Loading...
FOR REFERENCE- FIR2020-0074 PLANS 7.6.20"kTREET "01 m 0 202 0 Ar IL AL E D MU'0� N U"""' 1 WA U 0 U 2 OWNER CONSULTANTS UTILITIES MARYOLSEN ARCHITECT CIVIL ENGINEER GEOTECH/ENVIROMENTAL WATER/SEWER/STORM GAS 221 SECOND AVE N PELLETIER SCHAAR CG ENGINEERING ENGINEER CITY OF EDMONDS PUGET SOUND ENERGY EDMONDS, WA 98020 26911 98TH DR NW, SUITE B 250 4TH AVE S, SUITE 200 121 5TH AVE N PO BOX 91269 STANWOOD, WA 98292 EDMONDS, WA 98020 ZIPPER GEO ASSOCIATES EDMONDS, WA 98020 BELLEVUE, WA 360.629.5375 425.778.8500 FAX 778.5536 19023 36TH AVE W, SUITE D 425.771.0241 1.888.225.5773 CONTACT: DAVID PELLETIER CONTACT: JARED UNDERBRINK LYNNWOOD, WA 98036 425.582.9928 APPLICANT STRUCTURAL ENGINEER SURVEYOR POWER CABLE & TELEPHONE GREGG PROPERTY ASSOCIATES, LLC CG ENGINEERING TERRANE LAND SURVEYING SNOHOMISH COUNTY PUD COMCAST 206.972.4371 250 4TH AVE S, SUITE 200 10801 MAIN STREET, SUITE 102 PO BOX 1107 15815 25TH AVE W 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 27 NORTH, RANGE 3 EAST, W.M. FIRE PARCEL A, LOTS 13, 14,15 AND 16, BLOCK 1 GEPHART'S 1ST ADDITION FIRE DISTRICT ONE TO EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN 12425 MERIDIAN AVE VOLUME 5 OF PLATS, PAGE 43, RECORDS OF SNOHOMISH COUNTY, EVERETT, WA 98208 WASHINGTON. 425.551.1200 PARCEL NUMBER 00454800101300 DATUM NAVD 88 GENERAL NOTES - 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK HAUL ROUTE MATERIALS ARE REQUIRED. 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD TO SITE: 1-5 TO SR 104E PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. R ON DAYTON MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: L ON 2ND - CURRENT INTERNATIONAL BUILDING CODE (IBC) 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM R INTO SOUTH ALLEY - CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DISTANCE OF 10 FEET. - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET FROM SITE: L ONTO 2ND SOUND BASIN (CURRENT EDITION) 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS R ONTO DAYTON NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING L ONTO SR 104 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. SR 104 TO 1-5 STANDARD DETAILS, UNLESS NOTED OTHERWISE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. ALTERNATE ROUTE TO SITE DURING 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER ALLEY WORK: SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. 1-5 TO SR 104E 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN R ON DAYTON GOVERNING AUTHORITY. APPROVAL FROM THE FIRE MARSHAL. L ON 2ND R ON JAMES 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE L DOWN ALLEY DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS Revised 05.15.2017 EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE ALTERNATE ROUTE FROM SITE DURING SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING AUTHORITIES GOVERNING SAID UTILITIES. ALLEY WORK: OCCUPANCY/FINAL PROJECT APPROVAL. L ON MAIN 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. L ONTO 2ND 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. R ONTO DAYTON 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED L ONTO SR 104 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S SR 104 TO 1-5 BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED REPRESENTATIVE PRIOR TO BACKFILLING. 