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APPROVED ENG STM BLD RESUB 4 BLD2021-1653+Civil_Plan+8.31.2022_4.47.33_PM+3084542NE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, APOLLO APARTMENTS 23601 HIGHWAY 99 EDMONDS, WA 98026 OWNER BLACK FISH CAPITAL 2442 MARKET ST. NW, SUITE 562 SEATTLE, WA 98107 206.552.9053 CONTACT: JOHNNY VONG GENERAL NOTES CONSULTANTS ARCHITECT CIVIL ENGINEER CHARLES MORGAN & ASSOCIATES CIS ENGINEERING 7301 BEVERLY LN 250 4TH AVE S, SUITE 200 EVERETT, WA 98203 EDMONDS, WA 98020 425.353.2888 425.778.8500 FAX 778.5536 CONTACT: CHARLES MORGAN CONTACT: JARED UNDERBRINK, PE SURVEYOR PACIFIC COAST SURVEYS, INC. P.O. BOX 13619 MILL CREEK, WA 98082 425.512.7099 FAX: 425.357.3577 CONTACT: DARREN RIDDLE 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 WESTERN WASHINGTON (2012/2014) 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. UTILITIES WATER/SEWER/STORM CITY OF EDMONDS 121 5TH AVE N EDMONDS, WA 98020 425.771.0241 907t o, SNOHOMISH COUNTY PUD 21014 63RD AVE W LYNNWOOD, WA 98036 425.783.1000 NATURAL GAS PUGET SOUND ENERGY 1140 N 94TH ST SEATTLE, WA 98103 888.225.5773 CABLE/TELEPHONE CO M CAST 20001 AURORA AVE N, SUITE B SHORELINE, WA 98133 425.620.8888 BASIS OF BEARING THE MONUMENTED CENTERLINE OF 236TH ST. S.W., AS THE BEARING OF N 88'36'51" W. DATUM NAVD 88 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 LEGAL DESCRIPTION PARCEL A: PARCEL A, CITY OF EDMONDS SHORT PLAT NO. S-23-88, RECORDED SEPTEMBER 21, 1988 UNDER RECORDING NUMBER 8809210451, BEING A PORTION OF LOTS 2,3 AND 4, BLOCK 1, FRUITLAND ACRES TO LAKE BALLINGER, ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN SNOHOMISH COUNTY, WASHINGTON. PARCEL B, CITY OF EDMONDS SHORT PLAT NO. S-23-88, RECORDED SEPTEMBER 21, 1988 UNDER RECORDING NUMBER 8809210451, BEING A PORTION OF LOTS 2, 3 AND 4, BLOCK 1, FRUITLAND ACRES TO LAKE BALLINGER, ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN SNOHOMISH COUNTY, WASHINGTON. THE SOUTH 100 FEET OF LOTS 2 AND 3, AND THAT PORTION OF THE SOUTH 100 FEET OF LOT 4, LYING EAST OF STATE HIGHWAY #1, ALL IN BLOCK 1, FRUITLAND ACRES TO LAKE BALLINGER, ACCORDING TO THE PLAT RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. HAU L ROUTE TO SITE: FROM 1-5 WEST ON WA 104 KEEP RIGHT TO STAY ON WA 104 RIGHT ON RAMP TO HWY 99 RIGHT ON 236TH ST SW RIGHT INTO SITE FROM SITE: RIGHT ON 236TH ST SW RIGHT ON 76TH ST SW LEFT ON WA 104 CONTINUE WEST TO 1-5 Approved by Fire 08/29/2022 AFM /<_/F�tterer Approved with previous comments addressed Subject to field inspection and afield approval. Separate submittal for Fire Sprinklers, Fire Alarm, DAS, Emergency power (Generator), Smoke Control system and Signage (Exiting, Fire lane markings, Riser room, FDC calculations etc.) REFERENCE DOCUMENTS: 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. Storm Drainage Report, CG Engineering 4.29.22 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. Geotechlcal Engineering Report, ZipperGeo 4.22.22 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR Stormwater Vault and Calcs, Axiom 5.5.22 APPROVAL PRIOR To INSTALLATION. City of Edmonds Highway 99 Light Pole Standard 41. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY Details TR 001- 006. 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 ON MYBUILDING PERMIT.COM OR BY EMAILING ENGINEERINGPERMITS.GOV. TWO DAY (48 HR) NOTICE IS REQUIRED. PLEASE NOTE: DISRUPTION FEES SHALL ACCRUE PER DAY FOR DRIVE LANE, PARKING, AND/OR SIDEWALK CLOSURES. 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. APPROVED BY PLANNING PRIOR to final: pedestrian, water vault, and the release of storm easement shall all be recorded 9/12/2022 .---------------------------- TEMPORARY SHORING; STORMWATER VAULT; ; SITE RETAINING WALLS ; ARE INCLUDED IN THE SEPARATE MAIN BUILDING PERMIT BLD2020-1646 . REVIEWED BY CITY OF EDMONDS BUILDING DIVISION 09/07/2022 W.M. SHEET INDEX CIA COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL PLAN C2.2 TEMPORARY EROSION CONTROL DETAILS C2.3 TEMPORARY EXCAVATION PLAN C3.1 GRADING & DRAINAGE PLAN & BASEMENT PLANS C3.2 ENLARGED GRADING & DRAINAGE PLANS & DETAILS C3.3 DRAINAGE DETAILS C3.4 STORM PROFILE C4.1 WATER & SEWER PLAN C4.2 WATER DETAILS C4.3 WATER & SEWER DETAILS C4.4 WATER & SEWER PROFILES C4.5 WATER & SEWER PROFILES C5.1 SITE & STREET IMPROVEMENT PLAN C5.2 SITE & STREET IMPROVEMENT DETAILS C5.3 SITE & STREET IMPROVEMENT DETAILS ENG - DEFERRED SUBMITTAL EXISTING FIRE HYDRANT ON HWY 99 AND PROPOSED FDC TO BE MOVED TO LANDSCAPE AREA BEHIND CURB RAMP HAUL ROUTE TO I-5 23EMSr S.Y r- -- - - - - - - - - - � I � I � � I �- - - - - - J PROJECT SITE z - o o w 239th St Sw 236tn St SW � 130rh sr sw xaax, � sw raem sr sw 4 HAIlards� f--! ,u. VICINITY MAP N TS LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE - - - - ABN ABANDONED MIN MINIMUM ADJACENT PROPERTY LINE - - - - - - BLDG BUILDING BOTTOM OF WALL MJ MECHANICALJOINT CENTERLINE BOW MON MONUMENT CLEARING LIMITS - CB CENTERLINE NTS NOT TO SCALE SILT FENCE X X X X 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 MANHOLE - -ss - - -ss - ____3.____ss-------- CONC CONCRETE PIV POST INDICATOR VALVE PROPERTY LINE ® © CONST CONSTRUCTION T STORM DRAIN MAIN - -SD- - -SD �SD�SD- CP 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 R R F F ROOF DRAIN FOOTING DRAIN - - - R - - - R - - - R - DDCVA DI PVI POINT OF VERTICAL INTERSECTION PAVEMENT - - - F - - - F - - - F - PVMT PRESSURE LINE CATCH BASIN (TYPE 1) - - - P - - - P - - - P - _P_P ■ DIA DIAMETER PVT POINT OF VERTICAL TANG. p DIP DUCTILE IRON PIPE R RADIUS CATCH BASIN (TYPE 2) 0 EA EACH REINF REINFORCEMENT CLEANOUT o ® 0 EJ ELEV EXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE ELEVATION RET RETAINING GRADE BREAK - - - - - - - - - - - - - - EOP EX EDGE OF PAVEMENT RT RIGHT STORM DRAIN SURFACE SWALE EXISTING SD DRAINAGE ARROW _ -WA -WA- FDC FIRE DEPT. CONNECTION SECT SECTION STORM DRAIN MANHOLE WATER LINE - - WA- - - WA FFE FINISHED FLOOR ELEVATION SDMH WATER METER ® FH FL FIRE HYDRANT SIM SIMILAR SQUARE FIRE HYDRANT �DX FLANGE SQ FDC 'Cr i FT FEET/FOOT SS SANITARY SEWER PIV O • GV GATE VALVE SSMH SANITARY SEWER MANHOLE GATE VALVE g Z HP HIGH POINT STA STATION STANDARD TEE IZI I_II HT HEIGHT STD 90° BEND ID IE INSIDE DIAMETER STL STEEL THRUST BLOCK THRUST BLOCKING o INVERT ELEVATION TB CAP CONCRETE PAVEMENT ASPHALT PAVEMENT - L LCPE LF LENGTH/LINE LINED CORRUGATED POLYETHYLENE PIPE TOC TOW TOP TOP OF CURB TOP OF WALL TOP ELEVATION LINEAL FOOT CRUSHED SURFACINGji LP LT LOW POINT TYP TYPICAL ROCKERY LEFT 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 7_1 CAUTION! CALL BEFORE YOU DIG! 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 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 10/04/2022 CITY ENGINEERING DIVISION O C I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Cs GUIL WAS�r l� Q, F� 25385 � 1STY i s`SIONAL 08/ 31 / 22 1 J Q J Q F___Q m m J J J J co M Q Q Q Q N J J � � � P cV) CC Q Q w--- H z W W m m m m 5 5 5 J O > > m m 2 cn cn cn va F w w D D= w w w w oC oC to Ln w = z z F- U (D (D O V) 7 7 2 = W w w w w W w w w w Q 0 0 a a 0 a a a a O O r-I r-I N N N N N N N N N N N N N N W F rl N 00 M rl 00 � Ln r--I Q N N N r-I O N N N M M N lI r\-I � � l\O 00 00 CD r-I CD r-I O O O O CD Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 RESUB Sep 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1653 � 0) Cq O0 Z 0) W 0) Q CL N 0 0 J Z J p 0 0 (1) M a- M 0 Q N W SHEET: 0 Z Q '^ V / W W 0 Ld Z 1 N LI LL W W \ / Z 0W w a U C� W C1.1 SDMH RIM=435.62 NE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. EXISTING SIGN TO BE RELOCATI ED `LINF AS PART OF THE CITY'S HIG WAY / / TEMPORARY EROSION CONTROL PLAN NOTES: 99 IMPROVEMENT PROJECT, NOT 1. BEFORE BEGINNING LAND -DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRADING, CLEARLY MARK ALL CLEARING LIMITS AND SENSITIVE AREAS. ENGINEERING NO MID THIS PROJECT SSMH RIM= 411.96' 250 4TH AVE. S., SUITE 200 / EXISTI G PEDESTRIA / J INV. 8" PVC(E)=406.71 2. ALL DISTURBED AREAS TO BE COMPOST -AMENDED PER 2014 SWMMWW BMP T5.13. EDMONDS, WASHINGTON 98020 CB RIM=412.12 INV. 8" PVC(W)=406.96' ISLAND AND SIGN TO BE GAS ( I I PHONE (425) 778-8500 IE 12" CMP E-409.42 INV. 8" PVC(S)-406.76' RE VED AS PART OF / LINE I I I IE 12" CMP)=409.42 3. SOILS MUST BE STABILIZED AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND IF NEEDED BASED ON THE WEATHER FORECAST. FAX (425) 778-5536 \ THE ITY'S HIGHWAY 99 / I I � / IMP OVEMENT PROJECT, q I \ / \ I \ �� -� 1� - 4. CONCRETE TRUCKS MUST NOT BE WASHED OUT ONTO THE GROUND, OR INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. EXCESS CONCRETE MUST / SSMH�IM=436.7� NOT THIS PROJECT L% / / \ \\�- - NOT BE DUMPED ON -SITE. I SEWER L/NE I - \- - SS / NO /D \ I 5. TEMPORARY SEDIMENT TRAPS SHALL BE INSTALLED IN ALL EXISTING CATCH BASINS ON -SITE PRIOR TO THE REMOVAL OF THE CATCH BASINS. I1 / S � �SCO RIM= 4 .16' � _ _sSIF- - - sfi - - "EX.!T•C�PdL'F" SIG-I�Gs - - � -ss - � I INSTALL TEMPORARY SEDIMENT I ( I I FOR CONSTRUCTION TRAPS IN EXISTING CATCH BASINS 6. ADDITIONAL BMPS LISTED IN THE CONSTRUCTION SWPPP SHALL BE UTILIZED AS NEEDED FOR ONSITE EROSION CONTROL. ENTRANCE LOOP WITHIN 100' DOWNSTREAM OF SITE IN THE ROW, TYP 7. SIDEWALK ALONG HIGHWAY 99 AND 236TH PROPERTY FRONTAGE SHALL REMAIN OPEN, EXCEPT AS NEEDED TO PERFORM SPECIFIC ACTIVITIES, SUCH AS , „ ' -, T�-1� C`T I S I�/ N 88'3651 W 222,p5 I � i / -7- - / � - - / - / SIDEWALK REPLACEMENT AND UTILITY CONNECTIONS. y\ EQUIPMENT/JOB / / I �INST J 'A ILIZEbVV N 1 I C RIM=415. 1I l / / C2.2 // 8. THE EXISTING SIDEWALK FRONTAGE IMPROVEMENTS SHALL BE MAINTAINED AS LONG AS POSSIBLE DURING THE COURSE OF CONSTRUCTION. / \ SHACK STAGING AREA CONSTRUCTION E AN E FOR MATERIAL I I 1 10" CMP(=�}13.2 \ �-SD SD- SDI// ;; CMP E 13.16 , 9. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY FOU D IVD CA C2'2 I I I 12 CMP(S 13.16 a �iw I BE REQUIRED DURING CONSTRUCTION. ANCHOR EM T I \ ol� INSTALL TEMPORARY SEDIMENT ST MPED "WE 0"),[BSNOPU TO "'; CUT AND CAP GU j 3 r. i AFN 840 0 87 I C2 2 / TRAPS IN EXISTING AND PROPOSED \ 0�(W) OF R R ° I �� °! I - PRELOC OWE EXISTING SEWER _ I_ 10. SEPARATE DEMO PERMIT REQUIRED FOR DEMOLITION OF STRUCTURES. 4� o� wAs L� CATCH BASINS (AS THEY ARE MADE / 883651 181. POWE POLE PER C5.1 , ty ! OPERABLE THEY SITE), TYP \ / X AT PROPERTY LINE. I sv '� - 11. OVERHEAD PRIVATE UTILITY SERVICES SERVING THE SUBJECT PROPERTY ARE TO BE REMOVED BY SNOPUD. G' / / CB M=437.09� r- 4 --- -- X- o -- IE = 407.4 (VERIFY) - I -� I " DI(NE) 4 .65 c'1'C I \ CB RIM=4 12. EXCESS CUT FILL MATERIAL SHALL BE HAULED FROM SITE BY WAY OF PROPOSED HAUL ROUTE ON C1.1. �(L I 12' Wi�--43 . f�5 I 24 j' S� � I I F I IE 12" CA �`,GI5385 B-437.61 �N - ---- --J I x WHEEL WASH NOTES: d' SDMH RIM=439.20 INSTALL HIGH VISIBILITY PLASTIC OR METAL IE " DI(NE)=433.95`SIGNAL NO MID CONSTRUCTION FENCE (DOE BMP CY ON / 1 2 DI(SW) 433.95 ° B UND 116' 1. WHEEL WASH SHALL BE USED WHEN STABILIZED CONSTRUCTION ACCESS IS NOT PREVENTING SEDIMENT FROM BEING TRACKED OFF SITE. / FENCE SHALL BE LOCATED ENTIRELY ON � I F I PRIVATE PROPERTY. ACCESS GATE AT SO, O �' : DJUST T o __ _ o WHEEL WAS AREA 08/31/22 / CONSTRUCTION ENTRANCE. � / A 981 b1 00 �i s1 RIM- 18.35 PER BMP C10 AND 2. WHEEL WASH WASTEWATER/PROCESS WATER MUST BE DISCHARGED TO A SEPARATE ON -SITE TREATMENT SYSTEM THAT PREVENTS DISCHARGE TO WATERS OF CB IM=437.1 ° _ --� 14 WHEEL WAS NOTES THE STATE, OR TO THE SANITARY SEWER WITH LOCAL SEWER DISTRICT APPROVAL. / 1 4" PVC(E) 43 .0 1 Or�45190 1002 12 FMP� )_415� I F N THIS SHE ET / 6" PVC( )= 3 .92 I EX. l . 11,3 SF C' IE P(S)-415I n COMMERICAL "d I 02 AC 6 1 I I I 3. WHEEL WASHES MAY USE CLOSED -LOOP RECIRCULATION SYSTEMS TO CONSERVE WATER USE. BUILDING I I I I 112" . / I # 23601 C ��\ / I F I 4. A MINIMUM OF 6 INCHES OF ASPHALT TREATED BASE OVER CRUSHED BASE MATERIAL OR 8 INCHES OVER A GOOD SUBGRADE IS RECOMMENDED TO PAVE THE / / ° '• INSTALL 100'x15' STABILIZED WHEEL WASH. Q J o f 6» I CONSTRUCTION J I.-- 5. Q I DEMO BUILDING, PARKING / V BOL \ TE 0 01002( I I ENTRANCE FOR SEE BMP C106 IN THE STORMWATER MANUAL FOR MORE DETAILS, MAINTENANCE, ETC. Q �_ � / I 'I \ R C�NSTRUCT j I x EQUIPMENT/VEHICLE ~ ' ° 120 J J J J LOT AND ASSOCIATED WALLS �. a DEWATERING NOTES: �m AND WALKWAYS / / O 1 a I C \ TRA C LO® I , PARKINGe IF mN QQQQ ° M 8" a 5' S WER & 20� --_ 1. DEWATERING IS NOT TO BE NECESSARY BASED ON THE GEOTECHNICAL REPORT FINDINGS. N LU Q Q w H H H H / I REMOVE EXISTING CATCH q 1 J o \ I - - _ I.