Revised 05.15.2017 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 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. 41. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. 42. UNDERGROUND WIRING REQUIREMENTS OF ECDC 18.05 SHALL BE FOLLOWED. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND. CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATIONOUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. ROUGH GRADING OF SITE IS TO FOLLOW ROUGH GRADING OF ADJACENT APARTMENT SITE. 7. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 8. CONSTRUCT BUILDING (ANTICIPATED TO BE IN TANDEM WITH ADJACENT APARTMENT SITE) 9. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. HAUL ROUTE TO SITE: 1-5 TO SR 104E R ON DAYTON L ON 2ND R INTO SOUTH ALLEY FROM SITE: L ONTO 2ND R ONTO DAYTON L ONTO SR 104 SR 104 TO 1-5 ALTERNATE ROUTE TO SITE DURING ALLEY WORK: 1-5 TO SR 104E R ON DAYTON L ON 2ND R ON JAMES L DOWN ALLEY ALTERNATE ROUTE FROM SITE DURING ALLEY WORK: L ON MAIN L ONTO 2ND R ONTO DAYTON L ONTO SR 104 SR 104 TO 1-5 SHEET INDEX C1.1 COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL & DEMO PLAN C3.1 GRADING & DRAINAGE PLAN C3.2 GRADING & DRAINAGE DETAILS C3.3 GRADING & DRAINAGE DETAILS C4.1 WATER & SEWER PLAN & DETAILS C4.2 WATER & SEWER DETAILS C5.1 SITE & STREET IMPROVEMENT PLAN & DETAILS C5.2 SITE & STREET IMPROVEMENT DETAILS C5.3 TRAFFIC CONTROL PLAN & DETAILS C5.4 TRAFFIC CONTROL PLAN - WORK ZONE 3 & DETAILS z Kory s aT tome nos outh .9�1 IN/6) { It �71 T United States m hi aY Pastal Service N. PRIMARY HAUL ROUTE Rick Ste 5lation � � / ti� g� Chanterelle h dmands Kingsto sr a Ferry Tall Booth m � t � ALTERNATE HAUL ROUTE n St r J Dayton St 021YOF)) St Dayton St rn I Ell u' CL a o I < R i V) t VICINITY MAP NTS = PROJECT SITE LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE - - - - ABN ABANDONED MIN MINIMUM ADJACENT PROPERTY LINE - - - - - - BLDG BUILDING BOTTOM OF WALL MJ MECHANICAL JOINT CENTERLINE BOW MON MONUMENT CLEARING LIMITS - CENTERLINE NITS NOT TO SCALE SILT FENCE X X X X CB CATCH BASIN OC ON CENTER CONTOUR LINE - - - - -100 - - - - - 00 CMP CORRUGATED METAL PIPE PC POINT OF CURVATURE FENCE CO CLEANOUT PI POINT OF INTERSECTION SANITARY SEWER LINE - - -ss - - -ss - ASS ss- CONC CONCRETE PIV POST INDICATOR VALVE MANHOLE O © CONST CONSTRUCTION It PROPERTY LINE STORM DRAIN MAIN - - -SD- - -SD- --o-SID SD- CID CONCRETE PIPE PT POINT OF TANGENCY STORM DRAIN PIPE - - - - - - - - - -0 CU YD CUBIC YARD DOUBLE DETECTOR CHECK VALVE ASSEMBLY DUCTILE IRON PIPE PVC POLYVINYL CHLORIDE PIPE ROOF DRAIN FOOTING DRAIN - - - R - - - R - - - R - -R-R DDCVA PVI POINT OF VERTICAL INTERSECTION PAVEMENT - - - F - - - F - - - F - -F-F DI PVMT PRESSURE LINE CATCH BASIN (TYPE 1) - P - - - P - - - P - P P DIA DIAMETER DUCTILE IRON PIPE PVT POINT OF VERTICAL TANG. ❑ ■ DIP R RADIUS CATCH BASIN (TYPE 2)j r, EA EACH REINF REINFORCEMENT CLEANOUT o ® EJ EXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE �� ELEV ELEVATION RET RETAINING GRADE BREAK - - - - - - - - - - - - EOP EDGE OF PAVEMENT RT RIGHT STORM DRAIN SURFACE SWALE EX EXISTING SD DRAINAGE ARROW WA- WA- FDC FIFE FIRE DEPT. CONNECTION SECT SECTION STORM DRAIN MANHOLE WATER LINE - - WA- - - WA FINISHED FLOOR ELEVATION SDMH WATER METER ® 19 FH FIRE HYDRANT FLANGE SIM SIMILAR SQUARE FIRE HYDRANT �X FL SQ FDC 'Cr i' • FT GV FEET/FOOT SS SANITARY SEWER PIV 0 GATE VALVE SSMH SANITARY SEWER MANHOLE GATE VALVE g Z HP HIGH POINT STA STATION TEE ,_I_, ,Z, HT HEIGHT STD STANDARD 90' BEND ID INSIDE DIAMETER STL STEEL THRUST BLOCKING o - IE L LCPE LF INVERT ELEVATION TB THRUST BLOCK CAP CONCRETE PAVEMENT ASPHALT PAVEMENT LENGTH/LINE LINED CORRUGATEDPOLYETHYLENE PIPE TOC TOP OF CURB TOP OF WALL TOP ELEVATION ° ° TOW TOP LINEAL FOOT CRUSHED SURFACING ROCKERY LP LT LOW POINT LEFT TYP TYPICAL VC VERTICAL CURVE SPOT ELEVATION f 20.0 f 20.0 MAX MAXIMUM W/ WITH TELEPHONE LINE - - - T - - - T - - - T - -T-T MECH MECHANICAL WM WATER METER POWER LINE - - - E - - - E - - - E - -E-E MH MANHOLE GAS LINE --- G--- G - - -G- G SIGN n n APPROVED V ED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION O 61 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 � GUI. Z4 OWA STEg zsaas � �I Cs SjONAL W 2012020 M M O LJ 1-- Ol O N 00 M O r_� O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 19144.20 DATE: 08/29/ 1 9 V 7 O O Q i%) 0 N Ld 00 F__ F_ (n 0) w 0 Q LTd Z N � 1 a N J W Z (%� < 0 LL LL Z W L LJ < 62 N o :2�Z 0 0 W wi 0 N w CU CD SHEET: v � SSMH VICINITY OF RIM=38.59 CL SED-IN-PLACE IE (S) 8" CONC=30.94 C EYANCE /0IPING O SDMH RIM=38.15 IE (E) 8" PVC=32.65 S� IE (S) 12" PVC=29.45 / r IE (N) 12" PVC=29.30 / I �O REMOVE AREA DRAIN & 6"/ clo PIPE. SEE C3.1, C3.3, & C5�. POWER POLE TO BE REMOVED, SEE PUD PLANS VICINITY OF 3,00 ,/ ,,•., GALLON CLO D IN -PLACE LEADED / r ' 4, �! GASOLINY UST W..: .� ..•: r CUT AND CAP ''�.',..;;; EXISTING WATER LINE AT MAIN / STREET / / T EETOBE ,OREMOVED �. POWER POLE TO BE REMOVED, SEE PUD PLANS / SSM 5.9 - IE CHAN I = 2 4 CB T-1 RIM=40.03 IE (S) 6" PVC= 37.13 I L 41 i. ss \ MH#1/C3 NE 1 /4, SE 1 /4 SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. CB T-1 RIM=37.96 �O v / IE (N) 6" CONC.=36.66 SDMH RIM=38.38 IE (NE) 6" PVC=35.83 �p \ IE (SE) 6" PVC=35.73 REMOVE CONC ISLAND AT B T-1 IE (SW) 6" PVC=35.38 INTERSECTION CORNER, SEE =38.30 IE 3" PVC = 36.80'--, NOTE 8 IE ( VC= 36.60 CB T-1 IE (SW = 35.4 RIM=39.28 (N) 6" PVC= 37.83 VIC OF INSTALL CB SEDIMENT PROTECTION IN RMER PUMP ALL CATCH BASINS IN MAIN ST, 2ND AVE ISLAND \ PROPERTY FRONTAGE, ALLEY, AND 4 CB T-1 \ DOWNSTREAM CATCH BASINS RIM=39.12 \CLUDING ALLEYWAY TO THE SOUTH). �' IE (W) 6" ��/1/ CON C= 37.42 \ \ CB T-1 \ ..rYl.�.'° • \ �, h� /\ RIM=44.39 IE (SE) 12" PVC= 41.14 `• 1 F''koz \ \ IE (NW) 12" PVC= 39.89 CB T-1 RIM=45.82 IE (SE) 12" P IE (NW) 12" F 1 X,. 1 i \ STREET I TREE TO BE I �1 ` %; • ;ti.. :: ` 1 1 REMOVED EXISTIN TANKS & LINE 4' '.,'L` i A {� ' TO BE EMOVED Est •:'::.:,•... 1 tit . :. , . ' s,�• •�;';;a,?:::° : , y, 1 -9�iL � `POWER POLE TO BE . •• •,.: REMOVED , SEE PUD PLANS REMOVE & REPLACE a�:; -•: \ ��, DRIVEWAY AND EXISTING CURB, ' c'?,:_''i:;' .• SIDEWALKS TO GUTTER, ALLEY REMOVE & REPLACE APPROACH, & P BE REPLACED. EXISTING CURB, GUTT R, SIDEWALK r n �J SEE C3.1 & C5.1 ALLEY APPROACH, & ' SIDEWALK :.;•,,, 'O PROVIDE 4,000 GALLO STORAGE TANK FOR DIMENT SETTLING. PUMP SE IMENT-FREE STORMWATER TO OW \\\\ STOCK PILE LOCATION (IF NEEDED) KEEP COVERED PER DOE BMP C125 (NW) 8 CHANNEL= 33.63 EMO ON -SITE / � �•�� I STAGE ON CONCRETE I ,' \\ \ � o 0 ADJACENT z ;;r PROPERTY (SAME ` \� \\\ N ';i A;°:`•r OWNER) / STALL FILTER\\ G a •w -...< 4;: INCLUDING JOB FABRIC FENCE SHACK IF NEEDED / W O 2 �_-�\ \• \\�\ Q �' •' ;:r r e \ \ / .............. .............. .............. so / \S I •'�/ ;\ CONSTRUCTION VEHICLES MAY USE PROPERTY TO THE SOUTH \ TO BACK-IN/TURN-AROUND IF NEEDED \ o \ / I \ o 0 0 CD CD O O p TEMPORARY EROSION CONTROL AND DEMO PLAN SCALE: 1" = 20' TEMPORARY EROSION CONTROL AND DEMO PLAN NOTES: 1. CLOSURES (IF/WHEN NEEDED) SHOULD BE COORDINATED WITH CITY, 48 HRS MINIMUM IN ADVANCE. 2. REFER TO TRAFFIC CONTROL & HAUL ROUTE PLANS (SHEETS C5.3) AS NEEDED. 3. CONTRACTOR SHALL MAINTAIN EXISTING SIDEWALKS & CURBS AS LONG AS POSSIBLE DURING CONSTRUCTION. CLOSURES OF SIDEWALKS, ALLEYS, AND/OR PARKING AREAS BEYOND 72 HOURS SHALL BE SUBJECT TO DISRUPTION FEES. 4. CONTRACTOR TO COORDINATE ALLEY CLOSURES (WHEN NEEDED) WITH ENGINEERING INSPECTOR, POLICE, FIRE, AND TRASH. 5. MAIN ST SIDEWALK SHALL BE CLOSED ONLY AS NEEDED AS LONG AS IT TAKES TO PERFORM SPECIFIC TASKS SIDEWALK REPLACEMENTS, UTILITY CONNECTIONS, ETC. 6. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 7. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T5.13. 8. ANY WORK TO BE COMPLETED AT CURB BULB OUTS (DEMO, INSTALL, ETC.) SHALL BE COORDINATED WITH CITY OF EDMONDS ENGINEERING AND PARKS DEPARTMENTS. \ `Y \ H/ ROUGH GRADE SITE AS \ PROVIDE CO STRUCTION SHOWN, BUILD UP TO ENTRANCE S NEEDED TO ALLEY GRADES PREVENTS DIMENT o eT LIMITS OF CLEARING & TRACKING GRADING (TEMP. CHAIN LINK FENCE TO BE INSTALLED AROUND SITE AT THIS LOCATION AND REMAIN / DURING CONSTRUCTION). DEMO EXISTING BUILDING (ALREADY COMPLETED UNDER I PREVIOUS PROJECT) I REMOVE EXISTING RETAINING I I WALL; ROUGH GRADE TO I ALLEYS DEMO 125 LF- OF EXISTING SD MAIN; SEE C3.1 & C5.1 FOR NEW STORM AND PAVEMENT RESTORATION. SEE ALLEY STORM REPLACEMENT SEQUENCE / SSMH / RIM=42.95 \ 9.35 8" CHANNEL 8 CHANNEL ,BSc ms\Sc\ \ S \ OS \ \ S \ \ Q& \ ALLEY STORM DRAIN REPLACEMENT SEQUENCE: 20 CONTRACTOR IS RESPONSIBLE FOR ALL WORK AND MATERIALS ASSOCIATED WITH MAINTAINING ADEQUATE CONTROL OF EXISTING FLOWS IN THE EXISTING STORM PIPE DURING CONSTRUCTION. FROM THE MOMENT THE PIPE IS CUT OR ALTERED, UNTIL THE NEW LINE IS APPROVED BY THE CITY OF EDMONDS, CONTRACTOR MUST PROVIDE CONTINUOUS OPERATION OF THE BYPASS SYSTEM DURING DAYTIME CONSTRUCTION ACTIVITY, INCLUDING AN ADEQUATE REFUELING PLAN TO MAINTAIN SUCH OPERATIONS. STORMWATER FLOWS SHALL BE RE-ESTABLISHED AT THE END OF EACH DAY, DISCHARGING TO AN APPROVED LOCATION. PUMPING SYSTEMS SHALL NOT BE LEFT OPERATIONAL OVERNIGHT. 