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 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, Truck and trailer PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S not permitted. *** THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY REPRESENTATIVE AND CITY. 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 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. UNDERGROUND UTILITIES REVISED 05.15.2017 LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 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 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT APPROVAL PRIOR TO INSTALLATION. GEOTECHNICAL REPORT. 41. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE RIGHT-OF-WAY. PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (I.E. HEAVY EQUIPMENT, STOCKPILING). 42. UNDERGROUND WIRING REQUIREMENTS OF ECDC 18.05 SHALL BE FOLLOWED. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND. 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 CONSTRUCTION SEQUENCE NOTES PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE 3. CALL FOR UTILITY LOCATES. INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATIONOUTSIDE THE CONSTRUCTION ZONE. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 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 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM 6. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. ROUGH GRADING OF SITE IS TO FOLLOW DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. ROUGH GRADING OF ADJACENT APARTMENT SITE. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE 7. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. IMPROVEMENTS INDICATED ON THESE DRAWINGS. 8. CONSTRUCT BUILDING (ANTICIPATED TO BE IN TANDEM WITH ADJACENT APARTMENT SITE) 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 9. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 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. Work =_[LS.._F_0B_NEW_C_0 a...BLDG__. Address-_ __ 0.2_ mA _ u Owner GRAPHITE ARTS Approved Date 4/20/20 BuildingOfficial CeifBl'orback 11tue I CALL BEFOREYOU DIGI BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 SHEET INDEX CIA 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 VICINITY MAP NTS = PROJECT SITE LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE - - - - ABN ABANDONED MIN MINIMUM ADJACENT PROPERTY LINE - - - - BLDG BUILDING MJ MECHANICAL JOINT CENTERLINE - - BOW BOTTOM OF WALL MON�MONUMENT CLEARING LIMITS CENTERLINE NTS NOT TO SCALE SILT FENCE X X X X CB CATCH BASIN OC ON CENTER CONTOUR LINE - - - - -100 - - -- - - - 0 CMP i CORRUGATED METAL PIPE PC POINT OF CURVATURE - FENCE -' `-' ^ ❑ CO CLEANOUT PI POINT OF INTERSECTION SANITARY SEWER LINE - - - ss - > - - SS - ----SS-SS- CONC CONST CONCRETE PIV POST INDICATOR VALVE MANHOLE © CONSTRUCTION R PROPERTY LINE STORM DRAIN MAIN STORM DRAIN PIPE ROOF DRAIN FOOTING DRAIN - - -SD- a - -SD- - - - - - - - - - - r - - - R - - - R - - - R - _ F - - - F - - - F - CP CONCRETE PIPE PT POINT OF TANGENCY CU YD�' DDCVA CUBIC YARD DOUBLE DETECTOR CHECK VALVE ASSEMBLY PVC POLYVINYL CHLORIDE PIPE -R-R F F PVI POINT OF VERTICAL INTERSECTION DI DUCTILE IRON PIPE PVMT PAVEMENT PRESSURE