- - - - BASINS WITHIN k °° ' 8" M I I I I I I c�N IEAS ENTS A 4 I STOCKPILE 2. ALL DEEP EXCAVATIONS ON THE SITE SHOULD BE SHORED, THEREBY ELIMINATING THE DANGER OF SLUFFING SLOPES. F G= / CONSTRUCTION FENCE . _ c IAND AFN 15 I - - m m m m m ' �� KEY TONE WALL \ ° X \ c I I 118'j LOCATION. KEEP z w w 0 6 I COVERED PER O > > un un un F 3. ANY OTHER TEMPORARY SLOPES SHOULD BE COVERED IN PLASTIC AND SAND BAGS AND LINED WITH HAY. w w oC w w w W I DOE BMP C123 N N W = h \ s I I 20' INGRESS, EGRESS 4. A DOUBLE LAYER OF SILT FENCE MAY BE NECESSARY ON THE DOWNSTREAM PERIMETER. Z Z a F- / �� CB RIM= 41.76 I I AND PARKING EASEMENT I 11, O (D (D O -� NO M/D I AFN 7817060189 1 \ I RI 1 F I 1I 5. IF GROUNDWATER IS ENCOUNTERED DURING CONSTRUCTION THE CONTRACTOR SHOULD PUMP THE GROUNDWATER TO A CLEAN GRAVEL/PLASTIC-LINED SUMP V) N N 2 ° NE W I / / INGRESS, GRESS I IE 1 1 FI BEFORE IT IS CONVEYED TO THE PUBLIC STORM SYSTEM. IT MAY BE NECESSARY TO INSTALL A TEMPORARY POND OR STORAGE FACILITY TO ALLOW THE W w w w w w w w w w KEYSTO l I AND PA KING \ I IE 12" AFN 7812 60189 I IE 6" 141" 11 8" I SETTLEMENT OF PARTICULATES PRIOR TO DRAINING TO THE PUBLIC STORM SYSTEM. -[f, SDMH RIM=429.65 \ I I 1 2019 SWMMWW STANDARD SWPPP NOTES: ON ON N N N N N N N / \1 CBRIM442.16 \ 8 IE6"CMPE)=426.70 I ° - IE 4" PVC N =426.95 IM 424� I °'1'c I o I o 161 � N 00 � CD 00 � � M )- � � I 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT Q N N N � o N N N m IE 12" DINE)=4 .16 / B RIM=43 .03 \ 6- I I F C) � T ° 6" IE 6" CMP(W)=426.55 6" CMP 2.54 I I I o o ROAD OR DRAINAGE DESIGN (E.G. SIZE AND LOCATION OF ROADS PIPES RESTRICTORS CHANNELS RETENTION FACILITIES UTILITIES). 0) N Ln � � � 1-0 00 00 NE)=436.88 J I IE 6" CMP(W)=426.64 I I 6" PVC)) 422 8 1 O O O O O O O W IE 6" PVC(N)=427.18 11 6" CMP I 15' STORA�• f7 1� Z EASEMENT DEMO EXISTING 2. THE IMPLEMENTATION OF THIS ESC PLAN AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING A 20020116 241 18 F Y 0 = I I I 18' I -- I CURBS, TYP OF THESE ESC BMPS IS THE RESPONSIBILITY OF THE APPLICANT UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION LANDSCAPING IS ESTABLISHED. 0Y DEMO BUILDING, PARKING LOT , ° Q Y ¢' I w PARCEL B 1 �' / 'y o o 1 1 W 146' --- --- / AND ASSOCIATED WALLS AND e� W o \ �, I 3. CLEARLY FLAG THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN IN THE FIELD PRIOR TO CONSTRUCTION. BOUNDARY LINE I I 1 / / O• / WALKWAYS '. J 8 3 I ADJUSTMENT I 14 I o 141" \\ I DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. DESIGN: TAF AFN 9810125004 I c� F \ THE FLAGGING SHALL BE MAINTAINED BY THE APPLICANT FOR THE DURATION OF CONSTRUCTION. / / I I I_I I \ I DRAWN. ATD 25 14A � 4. CONSTRUCT THE ESC BMPS SHOWN ON THIS PLAN IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, 00451900100203 I II I 1 Eq EMELECTRI L 1 ASPHALT MONITOR NTUs USING AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE CHECK: JPU 34,881 SF _bFN 7905 203 - 2 A TRANSPARENCY SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER STANDARDS. 0.80 AC I C I TUBE. ANY RUNOFF JOB NO: 20261 .20 CONCRE�E a ° °a IE 12' CMP 416.39 I N I LEAVING THE SITE 5. THE ESC BMPS SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. I IE 12' (S)-416.39 a� SHALL BE 5 NTUs OR DURING THE CONSTRUCTION PERIOD, UPGRADE THESE ESC BMPS AS NEEDED FOR UNEXPECTED STORM EVENTS DATE: 09�21 �2020 IE 1 CMP(SW�=416 o LESS. SEE SWPPP �0• / 3 SUNSET BUILDING AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DO NOT LEAVE THE SITE. I I I I I I Z SECTIOI�1(4 ?.18OR ti0 # 23607 I / I II r D I F I I MORE DETAIL 6. THE APPLICANT SHALL INSPECT THE ESC BMPS DAILY AND MAINTAIN THEM AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. I I 22" EMERGENCY 35' ELECTRICAL I I I I OVERFLOW 7. INSPECT AND MAINTAIN THE ESC BMPS ON INACTIVE SITES A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 RESU B \ / REMOVE ALL TREES EASEM�n��R0295 i I 16" I SPILLWAY HOURS FOLLOWING A MAJOR STORM EVENT (I.E. A 24-HOUR STORM EVENT WITH A 10-YR OR GREATER RECURRENCE INTERVAL). M=44 .46�� \ / I IMPACTED BY I 1 C'��e F - Sep 01 2022 / 2" v I ® I CONSTRUCTION WITHIN 6 34' x 34' SEDIMENT TRAP, I / I I o 7 8. AT NO TIME SHALL THE SEDIMENT EXCEED 60-PERCENT OF THE SUMP DEPTH OR HAVE LESS THAN 6-INCHES OF CITY OFEDMORVI I CONSTRUCTION FENCE, TYP AFTER DETENTION VAULT C2.2 CLEARANCE FROM THE SEDIMENT SURFACE TO THE INVERT OF THE LOWEST PIPE. ALL CATCH BASINS AND CONVEYANCE DEVELOPMENTSERVIrGc q I 10„ C2'2 I I \ LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. DEPARTMENT \\ / ONCR ET CURB INSTALLATION VAULT MAY BE I ° ' . 0 L I� I I I 10 USED INSTEAD M I I 9. INSTALL STABILIZED CONSTRUCTION ENTRANCES AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION BLD2021-16U_ /. I ... I 30" � / F 11 \ \ OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. F- / / � I EXISTING WATER SERVICE � � � � I TO BE DISCONNECTED --------- -- - 7 AFTER METER, INSTALL AVB - / SM\ WITH HOSE BIB AT METER \ I / H ,RIM=417.45 jl;,, . 8".PVC(N)=410.D5 x NOTE: $59,200 FEES IN LIEU DUE FOR EXISTING ALL EXPOSED SURFACES TO 0 SNOPUD TO I I / // !' ... / 8" -PVC(S)=4.12.35 CAPPED.: _ 1 I TREE REMOVAL PER ECDC 23.10.080 BE COVERED WITHIN 2 DAYS U / q REMOVE EXISTING 4 8" PVC(SW)=412:35 GAPPED : • 1 POWER POLE AND I 1 1 :: Y. y. ..; . f. I M CLUSTER OVERHEAD \ / I I / . / J 7 \ POWER LINES / I ✓ >� I I I �I / I /.... : • . :./f : . 10' SANITARY SEWER >1 / a I I I /'' .: &. -UTILITY -EASEMENT PAR \ I�EL C I / AFN '2002011602�F2': I ' Public ewer easement to be relinquished CITY OFI EDM NDS and swer main to be abandoned. LAWN I S-13-8 10 15' 'STORM *WATERI / l AFN 81§092110451 / l l ::l "'. .. EASEMENT / // / 1.. I BOL / / i / U p04519001(�0202 / l l •GRAV!•EL . I I I I I i INTERCEPTOR SWALE W/ ROCK / 447.56\ ° Q�Q / / �' - - - CHECK DAMS @ 50' OC /l I �0.706A�F : // F LOT 5 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY O UTILITIES MAY REQUIRE A SEPERATE PERMIT. N co O Z IN- 0) N Q Z 0) 00 W J W 01 S)=44 / / C2.2 C2.2 28 / I / / : , >• : ' 112 ~�Q �O PROTECT .•' S / / / / OFFSI.TE TREE I I Q 445.15 / / l l \ . . PROTECT I 444.2 / TO REMAIN III APPROVED DP 9/13/22 C Q OFFSITE TREE , / l /l ..�/10.' SANITARY •SEWER J I I M CLUSTER - N W 1 BOL I I TO REMAIN i / / / \ d . i i / ` . • .' & UTIL'ITY' E4SEMEIVT : I 1 l f �t? \ • ° \ I 1 INSTALL FILTER / l l AFN 20020:11.60242 II x � r 0 O 0 i 10 S ORM WATER' ESM'T.. / A N •200201160'241:.' ... O Z FABR$WCNE i / �..: / � � I ---- --- - \ X '8"x5 1 O w 4. ..�... a. _ - - _X_ x u V _� ., l . Mao" I W Z Cti a � hYUNU KLbAK GAF / - - �w"v�/ V, ,� n yNREADABLE AT CORN E \ \\ \ 1 z /' N 88'3T03" W' 331.0T x X X: F / U / FOUND R BAR NO LAP ° a / / 32" (- - - - - - I 0.2'(N) F LINE. 15' UTILITY MAI TENCANCE I l i' 7 / CHAIN LINK FENCE I - WOOD F NCE END D.1'(S). I EASEMENT (NOT IN RECORD) I TRACT 998 i 1.0'(S) OF SET CORNER. C CHAIN FINK FENCE/ START 0 170 OF PROPERTY LINE i / I LOT 7 /7 / 30' INORFSS R FORPQ I QI AT (1Q TEMPORARY EROSION CONTROL AND DEMO PLAN 1 SCALE: 1" = 20' 20 0 10 20 40 1"' ~ V 10/04/2022 CITY ENGINEERING DIVISION Lj_ M ID Z Q N W Q SHEET: C2ml NE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. O C I 2' x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL 8' I FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS 1 WIRE MESH FENCE o TO SUPPORT FILTER w FABRIC lei NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN REVISI:NDA: CITY OF EDMONDS FILTER FABRIC FENCE JANUA FILTRATION SYSTEMS PUBLIC WORKS STANDAR❑ DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R— 9 0 0 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS GRASS OR ROCK LEVEL BOTTOM _ III"'li�1 \III —III 1 2 II III I I III— NOTE: 2' MIN ROCK CHECK DAMS TO BE PLACED AT 50' OC ALONG LENGTH OF INTERCEPTOR DITCH. SEE DETAIL 5 ON THIS SHEET INTERCEPTOR SWALE SCALE: 1/2" = V-0" _LS A TH IN ❑E FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. (2 ATB DRfVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SfTE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS' < 1/4 ACRE 30 [ 1 ACRE 50 [ 3 ACRE 100 3 ACRE 1O0 • PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN _ REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 4 4 ENTRANCE PUBLIC WORKS STANDAR❑ DEPARTMENT DETAIL APPRI�VECJ EY R. ENGLISH ER-901 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS B SECTION A -A A SECTION B-B ROCK CHECK DAM SCALE: NTS `"' T^ All ^" A RRY SPALLS "Y SPALLS CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (TYP) Vn,V, —SIN NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL, 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS F�;7d^D F.Y- R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS EMERGENCY SPILLWAY RIPRAP OVER FILTER r Ann 1/" rf.ITl nr I rkl/" l I DAM (BERM) PLAN SEDIMENT TRAP EARTH BERM SCALE: NTS l,/ OVERFI WATER REVISION DATE JANUARY 2018 STANDARD DETAIL ER--902 NOTES: DE OF SEDIMENTATION TRAP MAY VARY TO FIT DRAINAGE AREA AND TERRAIN. MODIFY AS NECESSARY TO ENSURE SATISFACTORY TRAPPING OF SEDIMENT. ,ID IN DETERMINING SEDIMENT DEPTH, ALL TRAPS SHALL HAVE A STAFF GAUGE WITH A PROMINENT MARK ONE FOOT ABOVE THE BOTTOM OF THE TRAP. TRACTOR SHALL RESTORE THE TRAP BACK TO ORIGINAL DEPTH AND SIZE WHEN THE SEDIMENT REACHES THIS LEVEL. USE ON SITES LESS THAN 3 ACRES IN SIZE. MAY BE BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION. WATER LEVEL DURING 2' MIN 2" DEPRESSION FOR `ORIGINAL GRADE / STORM 1' MIN TOP OF BERM EMERGENCY SPILLWAY I 2,+ 1 --� MAX - — II Q1 � Q1 3 MAXEVEL LBOTTOM TH 2'± EMERGENCY OVERFLOW WATER SURFACE DEPTH= 3.5'-5' DEPTH CB 6.0' 16" DEEP I 1 ROCK LINING WEIR SECTION FOR EMERGENCY OVERFLOW SPILLWAY 3 1 p CD Z�0 CONNECT TO CITY STORM DRAIN SYSTEM PROFILE APPROVED FOR CONSTRUCTION CITY OF EDMONDS 10/04/2022 CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Cs GUIL WAs�r l� AO 25385 1 STEg 1 �`SIONAL 081 W 22 1 J Q J Q Q co m J J J J m Q Q Q Q N J J D V) CC Q Q w--- z w w co co co co m m J O > > m m 2 cn cn cn va F w w D= w w w w a- oC oC cn to w C� c0 V) N N c C� W w w w w w w w w w O O r-I r-I N N N N N N N N N N N N N N r-I N 00 0) r-I 00 lz:3- Ifs r-I Q N N N r-I O N N N fY i 0) N Ln r-I lz:3- lz:3- 1_0 00 00 CD r-I CD r-I O O O O O Y (Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 RESUB Sep 01 2022 CITY OF EDMONDS ' DEVELOPMENT SERVICr`� DEPARTMENT O BLD2021-16U_ Z O U Z O V O II _a) N W 00 W Q Q Q = N LL V O 0 J J _ Z p to O :m O CL M o L�J W W a Q N W 0 W SHEET: C2_2 SCALE: NTS NE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. WATER L SDMH RIM=435.62 INF / / TEMPORARY EXCAVATION PLAN NOTES: / 1. TOP AND TOE REFER TO FINISHED GRADE AT TOP AND BOTTOM, RESPECTIVELY, OF THE TEMPORARY SOIL NAIL WALL. SEE GEOTECH FOR WALL DESIGN. NO MI _ ❑ / GAS LINEmw - SSMHIIM=436.74 \ / / SEWER L/NE \ / I � NO /D SS I\ / S \ \ / �% \I #SCO RIM= 4 .16' SS _ - IF- - - - st - - - -ISS - - - SS - - -} - SS - I / J I I FOUND 2" BRA DISK \�\�_ I I FLUSH VISITED WITH PA EMENT. 23� S. W I N 88'3651 " W 222.05' II // q` I I \ I N I I C RIM=415.91 L I I I 1 10" CMP(N)=�} 13.26 \ \SD i I CMPE13.16 D -SD--Zl / "= � �� , I I I 1 12 CMP(S = 13.16 W _ I wI FOU REBAR IVD CA 1:1 TEMPORARY SLOPE CUT I 1 \ o� ST MPED WE� 2 0" r , / Ln/ I / I I Ali / \ 0�1 '(W) OF K R I L^ �_ N 88'3651 "I 181.43' I I ; \ I / X - - - - - - - - 43 X -- �-- I / CBJM=437�0 � �� X - - - - - / IE 2" DI(NE)#465 I \ \ ❑ / 1 12" DI(SW -43 .f65 TOP 436.0 I I / TOE 420.25 � I I SDMH RIM=439.20 / / 8=437.61 \\ �� I I Ix MOVE STOCKPILE LOCATION IE DI(NE)-4 NO MID �( / / 1 2" DI(SW)�433.95 / / / to AS NEEDED THROUGHOUT CONSTRUCTION TOP 438.0 I � TOE 420.25-- / MAINTAIN WHEEL WASH AND CONSTRUCTION ENTRANCE AS LONG AS - - - POSSIBLE. REDUCE AREAS TOP 438.0 % I - IN USE AS CONSTRUCTION TOE 420.25/ II I i I \\ o Ix PROGRESSES UNTIL FULL REMOVAL IS REQUIRED 44 CB RIM= 41.7 I \ I I 1 NO M/D \ TOP 439.0 I I I \ \ I I t o o I / TOE 420.25 CB RIM 442.16 v IE 12" DINE)=4 .16 OUTLINE OF OUTSIDE OF I I o o I I \ PROPOSED FOOTINGS FOR - / LOWEST PARKING GARAGE ------I ----- / / / q 1:1 TEMPORARY SLOPE CUT I - - - - - O• " FOR DETENTION VAULT, TYP \ TOP 439.0 \\ / / •�" TOE 420.25 I \ 20' MAX EXPOSED I I HT SOIL NAIL WALL I I I PER GEOTECH l I ►°� LOT 6 ry NY M=44.46C� I(i} AFTER DETENTION VAULT TOP 440.0 / I l ° BECOMES ACTIVE, INCLUDING 420.25 TOE r I DISCHARGE PIPE AND CB IN g I I RIGHT OF WAY, REMOVE TEMPORARY SEDIMENT POND AND DIRECT ALL CONSTRUCTION RUNOFF TO DETENTION VAULT x I I I / / I TOP 438.0 / / I TOE 420.25 I I 44i.5sA ' ----' l l i l l / Ix I LOT 5 S)=44 4 1:1 TEMPORARY SLOPE CUT // 11 TEMPORARY GRADING TOP 434.0 ALLOWED IN SHARED / TOE 420.25 // 445.15 / EASEMENT / =444.2 I x\ I x ........... r---� • �- X X 30" FOUND REBAR CAP \ - X X F yNREADABLE AT CORN E \\ \\ \\ 7;12- I 331.0T I -- _-_-_--L- V � FOUND R BAR NO LAP k I 1----- - - - - - - - - - 32" I (- - - - - _ l I I 0.2 (N) F LINE. I I / 15' UTILITY MAI TENCANCE I / i' 7 CHAIN LINK FENCE I ` a / _ - - / l WOOD F NCE END A1'(S). I EASEMENT (NOT IN RECORD) I T/RACY 998 1.0'(S) OF SET a - CHAIN FINK FENCE) START 0.1'(S) OF PROPERTY LINE. I /i LOT 7 / I / 30' INCRFS.S R< FORF.SS I PI AT (1r .