1. DIVERT FLOW VIA TEMPORARY PUMPING TO EXISTING CB1 IN 2ND AVE S. 2. REMOVE CB T-1 (ALLEY ROW) AND PIPE PER PLAN. 3. INSTALL CB'S 2,3, AND 4 AND PIPE PER C3.1. 4. RE -CONNECT EXISTING STORM SYSTEMS. 0 10 20 40 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO2'x2-IaGA WIRE FABRIC EQUA- NATW a4CIffILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2' x 2" WOOD/STEEL POI BURY BOTTOM OF FILTER N MATERIAL 6' TO 12' NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROVGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED OOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY.BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE AUGUST 2017 FILTRATION SYSTEMS _ PUBLIC WORKS STANDARD DEPARTMENT DETAIL EsT, iSgo APPROVED BY: R. ENGUSH ER-900 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS GRATE \ FILTER SOCK WITH OVER FLOW HCLES (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. TEMPORARY PEVISION DATE AUGUST 2017 CITY OF EDMONDS SEDIMENT TRAP STANDARD PUBLIC WORKS FOR CATCH BASINS DEPARTMENT DETAI L • �,g94 ER-902 APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 1S a TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES- (D THE MINIMUM LENGTH SHALL BE EXTENDLC AS NECESSARY 70 ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/DR INTO THE PUBLIC RIGHT -Of -WAY. h�2ATTBB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELDW FOR REQUIRED LENGTH. NOTES: 11. SURFACE WATER - ALL SURFACE WATER FLCWING OR DIVERTED TOWARD CONSTRUCTON 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 'REVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLC 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, r SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPADES AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4.INSPECTON AND NEEDED MAINTENANCE SHAD BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE SC < 1 ACRE 50 < 3 ACRE Ioo > 3 ACRE 100 +PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION RECUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION AUGUST 2017 ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT .ADETAI L•� gg90 APPROVED BY- R. ENGUSH ER-901 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DS DATE: BY: � CITY ENGINEERING DIMSKM ` I O C I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 �G GUIL cow co .i- 25385 ISTEg' �'ti 'jONAL W 2012020 J J Q Q H H < H z m m 0 co w w cn cr- LL LL LL LLJ w w w Q D_ a D_ Ol Ol O LLJ F- m r_ O N 00 M O r-I O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 19144.20 DATE: 08/29/ 1 9 O Z O U Z O V) 0 0 N 0:� Q 00 Lf W 0 �- a 0:�0 < V) Q 12 W Z N �..d Q 0 O 0 aN:2 �o0 Ld C' N W SHEET: C2ml NE 1 /4, SE 1 /4 SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. O \ I / �" \ IE (SE) b" NVC=.55. /.5 \ / 15 !y B T-1 \E (SW) 6" PVC=35.38 PVC= 36.80\ \ D O SO CB O IE SPVC= 36.60 \ CB T-1 SSMH IE (SW = 35.45 RI (NW) 6" PVC= 37.83 RIM=38.59 \ \ IE (S) 8" CONC=30.94 I !y S SDMH RIM=38.15 / 1 INTERSECTION RA IE (E) 8" PVC=32.65 / C3.3 & PATIO GRADES \ IE (S) 12" PVC=29.45 / \ IE (N) 12" PVC=29.30 CB T-1 RIM=44.39 �O a a aSp 6 STr �� \ IE (SE) 12" PVC= 41.14 / cp A�'krp \ \ IE (NW) 12" PVC= 39.89 vY�TOC40.51 / / \ CB T RI RIM=45.82 / ICi/ iR a ° �\ ° �o - \ \ \ IE (SE) 12" PVC= . / Q °/ ° \ kk \\ /// IE (NW) 12" PVC= / a \- 4 \ / W / 1 ROOF 40.66 v TOC 43.11I \ / OVERHANGS OC 38.30 '� /� i ENTRY 42.0 �,;�� ° a ° 4' MAX HEIGHT CONIC WALL PER ° •0'g a \ ST / STRUCT / O'fOC 38.27 ENTRY 42.0 a ° o ° p a w\I / I ROOF h / 43.25 / ° VERHANG �", 4" AREA DRAIN / ORIM: 41.9 (TIE INTO ROOF DRAINS) d \ C OC 37.86 / < a \ ENTRY 42.0 / / I Al °P 3' MAX HEIGHT a / PROPOSED ART STUDIOS BUILDING CONC WALL PER � MAIN FFE: 42.0 STRUCT 3 SW DRIVEWAY 123.3 GRADES / =S ' �� •9 �O 2 RISER ROOM E 8" CHAN = 5 4 \ s� ENTRY 37.0 / 1 4 ROOF AND FOOTING DRAINS ARE 2 SEPARATE LINESlc C3. q \ PP� \PVC@3. ° I I / \ P r \ a o � I 3 /� 6 lFti1\ . ,ENTRY 41.10 / I REPLACE EXISIIIING / I � % I o I I I \ GRADING AND DRAINAGE PLAN �) 391�86 / a� 40.! SCALE: 1" = 20' GRADING AND DRAINAGE NOTES: 1. A MINIMUM OF 3' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER AND STORM, AND A MINIMUM OF 5' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION FROM ANY CITY OWNED LINES. 2. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST AMENDED PER REQUIREMENTS OF BMP T5.13 IN THE STORMWATER MANUAL, VOLUME V, CHAPTER 5. 3. A TYPE II CATCH BASIN IS REQUIRED WHENEVER RIM TO INVERT EXCEEDS 51 . 4. TOP AND TOE REFER TO FINISHED GRADE ON SITE WALLS. REFER TO STRUCTURAL DRAWINGS. 5. FOOTING DRAINS ARE ON -SITE, SHOWN SPACED OFF OF THE BUILDING FOR GRAPHICAL PURPOSES. DETAIL 2/C3.2 DEPICTS TYPICAL FOOTING LOCATION. ROOF DRAINS ARE ROUTED THROUGH BUILDING TO DETENTION PIPE BY PLUMBING. FOOTING AND ROOF DRAINS SHALL ALL BE ON PRIVATE PROPERTY. 6. DURING REMOVAL AND REPLACEMENT OF CB#7, VERIFY CONDITION, SIZE, MATERIAL OF EXISTING PIPE TO CB T-1. REPLACE PER CITY STANDARDS IF PIPE IS FAILING. 7. ROOF SHALL BE COATED WITH AN INERT, NON -LEACHABLE ENAMEL COATING. 8. NEW/REPLACED IMPERVIOUS SURFACE (INCLUDING ROW): 17,110 SF - NEW BUILDING: 14,599 SF ROOF AREA (INCLUDES OVERHANGS). RUNOFF ROUTED TO DETENTION PIPE THROUGH ROOF DRAINS. - REPLACED SIDEWALK: 2,223 SF. DETENTION PIPE SIZED TO INCLUDE SIDEWALK AREA EVEN THOUGH RUNOFF WILL FLOW INTO THE GUTTER AND PUBLIC STORM SYSTEM. - REPLACED ASPHALT: 436 SF. DETENTION PIPE SIZED TO INCLUDE ASPHALT AREA EVEN THOUGH RUNOFF WILL FLOW INTO THE GUTTER AND PUBLIC STORM SYSTEM. * SITE CONCRETE DEPICTED IN C3.1 IS INCLUDED AS PART OF ROOF IN DETENTION DESIGN, AS IT IS NEARLY ALL UNDER OVERHANGS. I I I I I 1 7`lri�- , T PROPOSED CAP DETENTIO TANK W/ FLOW CONTROk STRUCTURE 1 3 C3.2 C3 �n5 4 ° / \- 42.40 ROOF OVERHANG OBSERVATION PORT, TYP 11 LF- 12" PVC @ 10.0% 42.15 / I' SSMH RIM=42.95 IE (N)=29.35 8" CHANNEL es\sc\ \ \ \ \S \ s \ \ ps\ G \ 2 NE DRIVEWAY \ 4'-8" x 4'-8" C3.3 & PATIO GRADES \ J-BOX PER PUD \ F 20 CATCH BASIN SCHEDULE MARK TYPE RIM ELEV INV ELEV NOTES 48 12" (NE) = 28.61 EXISTING STRUCTURE, TYPE II 3596 . 12" (SW) - 28.31 EXISTING IE 12 (SE) = 29.61 12" (SE) = 28.75 4" (NE) = 29.0 48" 35'9 12" (SE) = 29.0 FOOTING DRAIN LINES IN ROW TYPE II 12" (NW) = 28.90 ARE SOLID PIPES 4" (SW) = 32.55 12" (NW) = 31.43 48" 39.76 12" (SE) = 31.53 - TYPE II 12" (S) = 31.53 12" (NW) = 33.29 48 . 4159 12" (NE) = 33.39 POTHOLE SEWER MAIN PRIOR TYPE II 12" (SE) = 36.5± TO CB INSTALLATION FLOW CONTROL 1 54" 12" (SW) = 34.5 STRUCTURE C3.2 5 TYPE II 41.3 36" (NE) = 34.5 SOLID LID; 3 NON -SLIP COVER C3.2 REPLACE EXISTING CB; © TYPE I 39.03 8" (W) = 37.42 INSTALL AT LOW IN GUTTER FLOW NE BINT FORE BULB -OUT 0 10 20 40 PROPOSED PLAXISTING GRAPHITE ARTS BUILDING EDGE BUILDING EDGE R 20.0' 15.0' 2.5' 13.5' 4.0' 1.5' ADDITION GRIND AND I FOR 15' ALLEY OVERLAY WIDTH +3.0% , 1.5% 'IIII III -III- _ I GRADING QUANTITIES TOTAL EXCAVATION (CUT) - 170 CU YDS TOTAL EMBANKMENT (FILL) - 680 CU YDS TOTAL 850 CU YDS THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. PAVING LEGEND NEW ASPHALT OVERLAY EXISTING ASPHALT NEW CONCRETE EAST ALLEY SECTION SCALE: 1" = 5' PROPOSED GRAPHITE PROPOSED APARTMENTS GRAPHITE ART BUILDING EDGE R BUILDING EDGE R 16.0' 4.0' 2.0' 10.0' 2.0' 0.25' GRIND AND OVERLAY 2.0%, , 2.0% 1.5% 11111 1-iTi-- TYPE II INLET CATCH BASIN SOUTH ALLEY SECTION SCALE: 1" = 5' APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY; CITY ENONEERING DI ISIOIN = I(> 4m�ohl ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GU jL WA S� j NNAL W 2012020 J J a a H � � z m m m w w Ld w w w o a a a- Ql a) O W Ol I- O Q N N cV 0000 N m O r-I O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 19144.20 DATE: 08/29/19 V) O 0 0 N 0 V) 0) Q N LLI Z H Q 0 Z C O Q N � ly- 0 0 0 N w SHEET: C3ml NE 1 /4, SE 1 /4 SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. C3�J STD LOCKING MH FRAME & COVER MARKED "DRAIN" RIM = 41.3 _($OVERFLOW �IE=38.95 f n OUTLET I = 34.5 3 12"0 PVC FLOW CONTROL ASSEMBLY W/ 18" 0 RISER RESTRICTOR PLATE W/ 1.2"0 ORIFICE - a v a z. c3 . FINISHED GRADE PER PLAN. MINIMUM ELEVATION = 41.0 rA 2" 0 MIN. AIR VENT PIPE WELDED TO TANK 3.0'0 CAP CONNECTOR PIPE 2.0' A NOTES: 1. RESTRICTOR ORIFICES TO BE SHOP DRILLED, SHARP EDGED. 