LINE - - P - - - P - - - P - P P DIA i DIAMETER PVT POINT OF VERTICAL TANG. CATCH BASIN (TYPE 1) CATCH BASIN (TYPE 2) CLEANOUT ❑ Q ® o DIP DUCTILE IRON PIPE R RADIUS REINFORCEMENT EA j EACH REINF EJJEEEXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE - --��-0 - �-O _ ELEV ELEVATION RET RT RETAINING RIGHT GRADE BREAK ---------- SURFACE SWALE - >- >-- >- >- EOP EDGE OF PAVEMENT EX ; EXISTING SD STORM DRAIN DRAINAGE ARROW '- FDC FIRE DEPT. CONNECTION SECT SECTION WATER LINE WATER METER - - WA- - - WA_ ® WA -WA FFE FINISHED FLOOR ELEVATION SDMH STORM DRAIN MANHOLE FH FIRE HYDRANT SIM SIMILAR FIRE HYDRANT - --7y:fl � - FL FLANGE - SQ SQUARE FDC YY i FT _ FEET/FOOT SS SANITARY SEWER PIV 0 • GV HP HT ID GATE VALVE HIGH POINT HEIGHT INSIDE DIAMETER SSMH SANITARY SEWER MANHOLE GATE VALVE - - B Z STA STATION -_-- TEE , 7-, STD STANDARD - _ 90° BEND STL STEEL THRUST BLOCKING o ♦ IE L INVERT ELEVATION LENGTH/LINE TB THRUST BLOCK CAP LJ TOC TOP OF CURB CONCRETE PAVEMENT ASPHALT PAVEMENT a LCPE LF -+LINEAL LINED CORRUGATED 1 POLYETHYLENE PIPE FOOT TOW TOP OF WALL TOP TOP ELEVATION-- -- ---- CRUSHED SURFACING :' :.q : - : ,'': :. LP ; LOW POINT TYP TYPICAL ROCKERY LT j LEFT VC VERTICAL CURVE SPOT ELEVATION -- TELEPHONE LINE - r 20.0 - - - T - - - T - - - T - f-- 20.0 - --- -T-T MAX f MAXIMUM -_-_ �MECHANICAL W/ WITH ----- --Y -- MECH MH MANHOLE WM WATER METER POWER LINE �- - - E - - - E - - - E - E E GAS LINE - G--- G - - -G- G G SIGN -- -.1- ---- n -- -ri Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. O G ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Ct GU JZ 4 M 7� W 2012020 Q Q z m m O m Ln Lnn 2 H H w w w w o o- a a. �I DESIGN: TA DR K? iCK" •B NO: � I II, 00 •LJJ -:: • SHEET: C101 EXIST FIRE HYDRANT 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 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) 9 LF 6" FIRE SERVICE TO FIRE SPRINKLER ROOM DCDA INSIDE BLDG t'3 45 LF - 2" DOMESTIC SERVICE W/ GV & 2" I( - WATER METER (RPBA INSIDE BLDG) 7 8" DIP FIRE LINE 1 8" E CHAN -`4 8" DI SPOOL (MJ) WATER AND SEWER PLAN, SCALE: 1" = 20' NE 1/4,1 SE 1/4 SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. CE3 T-1 RIM=37.96 WV IE (N) 6" CONC.=36.66 WATER AND SEWER PLAN NOTES: SDMH 1. FIRE LINE SIZE TO BE CONFIRMED BY FIRE SPRINKLER DESIGNER. RIM=38.38 Before any IE (NE) 6" PVC=35.83 4_� installation of any B T-1 IE (SE) 6" PVC=35.73 2. PLUMBING CONSULTANT TO VERIFY METER& SERVICE SIZE. water utilities sizing =38.30 --,,kE (SW) 6" PVC=35.38 3. ONE ADDITIONAL HYDRANT REQUIRED PER FIRE MARSHAL. shall be verified. PVC= 36.80 IE VC= 36.60 CB T-1 IE (SW 5.45 RIM=39.28 4. ALL THRUST BLOCKING PER 5/C4.1. (N W) 6 PVC= 37.83 5. WATER TRENCHING PER 3/C4.2. 4) 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. CB T-1 8. UNDERGROUND WIRING REQUIREMENTS OF ECDC 18.05 SHALL BE FOLLOWED. ALL UTILITY SERVICES SHALL BE INSTALLED RIM=44.39 IE (SE) 12" PVC= 41.14 UNDERGROUND. IE (NW) 12" PVC= 39.89 9. TO MINIMIZE WATER OUTAGE AND/CIR BYPASS EFFORTS AS WELL AS DISRUPTION TO THE PUBLIC, WATER SYSTEM CB T-1 RIM=45.82 IMPROVEMENTS FOR BOTH THE GRAPHITE ART STUDIO AND APARTMENTS SHALL BE COMPLETED AT THE SAME TIME. IF 8/ IT LATER DETERMINED THAT ONE OR THE OTHER STRUCTURES WILL NOT TO BE CONSTRUCTED, A PLAN REVISION WILL BE A) IE (SE) 12" PVC= REQUIRED PRIOR TO WORK BEING COMPLETED WITHIN THE RIGHT-OF-WAY. IE (NW) 12" PVC= 10. WATER SERVICES SHALL HAVE A MINIMUM OF 15SEPARATION FROM ALL FITTINGS AND SERVICES. 