� TEMPORARY EXCAVATION PLAN 1 SCALE: 1" = 20' 20 0 10 20 40 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 10/04/2022 CITY ENGINEERING DIVISION O C I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 7 ti'� GUI LL 4, of WA$�j ct' E� • -6-1 25385 bpi STEg ice'' s`SIONAL 08/ 31 / 22 J Q J a Q m m J J J J m Q Q Q Q N J J (n w Q Q LLn CC z w w H m m m m w wm m Ln Ln Ln va oC oC Ln Ln w c� O V) V) V) W w w w w w w w w w a a 0 a a a a O O r-I r-I N N N N N N N N N N N N N N rl N 00 0) rl 00 lz:3- Lr) r--I Q N N N r-I O N N N fY i 0) N Lr r\-I lz:3- lz:3- 1-0 00 00 O r-I O r-I O O O O O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 RESUB Sep 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1653 Z O \Q Q CO U ~ a) N Z W 0) 00 W Ol � a � Q CL O Q Q = N 0 o O J Z Z O 0 cD O m CL M o W W a Q N W SHEET: C203 GRADING AND DRAINAGE PLAN NOTES: 1. ALL DISTURBED AREAS TO BE COMPOST -AMENDED PER 2014 SWMMWW BMP T5.13. / i.62 / 2. TOP AND TOE REFER TO FINISHED GRADE AT THE TOP AND BOTTOM OF THE WALLS, RESPECTIVELY. 3. A MINIMUM OF 3' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION IS oyp ❑ REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER WATER AND STORM, AND A MINIMUM OF 5' HORIZONTAL _ _ _ BHP SEPARATION AND V VERTICAL SEPARATION FROM ANY CITY -OWNED LINES. / SSMH RIM=436.74-OH 4. A TYPE II CATCH BASIN IS REQUIRED WHENEVER RIM TO INVERT EXCEEDS 5'. NO Jv1/D 5. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER S/ / DRIVEABLE SURFACES AND V OF COVER UNDER LANDSCAPE SURFACES. / 10 0 6. ROOF DRAINS SHALL BE ROUTED TO DETENTION VAULT BY PLUMBING CONSULTANT. INLETS MUST BE ROUTED TO LOCATIONS WITH ACCESS OPENINGS DIRECTLY ABOVE. / / .5' MAX E 7. ROOF SHALL BE COATED WITH AN INERT, NON -LEACHABLE ENAMEL COATING.' HT RE 8. IN COVERED PARKING GARAGES, CATCH BASINS SHALL HAVE OIL/WATER / FOUY SEPARATORS AND SHALL CONNECT TO SANITARY SEWER. REFER TO ST MI PLUMBING PLAN. / 0 yI, 9. SEE C3.3 FOR CATCH BASIN DETAILS. / CB M=437.01 / 10. RETAINING WALLS AND DETENTION VAULT REQUIRE SEPARATE BUILDING IE 2" DI(NE) 43 .65 9+ 1 12" DI(SWi4--431F5 PERMITS. / 8=437.61 11. DRIVEWAY SLOPE SHALL NOT EXCEED 14%. IE " DI(NE)=433.95 v m/ u 1 2" DI (SW) 433. 95 / CONTINUED ON 2/C3.1 I / 9+ 0 / I / / � a h a CB RIM= 41 7� NO M 8+ 0 ,q \ - 44 CB RIM 442.16 IE 12„ DINE)=4 .16 TOP:444.0 0 TOE: 443.0 9 / 8+ 0 1 FOOTING C3.2 DRAINS/ / / q � OP: 445.0 TOE: 443.0 .,�-ryv, a ly / \ v $SMH RIM=41. j NO MID / A\ 7+50 / � � ° TOP:446.0TOE: 443.0 1 o I TOP:447.0 TOE: 443.0 / I 7+00 / a ° PROPOSED APARTMENT BUILT � � TOP: 447.5 FFE: 443.0 I \ / TOE: 443.0 \ TOP:448.0 TOE- 443.0 TIE WALL FTG DRAINS B RIM RAMP DOWN TO IE 12" MATCH EXISTING O TO BLDG FTG DRAINS CONTINUED / ON 2/C3.1 L IM=447. /7��„ °,� l l ENTR 20.00' INGRESS/EGRESS f EASEMENT 55.6 ' NE 1 /4, SE 1 /4, SECTION 31 , DRAIN /l/lNE I WATER L/NF / J ( I TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. GAS I EXIST 6" WA IE (BASED ON POTHOLING): 410.9 � LINE NEW 12" STORM TOP OF PIPE: 409.4 II � SEWER LINE WOOD F NCE END D.1 '(S). I EASEMENT (NOT I N RECORD) I I HA C; 19 9 d / C \ / I I I CHAIN FINK FENCE/ START 1 I / n /-- - - - - / I 0.1 '(S) OF PROPERTY LINE. I 1 / LOT 7 ♦ GRADING AND DRAINAGE PLAN I j LSD I„ f 38 LF -_ 2" DIP @ 6.4% J"WED 17-2I1. I_. __ ;--- i ��ic�n1 CHAIN LINK FENCE 1.O'(S) OF SET CORNER. 1 SCALE: 1" = 20' 20 •--------- -` I SDy/ I 30 LF - 12" PVC @ 4.5% 1 6" PVC FOOTING DRAIN DISCHARGE LINE SHALL BE TIGHTLINED TO 12" VAULT DISCHARGE PIPE TOP: 416.15 TOE: 416.0 4-19LF-12"IPVC @2.0% i- CONTINUED ON 3/C3.1 - TOP: 418.3 TOE: 414.0 I 6.5' MAX EXPOSED HT RETAINING WALL PER STRUCTURAL TOP �420.25 TOE: 414.0 rr TOP: 4 0.51 TOE: 41 .0 11 TOP: 421.01 TOE: 415.01 I TOP: 421.5 \ TOE: 415.5 1 \ I I� TOP: 422.0 M TOE: 416.5 I O \� o ICI \ I I � 1 TOP:422.5 \ TOE: 418.0 J TOP: 423.03 TOE: 418.0 LOT 5 TOP:423.8 TOE: 421.7 I TOr. 423.4 TOE: 418.0 TRANSFORMER A-54449 PER SNO PUD i 30 F/ CONTINUED ON 1/C3.1 CONTINUED ON 1/C3.1 CONTINUED ON 3/C3.1 1ST BASEMENT PLAN (2ND LEVEL 2 SCALE: 1" = 40' 4" FTG DRAIN IE: 411.75 TIGHTLINE CONNECTION TO CONTINUED ON 2/C3.1 CONTinn irr� nni If-) VAULT DISCHARGE PIPE. FTG DRAINS AROUND VAULT LAID FLAT 208'x22.5'x10.5' DETENTION VAULT W/ FLOW CONTROL ASSEMBLY 6. 2 3 4 C3.2 C3.2 C3.2 / i POSSIBLE CONNECTION LOCATION FROM PLUMBING, TYP (SEE NOTE 6) 2.0' ACCESS MANHOLE WITH STEP AND LADDER TO VAULT eBOTTOM, TYP C3.3 CONTINUED ON 2/C3.1 2ND BASEMENT PLAN (1ST LEVEL SCALE: 1" = 40' GRADING QUANTITIES TOTAL EXCAVATION (CUT) - 21,760 CU YDS TOTAL EMBANKMENT (FILL) - 15,010 CU YDS TOTAL 36,770 CU YDS ENTRYWAY TO STAIRWELL EE 1/C3.1 FOR UILDING ABOVE 7 CONTINUED ON 1/C3.1 ENTRYWAY TO STAIRWELL 78 LF - 6" PVC @ 0.5% (STORM LINE FROM MWS) GARAGE SLAB GRADING PER ARCH. DRAINAGE IN GARAGE PER PLUMBING. GARAGE MUST DRAIN TO SANITARY SEWER, TYP CROSSWALK TO ELEVATOR EN I RY J _ Efir-I 2.0%, 422.75 ® I 423.3 V S%� III 423.7 13.5% L-] 1 2.0% I � -A 117*� 423.9 40 0 20 40 APPROVED FOR CONSTRUCTION CITY OF EDMONDS O C I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 7 G GUI LL 4, of WA$�j ct' E� • 25385 �Q 1 STEg i �`SIONAL 08/ 31 / 22 J Q J Q Q m m J J J J m Q Q Q Q N J J can w Q Q w H H H H z w w H m m m m m m cn cn cn va w w oC w w w w oC oC to Ln w c� O V) 7 V) w w w w w w w w w w O O r-I r-I N N N N N N N N N N N N N N rl N 00 0) rl 00 lz:3- Ln Q N N N r-I O N N N fY i 0) N L r\-I lz:3- lz:3- l\O 00 00 O r-I O r-I CD CD CD 0 CD Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 RESUB Sep 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICZ DEPARTMENT BLD2021-165 0- !W V N Q Z Z Q �Q LI H 0) N IZrnop O OZ of Z Ljj � < Q Q m Q = 'W^ CL < ^ V / Q = V o Z m O _ Z J p O 0 O z Q N W C7 Q SHEET: THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. 10/04/2022 C3ml 0 10 20 40 CITY ENGINEERING DIVISION NE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. NEW/REPLACED IMPERVIOUS SURFACES SURFACE SURFACE AREA (SF) STORMWATER CONTROL MEASURE ROOF 40,847 RUNOFF ROUTED THROUGH ROOF DRAINS TO DETENTION VAULT UNCOVERED DRIVEWAY 7,785 RUNOFF COLLECTED IN CATCH BASIN, CONVEYED TO MWS AND TO DETENTION VAULT UNDERGROUND PARKING 12,362 RUNOFF COLLECTED IN YARD DRAINS, CONVEYED TO ROOF (OUTSIDE OF BLDG FOOTPRINT) DRAINS AND TO DETENTION VAULT ROW SIDEWALK RUNOFF SHEET FLOWS TOWARD SIDEWALK/WALKWAYS/PLAZA 10,921 STREETS/GUTTERS. ON -SITE WALKWAYS/PLAZA AREAS RUNOFF AREAS (INCLUDES ROW) COLLECTED IN AREA DRAINS, CONVEYED TO ROOF DRAINS AND TO DETENTION VAULT NOTE: TOTAL NEW/REPLACED IMPERVIOUS SURFACES ON -SITE AND IN ROW ARE 71,915 SF 4" DIA PERFORATED PVC PIPE WITH 6" OF 1" MINUS GRAVEL ALL AROUND, WRAPPED IN NON -WOVEN GEOTEXTILE FABRIC, SLOPE AT 0.5% MIN. TURN DOWN PERFORATIONS AS SHOWN 8" MIN FROM WOOD. SEE STRUCTURAL DRAWINGS FINISHED GRADE °000.0° 00 00 ° < O po 0 p0 0 °O LINE OF MAX EXCAVATION. 00 0 Q a IF SOIL IS OVEREXCAVATED, O O 0°� o REPLACE WITH LEAN MIX 00 00 o O CONCRETE 1 i 1 BLDG FOOTING DRAIN SECTION SCALE: NTS SITE SPECIFIC DATA PR"Cr 0 T2466 PROJECT NAME APOLLO, APARTUENTS PRQIECT LOCATION EUM005, AAA TREATMENT REQUIRED VOLUME RASED (CF) FLOW &ASO (CFS) aO22 PEAK BYPASS REOUN7E0 (CFS) - IF APPLICABLE 0.5 PIPE 44TA 1.E. M4TERW. Dr,AMETER INLET PIPE 418'" D.L ,5. OUTLET PIPE 4IZ SJ Pvc 6• PRETREATMENT 8IOFTLTR4WN DLSCHA%E RIM EZEYATION 420.56 42a56 420,56 SURFACE LOAD FIRE TRUCK LOADING FRAME & COVER 48' X 48" 10FE ANDMEDdA VOLUME (CY) ax ORIFICE SIZE (DIA INCHES) 2 EA 00.47" NOTES: INSTALLATION NOTES 7. CONTRACTOR TO PROVIDE ALL LABOR, FOUIPWNT, U47ERWS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORLVWCE WITH T415 DRAWNG AND THE MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. ~FACTURER RECOMMENDS A MINMU,V 6" LEVEE ROCK EASE UNLESS SPECIRED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED SCE SPECIFIG9TVs. .5.. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRE7E (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON -SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HAICHES TO MATCH RNISHED SURFACE UNLESS SPECIM OTHERWISE 6. DRIP OR SPRAY 006APTON REQUIRED ON ALL UNITS WITH VEGETATION. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL AMTEAWS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS SPECVC477ONS AND WACMES ARE SUBJECT TO Cfd4NGE. FOR PROJECT SPECIFIC wAirAw DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. < a. INLET PIP£ - SEE NOTES PRE-FIL TER CARTRIDGE' OUTLET PIPE SEE NOTES III; li� - �r FOOTING 12" THICK SLAB PER STRUCTURAL DRAWINGS TOPS ELEV 421.75 FOOTING DRARN �u.. 12" VENT PIPE ;.w W/ 90° ELEV=411.75 MIN D, UPTURNED ELBOW, TYP LEV -4 0.75' ,.. - _ TOP OF FOOTING REINFORCED CONCRETE ELEV= 410.25 VAULT TO BE CONSTRUCTED (AROUND PER STRUCTURAL DRAWINGS WHOLE VAULT) DETENTION VAULT SECTION SCALE: NTS CA VERTICAL UNDEROMN 420.56 AGWIFOLD u 4T9.38 IN jrl�b [1, u,cr:.un. rrrvr 4180 BED PLAN VIEW PmwvR WID AREA T-1 m 6'�I 4'-O• I-�6' ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPRO7 EV SY THE ENGINEER OF RECORD, HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO I,p'SIREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GL04WE ONLY. BIOCLEAN STANDARD DETAIL - MODULAR WETLANDS SYSTEM SCALE: NTS LEFT END VIEW CONTROL I RM 4Tz63 6 .NI .645E 6.-i i _ r ,. 0. 5 -0. RIGHT END VIEW SEESTRUCTURAL FOR WALL DESIGN 0 Lq N N FLOOR PLAN 208.00' (INSIDE DIMENSION) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j 2.0' ACCESS MANHOLE, TYP z I I O z I I Lu 5' x 10' ACCESS GRATE Lq N I 1 Lu ° I 12" VENT PIPE W/ 90I z I UPTURNED ELBOW, TYP I I I I L - - L4-- 50.00' MAX BETWEEN ACCESS RISERS ROOF PLAN DETENTION VAULT PLAN SCALE: NTS y•,STO M DRAIN L11NE i WATER LINF / I / / I I Oy ONp I } _ / I \ oyp / \ Y\ 434.60 I � / \ 434.53 I I _�\ 434.59 / 435.88 fYl / q CA 436.08 434.67 62 434.73 43� 7 _ 434.73 R 36.38 ° °� 4-36.88 c, 1� I I I /I SEWER LINE �SSCO RIM= 429.16' 1 THS"T. WS bHP I I Oy cn I ENLARGED GRADING AND DRAINAGE PLAN SCALE: 1" = 10' 6 10 0 5 10 20 SIZE TO FIT OUTER DIAMETER �j�iiii��t�, • �■iiiiii%�' SOLID LID ACCESS OPENING FOR FCS ------------ __ ---a ELEV = 420.25 FLOW CONTROL NOTCH PER DETAIL 18 0 PVC FLOW CONTROL ASSEMBLY 410.75 - ° o N 1 SIM C3.3 NOTCH DETAIL SCALE:NTS o RESTRICTOR PLATE W/ 0.46"0 0 ni ORIFICE. PROVIDE DEBRIS CAGE/STRAINER TO PROTECT a AGAINST CLOGGING 7.5' x 4.5' SUMP @ 406.75 1 SUMP & FLOW CONTROL STRUCTURE SCALE: 1" = 4' RAMP DOWN TO i J' L-------- ENLARGED GRADING AND DRAINAGE PLAN 7 SCALE: 10 0 5 10 56 =445�46 \ y� d 5.15 4.25 .64 a o � 448.4 A o \ ` \ 448.46 / < ° I 447.9 \ 7 448.52 a 448.46 \\ a 4 8.05 _ j�-j_�j- ENLARGED GRADING AND DRAINAGE PLAN SCALE: 1" = 10' 10 0 5 10 20 I 20 APPROVED FOR CONSTRUCTION CITY OF EDMONDS W�ajl�t 10/04/2022 CITY ENGINEERING DIVISION O C I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Cs GUIL 4� of wash, l� F� • 25385 �Q ��1 STEg i s`SIONAL 08/ 31 / 22 J J < J H ~ H m J J J J m m Q Q Q Q N J J D� � � P cV) 0f Q Q w H H H R= - H z Lu Lu 2 2- m m m m w wmm2u,u,u,>>� ,) W W W W cc cc Ln Ln Lu c� 0 V)V) W w w w w Lu w w w w o a a a a a a O O r-I r-I N N N N N N N N N N N N N N rl N 00 01 rl 00 lz:3- Ln r--I Q N N N r-I O N N N fY i Ol N Ln r\-I lz:3- lz:3- A.0 00 00 CD r-I CD r-I O O O O O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 W RESU� Sep 01 202Q CITY OF EDMONDS DEVELOPMENT SERVIC"_ DEPARTMENT BLD2021-16CX- 0 Z Q V Z Q IN- 0) N W Z 0) q Q Q 07 I..L Q = N V O_o w(n J Z 0 7 L O O c� _ CL M o Z w a Q N LiW W SHEET: C3m2 NE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. O C I FLOW CO NTROL 4.5' - STRUCTURE I_ PVC PIPE* NON -SHRINK GROUT 1'-0" MAX @ CONTROL DEVICE ASSEMBLY TO BE COUPLING _\ PVC PIPE ISTUB* REMOVABLE FROM (OPTIONAL) I INSIDE THE FCS SET SCREW TO PREVENT ROTATION J r JL T INVERT* GASKET (TYP) + PVC PIPE 2 PVC ADAPTER- W/ CROSS* DOUBLE GASKET AND ADHESIVE BONDED SAND FINISH ON EXTERIOR. MIN 7" LONG DRILLED ORIFICE IN PVC INSIDECAP CAULK SPACE BETWEEN PLUG PVC ADAPTER AND PIPE STUB CONNECTION & CONTROL DEVICE ORIFICEDIAMETER- DIEJAIL A CONNECTION AND 0' LADDER OR HAND HOLDS CONTROL DEVICE I POLYPROPYLENE (SEE DETAIL A) OUTLET PIPE F ALLOWABLE OUTLET LOCATION - (180' to 315') FINISHED GRADE V-NOTCH WEIR AS NEEDED*---, SUPPORT (2 REQ'D) CONTROL DEVICE SEE DETAIL A 1m -_ 12 EL* PVC PIPE* TEE* I SPOOL" I r ELBOW DRILLED -' ORIFICE DIA* PVC INSIDE CAP PLUG* CINCH ANCHOR WIRE ROPE CLIP (SS) CATCH BASIN TYPE II PER COE STD DTL DEFORMED 50-300 � 3/8" STEEL ROD (SS OR �+ I . + ALUMINUM) TO FIT ADDITIONAL ORIFICE LENGTH AS NEEDED' NIVERT" V-0" MIN PVC PIPE & I V-6' MAX CROSS FLOW CONTROL STRUCTURE DETENTION PIPE PIPE SUPPORT (LENGTH, DIAMETER, DETAIL B DIAMETER' I MATERIAL TYPE}* FLOW CONTROL STRUCTURE SHOWN W/ TYPE 2 CATCH BASIN (DETAILS A &c 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. tJANUARY ATE CITY OF EDMONDS FLOW CONTROL 018 STRUCTURE PUBLIC WORKS (FCS) RD DEPARTMENT APPROVED BY: R. ENGLISH 1 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP■ 12' (WSDOT STD SPEC 9-05,20) SOLID WALL PVC 15" (WSDOT STD SPEC 9-05.12.