2. SEE STRUCTURAL PLANS FOR FOUNDATION DETAILS NEAR DETENTION 54"TYPE IICBJ FLOW CONTROL STRUCTURE WITH DETENTION TANK - SECTION SCALE: NITS BACKFILL, BEDDING & HAUNCHING PER MANUFACTURER 27 LF - 5.0'0 CAP DETENTION TANK o 0 N z 0-1 I 1 I I 1 I 6" DEAD \\ STORAGE 4K ON STABLE, WELL- CONSOLIDATED NATIVE MATERIAL WITH A SUITABLE BEDDING. GEOTECH RECOMMENDS A MINIMUM OF 4 INCHES OF BEDDING MATERIAL BE PLACED ABOVE AND BELOW ALL UTILITIES. PER GEOTECH, PIPE BEDDING SHOULD CONSIST OF GRAVEL BACKFILL FOR PIPE ZONE BEDDING AS SPECIFIED IN SECTION 9-03.12(3) OF THE WSDOT STANDARD SPECIFICATIONS. SECTION A -A DETENTION TANK TOP = 39.0 DETENTION TANK I E = 34.0 4" DIA PERFORATED PVC PIPE 11 WITH 6" OF 1" MINUS GRAVEL 8" MIN FROM WOOD. ALL AROUND, WRAPPED IN SEE STRUCTURAL DRAWINGS NON -WOVEN GEOTEXTILE FABRIC, SLOPE AT 0.5% MIN. TURN DOWN PERFORATIONS AS SHOWN 6 DOWNSPOUT TIGHTLINE TO FINISHED GRADE CONVEYANCE SYSTEM @ 0.5% MIN. PLACE NEXT TO FOOTING DRAIN OR AS SHOWN ON _ GRADING & DRAINAGE PLAN _ (CONTRACTOR MAY LOCATE ON EITHER SIDE OF FOOTING DRAIN). NOTE PIPE MATERIAL ON 2/C3.1 \0 � ° ° O O 0 0° o OOOOO `1a O °O0 0O0 OO 00 LINE OF MAX EXCAVATION. Oo 0 ° _ IF SOIL IS OVEREXCAVATED, 0 O 00 0 REPLACE WITH LEAN MIX 0 CONCRETE 1 FOOTING AND ROOF DRAIN SECTION SCALE: NTS ,I 4 FOOTING FLOW CONTROL _ STRUCTURE 4.5 I� NON -SHRINK GROUT I PVC PIPE* 1'-O" MAX ` CONTROL DEVICE EL* ASSEMBLY TO BE COUPLING PVC PIPE REMOVABLE FROM (OPTIONAL) STUB* ;a INSIDE THE FCS PVC PIPE* - �- SET SCREW TO PREVENT ROTATION JL INVERT* ` TEE* GASKET TYP ( ) r z a / SPOOL* PVC PIPE �l ELBOW* PVC ADAPTER* W/ CROSS* o tO // DOUBLE GASKET [If AND ADHESIVE BONDED SAND FINISH ON EXTERIOR. MIN 7" LONG DRILLED ORIFICE IN PVC INSIDE CAULK SPACE BETWEEN CAP PLUG PVC ADAPTER AND PIPE STUB CONNECTION 8C CONTROL DEVICE ORIFICE DIAMETER* DETAIL A DRILLED ORIFICE CONNECTION AND 0' LADDER OR HAND HOLDS — DIA* CONTROL DEVICE POLYPROPYLENE PVC INSIDE (SEE DETAIL A) CAP PLUG* OUTLET PIPE / CINCH ANCHOR ALLOWABLE OUTLET LOCATION (180' to 315') WIRE ROPE LIP (SS) FINISHED GRADE CATCH BASIN TYPE II DEFORMED V—NOTCH WEIR AS NEEDED* f PER COE STD DTL ��((/j/ 3/8" STEEL OVERFLOW ELEV* CLMIN SD-300 a / ROD (SS OR SUPPORT (2 REQ'D) ADDITIONAL ORIFICE , + ALUMINUM) / LENGTH TO FIT AS NEEDED* --/ r INVERT* 1'-0" MIN V-6" MAX m PVC PIPE & CROSS FLOW CONTROL �j } STRUCTURE CONTROL DEVICE IN SEE DETAIL A DETENTION PIPE PIPE SUPPORT (LENGTH, DIAMETER, DETAIL B DIAMETER* MATERIAL TYPE)* FLOW CONTROL STRUCTURE SHOWN W/ TYPE 2 CATCH BASIN (DETAILS A & B SHALL APPLY TO ALL DESIGNS NOTES: WHERE A SHEAR GATE WOULD OTHERWISE APPLY) * SPECIFIC DESIGN INFORMATION AS INDICATED ON APPROVED CONSTRUCTION DRAWINGS. INVERT OF DETENTION PIPE IN STRUCTURE SHALL BE EQUAL TO OR HIGHER THAN THE INVERT OF THE OUTLET PIPE. PRIVATELY -OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY. REVISION DATE FLOW CONTROL APRIL 2017 CITY OF EDMONDS 44 STRUCTURE PUBLIC WORKS (FCS) STANDARD H DEPARTMENT DETAIL st. 18y� APPROVED BY: R. ENGLISH SD-301 CITY STANDARD DETAIL SCALE: NTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY; CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUIZ Cti4w°� wAs�j�� 5385 � ISv �1 sIONAL W 2012020 J J a a < H H m m z � � m 0 cn LI-I W W W o a 0- cl. Ol Ol O W F- Ol I_ O N 0000 c\n O �I O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 19144.20 DATE: 08/29/ 1 9 V t (n O O N D O I— 00 N 0) Q N LLI z a Q o _ z CL O Q N � O 0 0 N w SHEET: C3m2 I � 38.26 14p, / NE 1/4, SE 1/4 SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. SO\ \ \ \� 39.28 ® LANDING AR • 2% MAX ALL DIRECTIONS \S O ?6% 38.77 SO 8.84 1y38.92 38.44 0\° o O 8.96 T NCA1 38.6 39 1 39.04 N DO ES �� 39.08 6� 38.62 r�qN\ 39.06 c \ 9.06 l.65 �A OS�gAF - 39 i0 N STOP 42.0 i 39.08 844 °3�� 39.1 9.09 1 ? a o a .07 1 \ Q TOE 38.75 38.408.67 a \ TOP 42.021 // 9.39.12 39.35 �\ I / /41 Q 8\° / C 39. 3 / 39.68 39.63 39.97 I� wv a� / 40.26 \ ' /y < d 40.84 ; _ 40.08 !y /// TOP 42.0 0 40.38 40.66 � 38.58 a TOE 38. 8 a 4 .�2� a 4 40 7\�, 1 r � 37.91 \ � 40.86 gg \ 1 TOP 42.0 i� \ GRACE - 4048 ., �, �1 / a TOE 39.68 a \BREAK 41.01 T�bC 38.31 a \\ TOP 42.0 4 .0 \ a ° a 41.05 41�� // TOE 38.37 �i ^ TOC 41.26 GRADE `�38.49 � � ° � ` _ �1.41v � 4�4 417\kL BREAK i / 41 9\ TOC .66 41.75 E TRY 42.41.8 , _ � 41.99 0 \ ° 42.07 i 'wv// A a N 2°25 'ST 'O '6 \/- 42.37 / 41.96 67 TOC 42.49 42.64 a 42.10 7 ?r 42.14 3 �9C 43.6 / ENTRY 42.0 /a O a a � \ /„6i /'i % / /ice a INTERSECTION RAMP, PATIO, AND FRONT ENTRY GRADES SCALE: 1" = 10' 10 10 ]a 20 41.65 1.75 41.70 �Y\ � 4� \�//- 41.99 ` �c 42.07 \ 1 5 2.15 42.37 6Y 11 TOC 42.4 \ 1 \ � 42.64 � 42.64 a ° \ \ 42.88 43.10� l� ° 43.19 435 S ,' T , ,Z93' y 4 43.8 44.49 �QC 43.60 4343590 44.62 43.95 4 , 44.69 1 \ � \ TOC 43.85 _ , _ � � 44.12 44.75 44.69 I `1 A 4 .20 44.81 16 C5. a TYPE III I TOb44. 0 a 44.2 DRIVEWAY 44.27 y, APPROACH 43.6 a\ TO 44. P 1 43.10 a \ 44.55. 4 45 7/y 42.E 2 23\\ 41.94 -• a` a a p 45.28 T P 44.83 44.7 �� 45.32 T�E 42.0 4.9 a pp 45.40 O 45.0%a 0�' a \45.74 o a TOP 4.56 a/ 44.94 ,8 0 45.01 pg ?*�TOC 46.24 554 4. J-BOX APPROX. /tip 45• 9 5." 45.9C�° 1'-00 FROM a 45.00 5.5_ PUD J-BO FACE OF BLDG. 44.93 45'� 46.0 a 44.86 a 46.38 W/3'X3'LID 43 TOP OF VAULT FLUSH 4 .79 45 33 WITH EXISTING GRADE a 446 1 45.31 \ 44.45.26 \ �� 44.6 45.25 44.4 - - 44.5345.20 ENTRY 42.0 a �� 045.16 \ \ FACE OF J-BQ 45.13 / ON PROP LI E 45.10 45.05 TOP/BSW 44.41 13''SO, 44.98 443 TOE 42.0 / �./ 44.93 44.2� T 44.73 44.25 44.58 ALLEY APROACH-MAIN ST & PATIO GRADES 2 SCALE: 1" = 10' 1 1 1 1 a 10 0 5 10 20 NS\\ c s8 39.83 a� i 7 -: ,.58 -� 16' 3 6.3 7 C5.1 TYPE III c� DRIVF\NAY 35.70 - \ -5.53 - tiT.QC 36.03� ALLEY APPROACH-2ND AVE GRADES S SCALE: 1" = 10' 10 0 5 10 43.: 43.34 �.c3 \ 42.22 43.26 \ 41.00 .58 / *�43.17 �\ \ 41. 41.91 / Oa 42.64 ::- \ 42.20 43.05 4 .40 a / \ � �. � 43.07 1. � -=� 41 4V� 4 .51 a os • 41.2 \ 3'x3'L TOP OF VAULT 41.5 O 41.70 �� S US / EXISTING GRADE � 40 / s c \ z EASEMENT SIZE TO BE O BOIL D, TYJ 0 42.95 43 DETERMINED BY PUD 42.94 O S 42 r. I/ SECO gD xR 2�A KINET NOCKOVEROUT � p 41.98a � SS c I NT BUILDING /c p 43. S'4* 2. OS c 2.52 I SS 41.85 / \ \ 42 3 42.73 �I�S \ \ 810 2.94 5'-4"W x 9'-4"L VAU \ O '4-3,13 4 3`4 8'-0"W x 9'-0"L \ \ 7 *__� 4� TRANSFORMER PAD QZ 4 9 p � 43.76 81"W x 64"L TRANSFORMER � (EATON DIMENSIONS) 1 5' MIN TO ABOVE -GROUND I p COMPONENTS DRIVEWAY APT LOBBY ENTRANCE & TRANSFORMER LAYOUT 4 SCALE: 1" = 10' 1 1 1 1 1 a 10 0 5 10 20 i i ]a 20 APPROVED FOR CONSTRUCTION CITY OF EDM ON D DATE. BY, CITY ENOWERING DI I IOIN = <> 4m�lhll ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 5�(ONAL W 2012020 J J a a a z m>> w w L� w w w o a Iz a- rn rn o LLJ Ol I- O 0000 N m O rI O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 19144.20 DATE: 08/29/19 V) 0 0 0 N co (n vp W- Q N LLI Z H Q 0 Z C 0 Q N � ly- 0 0 0 N w SHEET: n 0 Z a 0 Z 0 V � C3m3 NE 1/4, SE 1/4 SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, 11", 1 01 EXIST FIRE HYDRANT SSMH RIM=38.59 IE (S) 8" CONC=30.94 SDMH IE (E) RIM=38.15 8" PVC=32.65 IE (S) IE (N) 12" PVC=29.45 12" PVC=29.30 Sim VALVE CLUSTER PER CITY OF EDMONDS WA-180 (2) 8" (FLxMJ) GVS (1) 8" TEE (ALL FL) (1) 8" GV (FLxMJ) 36 LF - 8" DIP (1) FIRE HYDRANT ASSEMBLY (1) 8"x6" REDUCER (1) 6" GV (FLxMJ) /e'� / " CB T- 1 D4 RIM=37.96 wy IE (N) 6" CONC.