4 PST 11. ADD KNOX BOX AT LOCATION APPROVED BY FIRE MARSHAL DRY UTILITIES FROM ALLEY OFF MAIN (EXCEPT GAS, IN ALLEY OFF 2ND) (2) 275 GALLON GREASE INTERCEPTORS (ADJUST FOUR LIDS TO GRADE) RIM: 42., 25± r6-"� I E: 38.25± 7C4T. SSMH RIM=42.95 iE (N)=29.35 8" CHANNEL 20 REFER TO CHART 4- HOSE CONNECTION W1 STORZ FITTING CHECK (AS REO-D BY FIRE DEPT) r VALVE 6" (TYP) 18' MIN- PIV - -1 S' MAX CONNECTION Ri-ZSiMiE6. DOH STATE -18" MIN AS REQUIRED APPROVED DOUBLE CHECK MEGA L�UG MID $PAN BY FIRE DETECTOR VALVE ASSEMBLY RESTRAINT AND THRUST MARSHAL FLxFL TEE BLOCK AND VAULT SEAL SEE COE STD DTL WA- 111 L (TYP) EXTEND ALL A R OUT FLANGED PENETRATIONS AS RE RED, "U, C04JPUNG SHALL BE CORE FOR E'6Y ADAPTER DRILLED ACCESS j SENSUS SR2 W/TRPL REMOTE READ \-LANE INTERNATIONAL POLYPROPYLENE THE TRPL SHALL BE INSTALLED ON LADDER WITH PULL UP HANDRAIL. HATCH CLOSE TO HINGE �WHBLE CONTRACTOR TO INSTALL PER MANUFACTURER RECOMMENDATIONS AND LEAF LID (MODEL-L.W. COORDINATE LOCATION WITH ENGINEER. HATCHj OPENING TO BE LOCATED WITHIN 18" OF INSIDE VAULT WALL 50A MIER LADDER ACCESS NOTES: EMIOR PLAN VI I . ACCESSES BY L.W. MATCH: TYPE 'D' (HD-10 PEDESTRIAN LOAD; H-30 TRAFFIC LOAD) WITH SIDE OUTLET CUTTER DRAIN, 2. DCDA MUST BE TESTED BY A CERTIFIED BACKFLOW ASSEMBLY TESTER. 3. ALL TEST COCKS MUST BE PROVIDED WITH PCV PLUGS. 4� A CITY APPROVED VALVE IS REQUIRED BETWEEN THE SUPPLY MAIN AND THE VAUL1 S. SEE COE STD DTLS WA-183 AND WA-184 FOR DCDA LOCATION AND CONNECTION REQUIREMENTS, 6. ASSEMBLY MUST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER SY A WASHINGTON STATE CERMED OCOA ASSEMBLY TESTER, REPORT MUST BE SENT TO THE CITY OF EDMONDS WATER DIVISION. 7. SEE COE STD DTL WA-1428 FOR PROFILE VEIW. VAULT SIZES METER SIZE AND TYDE APPROXIMATE EQUIPMENT DIMENSIONS MINIMUM INSIDE VAULT DIMENSIONS (EXCLUDES StAMESE CONNECTION) 8 C D LENGTH WIDTH HEIGHT 4� x 3/4' 2'-9- V-1- 0'-6' 4'-3" W-O' 5�-O. 6" x 3/4' 3'-9* 1*-2' 0'-8" 5'-6" 11'-0" 6'-0' 6'-6" 6" x 3/4" e-5" 1'-4' 0'-9* V-4"l 12'-Q' 6'-0' 6'-6" 7-7 -177 7 o, - 11 78- 7 --- 6 I 14'-6 � - 71-0. r. 6" MINIMUM FROM THE FLOOR SENSUS SR2 WITH ECR/WP REMOTE THE ECR/WP SHALL BE INSTALLED ON AN OUTSIDE WALL FOR EASY METER READING INDOOR VERTICAL INSTAIUTION REVISION DATE COMMERCIAL MULTI -FAMILY APRIL 2017 CITY OF EDMONDS DOUBLE CHECK PUBLIC WORKS DETECTOR ASSEMBLY (PLAN) STANDARD DEPARTMENT DETAIL APPROVED BY- R. ENGLISH WA- 1 42A MOUNT HYDRANT PLUMB PROVIDE 3' MINIMUM .a CLEARANCE AROUND HYDRANT A, 4' STORZ ADAPTER DOUBLE SIDED BLUE ROAD (L 1/2- EX SION RAISED PA�EMENT JOINT MATERIAL 18" MIN-24" MAX MARKERS 4* MIN 6" M ABOVE FINISHED GRADE ALIGN VAUr= SOX EARS 3. 31, PARALLEL WITH THE Ix 15* FINISH GRADE WATER LINE IT SERVES TH CK C CR E PAD AROUND HYDRANT A r 9' FL I MJ 6' R.W. CAST IRON ADJUSTABLE 1 CY 1-1/2- WASHED '�ATE VALVE VALVE BOX TEE WITH ROCK, V MIN ABOVE RESTRAINED JOINTS FLA GED FLANGED DRAIN HOLES AND MEGA -LUG OR CO ECTION CONNECTION AROUND HYDRANT TO EOUAL FROM FOR HYDRANT BOTTOM OF DITCH UNE.. HYDRANT TO VA&VE VALVE COVER TOP AND SIDES WITH MIRAF 1'6ON OR THRUST BLOCK APPROVED EQUAL. 