(1)) PROFILE WALL PVC 15- (wsdOT STD spEc s-o5.12(2}} 5 s• �o. • CORRUGATED POLYETHYLENE S• STORM SEWER PIPE �2" 4", 6" OR 12" NOTES: RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE ` -g+ FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER � �_ M�,� FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY 22. TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. `1. g ��el tN 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISER$ AND FRAMES. J� 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR 'D' SHAPE. 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE 1 WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) 8, VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN TYPE APPROVED PY� R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 6-1/2" MIN f HANDHOLD 11 J 1 (4' FOR MODIFIED STEP) 5TLE REVISION DATE JANUARY 2018 STANDARD D ETAI L SD-303 9-3/8" FOR BLOCK OR BRICK MH SECTION 9-1/2' FOR PRECAST MH SECTION 7" FOR MODIFIED STEP FOR PRECAST MH SECTION NOTES: 13-3/4' MIN POLYPROPYLENE 1. LADDER MAY BE INSTALLED IN ALL PLASTIC STEP CATCH BASINS AND MANHOLES WHEN DEPTH OF STRUCTURE FROM TOP OF FRAME TO LOWEST FLOWLINE EXCEEDS FOUR(4) FEET. 2. DIMENSIONS FOR THE MH LADDER AND STEP ARE MINIMUM REQUIREMENTS ONLY. 3. STEPS AND HANDHOLDS SHALL BE INSTALLED AT V-0" ON CENTER SPACING. WHEN THE DISTANCE FROM THE HIGHEST STEP OR HANDHOLD AT THE TOP OF THE MH FRAME EXCEEDS 1'-O" AND ANOTHER STEP OR HANDHOLD CANNOT BE INSTALLED BECAUSE OF THE LOCATION OF THE MH FRAME. A HANDHOLD SHALL BE INSTALLED BETWEEN THE TOP 2 LAYERS OF BRICK OR COLLAR. 4. IF BOTH STEPS AND LADDER ARE REQUIRED IN ANY STRUCTURE, THEY SHALL BE FROM THE SAME MANUFACTURER. 5.STEPS AND LADDER SHALL BE POLYPROPYLENE AND CONFORM TO ASTM D4101 WITH 1/2" ASTM A615 GRADE 60 STEEL REINFORCING BAR. LANE P-13938, M.A.PS2-PF, OR EQUAL. 6. FASTEN LADDER TO FLOOR AND WALL SUPPORTS WITH 1-1/2" x 3--3/4" ANCHORS. ANCHORS TO BE INSTALLED PER MANUFACTURER RECOMMENDATIONS. I � -v mn,. ❑ � e St. val - PREFABRICATED LADDER CITY OF EDMONDS STEP AND LADDER DETAIL PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL REV `iION DATE JANUARY 2018 STANDARD D ETAI L GU-423 8" MIN- '+ 18" MAX TOP SLAB • 20'x24" OR • •° 24" dIA 12" (TYP) r 48", 54", 60", 72" OR 96' r.... y POLYPROPYLENE SAFETY STEP RING AND COVER PER COE STD DTL GU-420 FOR CURB AND SPLASH LINE ONLY: FRAME AND GRATE PER COE STD DTL SD-320 SERIES HANDHOLDS (2) SEE COE STD DTL GU-423 6" MAX STEPS OR LADDER ORIENT SO THAT THEY ARE NOT ABOVE PIPE -SAND COLLAR OR 1 KOR--N---SEAL AROUND PIPE I 1 12 O.C. (TYP) (SEE NOTE 6) I J 2'-0" MIN 1"-4" r PRECAST BASE AND MAX INTEGRAL RISER NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3), 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL PRECAST CONCRETE SHALL BE CLASS 4000. 4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX HOLE SIZE SHALL BE 36" FOR 48' CATCH BASIN, 42" FOR 54" CB. 48" FOR 60" CB, 60" FOR 72" CB, 84" FOR 96" CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54% AND 60" CB; 12" FOR 72" AND 96" CB. 5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD SPECIFICATIONS. 6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL Gil-423. REVISION DATE CITY OF EDMONDS CATCH BASIN, TYPE 11 OCTOBER 2018 48" 54" 60" PUBLIC WORKS 72 gt g 6" STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D- 3 0 0 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CATCH BASIN SCHEDULE MARK TYPE RIM ELEV INV ELEV NOTES 12" DIP (W) - 'T05.83 REPLACE EXISTING 12" CM TYPE 1 407.48 12" CMP (E) - 405.78 (W) WITH NEW 12" DIP (W) AT EXISTING IE. 12" DIP (E): 408.26 2 48"0 412.12 12" CMP (W): 409.42 TYPE II 12" PVC (S): 408.26 12" PVC (W): 409.73 48"TYPE�11 416.20 12" PVC (S): 409.87 12" PVC (N): 409.63 MWS 420.56 (6" DIP E): 418.63 G (6" PVC W): 417.63 TYPE 1 420.25 (6" DIP W): 418.75 04" 6 YARD 432.50 (4" S): 430.17 TIE INTO BLDG DRAINS PER DRAIN PLUMBING 4" YARD 442.85 (4" S): 440.52 TIE INTO BLDG DRAINS PER DRAIN PLUMBING 48"� 12" PVC (S): 410.36 $ TYPE II 417.45 12" PVC (N): 410.26 APPROVED FOR CONSTRUCTION CITY OF EDMONDS �� 10/04/2022 CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Cs GUIL WAs�, l 25385 ��1 STEg 1 �`SIONAL 081 V 22 1 J Q J H ~ H co J J J J co � m Q Q Q Q V) J J V) CC Q Q w--- H � � � 2 2 2 2 z Lu Lu I- m m m co c 0 > > CD CD c Ln Ln Ln V) F LEI LEI D D cc Lu Lu Lu Lu � oC oC cn cn LEI C� � z z cO V) N N CC CC c C� LLJ Lu Lu LEI LEI W LEI LEI LEI Lu O O r-I r-I N N N N N N N N N N N N N N I- r-I N 00 0) r-I 00 � LIB r-I Q N N N r-I O N N N rn Q \ \ \ \ \ \ \ \ \ m N LIB c-I � l0 00 00 O r-I O r-I O O O O O Y Q 12 DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 RESUB Sep 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1653 cq Z � q W >_ 0) Q W = Q Q J OJ Z Z J Q O ../ W a Q N Lj 0 0 Z J SHEET: C3m3 SCALE: NTS NE 1 /4. SE 1 /4. SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. O / / l FINISHED FLOOR: 422.75 .O SO> X 425 1 1 BUILDING EDGE 425 . . . . . . . . . .11. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ....L. ........i .... ....... FINISHED GRADE 420 — j 420 . . . . . 208'x22.5'x10.5. . . . . .f — -- fEXI. . G GRADE . . . . . . . . . . . . . . . . . . . . . . . . DETENTION VAULT L30 LF ^ 12" PVC @ 4.5%W/ FLOW CONTROL. .ASSEMBLY .. .. .. . . . . . . . . . . _ 415 — — 415 BUILDING FOOTING EXIST 6" WA LOCATION BY POTHOLING 38 . . . . . . . . . . . . . . . . . �. DI LF ^ 12" \ DIP \ 102 LF ti 12" PVC @7 1.0% . . . \\. _ 410 — 410 . .BUILDING � \\. 1. . FOOTING DRAIN . . . . . . . . . . . . . . . . CON'NECTION 3 . . . . . . . . . . . . . . ................................................. 405 — 405 STORM PROFILE (VAULT OUTLET TO ROW CONNECTION SCALE: HORIZ: 1" = 20', VERT: 1" = 5' APPROVED FOR CONSTRUCTION CITY OF EDMONDS \ 10/04/2022 CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GurLt 4. of WAsr� 25385 �p Is 1 s`SIONAL 08/ 31 / 22 J Q J Q Q Z m (n w m Of w Q m < m m Ln H J Q m N J Q m N J Q m N J Q m N d U V) Of z C7 U Of z (7 U v) H v) HI,- w O 2 m H m H m H m H w w w w w w w w w w O O ri ri N N N N N N N N N N N N N N 1-- r-I N 00 m r-I 00 lzzl- Ln r-I Q N N N r-I O N N N M m N Ln ri Itt lzzl- l0 00 00 O r-I O r-1 O O O O O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 RESUB Sep 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i] o14114dmo l N I— 0) (o N Li Z 0) C-)Ld J 00 L.L. < CL = 0- < = N 0 m O J Z w J p O O O co CLW)o W Q N W (/) SHEET: C3m 4 NE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. Deferred Submittal: DRAIN /NE / a. 1 Existing Fire Hyd�nt and proposed � COORDINATE WITH WA TER I ENGINEER INSPECTOR TO WATER AND SEWER PLAN NOTES: FDC to be located behind curb ramp. � // MEET ADA COMPLIANCE / 1. METER AND SERVICE SIZES HAVE BEEN CONFIRMED BY PLUMBING CONSULTANT. SDMH RIM=435.62 / / DRY UTILITIES BY OTHERS. BRING STA 12+19 (17' RT) NO MID STA 9+81 (54' RT) OFF OF EXISTING UTILITY POLE SSMH RIM: 411.96 2. TAP AT FIRE SERVICE LINE AND DOMESTIC SERVICE WILL BE RESTRAINED JOINT AS NOTED ON PLAN SO THRUST BLOCKING IS NOT REQUIRED AT THE TEE (DUE � ABANDON SEWER PIPE IE (8" E): 406.71 TO ADJACENT STORM MAIN). / FDC W/ 4" STORZ FITTING / / J WEST OF MANHOLE IE 8 S): 406.81 THIS NEEDS TO BE Ohp UL-APPROVED AND HAVE SEE GUIDELINES FOR GAS PLUG WEST PIPE TO \ DISTURBING AN LINE 3. TYPICAL WATER VALVE CLUSTER CONNECTION PER 3/C4.3. \ A 30° DOWNTURN EXISTING MONUMENT / I I I I STA 11+58 (14 RT) 1 5 BE ABANDONED _ _ Oyp 6"x6" TEE (ALL FL) /- q I \I / \ 1\ (2) 6" GV (FLxMJ) C4.2 4. 4. CITY WILL TV SEWER MAIN PRIOR TO FINAL ACCEPTANCE. SSMH1RIM=4�oyp/ I 14 LF 6" DIP TO I \ REMOVE BRASS DISK / NO /D / SEWER LINE I I NEW FIRE HYDRANT _S y AND REPLACE AFTER 5. A MINIMUM OF T HORIZONTAL SEPARATION AND V VERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) AND I \ O Ida I- - 5S - - -f ASSEMBLY I SEWER SEWER, WATER AND STORM. A MINIMUM OF 5' HORIZONTAL SEPARATION AND 1' VERTICAL SEPARATION FROM ANY CITY -OWNED LINES. 1 S , \ Hp / �% I SCO RIM= 4 .16' \ _ SS - - - S5 - -I - - I I CONNECTION. PLS - EXISTING FH TO REMAIN / - \� O 0+ 0 r / J I I i ✓� I IUND" B DISK SHALL RESET 6. FOR IRRIGATION PIPING ON PRIVATE PROPERTY, A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVABLE SURFACES AND 1' OF �`- 10+0 in I I t USH IT PA EMENT. 1 _ _ 11+ 0 J I SITED 17-2 . MONUMENT COVER UNDER LANDSCAPE SURFACES. WHERE ADEQUATE COVER CANNOT BE ATTAINED, DUCTILE IRON PIPE SHALL BE USED. 4 LF 12" DI SPOOL \ - -��- -I -r 11 I - -I 1 12 0+ 01 -----'12t501 2 ST. C`. IA/ IN 88'36'51w W 222.05' I I I I I I / -II-1� - I / f /_ 7. FIELD VERIFY DOMESTIC AND FIRE SERVICE TAP CONNECTIONS AS 3' MIN FROM NEAREST JOINT IN EXISTING PIPE. IF NEARER REPORT LOCATION TO DESIGN STA 9+64 (34' RT) / J VV I CAP @ PL I I I I ENGINEER. I VALVE CLUSTER PER CITY OF EDMONDS STD WA-181 ALL PIPE JOINTS / I C RIM=415.91 SHALL BE MECHANICALLY RESTRAINED. FIELD LOK GASKET OR APPROVED aw " CMP E = 13.16 a ----------F �� / 8. UNDERGROUND WIRING REQUIREMENTS OF ECDC 18.05 SHALL BE FOLLOWED. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND. m / EQUAL FOR PIPE AND MEGALUGS OR APPROVED EQUAL FOR FITTINGS. _ \ � � 3 (2) LONG BODY COUPLINGS (MJxMJ) FOU D BAR IVD CA `" ° /� a a o°� ° 1 ° a d� a ° ° °a \ - --�-I N _ 9. IRRIGATION SERVICES SHALL HAVE A MINIMUM OF 15SEPARATION FROM ALL FITTINGS AND SERVICES. C4.3 (1) 12 45 LF 81 GVS (FLxMJ) ST MPED 2 0" \ram , I o j PVC @ (1) 12"x6" TEE (ALL FL) �/ 0�1'(W) OF R I I I Oyp _ 1.0% (SLOPE TO 10. TRENCHING PER DETAIL 2 ON THIS SHEET. (1) FJxMJ ADAPTER / �\ ° A N 88'36'51"1 181.43' I sr ' EXISTING IE AT (1) 6" GV (FLxMJ) / \ / a 1 ti 16 _ -- _ _ _ _ MANHOLE) 11. WSDOT ROAD RESTORATION GUIDELINES SHALL BE FOLLOWED FOR UTILITY WORK IN HWY 99. FULL CONCRETE PANEL REPLACEMENT IS REQUIRED IF CB M=437.01 ° 5:1 CUTTING INTO EXISTING PANELS. (1) 12" GV (MJxMJ) / 26 LF 6" DIP MECH RESTRAINED JOINT FIRE LINE TO RISER ROOM 2" DINE) 4j .65DCDA IN RISER ROOM ON PROPERTY 9+ I 12" DI(SWi�--43f�5 �� a . I I STA 12+19 (28' RT) 12. PROVIDE 0.1' OF FALL BETWEEN INLET AND OUTLET ON SEWER MANHOLES. C4.2 A T A SERVICE BA KF DEVICE / / NEW GAS LINE AND a I \ ' NEW SSMH 1 IRRIGATION METER AND S R LE W/ C LOW CE �/ 3 8 VC @ 615%e' I I RIM: 412.50 / IE " DI(NE)=4 / a METER BY OTHERS 13. SEWER MAIN REQUIRES 10 HORIZONTAL SEPARATION BETWEEN WATER AND STORM AND WATER REQUIRES 18 VERTICAL SEPARATION ABOVE SEWER. NO MID / 1 2" DI(SW) 433.95 ( 1 1 1 � r IE (8" S): 407.36 // v 26 LF 4 DIP I ' IE (8" N): 407.26 14. IN COVERED PARKING GARAGES, OIL/WATER SEPARATOR SHALL CONNECT TO SANITARY SEWER. STORMWATER RUNOFF IN THE GARAGE SHALL TIE INTO STA 9+14 (34' RT) / So, / I I ) I OIL/WATER SEPARATOR. 