=36.66 SDMH RIM=38.38 IE (NE) 6" PVC=35.83 IE (SE) 6" PVC=35.73 B T-1 -,,,IE (SW) 6" PVC=35.38 =38.30 PVC= 36.86`� IE VC= 36.60 CB T-1 IE ( W 5.45 RIM=39.28 (NW) 6" PVC= 37.83 kk CB T-1 RIM=44.39 IE (SE) 12" PVC= 41.14 IE (NW) 12" PVC= 39.89 CB T-1 RIM=45.82 IE (SE) 12" PVC= IE (NW) 12" PVC= kk I 9 LF - 6" FIRE SERVICE TO FIRE SPRINKLER ROOM '1--1 DCDA INSIDE BLDG 45 LF - 2" DOMESTIC SERVICE W/ GV & 2" WATER METER (RPBA INSIDE BLDG) 4 c) 7 4-1 44., 's/ S I M C4.2 8" DIP FIRE LINE SIM 2 �.2 IE 8" CHANN' j '�o 8" DI SPOOL (MJ) NIL WATER AND SEWER PLAN SCALE: 1" = 20' CUT AND CAP EXISTING WATER 4 CONNCECTIONS TO BUILDING AT MAIN. P 8" DI SPOOL (MJ) < 4 DOUBLE -SIDED BLUE RAISED PAVEMENT MARKER FDC W/ 4" STORZ FITTING. THIS NEEDS TO BE UL PROPOSED ART STUDIOS BUILDING APPROVED AND HAVE A MAIN FFE: 42.0 30'DOWNTURN EXISTING 6" SS LINE LOCATED W/ SPRAY PAINT, NOT SURVEYED. PRIOR TO UTILITY CONSTRUCTION VERIFY SIZE, MATERIAL, LOCATION CONDITION & DEPTH. REPLACE SERVICE IF REQUIRED BY CITY INSPECTOR. IE: 29.0 MAX (VERIFY W/ PLUMBER) REUSE EXISTING GAS SERVICE. PLUMBING CONSULTANT TO VERIFY S E DRY UTILITIES FROM ALLEY OFF MAIN 4 (EXCEPT GAS, IN ALLEY OFF 2ND) N EW SStO' 4w, TYP PRO POSED WATER & SEWE/R/ 0 IMPROVEMENTS IN THIS AREA (2) 275 GALLON GREASE INTERCEPTORS UNDER GdRAPHITE APARTMENTS (ADJUST FOUR LIDS TO GRADE) (PERMIT #\BLD20191092 & 01, RIM: 42.25± 2 BLD201911\1�- \ sscu IE: 38.25± SSIVIH RIM=42.95 CONNECT TO MAIN iE (N)=29.35 )E: 29.0± 8" CHANNEL 20 0 10 20 40 REFER TO CHART' OF 4- HOSE CONNECTION W1 SToRZ FTTFNa CHECK (AS REO-D BY FIRE DEPT) VAL�E L6,, (TYP) PIV MAX CONNECT�DH PRE -ASSEMBLED, DOH STATE -18" MIN AS REQU RED APPROVED DOU21LE CHIECK MEGA LUC MID $PAN BY FIRE DETECTOR V; �LVE ASSEMBLY RESTRANT AND THRUST MARSHAL FLxFL TEE BLOCK AND VAULT SEAL 4TYP) SEE COE STD DTL VIA- 111 4D 7 ALL J A FLANGE D PENETRATIONS D COUPUNG SHALL BE CORE ADAPTER DRILLED 7 - - - - - - - - - - Fr - IN 3 SR2 W/TRPL REMOTE READ INTERNATIONAL POLYPROPYLENE THE TRPL SHALL BE INSTALLED ON LADDER WITH FULL UP HANDRAJL. HATCH CLOSE TO HINGE VD011BLE CONTRACTOR TO INSTALL PER MANUFACTURER RECOMMENDATIONS AND LEAF LIU (MOCIEL-L.W. COORC14ATE LOCATION WITH ENGINEER HATCH) OPENING TO BE LOCATED WITHIN 18, or INSIDE VAULT WALL `�Or? EASIER LADDER ACCIFSS NOTES: EXTERIOR PLAN M 1. ACCE55E3 BY L.W. HATCH; TYPE "U" (FID-10 PIEUESTRIAN LOAD: H-30 TRAFFIC LOAD) wiTH SIDE OUTLEI GUTTER lDRNNL 2 DCDA MUST BE TESTED BY A CERTIFIED BACKIFLOW ASSEMBLY TESTER 3 ALL TEST COCKS MUST BE PROVIDED W17H PCV PLJGS. 4-1 A CIT( APPROVED VALVE IS REQUIRED BETWEEN THE SUPPLY MAIN AND THE VAULT, 5� SEF COE GTD DTLS WA-183 AND WA-184 FOR DCDA LOCATION AND CONNECTION REQUIREMENTS. 6 AS��'IRMIEILY MOST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER By A WASHINrTON STATE CERTIFIED OCDA ASSEMBLY TESTER- REPoPT MUST BE SENT TO THE CITY OF EDMONDS WATER DIVISION. 7� SEE COE STD DTL WA-142B FOR PROFILF VFIW VAULT SIZES METER SIZE AMID TY-F APPROXIMATE EQUIPMENT DIMENSIONS MININUM INSIDE VAULT DIMENSIONS (EXCLUDES SIAMESE CONNECTION) A 8 c 0 LENGTH WIDTH HEIGHT 4 .3�4" 2'-9" l'-l' 0'-6- 4'-3- IQ'-o' S!-Q, 6 .-ul 6" 3/4' 3'-9' l'-2- 0*-8- 5'- 6' 1 l'-O" 6*-0' 6'-G" V' x 3/4" 4'-,5" 1'-4' Q'-9- 6'-4-1 12'-0- 6'-0- 6'-6" Ia., . 1- 60 Ll I a'-s- 1 14'-6- 7'-0- V-6 6' MINIMUM FROM THE FLOOR SENSUS SR2 WITH ECR/WP REMOTE READ THE ECR/WP SHALL BE INSTALLED ON AN OUTSIDE WALL FOR EASY mETEk READING INDOOR VERTICAL INSTALLATION REVISION DATE COMMERCIAL MULTI -FAMILY APRIL 2017 ��LCITY OF EDMONDS DOUBLE CHECK PUBLIC WORKS DETECTOR ASSEMBLY (PLAN) STANDARD DEPARTMENT DETAIL IAPPROVED BY-- R. ENGLISH WA- I 42A BLIND FLANGE A BLIND FLANGE CAPPED CROSS b BLIND FLANGE OR SMALLER SIZE PIPE 0 c CROS B 1!�:A WATER AND SEWER PLAN NOTES: 1. FIRE LINE SIZE TO BE CONFIRMED BY FIRE SPRINKLER DESIGNER. 2. PLUMBING CONSULTANT TO VERIFY METER & SERVICE SIZE. 3. ONE ADDITIONAL HYDRANT REQUIRED PER FIRE MARSHAL. 4. ALL THRUST BLOCKING PER 5/C4.1. 5. WATER TRENCHING PER 3/C4.2. 6. EXISTING LATERAL SHALL BE INSPECTED BY THE CITY SEWER DIVISION TO DETERMINE IF IT IS IN ACCEPTABLE CONDITION FOR REUSE. IF NOT, A NEW 6" LATERAL FROM THE MAIN TO THE PROPERTY LINE WILL BE REQUIRED. 7. CITY WILL TV SEWER MAIN PRIOR TO FINAL ACCEPTANCE. 8. UNDERGROUND WIRING REQUIREMENTS OF ECDC 18.05 SHALL BE FOLLOWED. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND. 9. TO MINIMIZE WATER OUTAGE AND/OR BYPASS EFFORTS AS WELL AS DISRUPTION TO THE PUBLIC, WATER SYSTEM IMPROVEMENTS FOR BOTH THE GRAPHITE ART STUDIO AND APARTMENTS SHALL BE COMPLETED AT THE SAME TIME. IF IT LATER DETERMINED THAT ONE OR THE OTHER STRUCTURES WILL NOT TO BE CONSTRUCTED, A PLAN REVISION WILL BE REQUIRED PRIOR TO WORK BEING COMPLETED WITHIN THE RIGHT-OF-WAY. 10. WATER SERVICES SHALL HAVE A MINIMUM OF 1.5'SEPARATION FROM ALL FITTINGS AND SERVICES. 11. ADD KNOX BOX AT LOCATION APPROVED BY FIRE MARSHAL MOUNT HYDRANT PLUMB PROVIDE 3' MINIMUM CLWANCE AROUND HYDRANT 4" STORZ AOAP77R DOUBLE SIDED BLUE ROAD lj2" EXPANSION RAISFD PAZMENT JOINT MATERIAL 18' MIN-24" VAX MARKERS 4. MIN 6' MAX ABOVE FINISHED GRACE ALIGN VALVE 130Y EARS PARALLEL W17H THE 3 3 0 � 3.5" FINISH GRADE WATER LINE IT SERVES 4 THICK ONCRETE PAD AR )UNU HYDRANT FL X MJI 6" R.W, F IRON ADJUSTA13LE I CY 1 1/2" WASHED G AJL VALVE VAL . VE BOX TEE WITH ROCK, I' MIN ABOVE ESTRAINED JOINTS F NGED FLANGED DRAIN HOLES AND MEGA -LUG OR CO ECTION CONNECTION AROUND HYDRANT TO EOLIAL FROM FOR HYDRANT BOTTOM OF DITCH UNE� HI TO VALVE: VALVE COVER TOP 10 S WITH M I 16ON R THRUST BLOCK APPROVED EOUALL 10 MIL PLASTIC UNDISTURBED EARTH BETWEEN BLOCK Se TEE I2'xl2"x4" CONC. ELK 12'02"x4" 2" MIN CONIC ELK CLEARANCE HYDRANT CONNECTIO PIPE TO BETWEEN BE DUCTILE IRON CLASS 52. BLOCKING 414Y INTERMEDIATE JOINTS TO BE AND RESTRAINED BOLTS THRUST BLOCK NOTESi 1. HYDRANT AND ALL MATERIALS TO BE IN ACCORDANCE WITH CITY CIF EDMONDS APPROVED MATERIAL MODIFICATIONS LISTINGS. 2. CONSTRUCT .3' X 3' X 3.5* THICK C014CRETE PAD AROUND HYDRANT PIPE. HYDRANTS SET IN CONCRETE REQUIRES AN EXPANSIQN STRIP AROUND HYDRANT BARREL, III, ADDITION, THE INSTALLATION OF THE WORAINT ON PRrVATE PROPERTY SHALL EQUAL OR EXCEED STANDARDS SET FORTH FOR THE INSTALLATION DF PUBLIC FIRE HYDRANTS IN THE CITY OF EDMONDS. 3. ALL HYDRANTS SHALL HAVE A 6" MECHANICAL JOINT (MJ) lEASE:. TRAFFIC MODEL PROVIDED WITH (2) 2-1/2" 140SE NOZZLES AND (1) 4-1/2- NATIONAL STANDARD THREAD �NST) PUMPER NOZZLE WITH -" STORZ QUICK COUPUING ADAPTER. 4. PUMPER PORT SHALL FACE THE STREET OR IRCACWAY FOR FIRE ENGINE ACCESS. 5. THREE F007 MINIMUM LEVEL CLEARANCE SHALL BE MAJNTAjMEC AROUND HYDRANT WHE14 PLACING LANDSCAPING. 6 FIRE HYDRANTS SHALL BE PAINTED SAFETY YELLOW BRAND: KELLY MOORE (1700-63 SUNBURST YELLOW) OR APPROVED EQUAL 7. RA13ED PAVEMENT MARKER TO BE PLACED 4" FROM PAVEMENT C/L OR POYNTED LINE ON HYDRANT SIDE OF ROAD. 8. FIRE HYDRANT LOCATION SHALL BE SHOWN ON THE PLANS AT A LOCATION APPROVED BY THE CITY ENGINEER. REVISION DATE CITY OF EDMONDS FIRE HYDRANT ASSEMBLY APRIL 2017 1 PUBLIC WORKS STANDARD DEPARTMENT D FTAI L WA- 100 r AP 7.0VEU BY: R. ENGLISH b PLUG A TEE W/ PLU c 97 BEN CITY OF EDMONDS STANDARD DETAIL_ SCALE: NTS d D 22-1/2' BEN -11-la BEN NOTES: 1. REARING ARFA OF CCINCRETE THRUST 13ASED ON 200 PSI PRESSUPE AND WE SOIL BZARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES, AND SOIL COINCITIONS. THRUST BLOCK TABLE MIN BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET MIN DIST (IN FEET) PIPE SIZE A C D E b d 4" 3 1 1 1 1 1 0.5 6' 4 4 2 1 1 1 0.5 s" 7 6 4- 1 1.3 0.7 TO- 11 10 6 3 2 1 s ag 12" IS 14 ed 5 7-7-9 -,1 16' 1 29 -7-1- 1 s ,, -a-T-- I 77, 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SCUARE FOOT BEARING AGAINST THE FITTING. 4.. THRUST BLOCK SHALL BEAR AGAINST FITTINGS AND UNDISTURBED SOIL. FITTING SHALL BE WRAPPED IN POLYETHYLENE FILM BEFORE PLACING CONCRETE. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITITSTAINE) OPERATIONAL PRESSURE UNDER ALL CONDITIONS OF SERVICE. BLOCKING NAY BE REDUCED WITH USE OF RESTRAINED JOINTS ADJACENT TO FITTNGS, 7. CONCRETE SHALL NOT CCVER FITTING BOLT AND NUTS. REVISION DATE CONCRETE THRUST JANUARY 2017 CITY OF EDMONDS BLOCKING PUBLIC WORKS STANDARD DITPARTMENT D ETAI L D BY-- R. E14OLISH WA- 150 TLZ51 COCKS PVC PLUGS J(4 REQ'D) RESILIENT SEATED fSHUTOFF VALVES (2 REQ'D) Xal GROUND/ROADWAY/FINISH GRADE PROPERTY GROUND/ROAIDWAY LINE @ I TO MAIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES MATERIAL LIST: 2- IF TAP) DOUBLE STRAP SADDLE EQUAL TO Q WHEN RIEPLACINQ 1EVII SERI RONAC STYLE 202-S EQUAL TO FORD VBB57-1 2HS - 1 1 7 7 2" BRASS IP BALL CORP PLACING NEW SERVICES CHIG14 91 TO FORD VIBH57-12HB-1177 2 - 2" BRASS STREET ELLS FOR SWING jCINT 0 METER BOX ARMORCkST 46001640peXIS. WITH ARMORCAST LID A6001947TRCI-H7 OR APPROVED COPPER TYPE K SOFT PIPE (2-) EOUAL STRAIGHT WALL POLYMER BOX (NO MOUSEHOLES) WITH 20K COVER WITH HINGED Cl 2" MIPT X CTS GRIP n7nNG READER 2" riPT X CTS GRIP FITTING 0 2" TYPE "K' HARD OCIPPER SAC< SIDE OF METER BOX SHALL BE SET AT THE SCHEDULE 40 2" PVC CAP OR PLUG REMOVED PROPERTY LINE UNLESS APPROVED BY THE CITY WHEN CONNECTION MACE TO CIJSTOmEF� ENGINEER. METER BOXES SHALL MDT BE SET IN DRINEWAY AREAS UNLESS LOCATION AND TRAFFIC RATED 0 4%4"x8" CONCRETE BLOCK SUPPORTS BOX IS APPROVED By CFlY ENGINEER. @ 2: RESILIENT WEDGE GATE VALVE (FIP x FIP) WITH 2" BRASS ST ELL AWWA OPERATING NUT 0 MI SPACER TO 13E SUPPLIED AND INSTALLED BY 2 PIECE VALVE B09 - TOP SECTION TO BE RICH THE CCNTRAC70R. SPACER MUST HAVE A MINIMUM 941J STYLE 16" W17H REGULAR BASE SECTION OF 9 - 1/4" HOLES DRILLED IN SPACER E00yr LENGTH TO FIT IF hM PROPERTY OWNER RESPONSIBLE FOR PURCHASING 1-1/2" OR 2" METER THROUGH THE CITY DEVELOPMENT WATER SERVICE TO BUILDING INSTALLED AND SERACIES DEPARTMENT THE CITY WILL SUPPLY METER CONNECTED AT METER SETFER BY AFTER PURCHASE FOR CONTRACTOR INSTALL IF 1-1/2- OWNER/CONTRAC70R VIA COMPRESSION FITTING MI S. USED CONTRACTOR WILL SUPPLY REDUCERS TO CONNECT METER. 