10 MIL PLASTIC UNDISTURBED EA BETWEEN BLOCK & TEE 12". 1 2"X4' CON( 12*x 1 2"x4" 2 .' MIN CONC SLY CLEARANCE HYDRANT CONNECTION PIPE TO BETWEEN BE DUCTILE IRON CLASS 52. BLOCKING ANY INTERMEDIATE JOINTS TO BE AND RESTRAINED BOLTS THRUST BLOCK N9M: i. HYDRANTS AND ALL MATERIALS TO BE IN ACCORDANCE WITH CITY OF EDMONDS APPMED MATERIAL MODIFICATIONS LISTINGS. 2. CONSTRUCT 3' X S X 3.5' THICK CONCRETE PAO AROUND HYDRANT PIPE, HYDRANTS SET IN CONCRETE REQUIRES AN EXPAN54ON STRIP AROUND HYDRANT BARREL, H, ADDITION, THE INSTALLATION OF THE HYDRANT ON PRIVATE PROPERTY SHALL EQUAL OR EXCEED STANDARDS SET FORTH FOR THE INSTALLATION OF PUBLIC FIRE HYDRANTS IN THE CITY OF EDMONDS, 3. ALL HYDRANTS SHALL HAVE A 6' MECHANICAL JOINT (W) BASE. TRAFFIC MODEL PROVIDED WITH (2) 2-1/2" HOSE NOZZLES AND (1) 4-1/2- NATIONAL STANDARD THREAD (NST) PUMPER NOZZLE WITH ' STORZ QUICK COUPLING ADAPTER. 4. PUMPER PORT SHALL FACE THE STREET OR ROADWAY FOR FIRE ENGINE ACCESS. S. THREE FOOT MINIMUM LEVEL CLEARANCE SHALL BE MAINTAINED AROUND HYDRANT WHEII PLACING LANDSCAPING. 6. FIRE HYDRANTS $HALL BE PAINTED SAFETY YELLOW BRAND: KELLY MOORE (1700-63 SJNBUIRST YELLOW) OR APPROVED EQUAL. 7. RAJSED PAVEMENT MARKER TO BE PLACED 4" FROM PAVEMENT C/L OR PANTED LINE ON HYDRANT SIDE OF ROAD. S. FIRE HYDRANT LOCATION SHALL BE SHOWN ON THE PLANS AT A LOCATION APPROVED BY THE CITY ENGINEER. REVISION DATE APRIL 2017 CITY OF EDMONDS FIRE HYDRANT ASSEM13LY PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA- 100 �.�F 1D.111D1.1TA1.D11D DETAIL 10 20 40 BLIND FLANCE��A BLIND FLANGE CAPPED CRO b SUND FLANGE OR SMALLER SIZE PIPE c c CRO B CAP A TEE WZ PLU c b J. 27 BEN d d D D 22-1 ZZ BEN I I - I 1A BEN NOTFL; 1. BEARING AREA OF CONCRETE THRUST BASED ON 200 PSI PRESSURE AND SAFE SOIL, BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. THRUST BLOCK TABLE MIN BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET MIN DIST (IN FEET) PIPE SIZE A 8 C D E b I d 4' 3 1 1 1 1 1 0.5 6. 4 4 2 1 1 1 0.5 81, 7 6 4 2 1 1.3 0.7 1 10- 11 10 6 3 2 1.6 0.9 12" 16 14 9 5 3 1.9 i'l 16" 1 29 25 16 8 4 - - I I 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE 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 WITHSTAND OPERATIONAL PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6� BLOCKING MAY BE REDUCED WITH USE OF RESTRAINED JOINTS ADJACENT TO FITTINGS. 7. CONCRETE SHALL NOT COVER FITTING BOLT AND NUTS. REVISION DATE CONCRETE THRUST JANUARY 2017 El"ELCITY OF EDMONDS BLOCKING WNW PUBLIC WORKS STANDARD DEPARTMENT DETAIL S�f' iscio APPROVED BY: R. ENGLISH WA- 150 TOP, VIEW TEST COCKS PVC PLUGS (4 REQ'D) RESILIENT SEATED SHUTOFF VALVES (2 REO'D) PROPERTY �AY LINE @ ........... 6 m- ' TO MAIN SHALL BE ANGLED AND NOT EXCEED 22 DEGREES MAURIAL (D UST: 2- OP TAP) DOUBLE STRAP SADDLE EQUAL TO W14EN REPUICING! COMM SMMM RCHOAC STYLE 202'S EQUAL TO FORD V6687-IZHB-II77 2" BRASS IP BALL CORP WHEN PLACIN12 NM SOMES OM EQUAL TO FORD VeH57-12HB-11177 2 - 2" SMS STREET ELLS FOR SWING JCINT 0 METER BOX ARMORCAST A600164OPCX18, WITH ARMORCAST LID A6001947TRCI-H7 OR APPROVED COPPER TYPE K SOFT PIPE (21 EQUAL STRAIGHT WALL POLYMER 13OX (NO MOUSEHOLES) WITH 2OK COVER WITH HINGED CI 2" WIPT X CIS GRIP F17TING READER 2" F1PT X CTS GRIP FITTING Q 2" TYPE 'K' HARD COPPER SAC< SIDE OF METER BOX SHALL BE SET AT THE SCHEDULE 40 2' PVC CAP OR PLUG REMOVED PROPERTY LINE UNLESS APPROVED 9Y THE CITY WHEN CONNECTION MADE TO CUSTOMER ENGNEER, METER BOXES SHALL NOT BE SET IN DRINIEWAY AREAS UNLESS LOCATION AND TRAFFIC RATED 4'.4-.8- CONCRETE BLOCK SUPPORTS BOX IS APPROVED BY CITY ENGINEER. 