2 3 (2) 4 LF 12 DI SPOOLS 4 LF DI SPOOL 10 LF " 10 PVC / 8 CASING C4.2 C4.2 (2) LONG BODY COUPLINGS (MJxMJ) 4 LF - 12" DI SPOOL 1. o I�i it INSTALLATION 6 (2) 12" GVS (FLxMJ) ` d @ 2.0% MIN 2 1 / STA 9+59 (50' RT) W .I /� �� Iq� I I I I FOR 8" SEWER C4.3 C4.4 C4.5 (1) 12 x4 TEE (ALL FL) UNDER WALL S (1) 4" GV (FLxMJ) / 4 I I I 18 LF 4" DIP SERVICE LINE / I / C43 MAX IE: - 420 I 8" SS TOP: 409.62 . 3" WATER METER INSIDE 577-LA VAULT / / FIRE RISER 410.0 _ _- -I- I 12" SD IE: 410.33 FL ADAPTER PER DTL IN WATER VAULT / �` O ROOM C4 2 / I EXISTING POWER POLE -II I II STA 12+01 (59' RT) (SERVICE LINE TO METER TO BE MECH. RESTRAINED JOINT) 9+ 0 / / W/DCDA I LJ NEW SSMH (1) 4"x4" TEE (MJxFL) a 0 RELOCATED FROM C2.1. I i II RIM: 418.5 18 LF 4" DIP BYPASS AROUND METER % RELOCATION WORK TO BE / I II I I IE (10" SW): 409.8 (1) 6"x4" REDUCER / a PERFORMED UNDER I II I I I IE (8" S): 409.8 SEPARATE PERMIT BY PUD (1) 6" GV (FLxRJ) / I I IE (8" N409.7 - 206 LF " 6" DIP DOMESTIC SERVICE LINE TO UTILITY ROOM STA 9+14 (52' RT) 4" DIP 90° `^ - 0`� a ° I 8" SS IE: 410.18 I `� li I � NEW LATERAL ,, �5 STA 9+14 (57' RT) BEND (RJ) I 6" SD IE: 418.67 I II I SEWER C4.3 / /AT STA 9+04 (57' RT) 1 STA 9+01 (52' RT) /a I ° / STA 8+95 (52' RT), STA 8+95 (57' RT) CB RIM= 11. a (2) 6" DIP 90° BENDS (RJ) / NO M/ o I I I I 11 8_7 0 \ 44 ) \ I I I I \\ a STA 8+92 (57' RT / I I I II I I I SEWER CB CB RIM 442.16 PROFILE C4.4 IE 12" DINE)=4 .16 SEE WATER CONNECTION PROFILES C4.5 I rn I 1 00 5 LF ^ 6" DIP / �< I/ ______ I - - - - - - - - - - - y �° DECOMMISSION WATER / I I II \ SERVICE AT MAIN I � Ic 8+ 0 / / STA 8+18 (35' RT) I 11 I EZ-2 VALVE / I PROPOSED APARTMENT BUILDING REFERENCE DETAIL C4.5 I FFE: 443.0 I I I FFH1 r WATER SERVICE LINE O \ I 0' SHALL BE FIELD LOK GASKETED (OR EQUAL)/� I II EXISTING FH TO REMAIN I N I 1 Ilz LOT 6 4 /\ o DECOMMISSION WATER �6I ° SERVICE TO BUILDING IM=446.4I N AT WATER MAIN, CUT N_\ 7+�O / AND CAP. / I I I I l 0 NSTALL DECORATIVE STREET LIGHT IN a / I I I \ -ANDSCAPE STRIP. ° 184 LF 6" DIP 0 a I I I \ REFER TO STREET LIGHT DESIGN TO AVOID JTILITY AND TREE PLACEMENT CONFLICTS _ / WATER PROFILE / ( 2 / C4.4 ? I I II I I II II � �• I I I I \ a / PROPOSED APARTMENT BUILDING FFE:443.0 I I U 6T DIP 90 A 7+11`BEND (MJ) \ ° I I I III /\6\ 9 LF ^ 6" DIP I N I II I III LOT 5 44.5 0 S)=44 a v ° STA 12+02 (317' RT) =445.15NEW SSMH FOR 444.2 a ` a /o �y EXISTING FH TO REMAIN a l I I FUTURE USE BY ADJACENT LOT RIM: 420.25 IE (8" N):414.92 {�---------------- PROTECT OFF SITE 4� / �� TREES PER FOUND REBAR CAP \ \ - - - 4� _ _ _ _ 20 30 LANDSCAPE PLAN yNREADABLE AT CORNE \ \\ \ I N , 03" W 331.07 I / - - F / - - - I -SHEET L-1 PROTECT OFF SITE I / I FOUND R BAR NO CAP k /l-i" L \ \ U ° / / 32 - _ - - - TREES PER LANDSCAPE I I I 0.2"(N) F LINE. I I 15' UTILITY MAI TENCANCE I , i CHAIN LINK FENCE I \ \ WOOD F NCE END D.1'(S). I EASEMENT (NOT IN RECORD) I T/ CT 998 i 1.0'(S) OF SET CORNER. PLAN SHEET L-1 I / i C CHAIN FINK FENCE) START I I / 1-1 0.1 '(S) OF PROPERTY LINE. /- - - - - - - - - L----7/ LOT 7 / WATER AND SEWER PLAN 1 SCALE: 1" = 20' 16 20 0 10 20 40 15. EXISTING OHP TO REMAIN (CROSSING HIGHWAY 99 TO POLE ON 236TH). LINES ARE ALL COMMON UTILITIES THAT CONTINUE DOWN 236TH. / ! Lr)/ / / rnff// ♦♦ f / F_ LLJ / // // /♦ // o /f // // / f / LUG / // // /♦ f/ ♦♦ /♦ // / 6" MIN / L ♦/ // // // // / /// ♦ Lai ♦ / / / / a a / ♦ f / 6" MIN / // ♦f / f/ // /� // 8" AKIN 8" MIN SEE NOTE 1 SEE COE STD DTL GU-410 BEDDING MATERIAL (1-1/4" MINUS) CRUSHED PER COE MOD 9--03.16.A.2 (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE • 24" FOR 8" DIAMETER PIPE ■ 36" FOR 12" DIAMETER PIPE • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM ❑ 1557. 4. IF UNSTABLE MATERIAL 15 ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE A5 REQUIRED BY CITY ENGINEER. REV SION DATE CITY OF EDMONDS FEBRUARY 2021 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 400 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS 10/04/2022 CITY ENGINEERING DIVISION O C I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI LL .4, of wash, .ct' E� • 25385 �Q ��1 STEg i s`SIONAL 08/ 31 / 22 J Q J Q Q m m J J J J m Q Q Q Q Ln J J N w Q Q un Of z w w H m m m m w wLn Ln Ln Ln �� oC w w w w O W w w w w Lu w w w w o a s a a Cl- a O O r-I r-I N N N N N N N N N N N N N N W I- rl N 00 01 r-I 00 lz:3- Ln r--I Q N N N r-I o N N N M Ol N Ln c\-I lz:3- lz:3- 1-0 00 00 O r-I O r-I 0 0 0 0 0 Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 RESUB Sep 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1653 W (0 3:� W I- O) N LJJ 00 w >_ rn Q 0 Q Q Q = o w j Z I..d Z Q O (D :2~ Q w CL Q 14) N ID Ld a W SHEET: C4.1 NE 1 /4, SE 1 /4, SECTION 31 , TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. O C I 1 /2" EXPANSION JOINT MATERIAL 4' MIN-6' MAX :x 3' x 3' x 3.5' THICK CONCRETE PAD AROUND HYDRANT " 1 CY 1-1/2" WASHED ROCK. 1' MIN ABOVE DRAIN HOLES AND AROUND HYDRANT TO BOTTOM OF DITCH LINE. COVER TOP AND SIDES WITH MIRAFI 16ON OR APPROVED EQUAL. MOUNT HYDRANT PLUMB PROVIDE 3' MINIMUM CLEARANCE AROUND HYDRANT I 4' STORZ ADAPTER DOUBLE SIDED BLUE ROAD RAISED PAVEMENT 18" MIN-24" MAX MARKERS I ABOVE FINISHED I GRADE ALIGN VALVE BOX EARS 1 PARALLEL WITH THE FINISH GRADE WATER LINE IT SERVES 144" FL x MJ 6" R.W. CAST IRON ADJUSTABLE GATE VALVE VALVE BOX TEE WITH RESTRAINED JOINTS FLANGED FLANGED MEGA -LUG OR CO ECTION CONNECTION EQUAL FROM FOR HYDRANT HYDRANT TO VALVE VALVE (VIP) THRUST BLOCK UNDISTURBED EARTH 12"x12"x4' CONC. BILK, HYDRANT CONNECTION PIPE TO BE DUCTILE IRON CLASS 52. ANY INTERMEDIATE JOINTS TO BE RESTRAINED 12'x 12'x 4" CONC BLK 10 MIL PLASTIC BETWEEN BLOCK & TEE CLEARANCE LEARANCE BETWEEN BLOCKING • AND 80 LTS THRUST BLOCK NOTES: 1. HYDRANTS AND ALL MATERIALS TO BE IN ACCORDANCE WITH CITY OF EDMONDS APPROVED MATERIAL MODIFICATIONS LISTINGS. 2. CONSTRUCT 3' X 3' X 3.5' THICK CONCRETE PAD AROUND HYDRANT PIPE. HYDRANTS SET IN CONCRETE REQUIRES AN EXPANSION STRIP AROUND HYDRANT BARREL. IN 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 SMALL HAVE A 6" MECHANICAL JOINT (MJ) BASE. TRAFFIC MODEL PROVIDED WITH (2) 2-1/2" HOSE NOZZLES AND (1) 4-1/2" NATIONAL STANDARD THREAD (NST) PUMPER NOZZLE WITH 4" STORZ QUICK COUPLING ADAPTER, 4. PUMPER PORT SHALL FACE THE STREET OR ROADWAY FOR FIRE ENGINE ACCESS. 5. THREE FOOT MINIMUM LEVEL CLEARANCE SHALL BE MAINTAINED AROUND HYDRANT WHEN PLACING LANDSCAPING. fi. FIRE HYDRANTS SHALL BE PAINTED SAFETY YELLOW BRAND: KELLY MOORE (1700-63 SUNBURST YELLOW) OR APPROVED EQUAL. 7. RAISED PAVEMENT MARKER TO BE PLACED 4" FROM PAVEMENT C/L OR PAINTED LINE ON HYDRANT SIDE OF ROAD. 8. FIRE HYDRANT LOCATION SHALL BE SHOWN ON THE PLANS AT A LOCATION APPROVED BY THE CITY ENGINEER. REV1510N DATE CITY OF EDMONDS JANUARY 2a1$ FIRE HYDRANT ASSEMBLY PUBLIC WORKS STANDAR❑ DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA--1 00 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS NOTE: VAULT DEPICTED IN DETAIL IS NOT APPLICABLE, BUT PLAN VIEW STILL DEPICTED FOR INFRASTRUCTURE CALLOUT ON THE ASSEMEBLY. PROVIDE INDOOR VERTICAL INSTALLATION. 4' HOSE CONNECTION W/ STORZ FITTING ---I (AS REQ'D BY FIRE DEPT) REFER TO CHART CHECK VALVE 18" MIN �� ' •` r PIV--------.--.-.- - CONNECTION PRE -ASSEMBLED, DOH STATE AS REQUIRED APPROVED DOUBLE CHECK BY FIRE r DETECTOR VALVE ASSEMBLY MARSHAL FLxFL TEE - FLOW 1- 6" (TYP) i 18 MAX 18" MIN I MEGA LUG MID SPAN RESTRAINT AND THRUST BLOCK AND VAULT SEAL rn n I SEE COE STD DTL WA-111 EXTEND 7, ALL , W 8 4 AO I LADDER OUT I FLANGED PENETRATIONS z D AS REOUIREDI • CCUPLING SHALL BE CORE FOR EASY EAY I ADAPTER DRILLEDACCESS L------r,-a SENSUS SR2 W/TRPL REMOTE READ \- LANE INTERNATIONAL POLYPROPYLENE THE TRPL SHALL BE INSTALLED ON LADDER WITH PULL UP HANDRAIL. HATCH CLOSE TO HINGE CONTRACTOR TO INSTALL PER MANUFACTURER RECOMMENDATIONS AND DOUBLE LEAF LID (MODEL-L.W. COORDINATE LOCATION WITH ENGINEER. HATCH) OPENING TO BE LOCATED WITHIN 18' OF INSIDE VAULT WALL FOR EASIER LADDER ACCESS NOTES: EXTERIOR PLAN VIEW 1. ACCESSES BY L.W. HATCH: TYPE "0" (HD-10 PEDESTRIAN LOAD; H---30 TRAFFIC LOAD) WITH SIDE OUTLET GUTTER 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 VAULT. 5. SEE COE STD DTL.S WA-183 AND WA-184 FOR DCDA LOCATION AND CONNECTION REQUIREMENTS. 6. ASSEMBLY MUST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER BY A WASHINGTON STATE CERTIFIED DCDA ASSEMBLY TESTER. REPORT MUST BE SENT TO THE CITY OF EDMONDS WATER DIVISION. 7. SEE COE STD DTL WA-142B FOR PROFILE VEIW. VAULT SIZE METER SIZE AND TYPE APPROXIMATE EQUIPMENT DIMENSIONS MINIMUM INSIDE VAULT DIMENSIONS (EXCLUDES SIAMESE CONNECTION) A B C D LENGTH WIDTH HEIGHT 3'-9' 1'-2' 0'-8" 11'-0" 6'-0' NO HIGHER THAN 5' TO CENTER OF #2 SHUT OFF VALVE NN, f 6' MINIMUM FROM THE FLOOR 6 e SENSUS SR2 WITH ECR/WP REMOTE READ THE ECR/WP SHALL BE INSTALLED ON AN OUTSIDE WALL FOR EASY METER READING INDOOR VERTICAL INSTALLATION CITY OF EDMONDS STANDARD DETAIL (SIM TO WA-142A MATERIAL LIST (ALL SIZES ARE SAME AS METER UNLESS OTHERWISE LISTED) PAVED AREAS GRADE TO ❑RAIN Q 1 -MECHANICAL LONG 800Y CPLG 3" FROM TOP OF VAULT TO FINISHED GRADE IN PLANTER OR UNPAVED AREAS n 2--4"x3" REDUCER, MJ & 3' SPOOL FOR 3" LW HATCH WITH GAS TIGHT SEAL SERVICE ONLY (SEE NOTE 5 ON WA-132B) Q3 1-TEE, MJxFL 1-GATE VALVE, FLxMJ (W/VALVE BOX & COVER) I " %"" 17 L�J 3-DI PIPE, PE, LENGTH TO FIT m 2-90' BEND, MJ `� �_i 2-DI PIPE, PExFL LENGTH TO FIT 1-EPDXY COATED SERVICE SADDLE, FORD FC202 15 D 1 �`i (TAP POINTE❑ UP AT 12-O'CLOCK} DR 4 EQUAL, 1-CORP STOP, MIPT, FORD FLOW O C) FB500--7 OR APPROVED EQUAL jj �9 2-RW GATE VALVES, FL WITH HAND WHEEL 1 D 24" (SEE 10 SENSUS OMNI C2 METER W/INTERNAL STRAINER, 18 NOTE £ ON WA�-132B 18 W/ELECTRONIC RESOLUTION (100'S OF CUBIC FEET FOR 3" METER, 500 CUBIC FEET FOR 4-6' METER) DRAIN (5" MIN DIA) WITH WIRE MESH RODENT SCREEN, 11 1-DI ADAPTER FL.xPE, LENGTH TO FIT SLOPE TO DAYLIGHT OR STORM DRAINAGE SYSTEM 12 2-FLANGED COUPLING ADAPTER, EQUAL TO ELEVATION VIEW ROMAC FCG 13 MEGA -LUG MID -SPAN RESTRAINT AND THRUST 8" (SEE NOTE 5 13 BLOCK & VAULT SEAL. SEE COE STD DTL ON WA-1328) 9 20 7 WA-111 3 2 12 14 PRECAST CONCRETE VAULT BY UTILITY VAULT CO (SEE TABLE FOR MODEL J) W/TWO DIAMOND PLATE DOORS RATED FOR HS-30 LOADING � ` 15 1-FORD MIPT BALL CORP WITH THREADED END CAP SIZED TO FIT OMNI C2 TESTPORT I0 7 �10 1 16 18" SEE TABLE" 4 SEE NOTE 12 PRIVATE PLUMBING 1 fi 1-OS & Y GATE VALVE, FL WITH HAND WHEEL 9 �2" ON HATCH WA-132 8 19 CLEAR 17 TR/PL SENSOR (TO MOUNT IN VAULT 5 I+3" OPENING z z 14 ACCESS DOOR) �w 5 1$ 2-ADJUSTABLE STANCHION BOLTED TO FLOOR 2' MIN 2' MIN w LANE INTERNATIONAL POLYPROPYLENE LADDER 19 WITH PULL UP HANDRAIL. CONTRACTOR TO INSTALL PER MANUFACTURER RECOMMENDATIONS 6 5 13 2 AND COORDINATE LOCATION WITH ENGINEER. fi 20 1-TEE, FL PLAN VIEW REVISION DATE CITY OF EDMONDS 3", 4" & 6" JANUARY 2021 WATER SERVICE PUBLIC WORKS & METER STANDARD DEPARTMENT DETAIL es� 189a APPROVED BY: R. ENGLISH WA-1 32A CITY OF EDMONDS STANDARD DETAIL SCALE: NTS I_]IK'laws WA'HeUm '4 m A BLIND FLANGE FLANGE OR ER SIZE PIPE �-1 �a TEE W1 PLUG C b L6E 90' BEND d d 22-1 l2' BEND 11-1/4* BEND NOTES: 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, PLUG THRUST BLOCK TABLE MIN BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET MIN D} ST (IN FEET) PIPE SIZE A B I C D E b d 4- 3 1 1 1 1 1 0.5 6" 4 4 2 1 1 1 0.5 8" 7 6 4 2 1 1.3 0.7 10' 11 10 6 3 2 12' 16 14 1 9 5 3 16" 29 25 1 16 8 4 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM or 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 2018 CITY OF EDMONDS BLOCKING PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA-1 50 CITY OF EDMONDS STANDARD DETAIL NOTES; 1. ALL MATERIALS, INCLUDING METER SHALL BE FURNISHED BY THE CONTRACTOR. 2. ALL PIPE & FITTINGS 3' & LARGER SHALL BE CEMENT LINED D.I.P. CL 52. 3. TEE WITH (3) GATE VALVES 15 REQUIRED AT DISTRIBUTION MAIN. 4, VAULTS SHALL NOT BE INSTALLED IN AREAS SUBJECT TO VEHICULAR TRAFFIC. 5. VAULT COVER SHALL INCLUDE TWO LOCKING ALUMINUM LW TYPE HATCH DOORS (PART NO, HHD-1D (36'x72') DOORS SHALL HAVE SLIP RESISTANT TREATMENT. DOORS SHALL BE CAST IN COVER WITH 8' SPECIAL OFFSET FROM VAULT WALL, AS SHOWN. COVER TO READ "WATER". 6. PROVIDE 24' CLEARANCE BETWEEN VAULT FLOOR & BOTTOM OF COMPOUND METER. WHERE ELEVATION OF VAULT FLOOR IS TOO LOW TO DRAIN TO DAYLIGHT OR TO STORM SYSTEM, THIS CLEARANCE CAN BE REDUCED TO A MINIMUM OF 12'. SUBSTITUTION OF A SHORTER VAULT TO ALLOW FLOOR TO DRAIN BY GRAVITY SHALL BE SUBJECT TO APPROVAL OF THE CITY ENGINEER. SUBSTITUTE VAULTS ARE AS FOLLOWS: 3" 575-LA WITH 57TL-2-332P COVER (WITH SPECIAL OFFSET+LW ALUMINUM HATCH). 