1-1/2" & 2" REVISION DATE APRIL 2017 CITY OF EDMONDS WATER SERVICE INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DIFTAIL WA- 131 rA7PROVEU EIY� R. ENGLISH MIN 12" CLEARANCES AROUND ADEQUATE CRAVITY DRAINAGE BACKIFLOW PREVENTER - 12- MIN SYSTEM REOUIRED ' MAX W/ APPROVED AIR GAP ALL SIDES, TOP AND BOTTOM Tx CITY OF EDMONDS STANDARD DETAIL_ SCALE: NTS NOTES: SIDE VIEW 1, APPROVED REDUCED PREISSUR7 BACKFLOW ASSEMBLY TO LAY HORIZO14TAL ONLY. 2. DESIGNED FOR RACK SIPW�NI AND BACK PRESSURE. 1 THOROUGHLY FLUSH LINES PROP TO INrTALLATION OF FLACKIFLOW PRFVF"TFRL 4. DO NOT INSTALL IN AN AREA 3JErdECT TO FLOODING. 5. MUST BE ACCESSIBLE. 6. MUST BE PP07ECTED FROM rkEEZIM' CONDITIONS. 7� THE RACKFLOW ASSEMBLY SHALL BE A STATE APPROVED MODEL. 8. A PLUMBING PERMIT IS REQUIRED - PLEASE CONTACT DEVELOPMENT SERVICES DEPARTMENT. Si. MUST BE TESTED AFTER INSTA-LATION AND YEARLY THEREAFTER BY WASHINGTON STATE CERTIFIED BACKIFLOW ASSEMBLY TESTER. TEST RESULTS MUST BE SENT TO THE CITY OF EDMONDS WATER (ABOVE GROUND INSTALLATION ONLY) REWSION DATE REDUCED PRESSURE APRIL 2017 CITY OF EDMONDS BACKFLOW ASSEMBLY 2" PUBLIC WORKS AND SMALLER (RPBA) STANDARD DEPARTMENT D FTAI L sf� isq5 APPROVIEU EIY� R. ENGLISH WA- 1 60A APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE. BY, CITY ENGINEERING DIVISION IENGINeIERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 'c" GUlt TSV6 �sv �'IONAL W 2012020 < z 0 CIO Ln Ln =) Lu Lu Ln Lu Lu Lu 0 a - a) a) 0 Li r--i -. r-A ll� r14 1-1 m rl� 0 r-4 r-4 00 m 0 r-i 0 DESIGN: TAF DRAWN: ATID CHECK: ipu JOB NO: 19144.20 DATE: 08/29/19 Of (/-) V) Ld -i 0 0 3:: < 0 Z) N 0 LLJ F- 00 0 Lu V) 0) cl 0 F- F- < Z in V) LLI z (/i, m Z Ld 2: CL 0 < N 0 :2 0 cq LLl SHEET: CITY OF EDMONDS STANDARD DETAIL_ SCALE: NTS CITY OF EDMONDS STANDARD DETAIL_ SCALE: NTS CITY OF EDMONDS STANDARD DETAIL_ SCALE: NTS NE 1/4, SE 1/4 SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. 0 z m CONCRETE THRUST BLOCK PER COE STE) DTL WA-150 MJxMJ ADAPTER mi Gv �UPLINGf�MAI`Nv FLxMJ GV MJxFL -EE MJ GV [CONC 1;1111CK 37 SUPPORT 17' 7 2" SERACE TAP P p ER COE STID DIL WA- 131 4' DIP FIRE LINE MJxMJ 01 LONG BODY COUPLING WATE MAI N 94D STYLE CAST IRON VALVE BOX AND EXTENSION (TYP) CONC BRICK SUPPORT NUMBER OF BRICKS REQUIRED DEPENDS ON AMOUNT OF OVER EXCAVATION 1 NOTES: 1. BACKFILL SHALL BE PER COE STD DTIL CU-400. 2 ALL FUINGS AND PIPE JOINTS MUST BE MECHANICALLY RESTRAINED. REVISION DATE FIRE LINE APRIL 2017 CITY OF EDMONDS AND 2" DOMESTIC PUBLIC WORKS SERVICE CONNECTIONS STANDARD DEPARTMENT DETAIL cl�f� APPROV�D BY: R_ ENGLISH WA - CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 4- FIRE LINE (MIN) (DIP) SEE ENLARGED COE STD DTL WA-180 DROPERTY -INE EX WATER MAIN Z" DOMESTIC 3ERVICE (COPPER) CURB DEPTH TO MEET CLEARANCE REQUIREMENTS SEE COE STID DTL WA-142A C 0 o/ U x REMOTE READER 4 SIDEWALK j. P ROPERTY WATER METER LINE 'z 7 _7 7 7 ROW BLDG-,,,e DCD-A Pk '�/ 7SEE RIGHT NOTES (ELDcs wrrHOUT SETBACKS), I� THE RIV AND FDC SHALL BE LOCATED LOCATED ON THE EXTERIOR WALL OF THE BUILDING OR IN A LANDSCAPED AREA. AT NO TIME SHALL THE PIV OR FDC BE LOCATED 1\1 THE PUBLIC SIDEWALK. 2. THE DCDA SHALL BE LOCATED ON THE INTERIOR WALL OF IN A ROOM ADJACENT TO THE RIGHT-OF-WAY WHERE TIHIE FIRELINE TIES IN70 THE CITY MAIN. 3. THE PIV AND FDC SHALL HAVE A 3' MINIMUM CLEARANCE BETWEEN AND AROUND THEM. 4-, THE SENSLIS ECR/WP RLMOTE READER SHALL BE PLACED ON THE EXTERIOR WALL OF THE BUILDING 4' ABOVE FINISHED GRADE. 5, THE FDC SHALL BE 4" PIPE AND HAVE A 22' BEND WITH 4" STORZ ADAPTER ON THE ENC_ 6� THE WATER METER SHALL BE ILOCAJED AT THE PROPERTY LINE WHENEVER POSSIBLE LOCATION OTHER THAN THE PROPERTY LINE. SHALL BE DETERMINED BY THE CITY INSPECTOR - REVISION DATE FIRE LINE & 2" DOMESTIC JANUARY2017 CITY OF EDMONDS SERVICE: CONNECTIONS (PLAN VIEW) PUBLIC WORKS ZERO-SLTBACI< STANDARD DEPARTMENT BUSINESS/COMMERCIAIL ZONES 1) ETAI L CS If lBq�' APPROVED Q� R_ ENGLISH WA- 183 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS z :5 3 ?- IL 0. Z' 'm u < w /(IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB 5HALL BE LOCATED 10' INSIDE PROPERTY UNE & 5TAKLD. PLACE 2 x 4 -AT END OF SIDE SEWER STUB AN[> CUT TO LENGTH TO ENSURE 3 FEET EXTENDS AB(YVE GRADE. PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS, STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT. B GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT OR ABOVE FINISHED GRADE. Ld 0- fLOCKING CLEANOUT COVER PER COE STD DTL SS-200 6' LATERAL SEWER SLOPE 2% MIN TO 50% MAX 22.Y OR 45' BEND 6" TEST TEE 6- WYE/6- ROMAC SADDLE SEE NOTES 1 AND 2 POSSIBLE SEWER MAIN LOCATION 22-5' OR 45' BEND 6' TEST TEE 6' TEE POSSIBLE SEWER MAIN LOCATION NOTES: 1 . WHEN TAPPING INTO EXISTING MAIN A ROIAAC STYLE CS SADDLE SHALL BE USED. PLACEMENT OF TEE SMALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGUNE. 2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE WITH A WYE. WYE SHALL BE AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 3. IF CONNECnNG EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGRACK FFRNCO RC SERIES OR ROMAC COUPUNG SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. C BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. S. SEWER PIPE SHALL HE SDR-35 AND JOINTS SHALL BE GASKETED. 6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. REVISION DATE CITY OF EDMONDS NEW LATERAL SEWER FEBRUARY 2018 PLIDLIC WORKS STANDARD DEPARTMENT 77 DETAIL APPROVED BY� R. ENGILISH SS-202 -MAX TIRENCH- PAY WIDTH (SEE TABII.E BELOW) W FLWA LWA WA A LOA, 01 LOA, MIA FA EA - 6' MIN SEE STANDARD DETAIL E2.3 BANK RUN GRAVEL FOR TRENCH BACKIFILL (AGGREGATE GRAVEL BASE 100% PASSING 2-1/2-) PER WSDOT 9-03.19 SEE SPECIFICATIONS FOR DOMESTIC SERVICE DETAIL CLASS 52 DUCTILE IRON PIPE UNLESS SPECIFIED OTHERWISE BEDDING MATERIAL (5/8- MINUS) CRUSHED PER COE MOD 9-03.16.A.2 (SEE NOTE 2 BELOW) 1-8' MIN SEE NOTE 1- -1 NOTE: 1 MAXIMUM WIDTH OF TRENCH AT TOP PIPE 36" FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER I.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER TABLE 1: MAX. TRENCH PAY WIDTH TRENCH DEPTH MAX PAY WIDTH 1' - 4' 40" 4' - 10' 60" 10' 20' 72" 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKIFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. O.F, 'D -CITY REVISIONS STANDARD DETAIL PPROM BY DATE D. A GEBERT 7/28/05 TYPICAL WATER LINE TRENCH SECTION 4j D. GEBERT 04/02/07 DATE SCALE DWO NO. 7/24/01 NTS E4.5 R. ENGLISH 10/04/11 1 1 1 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS SPECIFICATIONS NOTES 1. 4' Plairl ehd IN 9VbLI1IeI1 2. U hil w eight - w/cornpaslia ocivera: 230 IbEL: vWcasi lmh amalm.' 34-0 lbs. (F& WaLWO � h( add 2290 lbsJ 3 � MeXlrnUhn apalradrig 1shnPehaLUr%=-c 1DCr1 F CDhll hLk3US 4. Capecitlez - LI cl u Id: 275 gal.: 0 reasle: 1,07113 1 bs. 0 47.4 gal.Y Sollcl;5:105 gal. 5- Bulli- Im Flow c-ohirol. 6- : oV � P aVILY d VE31hage Epollcad Dh s only- 7. DD riot Use fol- pr-essl.] re aPPIICaLIDhE. 8- CDVar plaos rnmerlt all DM fLII I a OCeEE TO (Rh K fCr prupel, rnalh[E31hahce. 9- Verit riot mclull Pad Uhl-aza per- local co-cle. 10- 2-rlgl heehed In 18L arid DULIEIT d Iff users am rernavable lo lrispecT/clleah pi plrl g. 11 - I h[A3gr-al air re I IeT/ An LisIphorl / Sarnpll lh� ac-ces& D IFFUS ION FLOW TEC14NOLOGY T Ing IhIel. d I-L S& 80111.2 Ih' , UmhL lh'.c lhl�cc PsIhs, clv&Illh� larr. Ihar rkjW and LMILZlhg Lhe shilru 11clUld VDIUrne DTJ-19 b3hK folr alMderit grsasa sapers9on. The callbraied crmhumgz gNaW rsdUce e1711.11leMl LJHDIJIsrics. Ths slITILl srff shIs rz The M a1h charinber WthDLI1 dl5LL1rbIhg [1-0 EMS[Irig grease or sedirineril Wet-& The lh"rml aiP mll ef/ and -siphon In Lhe LDp of 1he oudel dlrrLmar- alkmm premzure sLablUation wlLhIh iLhe Urilt dUHhg operalloh. The bo=rn cHr Lha oudel KJlrruser alows Drily eVlueh-.whoh Iz Thee DT grsese to laildt The �arIL It oari easily ba arached to any Df Lhe Lhrm oudets prry ded LO lease jDb r3lZisolpirig leyckits, ENGINEER SPECIFICATION GUIDE Schler Grsa 13aziri Tm greas e wiLemeptor madel # 012�-2!50 &mll be 1ITS1111-pe gLi4arsh[eed and ftvBde Ih USA DT searniess, M"bhsll�r- ImIded 05hA"Ohm. [hTmlmM[& shall he FU Mished ToralbuVe u4- bebw grade Ihs[efls.Tlah. IhTcruaplu almil be carUrIEd ta ASME A112.14-3 Nrpa C) ELhd C:SA B4.131.1, WiLh TIsld adjuvablis Hmr s"rR buIII& In f low minlrd, bull[ tesi caps arid Thrve GLIIISL Cptlohs, IriLarrepLor rlow rate almil beI0013 PM. 1hTervep [or girease capaulDj shall be 1�)TG lbm CzA431- zhall "cle WaDer/gaz-ughl seaJ and haVe M lrllrn[JM 115,000 Ibs_ load capadly. CEIRTIFIEDIPERFORMANCIE Or-eal Bmlh Wdroramhahl Cal gVease Iht8P08PWPs af)e lhlhd party pellcirtnahcB-bmled land listed by IAPMO lo ASME #A11Z14;3 and CEA B4.131.1 grsase iritercepiDr zLamdards and grmatly moseld Paq Lilrerneraz Tor gr4eam sepcamdori and aborage. Tillney aM oarnpilahl TD IhS Uhlruttn FIL1hkbIrP� Cbdle and 1he 1hTemallolial Plum 11lig Ccde. �90 INEL 2 Cal d 24-VO TYP t of i9le-1 & Dale[ SULLLwiaerlhe ijr*&-ed inlei .