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APPROVED ENG-Civil_Plan+4.23.2021_1.21.35_PM+216142976TH AVE NW 1/4, NW 1/4, SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. TOWNHOMES 7528 215TH ST SW EDMONDS, WA 98026 APPLICANT CDA & PIRSCHER ARCHITECTS 23114 100TH AVE W EDMONDS, WA 98020 206.368.9668 CONTACT: MICHAEL DEMARCO OWNER KEITH FORDE 1209 N 47TH ST SEATTLE, WA 98103 206.604.8770 GENERAL NOTES CONSULTANTS ARCHITECT CDA & PIRSCHER ARCHITECTS 23114 100TH AVE W EDMONDS, WA 98020 206.368.9668 CONTACT: MICHAEL DEMARCO CIVIL ENGINEER CG ENGINEERING 250 4TH AVE S, SUITE 200 EDMONDS, WA 98020 425.778.8500 FAX 778.5536 CONTACT: JARED UNDERBRINK SOIL/GEOTECH ENGINEER ZIPPER GEO ASSOCIATES 19023 36TH AVE W, SUITE D LYNNWOOD, WA 98036 425.582.9928 STRUCTURAL ENGINEER SURVEYOR CG ENGINEERING CHRISTENSEN VAN MOURIK, PLLC 250 4TH AVE S, SUITE 200 18520 23RD DR SE EDMONDS, WA 98020 BOTHELL, WA 98012 425.778.8500 FAX 778.5536 206.713.6939 CONTACT: MIKE MAECHLER, PE, SE 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 2018 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES 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. UTI LITI ES WATER/SEWER/STORM CITY OF EDMONDS 121 5TH AVE N EDMONDS, WA 98020 425.771.0241 POWER SNOHOMISH COUNTY PUD PO BOX 1107 EVERETT, WA 98206 425.783.1000 GAS PUGET SOUND ENERGY PO BOX 91269 BELLEVUE, WA 1.888.225.5773 CABLE & TELEPHONE COMCAST 15815 25TH AVE W LYNNWOOD, WA 877.824.2288 LEGAL DESCRIPTION FIRE LOT 16, LUSCHEN'S TRACTS DIVISION NO FIRE DISTRICT ONE 2, ACCORDING TO THE PLAT THEREOF 12425 MERIDIAN AVE RECORDED IN VOLUME 17 OF PLATS, EVERETT, WA 98208 PAGE 21, RECORDS OF SNOHOMISH 425.551.1200 COUNTY, STATE OF WASHINGTON. HAUL ROUTE FROM SITE: RIGHT ONTO 76TH AVE W, RIGHT ON 212TH ST SW, RIGHT ON HWY 99, LEFT ON 220TH ST SW TO 1-5 TO SITE: WEST ON 220TH ST SW, RIGHT ON 76TH AVE W, RIGHT ON 215TH ST SW DATUM NAVD 88 24.THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. 41. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. 42. CONSISTENT WITH ECDC 18.80.060, DRIVEWAY SLOPES SHALL NOT EXCEED 14% SLOPE. 43. THE CITY'S PUBLIC WORKS OPERATIONS AND MAINTENANCE DEPARTMENT TO FABRICATE FIRE/AID ADDRESS SIGN AND/OR STREET ADDRESS SIGN. THE CONTRACTOR/OWNER SHALL CONTACT THE ENGINEERING DIVISION BY EMAIL AT ENGINEERINGPERMITS@EDMONDSWA.GOV TWO WEEKS IN ADVANCE OF THE REQUESTED SIGN FABRICATION. A SIGN FABRICATION FEE WILL BE COLLECTED PRIOR TO PERMIT ISSUANCE. FIRE/AID ADDRESS SIGNS ARE $75 PER SIGN. STREET ADDRESS SIGNS ARE $175 PER SIGN. CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROLNOTES. 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. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. CAUTION! l ALL BUORE YOU BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT Q THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 SHEET INDEX C1.1 COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL & DEMO PLAN & DETAILS C3.1 GRADING & DRAINAGE PLAN & DETAILS C4.1 I WATER & SEWER PLAN & DETAILS C5.1 SITE & STREET IMPROVEMENT PLAN & DETAILS C5.2 SITE & STREET IMPROVEMENT DETAILS C5.3 TRAFFIC CONTROL PLAN & DETAILS Edmonds Park 213th PI SW D T 215th St SW 2151h St S;'V Aldercrest & Rehab C ©Swedish