4" 675-WA WITH 675-TW-2-332P COVER (WITH SPECIAL OFFSET+LW ALUMINUM HATCH). 7, PROVIDE 2-1/4" DIAMETER OPENING IN ALUMINUM DOOR FOR TR/PL SENSOR. 8. ALL FITTINGS OUTSIDE VAULT SHALL INCLUDE THRUST BLOCKING AND JOINT RESTRAINT DEVICES (MEGALUGS OR APPROVED EQUAL). 9. PIPE, FITTINGS, AND VALVES OUTSIDE VAULT SHALL BE 4' FOR 3" SERVICE INSTALLATIONS.. 10. A MINIMUM 2 FEET OF LEVEL UNOBSTRUCTED AREA IS REQUIRED AROUND HATCHES. 11. PROPERTY OWNER RESPONSIBLE FOR PURCHASING METER THROUGH THE CITY DEVELOPMENT SERVICES DEPARTMENT. METER SIZE*** MAIN SIZE OUT OF VAULT BYPASS CORP STOP FOR FLUSH PORT SI E MIN, CLEARANCES VAULT MODEL VAULT COVER * (W/SPECIAL OFFSET} M.I.P.T. BALL CORP** A B C D - 3" 4"D.I. 4" D.I. 2" 10" 16' 2'-B' 6" 577-LA 57TL-2-332P FB500-4 4" 4"D.I. 4" D.I. 2" 12' 16-12'-B- 6" 676-WA 676-TW-2-332P FB500-6 6" 6"Q.I. 6" D.I. 2" 12" 1fi" 3'-2" 6" 4484-LA 4484-TL2-332P FB500-6 " COVER MODIFIED PER NOTE 5 *• MIPT CORP PER KEYED NOTE 15 *•' VALVE, PIPE & FITTINGS INSIDE VAULT SHALL MATCH METER S1ZE CITY OF EDMONDS PUBLIC WORKS DEPARTMENT 18`:�" 3„, 4„ & 61) WATER SERVICE & METER NOTES F.Y- R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE FEBRUARY 2018 STANDARD DETAIL WA- 132B APPROVED FOR CONSTRUCTION CITY OF EDMONDS 10/04/2022 CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Cs GULL WAs�r l� AO 25385 1 STEg 1 �`SIONAL 08131122 J J J � Q Q z O m LV) w > m N GC Lu w > J Q H m J Q H m m w H J Q - 2 m cn J Q - 2 m cn J Q - 2 m cn J Q H 2 co Ll1 - LL V)V) w oC w oC Ln D Ln CC w 0 w w w w C� UJ w w w w w w w w w O O r-I r-I N N N N N N N N N N N N N N I- r-I N 00 C) r-I 00 lz:3- LIB r-I Q N N N r-I O N N N fY i 0) N LIB c-I � � l0 00 00 O r-I O r-I 0 0 0 0 0 Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 RESUB Sep 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1653 Z 0 00 LL.I 0) Q v Q e. N O C, J Z J p O CL M 0 Q N W SHEET: I..L W Q �- E- Q LJJ a 3:: _j IiEl C4.2 SCALE: NTS SCALE: NTS NE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. O C I W ENCLOSURE "HOT BOX" OR EQUAL z REDUCED PRESSURE BACKFLOW o � ASSEMBLY (RPBA) a 120 VOLT ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT a TAPE FOR FREEZE PROTECTION. IF RPDA, USE SENSUS SR2 - - 3" MIN METER W/ TRPL REMOTE IF RPDA, USE READ. TRPL SHALL BE SENSUS SR2 120 VOLT INSTALLED ON SIDE OF HOT _z METER W/ TRPL ELECTRICAL BOX WITH EASY ACCESS REMOTE READ 10 OUTLET FOR HEAT FOR METER READING. TAPE. INSTALL UNION UNION CENTER BACKFLOW PE FOR 3" MIN I-- PREVENTER IN FREEZE 3/8"x4" ANCHOR BOLTS ENCLOSURE `D$ PROTECTION, (PER MANUFACTURER) 3" MIN CONCRETE SLAB z z DRAIN (2000 PSI MIN) SEE NOTE 6cli N 4" MIN r2" 1 FINISHED GRADE 6" MIN L PVC SLEEVE L 6x6 FREE DRAIN}NG GRAVEL SLEEVE (TYPVC F (TYP) (WELDED WIRE TYPE K COPPER SUPPORTS FABRIC) OR APPROVED EQUAL (SITE AS REQ) z 9 TYPE K COPPER (TYP) OR APPROVED n EQUAL (SIZE AS REQ) CONNECT TO WATER (TYP) METER IMMEDIATELY ADJACENT TO RPBA FLOW TO OWNERS ELECTRICAL PANEL DIRECT BURIAL OR IN RIGID CONDUIT PER ELECTRICAL PERMIT REQUIREMENTS NOTES: SIDE VIEW FRONT VIEW (METER SIDE 1. PROVIDE CITY APPROVED SUPPORT FOR DEVICES LARGER THAN 1" DIAMETER. 2. OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA OR RPDA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. MUST BE TESTED AFTER INSTALLATION AND YEARLY BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST RESULTS MUST BE SENT TO THE CITY OF EDMONDS WATER DMSIDN. 4. REDUCED PRESSURE BACKFLOW ASSEMBLIES SHALL BE STATE APPROVED DEVICES. 5. ANNUAL TESTING OF RPBA AND RPDA REQUIRED BY OWNER, TEST RESULTS SHALL BE SENT TO THE CITY OF EDMONDS PUBLIC WORKS. 6. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL FIGURE 6-8 (SEE COE STD DTL WA- 160C). 7. ENCLOSURES SHALL BE LOCATED ON PRIVATE PROPERTY. 8. SLEEVE SHALL BE ONE NOMINAL SIZE DIAMETER LARGER THAN PIPE BEING SLEEVED. REVISION DATE HOT BOX ASSEMBLY FOR JANUARY 2018 CITY OF EDMONDS REDUCED PRESSURE BACKFLOW PUBLIC WORKS ASSEMBLY (RPBA AND RPDA} STANDARD DEPARTMENT DETAIL Illm APPROVED BY: R. ENGLISH WA-1 60B CITY OF EDMONDS STANDARD DETAIL SCALE: NTS Li z J � a RESIDENCE Ld a CLEANOUT a r� WITH 45' BEND AND 2' CAP CLEANOUT (MAX) (TYP) _r NOT TO EXCEED 10D' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND z CONCRETE LEVELING COLLAR L1 0 0 12" LOCKING COVER a SEE NOTE 3 12"t r FINISHED GRADE w o END OF PIPER GRIPPER PLUG a (CHERNE 27061 OR APPROVED � a EQ UAL) � U WATER TIGHT CAP 45' RISER LEVELING COLLAR SEE NOTE 4 45' 12" PVC SLEEVE 3- 4" OR 6" SIDE SEWER fi" RISER fi" WYE AND fi" CITY STUB �ENEAL CLEANOUTQETAIL 45' BEND 4" OR fi" -r 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT o w LEVELING COLLAR NOTES: o w SEE NOTE 4 a a ca ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. ':` ^'• 12"t 2, PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 OR APPROVED EQUAL. SLEEVE 6" RISER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: END OF PIPE GRIPPER PLUG (CHERNE 270261 • IN ROADWAYS PER COE STD DWG GU-424 OR APPROVED EQUAL) • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR REVISION DATE CITY OF EDMONDS FEBRUARY 2022 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH SS-200 CITY OF EDMONDS STANDARD DETAIL SENSUS SR2 W/ TRPL REMOTE READ. THE TRPL 24" MIN TEST COCKS SHALL BE INSTALLED ON �(4 REQ'D) SIDE OF VAULT WITH EASY ACCESS FOR METER READING. ENCLOSURE "HOT BOX" OR EQUAL c ENCLOSURE "HOT BOX" ELECTRICAL OUTLET FOR OR CITY APPROVED EQUAL HEAT/FREEZE PROTECTION CONTRACTOR TO INSTALL 18" MIN AND PROVIDE HEAT/FREEZE � RELIEF PROTECTION VALVE PLAN VIEW 3' MIN WHEN VALVE IS FULLY OPEN ELECTRICAL OUTLET FOR RESILIENT SEATED ANCHOR BOLTS HEAT/FREEZE PROTECTION SHUTOFF VALVES CONTRACTOR TO INSTALL (2 REQ'0) PER MANUFACTURER AND PROVIDE HEAT/FREEZE RECOMMENDATIONS PROTECTION 18" MIN- -18" MIN ANCHOR BOLTS PER MANUFACTURER'S e RECOMMENDATIONS 4" DRAIN - MIN 12' MIN - 4' MAX DRAIN TOWARD ON SITE 2" DRAINAGE SYSTEM, NOT FINISH GRADE ` TOWARD ROW d E \\\\\ ■ 36"MIN SUPPORT STEEL 4" MIN SCREW JACK 1/2" EXPANSION JOINT MATERIAL (TYP) CONCRETE SLAB (3000PS) TO OWNER'S ELECTRICAL PANEL W/ 6x6 - W2.9xW2.9 WWF DIRECT BURIAL OR RIGID CONDUIT PER (WELDED WIRE FABRIC) ELECTRICAL PERMIT REQUIREMENTS SIDE VIEW NOTES: 1. APPROVED REDUCED PRESSURE BACKFLOW ASSEMBLY TO LAY HORIZONTAL ONLY, 2, DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. 3. THE WATER LINE SHALL BE DISINFECTED, FLUSHED, AND PRESSURE TESTED PRIOR TO INSTALLING THE BACKFLOW ASSEMBLY. THE BACKFLOW ASSEMBLY SHALL BE PROTECTED FROM FREEZING AND FLOODING. 4. ALL PIPE, VALVES, AND FITTING JOINTS, FROM SUPPLY MAIN, SHALL BE FLANGED AND RESTRAINED. 5. A CITY APPROVED VALVE IS REQUIRED BETWEEN THE SUPPLY MAIN AND THE VAULT. 6. HOT BOX SHALL BE INSTALLED AT PROPERTY LINE OR EASEMENT LINE. 7. HOT BOX SHALL HAVE A MINIMUM OF 3' CLEARANCE FROM ALL STRUCTURES, 8. THE BACKFLOW ASSEMBLY SHALL BE TESTED AFTER INSTALLATION PRIOR TO ACCEPTANCE AND ALSO YEARLY THEREAFTER BY A CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST RESULTS MUST BE SENT TO THE CITY OF EDMONDS WASHINGTON STATE WATER DIVISION. 9. MECHANICALLY RESTRAIN ALL FITTINGS AND JOINTS BETWEEN CITY MAIN AND ASSEMBLY. (ABOVE GROUND INSTALLATION ONLY) _-w*- ;ANAR ON DATE CITY OF EDMONDS REDUCED PRESSURE Y 2a18 BACKFLOW ASSEMBLY PUBLIC WORKS (RPBA) 2.5" AND LARGER DARD DEPARTMENT DETAIL APPROVED PY: R. ENGLISH WA- 162 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4" TIMBER 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 z J LOCKING CLEANOUT COVER w PER COE STD DTL SS-200 J 7 W z oz �af6 Waw ❑ a a 22.5' OR 45' BEND I c r„ LO Of 6" TEST TEE c o m TSLOPE " LATERAL SEWER - 2% MIN TO 509 M6" WYEfi" ROMAC SADDLE / AX SEE NOTES 1 AND 2 -- POSSIBLE 10' 1� SEWER MAIN LOCATIO 22.5' OR 45' BEND 6" TEST TEE 6" TEE POSSIBLE SEWER MAIN LOCATION NOTES: 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 SPRINGLINE. 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 STRONGBACK 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 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 MAY 2418 PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S S- 2 0 2 CITY OF EDMONDS STANDARD DETAIL CONCRETE THRUST BLOCKING PER COE STD DTL WA-150 mi -I_ S MIN (TYP) FLxMJ RSGV (TYP) MJxMJ DI LONG BODY COUPLING 940 STYLE CAST ACP SURFACE IRON VALVE BOX MATCH THICKNESS AND EXTENSION PER COE STD DTL GU-410 z MAIN COUPLING 0 w (D r 4 " __� CONC BRICK SUPPORT UNDISTURBED ■.'a' NUMBER OF BRICKS SOIL . REQUIRED DEPENDS ON (NATIVE) ' ■ • AMOUNT OF OVER EXCAVATION NOTES: 1, BACKFILL SHALL BE PER COE STD DTL GU-4DO. 2, ALL FITTINGS AND PIPE JOINTS MUST BE MECHANICALLY RESTRAINED. tJANUARY ATE CITY OF EDMONDS TYPICAL WATER VALVE 018 CLUSTER CONNECTION PUBLIC WORKS RD DEPARTMENT F.Y- R. ENGLISH 81 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS MAXIMUM DISTANCE BETWEEN SPACERS SHALL BE 10 FEET ON CENTER SEAL BOTH ENDS OF CASING WITH A MANUFACTURED RUBBER SEALING DEVICE [PLACE END SPACER MAXIMUM OF 12" FROM END OF CASING (TYP) L ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL. WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE IN CONTACT WITH THE BELL OF THE JOINT SO THAT THE SPACER PUSHES THE JOINT AND RELIEVES COMPRESSION WITHIN THE JOINT. STEEL PIPE CASING (MILL PIPE) OR DUCTILE IRON USE 2 STAINLESS STEEL HOSE CLAMPS TO SECURE RUBBER SEAL (1 ON CARRIER PIPE AND 1 ON CASING PIPE) CARRIER PIPE (DUCTILE IRON) QASING PA R SEE APPUQVED MATERIALS I T CARRIER PIPE DIAMETER 4" 6" 8" 10" 12" CASING DIAMETER (PUSH -ON JOINT CARRIER PIPE) 10" 12" 14" 16" 20" CASING DIAMETER (MJ/MEGALUG JOINT CARRIER PIPE) 14" 16" 18" 20" 22" STEEL CASING THICKNESS 0.25" 0.25" 1 0.25" 1 0.25" ❑.25" SPACER BAND WIDTH 8" 8" 8" 8" B" • 24" FOR DUCTILE IRON CASING. NOTES: 1. CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE. 2. MINIMUM RUNNER WIDTH SHALL BE 2 INCHES. 3. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE: A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES. B. MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION. 4. STEEL CASING DIAMETERS ARE "OUTSIDE DIAMETER" FOR 16" AND LARGER. 5. SPACER BAND WIDTH SHALL BE 12" FOR CARRIER PIPES THAT ARE 36" DIAMETER OR GREATER. 6. FOR STEEL CASING, PROVIDE SHOP -APPLIED ANTI -CORROSIVE COATING ON CASING EXTERIOR CONFORMING TO AWWA C210. MINIMUM COATING THICKNESS 16 MILS DFT (DO NOT EXCEED MANUFACTURER'S MAXIMUM THICKNESS). PRODUCT SHALL BE EQUAL TO TNEMEC HI -BUILD TNEME-TAR SERIES 46H-413. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT S t . tsl: - :9121&y 12 [ems lbql l:*11Fil I wlI I[a]1l APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL REVISION DATE JANUARY 2018 STANDARD DETAIL GU-430 APPROVED FOR CONSTRUCTION CITY OF EDMONDS W�aAt 10/04/2022 CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 G GUIL 4. o� WAs�r l� F� • 25385 1 STEg 1 s`SIONAL 08131122 1 J Q J Q m m J J J J co Q Q Q Q N J J v�1 Of w Q Q w H H H H z w w H m m m m O > > m m Ln cn cn Ln O V) V) V) W w w w w w w w w w a a a a a d O O r-I r-I N N N N CV cV cV cV cV cV cV cV cV (V f- r-I cV 00 0) r-I 00 lz:3- Ln r-I Q cV cV cV r-I O cV cV cV m 0) cV Ln r-I lz:3- lz:3- 1-0 00 00 CD r-I CD r-I O O O O O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 RESUB Sep 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-1653 LL W co 3:� N I- 0) N Z 0) � /LJJ V W >_ 0) Q 3::� 0 Q Z 0 Q Q N c 0 0 J J Z Ld Q -1p 0 F- F- 0 (D m Q W w CL Q 14)0 N W 0 z L4 SHEET: C4.3 SCALE: NTS SCALE: NTS SCALE: NTS I -T f - W, NE 1 /4) I SE 1 /4, SECTION 31, TOWNSHIP 27 NORTH, �\ \\\l\\\\ \\\\ \ 1262 ` — — — 03 — — — — — — — ——--- ------ RANGE II II ll 425 425 FINISHED GRADE . .STA 12+19 (28' RT) . � . . .... ..... ..... .... . . NEW SSMH . . . . . . . . ..... ..... ... ..... ..... ..... ...... ............ .... ..... ..... ... .RIM:412.50 ...... ..... ..... ... ... IE (8" S): 407.36 ..... ..... ..... ..... ..................... ....... ..... IE(8"N):407.26....... ...... ........... ....... ....... ....... ....... ...... ............... 420 - — - - 420 _ . . . . . STA 12+19 (17' RT) . . . . . . . . . . . . . . . . . EXISTING GRADE . _ SSMH RIM:411.96------- - - - - - - --- - - - - - - --- --------- --------- --------- ' _ IE.