2- RESILIENT WEDGE GATE VME (FIP x FIP) WIN 2" BRASS ST ELL 2' AWWA OPERATING NUT (D MET� - R SPACER TO BE SUPPLIED AND INSTALLED 13Y 2 PIECE VALVE Box - TOP SECTION TO BE RICH THE CONTRACTOR. SPACER MUST HAVE A MINIMUM 940 STYLE 18" WITH REGULAR BASE SECTION OF 3 - 1/4- HOLES DRILLED IN SPACER EDDY. LENGTH TO FIT h=-- PROPERTY OWNER RESPONSIBLE FOR PURCHASING 1-1/2- OR 2- METER THROUGH THE CITY DEVELOPMENT WATER SERVICE TO BUILDING INSTALLED AND SER4CES DEPARTMENT, THE CITY WILL SUPPLY METER CONNECTED AT METER SETTER BY AFTER PURCHASE FOR CONTRACTOR INSTALL IF 1-1/2- OWNER/CONTRACTOR VIA COMPRESSION FrTTUG MET--R IS USED CONTRACTOR WILL SUPPLY REDUCERS TO CONNECT METER. MIN 12" CLEARANCES AROUND ADEQUATE C-RA%ATY DRAINAGE BACKFLOW PREVENTER - 12" MIN SYSTEM RECUIRED M ALL SIDES, TOP AND BOTTOM [-114:1,AA�X W1 APPROVED AIR GAP REVISION DATE 1-1/2" & 2" APRIL 2017 CITY OF EDMONDS WATER SERVICE PUBLIC WORKS INSTALLATION STANDARD DEPARTMENT DETAIL St, jss�' APPROVED BY! R. ENCLIS14 WA- 131 CITY OF EDMONDS STANDARD DETAIL_ SCALE: NTS NOTES: SIDE A 1, APPROVED REDUCED PRESSURE 8ACKFLOW ASSEMBLY TO LAY HORIZONTAL ONLY� 2. DESIGNED FOR SACK SIPHONA417 AND BACK PRESSURE. ,3� THOROUGHLY FLUSH LINES PROR TO INSTALLATION OF BACKFLOW PREVENTER. 4� DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. 5. MUST BE ACCESSIBLE. 6. MUST BE PROTECTED FROM FPEEZING CONDITIONS. 7. THE SACKFLOW ASSEMBLY SHALL BE A STATE APPROVED MODEL 8. A PLUMBING PERMIT IS REQUIRED - PLEASE CONTACT DEVELOPMENT SERVICES DEPARTMENT, 9. MUST BE TESTED AFTER INSTA�LATION AND YEARLY THEREAFTER BY WASHINGTON STArE CERTIFIED BACKFLOW ASSEMBLY TESTER, TEST RESULTS MUST BE SENT TO THE CITY OF EDMONDS WATER DIVISION. (ABOVE GROUND INSTALLATION ONLY) REVISION DATE �CITY REDUCED PRESSURE APRIL 2017 OF EDMONDS BACKFLOW ASSEMBLY 2" PUBLIC WORKS AND SMALLER (RPBA) STANDARD DEPARTMENT DETAIL 8 APPROVED BY- R. ENGLISH WA- I 60A APPROVED FOR CONSTRUCTION ft I Aft CITY# V`F EDMOIIIDZ� DAM 4/13/2020 OTY 000499W DIN" = C��� IENGINIEeRING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUjj 0-1 In 2W W 2012020 co co Z =) :) 0 03 Ln Ln :D LU LU V) F- Ld Uj LLj Uj n 8- cL 8- a) a) c < 00 N m CK DESIGN: TAF DRAWN: ATID CHECK: JPU JOB NO: 19144.20 DATE: 08/29/19 F--',ESLJB RECD 03.20.20 W (,() cn LLJ j 0 C) 3:: :;� 0 D N 0 Lj F- co V) LLJ V) 0 F- (n Z Lj Z V) F- -. < a cy- m Z LLI Z 0- 0 0 a 0 N LLJ n SHEET: CITY OF EDMONDS STANDARD DETAIL_ CITY OFEDMONDS STANDARD DETAIL_ CITY OF EDMONDS STANDARD DETAIL_ SCALE: NTS \Z� SCALE: NTS \��p SCALE: NTS CONCRETE THRUST BLOCK PER COE STD DTL WA-150 MjxMJ ADAPTER -\ mi GV -H __ �G MAIN)UPLIN FLxMJ GV MJxFL -EE mi GV CONO BRICK SUPPORT MAIN 3' MIN y_2" SERVICE TAP PER COE STD DTL WA- 131 4" DIP FIRE LINE WxW DI LONG BODY COUPLING r-n rWATE. MAIN 940 STYLE CAST IRON VALVE BOX AND EXTENSION (TYP) CONC BRICK SUPPORT NUMBER OF BRICKS REQUIRED DEPENDS ON AMOUNT OF OVER EXCAVATION 1vvb% NOM; 1, BACKFILL SHALL BE PER COE STD DTL GU-400. 