-.d UAei. dffu%: wfinspec-Aanp. RESIDENCE CLEM OUT WITH 45' BEND AND CAP z [CLFANOUT (MAX) /_ �Typ) I NOT TO EXCEED 100' BETWEEN CLEANowsl CLEANIOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR r-1 2"t r'FINIISHEID GRADE z V) Lu O_ 12' LOCKING COVER SEE NOTE 3 a- Lo -ENO OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) a- \ -WATER T1GHT CAP W ATER T1GHT OA I 4,5' R SER RISER LEVELING COLLAR SEENOTE 4 45. 45' 12" PVC SLEEVE 'E 6" RISER ISER 4' OR 6' SIDE SEWER 64 WYE AND 6. CITY STUB GEN�� TLEANOUT DETAIL I'LAND6-�Cr 46' BEN D D 4" OR 6* 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT 0 LEVELING COLLAR mm N OTES: CL 0 LLj SEE NOTE 4 CL ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETIED. 12*± 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 7RISERr 3. SEWER CILLANOUT COVER TO BE LAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED SLEEVE EQUAL. 6' E 0 END OF PIPE GRIPPER 4, LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS; P U (C 1, PLUG (CHERNE 270261 0 PP VEC OR APPROVED EQUAL) - IN ROADWAYS PER COE STID DWG GU-424 TYPICAL CLEANOUT - IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6* DEEP CONCRETE COLLAR OR 24* DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR REVISION DATE CITY OF EDMONDS DECEMBER 2017 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL 1 APPROVED BY R. ENGLISH SS-200 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS IG' GudeiA A A OudeiH 0udffLC *donal) and tolhon up 10 16'oi ELdjusmbilky Tia dtwn pdirfL for anAorl�i APPROVED FOR CONSTRUCTION CITY OF EDMONDS DAM BY, CIT'Y ENGINEERING DIVISION ENGINIEIERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI G WA run) tjt�-� 25385 Is 'YONAL 05/ 2012020 < < < z Ila CID 0 co Lu Lu - L F- 2 :E :E Lj Lu Lu a- 0- m m 0 rH < 00 r14 ro 0 01 < :5 1 1 1 DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 19144.20 DATE: 08/29/19 (10 2 C) M N D 0 co V) 0) < V) z V) 0 z 0 < N :2 0 0 0 cq Lj SHEET: Lj c) Lj 3:: Lj V) 0 Z 0:� Ld z CITY OF EDMONDS STANDARD DETAIL SCALE: NTS GREASE INTERCEPTOR DETAIL SCALE: NTS NE 1 /4, SE 1 /4 SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. Ohl / •sa CB T-1 R SITE AND STREET IMPROVEMENT PLAN NOTES: 2' WIDE DETECTABLE �� r IE (N)7696CONC.=36.66 / WARDING ENGINEERING SDMH 1. SEE C5.3 FOR TRAFFIC CONTROL. 4 VWRU �TNCATED RIM=38.38 RESTRIPE 3 250 4TH AVE. S. 1 DOMES IE (NE) 6" PVC= 3 CROSSWALK PER@) 2. PIPE BEDDING AND TRENCHING PER CITY STANDARDS, DETAIL 2/C5.2. ' SUITE 200 �� I C3.3 \ IE (SE) 6" =35.73 CITY STDS EDMONDS, WASHINGTON 98020 RESTRIPE\/ S B T38.30 "-,,IE 6" PVC=35.38 EXISTING PARKING STRIPE 3. STRIPING WILL BE APPLIED AS DIRECTED BY THE CITY OF EDMONDS. NOTE SOME STRIPING REFLECTED PHONE (425) 778 8500 CROSSWALK PER CITY a 3" P 36.80-, (APPROXIMATE, NOT SURVEYED). ON PLANS MAY BE DONE ON PROJECT ACROSS MAIN STREET PRIOR TO THIS PROJECT'S FAX (425) 778-5536 e STDS S C? IE VC= 36.60 \ RI TRESTRIPE PER CITY STDS. CONSTRUCTION. RIM=3939.28 SSMH \ SW B BULB AT '� (NW) 6" C= 37.83 4. REFER TO PUD DRAWINGS FOR UNDERGROUNDING OF EXISTING OVERHEAD LINES AND DRY UTILITY RIM=38.59 �� INTERSECTION \ INFRASTRUCTURE. THIS PLAN IS FOR CONCEPTUAL PURPOSES WITH REGARD TO DRY UTILITIES. IE (S) 8" CONC=30.94 0 !y ` CORNER. REPLICATE 3-HR PARKING EXISTING FLOWER BASKET ON POST. EXI M-G GEOMETRY \ SIGN POST TO BE PROTECTED DURING i 5. EXTENTS OF GRIND AND OVERLAY ARE CONCEPTUAL. FINAL TO BE APPROVED BY CITY INSPECTOR. SDMH i ��/ AN CURB LOCATION \ CONSTRUCTION. ART WORK TO BE NOTE SOME GRIND AND OVERLAY REFLECTED ON PLANS MAY BE DONE ON PROJECT ACROSS STREET RIM=38.15 GIVEN TO CITY OF EDMONDS PARKS PRIOR TO THIS PROJECT'S CONSTRUCTION. IE (E) 8" PVC=32.65 1 J \ DEPARTMENT WHEN REMOVED. IE (S) 12" PVC=29.45 \ CB T-1 6. ADDRESS SIGN TO BE LOCATED BY OTHERS. IE (N) 12" PVC=29.30 / o ° °° ° \ \� �q/� RIM=44.39 PROVIDE HANGING BASKET(S) PER ARCH, TYP. / I / S� ST ��2 \ IE (SE) 12" PVC= 41.14 LOCATIONS TO BE CONFIRMED BY CITY qUo \ a\p �,,T 7. IT IS PREFERRED TO HAVE 3 , BUT NOT LESS THAN 2 CALIPER STREET TREE WITH A MINIMUM OF 7' /� \ IE (NW) 12" PVC= 39.89 BRANCHING HEIGHT AT TIME OF PLANTING. ENGINEERING DIVISION (FIELD LOCATE C5. G CB T-1 DURING CONSTRUCTION) ACE STOP SIGN �o �^ / 8 ��// 1 \ \ \ j \ RIM=45.82 IE (SE) 12" PVC-- Cs GU jL 8. STREET TREES SPECIES TO BE PLANTED SHALL BE DETERMINED BY CITY PRIOR TO PLANTING. 3 x 3 ADA-COMPLIANT STREET TREE / ° IE (NW) 12" PVC= 9. THE PAINTED CENTERLINE AND PARKING WILL BE RESTRIPED, AS REQUIRED, PRIOR TO PROJECT GRATE TYP. EXACT TREE GRATE / 5 4 COMPLETION. C5. OCATIONS SHALL BE DETERMINED BY CITY INSPECTOR (SCARLET SENTINEL MAPLE OR APPROVED EQUAL) / / \ \ I \ 10. ANY WORK TO BE COMPLETED AT CURB BULB OUTS (DEMO, INSTALL, ETC.) SHALL BE COORDINATED Tn WITH CITY OF EDMONDS ENGINEERING AND PARKS DEPARTMENTS. w \� 11. PURCHASING OF STERNBERGS TO BE COORDINATED WITH THE CITY OF EDMONDS STREET LEAD, �1STEgti 3-HR PARKING SIGN. / cJ ,�� ° / ° �ti ° °•w ° �� CHUCK HIATT AT 425-275-4800. ONAL 4 EXISTING SIGNS SHOULD BE SAVED / ^� : i °/ ° e a AND REUSED ON NEW POSTS PER 12. STERNBERG LIGHT REQUIRED TO HAVE OPTIONS FOR: W 2012020 C5.2 CITY STANDARDS TYP. O ° ° ° Q ' � ° SAWCUT AND - HANGING FLOWER BASKETS ' REPLACE ° \ REMOVE PAVEMENT - STREET SIGNS a°�, SIDEWALK TO PL TYPE "A" VERTICAL GRIND AND OVERLAY AS REQUIRED ON 2ND (MAY BE / / (VARIES 9' TO 10') CURB AND GUTTER a �\ \ 13. A STERNBERG LOCATED AT THE INTERSECTION OF 2ND AND MAIN TO BE FIELD LOCATED. COMPLETED BY go @) @) ° O ° \ \ CONSTRUCTION OF PROJECT / /¢; 2 O j / ACROSS MAIN STREET FROM TYPE "A" VERTICAL PAINT CURB YELLOW / / 5 SUBJECT PROPERTY). VERIFY \Q' / ETWEEN DRIVEWAY , �� CURB AND GUTTER @) BA D PARKING LANE EXTENTS WITH CITY INSPECTOR �/ /I \ I / SAWCUT AND PIP / REMOVE PAVEMENT PROPOSED ART STUDIOS BUILDING ° MAIN FFE:42.0 ADD 8' X 87' PARKING STRIPE STERNBERG LIGI ITS q / (LOCATE PER INSPECTOR) \ / `"' /•� �� I ° PAINT CURB YELLOW IE CHAN BETWEEN DRIVEWAY AND PARKING LANE STERNBERG / �\ �'q a 3 g \ N• LIGHT (LOCATE \ ° PER INSPECTOR) I a DRIVEWAY, TYP i PROPOSED STREEtPND SIDEWALK IMPROVEMENTS SOUTH OF SITE UNDER GRAPHITE AkRTMENTS c I / (PERMIT # BLD201910�2 & I BLD20191112) I � � I / C� �o SITE AND STREET IMPROVEMENT PLAN I ASPHALT PATCH, TYP e SITE CONCRETE e PROTECT EXISTING / UTILITIES IN ALLEY DURING C NSTRUCTION ° U \ d ° 01 / a T ALLEY SHALL BE PAVED TO 15' WIDTH. REMOVE VEGETATION AS NEEDED. / PROTECT EXISTING UTILITIES IN ALLEY DURING / CONSTRUCTION p\� GRIND AND OVERLAY, TYP SSMH \ O ° RIM=42.95 IE (N)=29.35 \ ° 8" CHANNEL SCALE: 1" = 20' 20 FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2" LINE- ALL E%POSED VERTICAL EDGES SHALL BE TACKED NEATLY PER WSDOT STANDARD PG 64-22 (SEE NOTES 4 & 5) 1' SPECIFICATIONS 5-04.3(5)A APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION I I TO AVOID UNDERMINING EXISTING PAVEMENT. fxI5T1NEi -� HMA EXISTING\ MATERIAL��\��\�� CRUSHED SURFACE BA SE SE IMPORT OR NATIVE MATERIAL MCKFILL SHALL BE COMPACTED COURSE PER WSDOT SPEC 9-03.9(3) TO 95% MAXIMUM DENSITY iSEE NOTE 2) (SEE NOTE 3) TRENCH WIDTH NOTES_ 1-. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILUNG REQUIREMENTS. 2, SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTH 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 UFTS NOT FXCEFOING 6". 4. ROADWAY HMA DEPTH SHAM 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 HLIA SHALL BE INSTALLED IN MULTIPLE EDUAL 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 JVINT SEALANT OR APPROVED EQVAL. REVISION DATE CITY OF EDMONDS TYPICAL HMA AND DECEMBER 2017 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH GU - 41 0 2' MIN SAWCUT �{ 5 1/2" SEE NOTE 10 R=1/2' I R- 1. HMA 4" OR MATCH EXISTING, WHICHEVER IS GREATER 1" BATTER R-1" SEE NOTE 12 0115 /FT / J 4"-5 e' 18" STANDARD B"-5/13' MINUS CSTG I SEE NOTE 11 _I MINUS CSTC ' STANDARD TYPE 'A' CURBfGUTTER (NOT TO SCALE) �o NOTES: 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 FEEL. 5. EXPANSION JOINTS SHALL HAVE 1J2" TO 5/8' WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB SHALL BE SPRAYED xn1'FI CLEAR CURING COMPOUND OR SHALL BE COWERED AND KEPT MOIST FOR 72 HOuRS, 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION T4 EXPANSION JOINT, uNEEss bTHERwi$E DIRECTED BY CITY ENGINEER. 