(g" S): 406.81 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- -. _ NEW 6" STORM _ .... . PLUG WEST PIPE -TO .... ......................... ..... ..... ..... ..... ..... ..... ..... ..... ....... .. _ 415 - BE ABANDONED NEW 12" - 415 STORM STUB _....................................................................................................... .................. _ _ . . . . . .o . . . . . . . . . . . . . . . . .256'LF - 8" PVC @.2,0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36 LF - 8 PVC @ 6.5/ MIN _ NEW 12 ............. ...................... .... ..... ..... ..... ..... ..... ..... ............ ...... TORM MAIN 410- 410 IE: 408.04 STA 12+02 (317' RT) _ NEW SSMH FOR . _ STA 12+01.(59.RT). . . . . . . . . . . . . . . . . . . . . . . . . . . FUTURE USE BY . . . . . . _ . . . NEW SSIVIH Q ADJACENT LOT . . . . . . . . . . . _ I . RIM: 418.5 ..3 . . . . . . . . . . . . . . . . . . . . . . . . . . R.IM: 420,25 . CASING INSTALLATION FOR 405 - IE (10 SW): 409.8 IE (8" N): 414.92 405 . . . . . . . . . . 8" SEWER UNDER WALL _ . . . . . . . . . . . . . I.E (8, S):.409.8. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING 6" WA MAIN (IE IE (8" NE): 409.7 - 45 LF -.8" PVC @. . . . BASED ON POTHOLING) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - .1,0%(SLOPETO. .. ............. ............. ..... ..... ..... ..... ..... ..... ..... ..... ..... ...... EXISTING IE AT CROSSING SS IE: 407.06 _ MANHOLE)` TOP: 407.73 (4" SEPARATION'- PROVIDEETHAFOAM'220'PAD AT'CRO'SSING) ' ' 400 - 400 SEWER PROFILE SCALE: HORIZ: 1" = 20', VERT: 1" = 5' ° N / a a I o o a o 0 0 / ❑❑ 0 ❑❑ / M �/M �M ❑�—vn� o� a� _ I �� I �JI`dW 2I31`dM IJ „ZZ I I I G �7 I Q I/ Q Q �L—�/ -- FL----- I M Q M G i i / / NIVN U31VM ICI „ZT 450 450 STA 9+14 (52' RT) 4"x4" TEE EXISTING GRADE (MJxFL), STA 9+14 (51' RT) RETAIN] NGWALL •FOOTING • • • • • • • z_ w • • • • • • • • • • • • • • • • - 4" *DIP 90' BEND (RJ) . . . . . . . . PER.STRUCTURAL . . . . . . . . . > . . . . . ___ BTM FTG: 440.50 0 _ 445 STA 9+01 (52' RT) ni _- FINISHED GRADE - 445 STA 8+92 (57' RT) N _ _ _ - _ - . _ ....... ............. .... . . . . . . . . . r - - - - - - - - - - - - - - - - - - \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - .-.------------------- ------------------------------------� _ 440 - — T 440 _ .STA 7+11 (58' RT) _ . . . . . . . 5".DIP 90° BEND (MJ). . . . _ STA 8+95 (52' RT), STA 8+95 (57' RT) . . . . . . . . . STA9+14 (34' RT) . . . . . . . . . . . . . . . .(2) 6" DIP 90° BENDS.(RJ). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ 435 - (2) 4 LF - 12" DI SPOOLS - 435 _ (2) LONG BODY COUPLINGS (MJxMJ.) . 6" DI WATER SERVICE. (2) 12" GVS (FLxMJ) . ADJACENTTO RETAINING - . . . . . . . . . . . . (1) 12"x4" TEE'(ALL FL) . . . . . . . . . . . . . . . . . . . . . . . . . . . WALL, -RUN T AWAY FROM. . . . . . . . . _ . . . . . . . . . . . . (1) 4" GV (FL)(MJ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . FOOTING .. . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . 18 LF 4 DIP SERVICE LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . WA TOP: 440.0 _ 430 - 3" WATER METER INSIDE 577-LA VAULT WA IE: 439.50 FL ADAPTER PER DTL IN WATER VAULT - 430 (SERVICE LINE TO METER TO BE MECH. RESTRAINED JOINT) (1) 4"x4" TEE (MJxFL) 18 LF 4" DIP BYPASS AROUND METER (1) 6"x4" REDUCER (1) 6" GV (FLxRJ) 206 LF - 6" DIP DOMESTIC SERVICE LINE TO UTILITY ROOM WATER PROFILE SCALE: HORIZ: 1" = 20', VERT: 1" = 5' 4 EAST, W . M . KI APPROVED FOR CONSTRUCTION CITY OF EDMONDS W�aAt 10/04/2022 CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 7 cl GUILT 4. of WAs�. F� • 25385 �p Is 1 s`SIONAL 08/ 3l / 22 J Q J Q Q Z m can w m w Q m Q m m W H J Q H m N J Q H m N J Q H m N J Q H m N d U U) oC z C7 7 Of z (7 7 v) H v) HI,- w O 2 m H m H m H m H w w w w w w w w w w O O ri ri N N N N N N N N N N N N N N F- r-1 N 00 m r1 00 lzt Ln ri Q N N N r-1 O N N N M m N Ln r-1 Itt l0 00 00 O r-1 O r-1 O O O O O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 RESUB Sep 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N BLD2021-1653 LA I LL. /'0 L^^� CL 3: N I- rn N Li Z 0 N W 01 Q Q Z Lf 0 Z W J p 0 CL w)o Q Q N W SHEET: C4.4 NE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. O C I w z_ J 577 LA VAULT FOR a- WATER METER O ELEV:441.0 of CL r ELEV 434.0 FINISHED GRADE EXISTING GRADE ELEV 438.0'.q� TOP NAIL ELEV 435.0' 0 rn m ELEV 431.1'.,jj� WATER METER CROSS SECTION SCALE: 1" = 5' NOTE: *DISTANCES AND COVER CONDITIONS DETERMINED BY POTHOLE. T-9" TO CURB 2'-0" T-0" 4'-0" 1-i w —i > - w N 0 N > u m 0 U 436.66 1 / / 12" DI STORM 436.11 435.56 439.83 440.25 439.75 440.30 o Lu c. 0 437.75 12" DI STORM Lu > IE: 436.65 j ETHAFOAM 220 TOP WA: 436.33� @ CROSSING WATER SERVICE CONNECTION PROFILE SCALE: 1" = 2' 435.93 --` I WA: 436.05 J 4" DI DOMESTIC SERVICE SEE TOP: 435.72 2/C4.4 FOR FULL PROFILE GAS MAIN J 4" GV 435.94 12" Cl WA MAIN TURN INTO WATER METER PER C4.1 NOTE: *DISTANCES AND COVER 7' 6" CONDITIONS DETERMINED BY POTHOLE. TO CURB 4'-0" T-0" 4'-0" 437.95 438.0 434.75 c o LU > in > N 0 lY1 N U > o u 12" DI STORM I cc Lu > U \I / IE: 434.13 j f ETHAFOAM 220 @ CROSSING TOP WA: 433.80 �! 12" DI STORM 6" DI SERVICE 6" GV 12" Cl WA MAIN FIRE SERVICE CONNECTION PROFILE SCALE: 1" = 2' T-9" TO CURB 2'-3" 7-3" 120' ANGLE CLEAR OF UTILITIES BOLT FOR NUT WRENCH TO MILL IN EZ-VALVE - w m NOTE: \\��N w >0 N O � *DISTANCES AND COVER CONDITIONS DETERMINED BY POTHOLE. / 1 1 12" DI STORM 12" Cl WA MAIN EZ VALVE INSTALL SCALE: 1" = 2' I WA: 433.80 TOP: 433.33 J GAS MAIN TO BUILDING FIRE RISER ROOM ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Cs GUIL 4�' WAs�, l� F� 25385 �1 STEg 1 s`SIONAL 081 W 22 1 J Q J Q Q m m J Q J Q J Q J Q m N J J Q W (n OfQ Z w w H m m m cG O > > m m cn cn cn va oC oC to cn w c� O V) V V—) W w w w w w w w w w a O O rI rI N N N N N N N N N N N N N N > F Q rl N N N 00 N 0) rl O 00 N � N Ln N rl m OU rl \ 0) \ N \ Ln \ rl \ lz:3- \ lz:3- \ LD \ 00 \ 00 O rl O rl O O O O O Y Q DESIGN: TAF GAS MAIN DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 APPROVED FOR CONSTRUCTION CITY OF EDMONDS W�a-o-t 10/04/2022 CITY ENGINEERING DIVISION RESUB Sep 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT r n V I BLD2021-1653 W Lj— Of CL Of W I- 0) N W Ld (y) 0000 () W >- Ol � Q 0 Q � � Z a- 0 Q = 0 � O Z W J p 0 F- 0 cD :m Q w CL M o z Q N W L4 SHEET: C405 SDMH RIM=435.62 NO MID i / SSMHIIM NO /D I / S/ 74- - - y / / 1 NEW CONCRETE CURB / C5.3 AND GUTTER CB M=4J IE 2" DI(I / I 12" DI(! SDMH RIM=439.20 / / / B=437.61 NO MID / / / / IE " DI(NE)=43 applicant shall repair/replace all damage to utilities or frontage iprovements in City right-of-wa(y r city standards that is causV or curs during the permitted ect. I / / I / / I / / '4v \\ CB RIM= 41 7� 44 . CANOPY ABOVE \ ENTRY / w / CB RIM 442.16 IE 12 DINE)=4 .16 ° � v l•� /j 2 NEW CONCRETE 3 / C5. SIDEWALK JAY ° =44 .4-4 SITE AND STREET IMPROVEMENT PLAN SCALE: 1" = 20' NE 1 /4, SE DRAIN M E / WATER LINE GAS I LINE 1 \ otiP / q I \ / NE CONCRETI AND C -) NEW CURB RAMP 7 1 /4, SECTION 31, / I I I nn�n�Trn rr�i^� in�r WOOD F� CE END D.1 '(S). I EASEMENT (NOT IN RECORD) CHAIN FINK FENCE/ START IIN 0.1 '(S) OF PROPERTY LINE. I 'LEASE NOTE- DISRUPTION FEES SHALL ACCRUE PER DAY )F LANE, PARKING, AND/OR SIDEWALK CLOSURE LOT 7 I TOWNSHIP 27 NORTH, RANGE PAINTED CENTERLINE SIDEWALK SHALL BE HELD HIGH THROUGH j IIHAC 199b I � � i 4 EAST, W . M. SITE AND STREET IMPROVEMENT PLAN NOTES: 1. SUBGRADE MUST BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY FOR ALL STREET IMPROVEMENTS. 2. A RIGHT-OF-WAY (ROW) PERMIT IS REQUIRED PRIOR TO ANY USE OF AND/OR WORK IN THE PUBLIC ROW OR REAL PROPERTY OWNED BY THE CITY. 3. ALL TRAFFIC CONTROL DEVICES, SIGNING, STRIPING AND OTHER PAVEMENT DELINEATION SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 4. WHEN TRENCHING THROUGH EXISTING PAVEMENT, THE OPEN CUT SHALL BE A NEAT LINE MADE BY SAW CUTTING A CONTINUOUS LINE. SAW CUTTING WILL BE REQUIRED UNLESS THE CUT IS MADE PRIOR TO RECONSTRUCTION OR AN OVERLAY. - I / T 5. PERMANENT PAVEMENT PATCH SHALL BE AS SPECIFIED ON DETAIL 2. 7. WHERE TRENCH EXCAVATION EQUALS OR EXCEEDS A DEPTH OF FOUR FEET, THE DEVELOPER/CONTRACTOR SHALL PROVIDE, CONSTRUCT, MAINTAIN, AND D BRA DISK REMOVE, AS REQUIRED, SAFETY SYSTEMS THAT MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, RCW 49.17, INCLUDING J ITH PA EMENT. WAC 296-155. THE TRENCH SAFETY SYSTEMS SHALL BE DESIGNED BY A QUALIFIED PERSON, AND MEET ACCEPTED ENGINEERING REQUIREMENTS (SEE WAC D7-? _-_ _ _ -rl I 296-155-660). _ t 8. THE DEVELOPER/CONTRACTOR SHALL FURNISH, INSTALL, AND OPERATE ALL NECESSARY EQUIPMENT TO KEEP EXCAVATIONS ABOVE THE FOUNDATION LEVEL FREE __ / I FROM WATER DURING CONSTRUCTION, AND SHALL DEWATER AND DISPOSE OF THE WATER SO AS NOT TO CAUSE INJURY TO PUBLIC OR PRIVATE PROPERTY OR / NUISANCE TO THE PUBLIC. SUFFICIENT PUMPING EQUIPMENT IN GOOD WORKING CONDITION SHALL BE AVAILABLE AT ALL TIMES FOR ALL EMERGENCIES, I SD-�� INCLUDING POWER OUTAGE, AND SHALL HAVE AVAILABLE AT ALL TIMES COMPETENT WORKMEN FOR THE OPERATION OF THE PUMPING EQUIPMENT. 9. COMPACTION TESTS SHALL BE PERFORMED TO ENSURE ADEQUATE COMPACTION ON ALL LIFTS. ALL COMPACTION TESTS SHALL BE CONDUCTED BY A LICENSED �ZASPHALT TESTING LABORATORY AT THE EXPENSE OF THE DEVELOPER/CONTRACTOR. SEE SECTION 3-9.4 OF THESE SPECIFICATIONS. �BANSIT N _ I_ 00' I 10. ROOF SHALL BE COATED WITH AN INERT, NON -LEACHABLE ENAMEL COATING. \ I I I --------- \ I J I LOT � Li ED �30 V �r / __-_--L----------- CHAIN LINK FENCE I ` 1.0'(S) OF SET CORNER. I 20 0 10 20 ]a 40 11. WSDOT ROAD RESTORATION GUIDELINES SHALL BE FOLLOWED FOR UTILITY WORK IN HWY 99. FULL CONCRETE PANEL REPLACEMENT IS REQUIRED IF CUTTING INTO EXISTING PANELS. 12. CITY PARKS DEPARTMENT SHALL INSPECT ROOT BALL OF TREE PRIOR TO TREE PLANTING - 425.771.0230. 13. RESTRIPE PAINTED CENTERLINE(S) AND FOGLINE(S) AS NEEDED PRIOR TO PROJECT COMPLETION. 14. ANY VAULTS OR UNDERGROUND RETENTION WILL NEED TO MEET OR EXCEED HS20 STANDARDS FOR A POINT LOAD OF 45,000 LBS. PAVING LEGEND NEW ASPHALT OVERLAY EXISTING ASPHALT/UTILITY SAWCUT NEW CONCRETE FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2" EDGES SHALL BE TACKED NEATLY PER PG 58H-22 WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 do 5) 1' APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 1' SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. in IMPORT &4CKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2, SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM ❑ 1557, 3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. REVISION DATE � TYPICAL HMA AND APRIL 2a21 CITY OF EDMONDS UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 41 Lj CITY OF EDMONDS STANDARD DETAIL J SCALE: NTS \/ ASPHALT CONCRETE WEARING COURSE N HMA CLASS 1/2" PG 64-22 (WSDOT STD SPEC 9-02.1(4)) 0 in 6 000 OCO 000 OCO 000 000 000 0 00 0.0 00 0.0 00 0, 0 00 a Oro 00 oro 00 oro 00 oro 00 oO0 00 000 00 0.069 069 11=1 11=1 11=1 I I-III-III=1 11=1 1=1 M I M I I- I I M M CRUSHED SURFACING BASE COURSE (WSDOT STD SPEC 9-03.9(3)) SUITABLE NATIVE MATERIAL FILL; TOP 12" COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION USING AASHTO T-180 (ASTM D1557). UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED TYPICAL PAVEMENT SECTION SCALE: 1" = V-0" APPROVED FOR CONSTRUCTION CITY OF EDMONDS 10/04/2022 a)5�_t . CITY ENGINEERING DIVISION O C I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI LL 4, of WA$�j ct' E� • 25385 �Q 1 STEg i 0 08/ 31 / 22 J Q J Q Q m m J J J J m Q Q Q Q N J J (n w Q Q LLn CC z w w H m m m m > > > 5 w wm m Ln Ln Ln va oC oC to Ln w c� can W w w w w w w w w w O O r-I r-I N N N N N N N N N N N N N N W I- rl N 00 M rl 00 1z:3- Ln r_-I Q N N N r-I O N N N M M N Ln r\-I 1z:3- 1z:3- 1-0 00 00 O cH O r-I O O O O O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 RESUB Sep 01 202:�--- CITY OF EDMONDS DEVELOPMENT SERVIC DEPARTMENT W BLD2021-16a: W O 0:L IL V / F- N W Q I- O) N W W Z 0) 00 Of w >_ a) 0 Q /F V-- / Q C Z Q � = N 7 Z Q 0 0 J o Z 0 W Z 0 cD :2 F- Q z Q N Ld (,/) SHEET: C5.1 NE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. O C I 6 1/2' 2' MINIMUM SAWCUT R =1/2" 5 1/2" SEE NOTE 10 1" HMA DEPTH SHALL BE 4' FOR RESIDENTIAL ROADS " R=1" AND 6" FOR ARTERIALS AND a COLLECTORS 4 ° 0.05 FT/FTSEE NOTE 12 �y d r 4 d eo a R=1 da 4 v y a d e a n 2" OF 5/8" 18' STANDARD 6' CSTC OR CSBC PER WSDOT MINUS CSTC SEE NOTE 11 STD SPEC 9-03.9(3) SEE NOTE 13 STANDARD TYPE "A" CURBIGUTTER (NOT TO SCALE) NOTES: 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED EVERY 10 FEET. 5. FULL DEPTH EXPANSION JOINTS SHALL HAVE 1/2" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. 