2. ALL FITTINGS AND PIPE JOINTS MUST BE MECHANICALLY RESTRAINED, FIRE LINE CITY OF EDMONDS 11 AND 2 DOMESTIC PUBLIC WORKS SERVICE CONNECTIONS DEPARTMENT 1159k APPROVED BY! R. ENGLISH SCALE: NTS NE 1/4, SE 1/4 SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. 4" FIRE LINE (MIN) (DIP) SEE ENLARGED DROPERTY /-COE STD DTL WA-180 JNE �EX WATER MAIN 2" DOMESTIC SERVICE (COPPER) CURB DEPTH TO MEET CLEARANCE REQUIREMENTS SEE COE STD DTL WA-142A C REMOTE READER 0 . ...� %. SIDEWALK PROPERTY WATER METE R LINE ROW DCDA SEE RIGHT NOTES (&pga WrrHQUT SETBACKS 1. T14E PIV 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 14 THE PUBLIC SIDEWALK. 2, THE DCDA SHALL BE LOCATED ON THE INTERIOR WALL OF IN A ROOM ADJACENT TO THE RIGHT-OF-WAY WHERE THE FIREUNE TIES INTO THE CITY MAIN. 3. THE PIV AND FDC SHALL HAVE A 3' MINIMUM CLEARANCE BETWEEN AND AROUND THEM. 4. THE SENSUS ECR/WP REMOTE 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 2T BEND WITH 4" SMRZ ADAPTER ON THE END. 6. THE WATER METER SHALL BE LOCATED AT THE PROPERTY LINE WHENEVER POSSIBLE. LOCATION OTHER THAN THE PROPERTY LINE, SHALL BE DETERMINED BY THE CITY INSPECTOR. -MAXTRENCH - PAY WIDTH (SEE TABII.E BELOW) r IWA 111 LWA OWA 10A, LOA, FA 1 ft 6' MIN BANK RUN GRAVEL FOR TRENCH BACKFILL (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) SEE NOTE I 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" I 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD GRADATION AND ADDITIONAL. INFORMATION. SPECIFICATIONS FOR MATERIAL 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. '.y. . u - F'. FIRE LINE & DOMESTIC JANUARY 2017 c % REVISION DATE REVISION DATE .-D.-M t: APRIL 2017 CITY OF EDMONDS Sul: lobts SERVICE CONNECTIONS (PLAN VIEW) mprAm fff STANDARD DETAIL STANDARD PUBLIC WORKS ZERO -SETBACK STANDARD D. GEBERT 7/28/05 TYPICAL WATER LINE TRENCH SECTION DETAIL DEPARTMENT BUSINESS/COMMERCIAL ZONES DETAIL D. GEBERT 04/02/07 DATE SCALE DWO NO. WA- 180 APPROVED BY: R. ENGLISH WA- 183 R. ENGLISH 10/04/11 7/24/01 NTS E4.5 SCALE: NTS (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2 x 4 AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE 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. 8 GAUGE WIRE TO BE DOUBLE WRAPPED AROUND PIPE AND 2 x 4 STAKE AT OR ABOVE FINISHED GRADE. w o. LOCKING CLEANOUT COVER PER COE STD DTL SS-200 6" LATERAL SEWER SLOPE 2% MIN TO 50% MAX 22.57 OR 45! SEND 6" TEST TEE 6- WYE/6- ROMAC SADDLE SEE NOTES I AND 2 POSSIBLE SEWER MAIN LOCATION 6" TEST TEE 6* TEE POSSIBLE SEWER MAIN LOCATION 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRIN"E. 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 CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL. A CONCRETE/PVC: STRONGRACK FERNCO RC SERIES OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. 4, BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 5. SEWER PIPE SHALL BE SOR-35 AND JOINTS SHALL BE GASKETED. 6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. REVISION DATE FEBRUARY 2018 CITY OF EDMONDS NEW LATERAL SEWER PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH SS-202 SCALE: NTS S P Em %Cm' ot* I ro"m I (WI , wf% N ,:NOTES 1. 