10, A 2-FT MINIMUM ASPHALT SAWCUT MAY BE R=9UIRED AS DETERMINER BY CITY ENGInEER. 11. CURB/GUTTER SHALL BE 16' OR AS DIRECTED BY CITY ENGINEER. 12, ALL VERTICAL EDGES SHALL BE TACKED. � CONCRETE CURB REVISION DATE OECEMBER 2017 -- CITY OF EDMONDS AND GUTTER PUBLIC WORKS STANDARD DEPARTMENT D ETAI��Lii APPROVED BY: R. ENGLISH TR-5GO 0 ri 10 20 40 10' EXPANSION DUMMY JOINT JOINT e rv' O.C. r- PLAN VIEW (NOT TO SCALE) FULL DEPTH 1/2" EXPANSION CURB/GUTTER JOINT MATERIAL SEE COE STD DTL TR-521 2% MAX 1/2" R� d � o0 oo 0.0 00 000 00 000 00 4" MIN CONCRETE (BROOM FINISH) � CRUSHED SURFACING TOP COURSE SUITABLE NATIVE MATERIAL FILL; TOP 12" COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION USING AASHTO T-180 (ABTA D1557). UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED TYPICAL CONCRETE SECTION SCALE: 1" = 1'-0" � 2" MIN 5/8' MINUS CSTC ON NATIVE BEARING SOIL ' SEE NOTE 9 SECTION NEW NOTES; (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000. 3. FlNISF SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4"- 5- $IOEW>LK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7- LID$ fDR 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- S. SUBGPAOE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY - REVISION PENSION GATE CITY OF EDMONDS ocroBER 2017 CONCRETE SIDEWALK PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs f 1.3go A��pcJLo Sr R. ENGLISH TR-531 12" THERMOPLASTIC STOP BAR •• (TYPICAL AT CONTROL INTERSECTIONS ONLY) ce a o U 4 4 U STRIPES SWILL START AND BE CENTERED ON THE ROAD CENTERUNE STRIPES SHALL ALSO 4. (Typ)� 6.5, a.c. 1' CLEAR SPACE BETWEEN STRIPE AND CURB (TYP) BE CENTERED ON LANE DELINEATORS OF MULTILANE ROADS 1' x &' THERMOPLASTIC STRIPES (TYP) �1' CLEAR SPACE BETWEEN STRIPES (T`rP) CITY ENGINEERING DIVISION * DIMENSION MAY VARY DEPENDING ON ROAD WIDTH (COORDINATE ACTUAL SPACING WIT1-I CITY REPRESENTATIVE) •' 18" STOP BAR WIDTH TO BE USED ON ANY STATE ROUTE CITY OF EDMONDS CROSSWALK DETAIL PUBLIC WOR CS DEPARTMENT s i 189,� APPROVLG Bw R. ENGLISH REVISION DATE I JANUARY 2017 STANDARD DETAIL TR-562 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS TRANSITON PANEL _ DRIVEWAY WIDTH STANDARD 1/2 FULL DEM CONCRETE 11 EXPANSION JOINT SIDEWALK TYp SEE COE STD (TYP) ) ® DTL TR-531 a w PLAHTE,Rw w f \w w '+- pIANTR W wry li �w w CONCRETE CURB Q DRIVEWAY APPROACH AND 01TTTER, SEE 3 SIDE SLOPE (TYP) DOE STD DTL FLOWLINE L'J SLOPE AS NEEDED TR-520 TO MATCH PLANTER DRIVEWAY APPROACH GRADES DRIVEWAY APPROACH WIDTH VARIESl=J 5' MIN 2' MIN 7 SAWCUT N3 2% INX � %VARIES SLOPE ROUNDING 6' CONCRETE DRIVEWAY APPROACH 2" 5/8" MINUS CSTC COMPACTED SLIBGkADE 1C NOTES SECTION A -A ( CURB AND CUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. CRY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. CONCRETE SHALL BE CLASS 3D00- 3 FINISH SHALL BE LIGHT BROOM. FULL DEPTH 2" THRU EXPAN510H JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT. MAXIMUM EXPAN5ION JOINT SPACING IS I1/CENTER TO CENTER. WHERE DRIVEWAY WIDTH IS LESS THAN 20'. EXPANSION SHALL BE PLACED AT CENTER OF DRN1'WAY. DRIVEWAY WI01N5 TO BE CONSISTENT WITH CITY STD DTL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE ADJACENT RAMPS. 6 A MINIMUM 4' RAMP TO BE INSTALLED UNLESS APPROVED OTHERWISE BY CITY ENGINEER. FULL DEPTH 1/2" EXPANSION JOINT REQUIRED BETWEEN CURB AND DRNEWAY APPROACH. MAINTAIN 112" LIP AT GUTTER ADJACENT TO DRIVEWAY APPROACH. 8 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO ODE STD DTL TR-520. 1Q 43,J ADC SWELL BE COMPACTED TO 95X MAHIIMU4 DENSITY, 11 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. REVISION DATE CITY OF EDMONDS TYPE APPROACH JANUARY 201E TYPE III PUBLIC WORKS STANDARD DEPARTMENT D FTAI I sT_ 1ago APPROVED B'i; R. ENGLISH TR-54� *DETAIL SIM NOTE: REFER TO 2/C3.3 AND 3/C3.3 FOR GRADES. FOR 5' MIN OF WIDTH, SIDEWALK CONTINUES AT GRADE RATHER THAN RAMPING DOWN AT CURB CUT. B; FOR CONSTRUCTION CITY OF EDMONDS In Lo In Li 0 J J a a z m (n Q Z a Z O O 0 N W W F- � a w Q SHEET: C5ml CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CITY OF EDMONDS STANDARD DETAIL SCALE: NTS APPROVED NE 1/4, SE 1/4 SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. C3�J C a q a 0 0 2"� O — GROUND SURFACE i 0 8" 0 N Cr 0 0 0 f ANCHOR SQUARE 2.5"x2.5' OD, 0 7 GAUGE, 24" LENGTH 'e N • •. f Z CUBIC FT CONCRETE SQUARE METAL POST NOTES: SIGN POST: (1 SIGN POST SHALL BE 2"x2" SQUARE STEEL POSTS, MINIMUM 14 GAUGE, WITH 7/16' DIE -PUNCHED KNOCKOUTS ON 1' CENTERS FULL LENGTH FOUR SIDES COMPLYING W/ ASTM SPEC A653 AND BE HOT DIPPED GALVANIZED. POST SHALL BE ROLLED CARBON SHEET STEEL AND SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A653, G90, STRUCTURAL QUALITY GRADE 50. �3 ANCHOR SHALL HAVE FOUR 7/16- DIAM. HOLES. 3' ABOVE GRADE. SHALL MEET THE REQUIREMENTS OF ASTM A500 GRADE B AND SHALL BE HOT DIPPED GALVANIZED. G) INSTALL TWO CORNER BOLTS ZUMAR TL070. �5 4"x4' WOODEN POST MAY BE USED WHEN POST IS MORE THAN 10' FROM EDGE OF TRAVEL LANE (DR APPROVED BY ENGINEER). SIGN INSTALLATION: SEE TRAFFIC STREET SIGN DETAIL TR-575 FOR GUIDANCE ON SIGN INSTALLATIONS. P'EVISION HATE SIGN POST INSTALLATION FEBRUARY 2018 CITY OF EDMONDS IN NON -SIDEWALK AREA PUBLIC WORKS STANDARD DEPARTMENT I DETAIL r77 7740VED BY R. ENGLISH T R - 5 71 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 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: I. 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 DAMETER 2- REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3- TRENCH BACKFILL SHALL NEET 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. REVISION DATE APRIL 2017 CITY OF EDMONDS TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT 1 DETAIL n S t 1890 APPROVED By R- ENGLISH G U — 40O CITY OF EDMONDS STANDARD DETAIL SCALE: NTS INSTALLATION BETWEEN CURBAN�� NOTES: 1. SIGN HEIGHT SHALL BE 7' FROM THE BOTTOM OF SIGN TO STREET OR SIDEWALK. EXCEPTIONS ONLY AS SPECIFICA STATED ON PLANS OR AS .APPROVED BY ENGINEER. 2, THE SIGN SHALL BE AT LEAST 2' BEHIND THE SIDEWALK OR THE ROADWAY- 3. ALL SINS SHALL MEET MUTCD STANDARDS, INCLUDING RETP.O-REFLECTIVITY- REVISION DATE CITY OF EDMONDS OCTOBER 2017 TRAFFIC STREET SIGNS PUBLIC WORKS STANDARD DEPARTMENT DETAIL RPpROVED 6Y: R. ENGLISH TR-575 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS NOTES: 1. TREE GRATE SHALL BE URBAN ACCESSORIES MODEL KTVA 3'x3' OR EQUIVALENT, TREE GRATE FRAME SHALL BE URBAN ACCESSORIES MODEL TYPE 'S" OR EQUIVALENT. 2, SLATS IN GRATE SHALL BE NO GREATER THAN 1 /2" IN ONE DIRECTION. ,3. HOLES (SQUARE OR ROUND), SHALL BE NO GREATER THAN 1 /2" IN DIAMETER. 4. WITH ELONGATED OPENINGS, LONG DIMENSIONS SHOULD BE PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. DECIDUOUS TREE PLANTING TREE GUARD (OPTIONAL) 3' DEPTH PEA GRAVEL TO BOTTOM OF GRATE FINISH GRADE UNIT PAIANQ 1 ADA STANDARD TREE GRATE (SEE NOTES 1-4) FINISH GRADE CONCRETE PAVEMENT MIN 18" DEPTH x MIN 6' WIDE CONCRETE SUB -SLAB ROOT BARRIER BAND, OR 18" DEPTH APPROVED ROOT BARRIER MATERIAL AT SIDE OF PLANT PR. a C] 0 0 0 3"� o a f o � , iy o D e a 0 i o < iv Be ANCHOR SQUARE 2.5"x2.5' OD L 2 CUBIC FT CONCRETE SQUARE METAL POST NOTES: SIGN POST: �1 SIGN POST SHALL BE 2"x2" SQUARE STEEL POSTS, MINIMUM 14 GAUGE, WITH 7/16' DIE -PUNCHED KNOCKOUTS ON 1' CENTERS FULL LENGTH FOUR SIDES COMPLYING W/ ASTM SPEC A653 AND BE HOT DIPPED GALVANIZED. O ANCHOR SHALL BE 2.25'x2.25" OD SQUARE STEEL, MINIMUM 14 GAUGE WITH 7/16' DIE PUNCHED KNOCKOUTS ON 1" CENTER COMPLYING WITH ASTM SPEC. A653 AND BE HOT DIPPED GALVANIZED. ANCHOR SHALL HAVE MINIMUM OF 3 HOLES .ABOVE GRADE. 3 ANCHOR SHALL HAVE TAPE INSTALLED ON BOTTOM AS WELL AS ALL SIDES TO KEEP INSIDE CLEAR OF ALL MATERIAL. 