7, FINISH SHALL BE LIGHT BROOM. B. CURB AND GUTTER SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION JOINT TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED WHEN EXISTING PAVEMENT WOULD ABUT NEW CURB/GUTTER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY C17Y ENGINEER. REFER TO CITY STANDARD CONCRETE CURB AND GUTTER DETAIL TR-520. 12. FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PEP WSDOT STANDARD SPECIFICATION 5-04.3(4) APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 13, CSTC SHALL BE INSTALLED UNDER HMA WHEN HMA SAWCUT IS REQUIRED. CSBC SHALL BE INSTALLED UNDER HMA WHEN FULL ROAD RECONSTRUCTION IS REQUIRED. 14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY. REVISION DATE VERTICAL APRIL 2021 CITY OF EDMONDS CONCRETE CURB PUBLIC WORKS AND GUTTER STANDARD DEPARTMENT DETAIL es t 1$9� APPROVED BY: R. ENGLISH T R- 5 Z D CITY OF EDMONDS STANDARD DETAIL SCALE: NTS TRANSITION DRIVEWAY WIDTH STANDARD 1 /2" PANEL 11 FULL DEPTH CONCRETE EXPANSION JOINT SIDEWALK (TYP) SEE COE STD DTL TR-531 x � W z 2vjj N z I- / r a6 \ 0 3 PLANTER i /- a PLANTER -\. w y w - DRIVEWAY APPROACH CONCRETE CURB ¢ AND GUTTER, SEE INE FLOWL8 0 3 SIDE SLOPE (TYP) COE STD DTL SLOPE AS NEEDED TR-520 TO MATCH PLANTER DRIVEWAY APPROACH GRADES DRIVEWAY APPROACH WIDTH VARIES 5' MIN 8'-12' 2' MIN 7 SAWCUT $ 7 �2% MAX - SLOPE � Jf/��47 II jn _ ❑ ROUNDING 6" CONCRETE DRIVEWAY APPROACH 2" 5/8" MINUS CSTC COMPACTED SUBGRADE 10 SEQTIQN A -A NOTES: 0 CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2 CONCRETE SHALL BE CLASS 3000. 3 FINISH SHALL BE LIGHT BROOM. G) FULL DEPTH 1/2" THRU EXPANSION JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT. MAXIMUM EXPANSION JOINT SPACING IS 10' CENTER TO CENTER. WHERE DRIVEWAY WIDTH IS LESS THAN 20'. EXPANSION SHALL BE PLACED AT CENTER OF DRIVEWAY. DRIVEWAY WIDTHS TO BE CONSISTENT WITH CITY STD DTL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE ADJACENT RAMPS. A MINIMUM 4' RAMP TO BE INSTALLED UNLESS APPROVED OTHERWISE BY CITY ENGINEER. 0FULLDEPTH 0 1/2" EXPANSION JOINT REQUIRED BETWEEN CURB AND DRIVEWAY APPROACH. IG) MAINTAIN 1/2" LIP AT GUTTER ADJACENT TO DRIVEWAY APPROACH. IG) 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. 10 SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 11 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. REVISION DATE DRIVEWAY APPROACH JANUARY 2018 CITY OF EDMONDS TYPE III PUBLIC WORKS STANDARD DEPARTMENT DETAIL. s t ,$ g'� APPROVED BY: R. ENGLISH T R- 5 4 3 CITY OF EDMONDS STANDARD DETAIL 1/2" FULL DEPTH 10' EXPANSION JOINT DUMMY JOINT 4 a y ❑ Q LI q - • I b. G d d 4 4 q a ❑ a d' 4 n ° u $ a d C n _ a ] d q 10' O.C- 5' O.C. (NOT TO SCALE) 1' 5' MIN MIN. 2% MAX FULL DEPTH 1/2" EXPANSION CURB/GUTTER JOINT MATERIAL !1" SEE COE STD 2% MAX Z•� DTL TR-520 �2•� n 1/2" R° o a 4 4 1/2" R ❑ d 4 4 N I I "-2" MIN 5/8" MINUS CSTC ON t SEE NOTES 4 & 5 NATIVE SUBGRADE BEARING SOIL SEE NOTE 9 z NOTES: (NOT TO SCALE) 1/8" TO 1/4" 1, CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. 1,/2 3. FINISH SHALL BE LIGHT BROOM. DUMMY JOINT 4. SIDEWALK THICKNESS SHALL BE 4". (NO' TO SCALE) 5. SIDEWALK THICKNESS AT DRIVEWAYS AND DRIVEWAY TRANSITIONS SHALL BE 6'. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK, 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. NATIVE SUBGRADE BEARING SOIL AND CSTC SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES AND JOINTS SHALL HAVE 1/2' RADIUS REVISION DATE 4� APRIL 2021 CITY OF EDMONDS CONCRETE SIDEWALK _ PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs f 1$ 9(� APPROVED BY: R. ENGLISH T R - 5 3 1 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS NOTES: TREE GRATE SHALL BE URBAN ACCESSORIES MODEL KIVA 3'x3' OR DIVALENT. TREE GRATE FRAME 5 LL BE URBAN ACCESSORIES M0 L TYPE "S" OR EQUIVALENT. 2. SLOTS GRATE SHALL B£ NO GREATER HAN 1/2" IN ONE DIRECTION. 3. HOLES (SODA DR ROUND}, SHALL Go 'cc BE NO GREAT£ THAN 1 /2" IN ,n DIAMETER. I I 4. WITH ELONGATED OP INGS, LONG DIMENSIONS SHOULD PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. 5. ROOT BARRIER SHALL BE 24 DEEP AND SHALL BE MADE OF BIO-BARRIER TRIFLURALIN, AS OT CONTROL CHEMICAL OR APPROVE EQUAL. 6. BACKFILL SOIL FINAL GRADE SHALL NOT BE HIGHER THAN THE TREE ROOT FLARE, ROOT FLARE SHALL BE SET 3" BELOW THE TOP OF GRATE. DECIDUOUS TREE PLANTING TREE GUARD (OPTIONAL) FINISH GRADE CONCRETE PAVEMENT N IF HARDPAN, NATIVE OIL MUST BE SCARIFIED t3'-5/8" 0�0 �N Z, 1D��°�o� §Q�I��d%��o / ADA STANDAR D TREE GRATE (SEE NOTES 1-4) FINISH GRADE CONCRETE PAVEMENT 24" DEPTH APPROVED ROOT BARRIER MATERIAL WRAPPED ENTIRELY AROUND SIDES OF PLANT PIT. SEE NOTE 5. r3" SEE NOTE 6 ' I \" COMPACT BGRADE TO 95% (TY BACKFILL SOIL 12' DEPTH LIGHTLY OMPACTED 3-WAY PLANTING S01 -REMOVE ROOT BALL WRAP OR WIRE BASKET TY OF EDMONDS TREE GRATE PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL ISION DATE A IL 2019 STAN RO D ETA! TR-55 PARALLEL A PARALLEL CURB RAMP PARALLEL B WSDOT STANDARD PLAN F-40.12-03 http://www.wsdot.wo.gov/publications/fullte)(t/Standards/english/PDF/f40.12-03-e.pdf COMBINATION CURB RAMP WSDQT STANDARD PLAN F-4.14-03 http://www.wsdot.wa.gov/publications/fulltext/Standards/english/PDF/f40,14-03-e.pdf PERPENDICULAR A PERPENDICULAR B PERPENDICULAR CURB RAMP WSDOT STANDARD PLAN F-40.15-43 http://www.wsdot.wa.gov/publications/fulltext/Standards/english/PDF/f40.15-03-e.pdf 3 SINGLE DIRECTION A SINGLE DIRECTION A (MOD) SINGLE DIRECTION CURB RAMP WSDOT STANDARD PLAN F-40.16-03 http://www,wsdot.wo.gov/publications/fulltext/Standards/english/PDF/f4O.1 6-03-e.pdf NOTES: USE WSDOT DETAILS FOR HORIZONTAL LAYOUT, SLOPE, DETECTABLE WARNING SURFACE PLACEMENT, USE COE STD DTL TR-531 FOR ALL OTHER SPECIFICATIONS. n SEE WSDOT DETECTABLE WARNING SURFACE STANDARD PLAN F-45.10-02 FOR DETECTABLE WARNING SURFACE INSTALLATION ON ALL RAMP TYPES MUST INCLUDE A MIN. 4'X4' STREET LEVEL LANDING (MAX 2% SLOPE ALL DIRECTIONS). REVISION DATE MARCH 2O19 CITY OF EDMONDS CURB RAMPS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH T R - 5 40 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CD Y a a 0 z I W z W o: � U z Y a a 0 ca � to o C> u� 2" M� IN W1 A 2 STROKE I PAINTED STRIPING 0 0 a z 0 - 4" PERIMETER STRIPING (TO BE 6" OFFSET FROM CURB OR EDGE OF PAVEMENT 1I NO PARKING K ANY TIME FIRE LANE ■ THE USE OF SIGNS REQUIRES FIRE MARSHAL APPROVAL NOTES: LJ FIRE LANE MUST MEET ALL MINIMUM CITY OF EDMONDS DRIVEWAY/ACCESS STANDARDS AND SOUTH SNOHOMISH COUNTY REGIONAL FIRE AUTHORITY'S (SSCRFA) FIRE LANE STANDARD. FIRE LANE SHALL MAINTAIN AN UNOBSTRUCTED MINIMUM WIDTH OF 20' UNLESS APPROVED BY THE FIRE MARSHAL. �3 FIRE LANE TO BE ASPHALT OR APPROVED EQUIVALENT. �4 FIRE LANE SHALL MAINTAIN AN UNOBSTRUCTED MINIMUM VERTICAL CLEARANCE OF 13.5'. FIRE LANE SHALL NOT HAVE A GRADE EXCEEDING 12% UNLESS APPROVED BY SSCRFA. PAINTED STRIPING SHALL BE YELLOW IN COLOR. L'J REFER ALSO TO CITY OF EDMONDS AND SSCRFA FIRE LANE STANDARD FOR CIRCULATION AND TURN-AROUNDS. REV SION DATE FIRE LANE SPECIFICATIONS JANUARY 2018 CITY OF EDMONDS (MULTI -FAMILY AND PUBLIC WORKS COMMERCIAL) STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH TR - 567 CITY OF EDMONDS STANDARD DETAIL z U Q PROPOSED 0 1� BUILDING EDGE 0 I0 50.00' a RIGHT OF WAY 1.50' MIN REQ'D 2.00' 5.70' PROVIDED CURB & GUTTER ACTIVITY ZONE 42.00' I 5.50' 7.00' STREETSCAPE PEDESTRIAN ZONE ZONE 5.00' 0.70' NEW I WALL BY LANDSCAPE OTHERS STRIP 1.50 42.00' v v 0 0 L=1=1 I=1 I=1 I=� I -III=1 I - -III-III=III=III=III--"'- o o•;o =III= e p,o. III . i; III GAS MAIN 4" FTG 6" DI WA LINE, DRAIN 2' MIN FROM 1.00, FOOTING, IE: 439.50 I HWY 99 ROW SECTION SCALE: 1" = 5' 50.00' RIGHT OF WAY 2.00' CURB & GUTTER 5.50' STREETSCAPE ZONE 5.00' NEW LANDSCAPE STRIP 1.5% 1 Lu z J PROPOSED 0-1 w BUILDING EDGE m O I� I 1 9.50' PEDESTRIAN ZONE I HWY 99 ROW SECTION SCALE: 1" = 5' 1.00, 2.00' ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 G GUIL 4. o� WAs�r l� o I I ' M F' AO 25 - 1 STEg 1 s`SIONAL 08/31/22 J Q J H ~ H CIO m m J Q J Q J Q J Q CD V)Lu J Q J Q H- H- Ln CC Lu L z W Lu H m m m [CI J O > > m m Ln Ln Ln Ln Lu Lu ::) ::) CC Lu Lu Lu Lu oC oC Ln Ln Lei C� / O cn v1 v1 I= I= 2 c� / LL1 Lu Lu Lei Lei Lu Lei Lei Lei Lu Q 0 0 0- 0- 0 0- 0- 0- d ACTIVITY ZONE O O r-i r-I N N N N N TO BUILDING W�� N N N N N N N N N / � Q r-I N N N 00 N Cil r-1 r-I O 00 N � N LIB N r-I rn N m Ln r\-I lz:3- lz:3- l\O 00 00 O r-I O r-I 0 0 0 0 0 Y Q DESIGN: TAF I1=1 I1=1 I1=1 I -III-III=III � 11=1 11=1 11=1 I JII=III=III DRAWN: ATD CHECK: JPU IIIIIIIIIIIIIIIIIIII JOB NO: 20261.20 DATE: 09/21 /2020 Streetscape shall be z landscape with trees, no grate ~ Lu o_ O 30. ' 1a RIGHT F WAY 1.5 ' CURB GUTTER 13.50' 5.00 7.50' STREETSCAPE PEDESTRIAN ZONE ZONE TREE f�ES- 1.5% 236TH ROW SECTION SCALE: 1" = 5' APPROVED FOR CONSTRUCTION CITY OF EDMONDS W�aAt 10/04/2022 CITY ENGINEERING DIVISION RESUB Sep 01 202+--- CITY OF EDMONDS DEVELOPMENT SERVIC DEPARTMENT LIJ BLD2021-16a: LIJ 0 0:L N I- o� N Z Cy) 0 �W LL W 0) Q /� � V Q = 0 Q N 0 Q V / J 0 Z _ J 0 0 W E- 0 csD m W w Q N W (/) 0 z W SHEET: C5.2 SCALE: NTS SCALE: NTS SEE LANDSCAPE DRAWINGS FOR PLANTING DETAILS SCALE: NTS NE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. O C I IV x 6'-03W 31r PREMOLDED JOINT FILLER S -IrR. FACE,OF CENTERLINE OF FRAME CURB 3 GRATE - SEE NOTE 2 I 7 -1011r .r d 7r2• 13' 61 1. 0-M SLOPE THE GUTTER PAN DONM TO 1. R. MATCH THE RECTANGULAR FRAME ROADYIMIY SLOPE • ° 3" RECESS 1C�- R J TOP OF D 11. � C 1�. I D l+ROACWY . D • a' D - n � D D • D D D D e •c 4 _ EEGTM ( Ili f r r x B-03W r 0 Fs S-0•R S-0•R. � A � RECTANGULAR FRAME AND GRATE - NOT GUTTER PAN INCLUDED IN CURB AND GUTTER BID ITEM PLAN VIEW CATCH BASIN GUTTER PAN VARIES T-If - 7-10112' 61ir 1• FACE OF CURB 11R" R. 1• R. MATCH ROADVIdAY D SLOPE tr •• D 1•R 112'R _ TOP OF ROADWAY D a D a D D 7 ADJUSTMENT SECTION - NOT INCLUDED IN CURB AND GUTTER BID ITEM DRAINAGE STRUCTURE - NOT INCLUDED IN CURB AND GUTTER BID ITEM WSDOT STANDARD DETAIL SCALE: NTS SECTM ( 6-WR- CEMENT CONCRETE CURB AND GUTTER NOTES 1- The intent of this design is to facilitate the compaction of Hot Mix Asphalt pavement adjacent to a drainage structure. 2 The centerline of the drainage structure may differ from the centerline of the frame and grate. V -a I _'T I I I I I I I I - I I I I I I I � � l i � i *O TRIC VIEW I I 1�- ALSO SEE APPROVED DOCUMENT "EDMONDS LIGHT STD PLANS" L �, 24055 �4 ■8 f?T ST84 s1ONAL EX ES JULY 27, 2001 CEMENT CONCRETE CURB AND [GUTTER PAN STANDARD PLAN F-10.16-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICA70H Kevin J. Dayton Kevin STAG"' "CIIGIMEEI[ 0Aa rwWOW I rm SwM O.porw iv of lronw*M0%*n 3/16" WIDE BEAD. 1 /8" HIGH MONUMENT J FRAME AND COVER 7_7/8- MATCH EXISTING ACP DEPTH MONUMENT FRAME AND COVER�I (MIN DEPTH 2-) r- i. 3/4" iv P . 5-7 B• �� 6" OF 1-1/4" CSTC I• i , i r' COMPACTED SUBGRADE a 4" MIN STEEL CASING I L 11 I I. I STEEL CASING N +f❑ I 1 �J i N EAST JORDAN � 3690C COVER U i 369OZ FRAME f Id`K1Q' AKIN #3 REBAR OR CITY APPROVED EQUAL I 4 I'k CONCRETE + L MONUMENT 6' MIN _ 1 STANDARD CASED CONCRETE MONUMENT t;APRIL SION DATE STREET MONUMENT 2021 CITY OF EDMONDS AN❑ CASE PUBLIC WORKS NDARD DEPARTMENT DETAIL es f Ig,9� APPROVED BY: R. ENGLISH T R — 51 6 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS See Sheet 2.1 for notes on monument disturbance. APPROVED FOR CONSTRUCTION CITY OF EDMONDS W�V,-,-At 10/04/2022 CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Cs GUIL WASH, l 25385 1 STEg i �`SIONAL 08/ 31 / 22 J Q J Q Q m m J J J J m Q Q Q Q v�1 Q Q w H H H H z w w H m m m m mm�NNN,,, U002��0-2222 LLJ w w w w w w w w w O O r-I r-I N N N N N N N N N N N N N N W I— r-I N 00 0) r-I 00 1z:3- Ln r-I Q N N N r-I O N N N r r1 0) N Ln r\-I 1z:3- 1z:3- 1-0 00 OU O r-I O r-I O O O O O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20261.20 DATE: 09/21 /2020 RESUB Sep 01 202:�--- CITY OF EDMONDS DEVELOPMENT SERVIC DEPARTMENT LJJ BLD2021-16a: L.L. 0 IL F- N L.L. I— O) N LLJ zrnoDo of w>- a) H' < = 0 CL < Z V) = V) p Q J 0 z J 0 0 LLJ 0 F— W o QNW V)0 Z SHEET: C5E3