Edmonds Campus Puget 5;f VICINITY MAP NTS = PROJECT SITE LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE - - - - ABN ABANDONED MIN MINIMUM ADJACENT PROPERTY LINE - - - - - - BLDG BUILDING BOTTOM OF WALL MJ MECHANICAL JOINT CENTERLINE BOW MON MONUMENT CLEARING LIMITS - CENTERLINE NTS NOT TO SCALE SILT FENCE X X X X CB CATCH BASIN OC ON CENTER CONTOUR LINE - - - - -100 - - - - - 00 CMP CORRUGATED METAL PIPE PC POINT OF CURVATURE FENCE CO CLEANOUT PI POINT OF INTERSECTION SANITARY SEWER LINE - -SS - - -SS SSSS- CONC CONCRETE PIV POST INDICATOR VALVE MANHOLE O © CONST CONSTRUCTION It PROPERTY LINE STORM DRAIN MAIN - - SD - - - SD SDSD- 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 ROOF DRAIN FOOTING DRAIN - - - R - - - R - - - R - -R-R DDCVA PVI POINT OF VERTICAL INTERSECTION PAVEMENT - - - F - - - F - - - F - F F DI PVMT PRESSURE LINE CATCH BASIN (TYPE 1) - P - - - P - - - P - P P DIA DIAMETER DUCTILE IRON PIPE PVT POINT OF VERTICAL TANG. ❑ ■ DIP R RADIUS CATCH BASIN (TYPE 2) EA EACH REINF REINFORCEMENT CLEANOUT o ® EJ EXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE �� �� ELEV ELEVATION RET RETAINING GRADE BREAK - - - - - - - EOP EDGE OF PAVEMENT RT RIGHT STORM DRAIN SURFACE SWALE EX EXISTING SD DRAINAGE ARROW FDC FIRE DEPT. CONNECTION SECT SECTION STORM DRAIN MANHOLE WATER LINE - - WA- - - WA WA- WA- FIFE FINISHED FLOOR ELEVATION SDMH WATER METER ® Is FH FIRE HYDRANT FLANGE SIM SIMILAR SQUARE FIRE HYDRANT �yl *00� FL SQ FDC V i • FT GV FEET/FOOT SS SANITARY SEWER PIV O GATE VALVE SSMH SANITARY SEWER MANHOLE GATE VALVE g Z HP HIGH POINT STA STATION TEE , I, HT HEIGHT STD STANDARD 90' BEND ID INSIDE DIAMETER STL STEEL THRUST BLOCKING o LJ ° a - IE L LCPE LF INVERT ELEVATION TB THRUST BLOCK CAP CONCRETE PAVEMENT ASPHALT PAVEMENT LENGTH/LINE LINED CORRUGATED POLYETHYLENE PIPE TOC TOP OF CURB TOP OF WALL TOP ELEVATION ° ° a TOW TOP LINEAL FOOT CRUSHED SURFACING ROCKERY LP LT LOW POINT LEFT TYP TYPICAL VC VERTICAL CURVE SPOT ELEVATION f 20.0 f 20.0 MAX MAXIMUM W/ WITH TELEPHONE LINE - - - T - - - T - - - T - -T-T MECH MECHANICAL WM WATER METER POWER LINE - - - E - - - E - - - E - -E-E MH MANHOLE GAS LINE --- G - -- G - -- G- G SIGN r_1 BLD2021-0020 APPLIES WITH APPLICABLE CITY STORMWATER CODE APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/19/2021 BY: CITY ENGINEERING DIVISION O 61 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUILL of WASJ� � - r A5�t�]ON 04/ 09/ 2021 w w w J J J J�1�1�1<<a O O O - - - a n-C1. 2 2 2 N N N m m m z LU LU LUcf� � � � CID cr_ H H H w w w _ w w w C) CL U U U a- d r- r- r- 00 O rH rH LJ I- O w w u1 O N M Q N N r-I O O N M N M r_ M O 0 0 r_� 0 0 0 0 Y Q DESIGN: TAF DRAWN: JCS CHECK: JPU JOB NO: 17206.20 DATE: 07/20/ 1 7 RESUB 4/28/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z Li N Q� N 00 I- Z11.-rn w0 N Q �..d Z O F- �/ LLI ` N Q i Q N 0 O Z W W H O > Z c0 N Ln M 0 0 Ld w W, ��w UCD SHEET: NW 1 /4, NW 1 /4, SECTION 29, LA GAS S SDSu SD ��S�GAS�GAS'GAS-GASH / / \ GAS�,..GAS� \ / \ \ \ \ GAS T�GAS- C B I/TYP E 1 �� \', �� C B T `\\P E 1 \\ - I 3 RIMI = 406.9Q ', 11 RIM =\ 405.03 ', I E=;405. 