4 FOR IN -SIDEWALK INSTALLATIONS, CORE 4" DIA HOLE. ANCHOR LENGTH SHALL BE 12'. INSTALL TWO DRIVE RIVETS ZUMAR INDUSTRIES #TL3806 OR EQUIVALENT INSTALL TWO CORNER BOLTS AND NUTS ZUMAR INDUSTRIES #TL070 OR EQUIVALENT 51GN IN��ONIN��ON: SEE TRAFFIC STREET SIGN DETAIL TR-575 FOR GUIDANCE ON SIGN INSTALLATIONS. REVISION DATE CITY OF EDMONDS SIGN POST INSTALLATION FEBRUARY 2018 IN SIDEWALK AREA PUBLIC WORKS STANDARD DEPARTMENT I DETAIL APPPOVED BY R. ENGLISH TR-572 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS J 4 O 0 z Q COMPACT SUBGRADE a3. TQ 95�; (TYP) c3p FINAL GRADE BACKFILL COMPACT SPECIFIED FREE VARIES DRAINING PLANTING SOIL 6" MIN PERFORATED PIPE IN PEA GRAVEL TRENCH, WRAP WITH FILTER FABRIC. CONNECT TO STORM SYSTEM. REVISION DATE CITY OF EDMONDS TREE GRATE JANUARY 2018 STANDARD PUBLIC WORKS DEPARTMENT DPTAII T R- 5 5 1 APPROVED BY R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY, CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUIZ4 Cti4w °� T1AS� j 2 ��5385ISTEg' 'tip' SIGNAL 03/ 2012020 Ol Ol O W Ol r_ O N 0000 c\n O rI O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 19144.20 DATE: 08/29/ 1 9 V I Q N 0 o W 0 p N Ld I -/\ co Y I Q I..L Q N 0 Ld Z a V P Q p Q O Z O Lj 0:� CL ~ �5 w � O p L L a zw o N LEI V) SHEET: C502 NE / I v � � SSMH RIM=38.59 IE (S) 8" CONC=30.94 / ) SDMH RIM=38.15 / IE (E) 8" PVC=32.65 IE (S) 12" PVC=29.45 IE (N) 12" PVC=29.30 00 a a/ a� v / o 4 WORK ZONE 4 - / / / 4 ii . / 7 -S IE 8 CHAN = / / 1/4, SE 1/4 SECTION 23, TOWNSHIP CB T-1 RIM=37.96 " 4�1 IE (N) 6" CONC.=36.66 SDMH �i RIM=38.38 / IE (NE) 6" PVC=35.83 \ IE (SE) 6" PVC=35.73 B T-1 \E (SW) 6" PVC=35.38 =38.30 3" PVC= 36.80 IE SPVC= 36.60 \ CB T-1 IE (SW = 35.45 RI (NW) 6" PVC= 37.83 \ e l \ k� T WOR ONE 1 E 1 --01 . <a 11 \V o c l / V P wJ/ TRAFFIC CONTROL PLAN SCALE: 1" = 20' TRAFFIC CONTROL PLAN NOTES: 1. REFERENCE DETAIL 2 FOR TYPICAL TRAFFIC CONTROL SYMBOLS, SIGN SPACING, ETC. 2. WORK EXPECTED TO OCCUR DURING STANDARD WORK HOURS, OR AS OTHERWISE DIRECTED BY THE CITY OF EDMONDS. 3. WORK ZONES: WORK ZONE 1: MAIN STREET SIDEWALK PER DETAIL 5. DIVERT PEDESTRIANS INTO PARKING LANE. TEMPORARY ADA-ACCESSIBLE RAMP IS TO BE INSTALLED. WORK ZONE 2: 2ND AVE SIDEWALK DETOUR. MOVE PEDESTRIANS ACROSS SECOND PER DETAIL 5. MONTHS 1-23 & AS NEEDED. WORK ZONE 3: SIDEWALK CORNER CLOSURE. MOVE PEDESTRIANS PER DETAIL 3/C5.4. NEEDED FOR NEW RAMP, CURB. SEE C5.4 FOR SPECIFIC TIC PLAN FOR WORK ZONE 3. WORK ZONE 4: LANE CLOSURE FOR UTILITY WORK PER DETAIL 3. ALSO APPLIES TO OVERLAYS, ETC. REQUIRED BY CITY IN TRAVEL LANE. 4. WORK ZONES 1, 2 AND 3 WILL REQUIRE PARKING STALL AND SIDEWALK CLOSURES FOR A PERIOD OF APPROXIMATELY ONE MONTH DURING CONSTRUCTION. / CLOSE ALLEYS AS REQUIRED. / NOTIFY CITY 72 HRS MINIMUM IN ADVANCE SSMH RIM=42.95 IE (N)=29.35 8" CHANNEL A, \ Sc \ 20 27 NORTH, RANGE 3 EAST, W.M. CB T-1 RIM=44.39 IE (SE) 12" PVC= 41.14 IE (NW) 12" PVC= 39.89 CB T-1 \ RIM=45.82 \ IE (SE) 12" PVC= IE (NW) 12" PVC= I I \ 1 1 \\ I 1 40 �\ 10 20 Table 6H-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board Shadowvehicle O O Arrow board support or trailer (shown facing down) IN Sign (shown facing left) Changeable message sign or support trailer ® Surveyor Channelizing device Temporary barrier ® Crash cushion ® Temporary barrier with warning light Lal Direction of temporary traffic detour Traffic or pedestrian signal y Direction of traffic ® Truck -mounted attenuator r� Flagger ® Type 3 oarricade High-level warning device (Flag tree) Warning light - Longitudinal channelizing device Work space 111110--lb Lummaire Pavement markings that should be removed for a long-term project o Work vehicle �6 40 Figure 61-11-3. Work on the Shoulders (TA-3) S311H XX 1X3N i END H80M Mal ROAD WORK T Shouldertaper N2 (see Note 7) ■ a3aln0Hs 7 � � SHOULDE WORK WaoA+ a3DlnoHs � L IML Shoulder taper (see Note 7) " F Shculder taper (see Note 7) Table 61-1-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Distance Between Signs" A B C Urban (low speed)` 100 feet 100 feet 100 feet Urban (high speed)` 350 feet 350 feet 350 feet Rural 500 feet 500 feet 500 feet Expressway / Freeway 100of-t 1,500 feet 9 6401eet ' Speed category to be determined by highway agency " The column headings A, B, and C are the dimensions shown in Figures 611-1 through 61-1-46. The A dimension is the distance from the transitioi or pant of restriction to the first sign. The B dimension is the distance between the first and second signs. The C dimension is the distance between the second and third signs. (The first sign" is the sign in a three -sign series that is closest to the TTC zone. The "third sign"is the sign that is furthest upstream from the TTC zone.) Table 61-11-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) in feat Ws= 40 mph or less L = 60 45 mph or more L= WS where: L -taper length in feet W = width of offset in fee: S = posted speed limit, or off-peak 85th-percemble speed prior to work starting, or the anticipated operating speed in mph MUTCD TABLES SCALE: NTS J_ 1/3 L SHOULDER WORK Note: See Tables 6H-2 and 61-1-3 R for the meaning of the symbols and/or etter t ROAD WORK codes used in this figure. i - NEXT XX MILES Typical Application 3 1 MUTCD DETAIL Figure 6H-10. Lane Closure on a Two -Lane Road Using Fliaggers (TA-10) Figure 61-1-28. Sidewalk Detour or Diversion (TA-28) ROAD WORK AHEAD t (optionah t t kb SIDEWALK DETOUR SIDEWALK DIVERSION Typical Application 28 Note: See Tables 6H-2 and 61-1-3 for the meaning of the symbols and/or letter codes used in this figure. till MUTCD DETAIL = <> 4a�ohl ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 �P�IRo �IONAL W 2012020 Note: Sao Tales 6H-2 and 614-3 C a a for the meaning of tha J 8}fRIhOI58rld��OFetter _-_- -_ < co -des used in this figure. /f.::ptionQ cc cc z2>> OCIO Ln Lin =) LU LU un C) �dX11��d Ld LU LU LU °P 0 Cl- 0- a Ql a) O 5U to 1100 ft LLI\\\ 0) r- O Q f V r-1 r_l 0000 N N O r-I O i 5d to 100 rt cQ L DESIGN: TAF 3fff�M nvau� � GN3 DRAWN: ATD i L ioptional; CHECK: J P U orytLaNE JOB NO: 19144.20 xv�D �_ xxrt DATE: 08/29/19 RDM I t IRDRK 11 X1{ rT Typical APplloatlon 10 MUTCD DETAIL SCALE: NTS APPROVED FOR CONSTRUCTION ITS OF EDMONDS DATE. BY; CITY ENOWERING DIVISION V / J O OQ 0 0 N 00 LLJ V) 0) Z 0 O F �N a UO Q Z w ? /i U Q H Q 0 LL. Z O LL Z C Ix 0 0 W 0 N w SHEET: C503 SCALE: NTS SCALE: NTS NE / I / -" ADD FLAGGER OR \� UNIPGRMED POLICE 'WICER AT \ �� INTERSECTION VNqRE WORK ZONE 3 WORKS EXTENDS INTO STREET, TYP \ SSMH RIM=38.59 IE (S) 8" CONC=30.94 SDMH / RIM=38.15 IE (E) 8" PVC=32.65 �— IE (S) 12" PVC=29.45 IE (N) 12" PVC=29.30 TRAFFIC CONE TAPER FOR / eINTERSECTION SIDE CLOSURE. SIGNAGE PER TYP APPLICATION 27 / / `w I / C �o I O II � wq I a IE 8� CHAN = \ten \Ss� I PP I 3 / P \ TRAFFIC CONTROL PLAN - WORK ZONE 3 SCALE: 1" = 20' WORK ZONE 3 NOTES: 1. REFERENCE DETAIL 2/C5.3 FOR TYPICAL TRAFFIC CONTROL SYMBOLS, SIGN SPACING, ETC. 2. REFERENCE DETAILS 2 AND 3 ON THIS SHEET FOR TYPICAL SIGNAGE FOR THIS WORK ZONE. 3. WORK EXPECTED TO OCCUR DURING STANDARD WORK HOURS, OR AS OTHERWISE DIRECTED BY THE CITY OF EDMONDS. 4. WORK ZONE 3 IS A SIDEWALK CORNER CLOSURE. MOVE PEDESTRIANS PER DETAIL 3/C5.4. NEEDED FOR NEW RAMP AND CURB. 5. WORK ZONE 3 WILL REQUIRE PARKING STALL AND SIDEWALK CLOSURES FOR A PERIOD OF APPROXIMATELY ONE MONTH DURING CONSTRUCTION. 1/4, SE 1/4 SECTION 23, TOWNSHIP 27 r / /°£Frye ' (4' ee3p / J a SJ JZ ��3�sB ?g /?y je fkJ e p/l/�/] �? �o3? CB T-1 / RIM=37.96 IE (N) 6" CONC.=36.66 SDMH RIM=38.38 IE (NE) 6" PVC=35.83 \ IE (SE) 6" PVC=35.73 �B T-1 38-,,IE (SW) 6" PVC=35.38 = .30 E 3" PVC= 36.80\ E ( SPVC= 36.60 \ CB T-1 E (SW = 35.45 RIM=39.28 E (N) 6" PVC= 37.83 SO00 by \ ar ' 4 I ° \a \ w\ 20 NORTH, RANGE 3 EAST, W.M. CB T-1 RIM=44.39 IE (SE) 12" PVC= 41.14 IE (NW) 12" PVC= 39.89 CB T-1 RIM=45.82 IE (SE) 12" PVC= \ IE (NW) 12" PVC= A\ \ 0 10 20 ]a 40 NOTE: ALL WORK ZONE 3 TRAFFIC CONTROL MEASURES SHALL BE IMPLEMENTED PER THIS PLAN SHEET OR AS DIRECTED BY CITY INSPECTOR. Figure 6H-27. Closure at the Side of an Intersection (TA-27) 9tl3Htl 71a0M F arDa T fT a eY3HV OY1iN T 3N41 A z 501c 100 R ¢ f :(`optional) f C-1+13 A-1-50to100f1—I 36 L z p m 50�to a> oor 1Don a 0 m eND D WDRK i� {optional) A slao�l gvoa 6N3 B See Note 2 for flagger inlcrmation OHE LANE Note. See Tables 6H-2 and 6H-3 for the Hoao meaning of the symbols andlor letter kHEAO codes used in this figure. C i� Typical Application 27 M UTCD DETAIL SCALE: NITS Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29) Typical Application 29 MUTCD DETAIL SCALE: NTS Note, For long-term stationary work, the double yellow corner line an&or lane lines Should be removed between the crosswalk lines, See Tables 6H-2 and 6111-S for the meaning of the symbols andlor letter codes used in this figure. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY; CITY ENGINEERING DI I IOIN = (> 4M�Ihll ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI 4, of WASH f1� to 5 ER.4z 0 W 2012020 J J a a z m m O m Lnn Lo =) w w LL1 I-u w Lu o a a a CF1 a) O w��1714 I— 0) n O N m 0000 O r-I O DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 19144.20 DATE: 08/29/19 (n J I Q ~ Z W Q Q I /-� LL Q V) J Z O 0 0 Q cn 00 rn Z 0Z Lj �N� a v0 Q w Z Cn U N Q Z C 0 a LL Q Ix N:2 O 10 0 W SHEET: C5m4