4' pialm end Ihl at/bUtlell 2.. Uliltw%alght-W./cotnpoalteocNe.N-230lbs.;Wcast IMM ccVaft 340 lbs. (FOP WalWakItit add 2929.0 ft.) AL CaPECIE188 - Liquid: 27'55 gal., Grewse: 1,076 tbs. (147.4 gBI.Y Solids: 105 gal. 5- Buill-Im Flow a-0111rol. Fat graVlEydralhage, aPPI1C91f'Or1B 0hI4f_ T- DO 110', LISS fCt- PrSSSU re ELPpliCaE10118. S. COVer Plecatnem,-, allows full assess to TAriX for proper InEdM[Eimahoa. 9-- Vem hot mclutred Uhl -esspar facal code. II&Eingtheered Inlet and DUElet diffusers -are rernovable to Inspect/clash P[Plhg. 11. Jhleghai air N HEA/ Ah U-siphon / Saloplinq acceas- DIFFLMON FLOW TECHNOLOGY larnihar FkAV and LMtVIhg. the "is liquid Volume oT the MhK for eMdetix gmass saparsulam The callbraEad apehivigs 9MBUY redLft 011.16111 UJI*bUlarm The ,10 Ushl ahtets IhE M mitt chaMbal, WfthoUE dlsLUrbIhg the eXts8hg greys Or seditnehIlayeM Ttv jmMral airrelterl antl-sipboh IM Ehe Lop of the oLn-1151 diffmar alkWs pressure sLabillZa0m M40iln'the unit: dwing operEMon.The boMfn of [he ckirleEd[ITUser WTOWI only efflwimhch Is free of ghmse to exR ft tahk. Rcan easily tsar ava&,ed to any Of the thres oulkas prW4ded to ease job SM8 f3lpihg LRYCLrtS_ ENGINEER SPECIFICATION GUIDE Schler Gmmt Basm w- grease Interrepwr modal GEk 2wYO sfmll be iffetIms gLier-ahleed and mads in USA oT searnfess, W9trftIlY-twided POOI1 MGMM. 1h1ftVEa3hWl nterapLOr at -all be conMsd zo ASME ^112.14,3 (Type Q and CSA B481.1, WlEh tWd 80stat&Z rl`.S 96h-L, biIII&IR fbW Conti-d. bULIE -11`1 kest raps slid thrs3 oUt let op0ohs. IhtetT poor f kW rate shall belOOOPM. ImarcepEorqrsasecapealty shall bal,07C. Ib-_GcVat- she fl"d9W1%t9r/gas-NhTs9d aradh*'e tnlnlrnurn'16,000[bi:-,.fcadcapedLy. CERIIFIMPERFOR'MADICE. w-ethird and IMW by 1APM0 LoASME greatly aXcaecImqUIrerTmnEstbrgtsaw seperat1W and swrsgB. ThW ars oumpffam to the Unlramn PlumbIN CoL�3 and the frilah-jallchal PlUrnbing Cbcla. PC Z 2 RESIDENCE a. re 0 ru CLEANOUT M in WITH 46 BEND AND 22 CAP CLEANOUT (MAX) (TYP) TO EXCEED 100' BETWEEN CLEANOLITS EAN L U ( E Wim %,mr- AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR & 0 2 12" LOCKING COVER NOTE 3 F12":k FINISHED GRADE 3SEE a END OF PIPER GRIPPER PLUG > cr (CHERNE 27061 OR APPROVED EQUAL) WATER TIGHT CAP �_W 111<1 VIM \_ RISER LEVEUNG COLLAR 4V SEE NOTE 4 45. 12* PVC SLEEVE 6' RISER IV OR 6" SIDE SEWER 6" WYE AND 6" CITY STUB 45' BEND 4" OR 6" 12* LOCKING COVER SIDE SEWER CLEANOUT MAIL SEE NOTE 3 61 PROE NE&ITY EaLMENT LEVELING COLLAR N=. 0- cc j SEE NOTE 4 L 2 1. SEWER PIPE SHALL BE SDR-35 AND m - Q ASPHALT SURFACE JOINTS SHALL BE GASKETED. 12** 2. PIPE SLOPE TO BE 2X MIN AND UP TO 5OX MAX, 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS I 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: PLUIG(CHERNE 270261 OR APPROVED EQUAL)STD* IN ROADWAYS PER COE SDWG GU-424 TYPICAL CLEANOUT ® IN SIDEWALK/LANDSCAPED AREAS, EITHER 24*x24'x6" DEEP CONCRETE COLLAR OR 24' DIAMETER x 6* DEEP UNDER ASEU&I OR IMMUE CONCRETE COLLAR REVISION DATE CITY OF EMAONDS SEWER DECEMBER ?017 CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. OWLISH SS-200 0 11 -I= AIR i7 d Ne-L & OUL-E 5z ­ f( 14 1�* ins bon Pon up S' 0, adjjmkifly Tiodmr, poirafb� SCALE: NTS I. giq�j 111111 0. r1w"I GUI WA ona 0-1 PE p 25385 Cs �QVAL O3/ 2012020 ii bll Iq • t. SHEET: SCALE: NTS SCALE: NTS