40 1 �"RCP \� I E= 403� 33 12"kP E " W E & W, TEMPCB TYPE 1 S$ M H 7 NETOROTECTIONRARY , TY SIN4 15TH�"_)`T SW= I R/i M 408 9 RIM 410.02 , ` I VTR CH A EL , IE=407.92 1 RCP / REMOVE CB'S AND I I � 399. STORM LINES RELOCATE POWER / POLE (SEE C5.1) r MAINTAIN E ISTING SIDEWALKS AND CIL RBS AS MUCH AS POSSIBLE DURING CONSTRUCTION. KEED OPEN EXCEPT AS NEED D FOR SPECIFIC CONSTR CTION ACTIVITIES. cooRbINATE CLOSURE TIMES \(VI CITY \ I \ \ \ I \ Q Ce \\ a \\� N�i1I o E� OR / / / / S W \ W W / \\ II ) 7 W / W / W i 1 OHP -� --- -_---- - \ - _ -OHP \\ REMOVE 80. OWHT POLE OR APPROX LOCATION OF °tiA I I I EXIST WATER METER AND ' SERVICE TO BE CAPPED; I 1 APP X O O C WATER SERVICE -LINE I y6F E IDE S MUST BE DISCONNECTED I T TOAPP TPL\ I AT METER DURING I� / \\ \ I I CONSTRUCTION. INSTALL oyo N / / �� \ 1 I "� A HOSE BIB WITH AN AVB \ EM VE / AT THE METER -DURING / I EES I CONSTRUCTION UNTIL I -f� THE METER IS REPLACED I I O O C WITH THE NEW WATER Q / N 18 I 1 1 1 METERS I I I \ o I I1 O �C `\10" Fly \\ \ STOCKPILE LOCATION (IF NEEDED) KEEP COVERE O�O� PER DOE BMP C125 / \\\ 12" F'I \ SNO PUD TO REMOVE \ % OVERHEAD POWER TOWNSHIP27 NORTH, RANGE 4 EAST, W.M. EXCEPT WHERE FINISHED SLOPES EXCEED 33%; SLOPES EXCEEDING 33% SHALL BE STABILIZED PER DIRECITON OF ENGINEERING OF RECORD TEMPORARY EROSION CONTROL PLAN NOTES: TREE PROTECTION NOTES: 1. ALL DISTURBED PERVIOUS SURFACES SHALL BE AMENDED TO MEET DOE BMP T5.13. 1. THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. 2. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING WATER SERVICE AND SIDE SEWER. SD \ \ 2. THE APPLICANT SHALL ERECT AND MAINTAIN ROPE BARRIERS ON THE DRIP LINE OR PLACE BALES OF sD 1 3. CUT AND CAP EXISTING UTILITIES. HAY TO PROTECT ROOTS. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER \ 1 EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. \ 1 \'-GASGAS�GAS 1 4. THE SEWER LINE CAP (AT THE PROPERTY LINE) IS REQUIRED TO BE INSPECTED BY THE CITY. CALL J , CB -fi-GAs TY E 1 1 ��� �7� n��n �vT ��� Schedule all Inspections On MyBUIIdingPermlt.Com. 3. IF THE GRADE LEVEL ADJOINING A RETAINING TREE IS TO BE RAISED OR LOWERED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS R M = 402155 \1 5. CONTACT THE CITY WATER DEPARTMENT REGARDING WATER METER PROTECTION OR REMOVAL.CALL WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. 40b. 35 �� 1 \ 12 R'PP \I aJC 779 rn�n CVT �1047 Schedule all inspections on MyBuildingPermit.com. 4. THE APPLICANT MAY NOT INSTALL GROUND -LEVEL IMPERVIOUS SURFACE MATERIAL WITHIN THE E Q CX 11 W , 6. FILTER SOCKS SHALL BE INSTALLED IN ALL EXISTING AND PROPOSED (AS THEY ARE MADE OPERABLE) AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. 1 INLETS ON -SITE, IN PROPOSED INLETS IN THE RIGHT-OF-WAY, AND ANY CATCH BASINS DOWNSTREAM O 1 \ FROM THE CONSTRUCTION SITE. 5. THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (A) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (B) AN AREA 1 7. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS AROUND THE TREE EQUAL TO ONE FOOT IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER. - STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. S i-.-F CC, BENCH 6. THE APPLICANT MAY PRUNE BRANCHES AND ROOTS AND WATER AS HORTICULTURALLY / APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. E j:SVsluzED 407.87' / / ONSTRUCTION ENTRANCE / I , 2" x 2" WOOD/STEEL SS / U' REPLACED PER SS ss / I j PLAN ON C3.1 OHP 1 OHP / \ I I \ I \ x I 4' I1 R OWNER/CON I KAU FOR IS RESPONSIBLE FOR EROSION CONITROL AND DRAINAGE I REMOVE TREE I I / I / CONNECTION I 3 \ / - I 12" FI 1 '/ REMOVE TREES C\ I I I ' , DEMO HOUSE X X x \ & WALKWAYS I // X' I `\ / I 3 \\\ \✓ / I 17 100 ALL DISTURBED SOILS SHALL BE / COMPOST AMENDED PER CITY OF \ I r- EDMONDS STANDARD DETAIL SD-642 OR \ I / APPROVED EQUAL. w I LIMITS OF CLEARING & / x , I� I GRADING. INSTALL HIGH VISIBILITY FENCE I / 3 I / PLACE TREE PROTECTION (/ FENCING AROUND TREE . II DRIPLINES TO THE X. I OQ MAXIMUM EXTENTS PRP�CTICABLE. SEE TREE 1 PROTECTION NOTES I I I / I 2 INSTALL FILTER I\\ REMOVE \ \/� \ I j I 1 II SIDEWALK TO BE ' III - FABRIC FENCE III \\ N TREES REPLACED SEE C5.1 26" FIR X. I I I \ \ X X X. I ... \ I I I REMOVE TREE / I � � TEMPORARY EROSION CONTROL AND DEMO PLAN SCALE: 1" = 10' 26" FIRCE /• �/ � I\ � 1\; I III I / I / 88°02701 "W 80.00 / X - - - /� /- ���)GAS G / / ��T� i �/77j ' X X / X - / AS OAS / AS_ G p� AS } --Z��- ;t_UGP GP 10 0 5 10 20 FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS of WIRE MESH FENCE TO SUPPORT FILTERFABRIC I `BURY BOTTOM OF FILTER iD MATERIAL 8" TO 12" 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN --.r- REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED Bi R. ENGLISH ER-900 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS FILTER SOCK WITH OVER FLOW HOLES (n'P) CATCH BASIN NOTES: CATCH BASIN 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. .� REVISION DATE CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL 77 ^un APPROVED BY R. ENGLISH ER-902 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS _LS 4 TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 10 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. ��02O�TATTBCC DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT S1ZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN _.9- REVISION DATE STABILIZED CONSTRUCTION JANUARY 2018 CITY OF EDMONDS ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DETAIL nIF'ROVED By R. ENGLISH E R- 9 0 1 CITY OF EDMONDS STANDARD DE T AiL SCALE: NTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS 5/19/2021 DATE: BY. CITY ENGINEERING DIVISION O 61 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI. Z4 Q, 1VA� ti� o � ` jONAL 04/09/2021 J J J ~ < O O O a- C~C G C~C G CC N N CIO w w w _ w w w = :2 2 :2 V) w w O O O = w = w = w 12 CL U U U CL CL 0- I� r- r- 00 O rI ci 1- O 00 00 Lli O N M Q N N r-I O c-I r-H O C) \ \ \ \ \ \ \ I- Ol O N M N 1;* 1010 0 0 0 0 Y Q DESIGN: TAF DRAWN: JCS CHFCK: JPU JOB NO: 17206.20 DATE: 07/20/ 1 7 BLD2021-0020 RESUB 4/28/2021 J CITY OF EDMONDS Q J DEVELOPMENT SERVICES DEPARTMEINQ� Z W 0 0 0 0 Z Z 0Q L.IJ Z 12 0 3:: N /O/'�// LL Q N 00 W J Z O N Q � �� /., W Q N 0 0 0 Z H 00 N O :2 � � cD Lo 10 W Z w �¢ �r-...w I-Q LU SHEET: C2ml NW 1 /4, NW 1 /4, SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 0 a nk a 0 \ 3 GAS \ - GAASSD -v Su SD SD \ SD GA \ \ S�S-GAS-GAS� \ \ \ S-GAS'GAS \ \ \ 1 �GAS-GAS TGAS� \ 1 \ \ \ \ XS1 GAS'GAS ' \ GAS H CB TYOE 1 -GAS_ R I',M = 40 2 � 5 5 '1 I E= 40b. 35 12>> R'�P 11 E & 1\W 1 1 S�MH � , 'I \ S$ = 408 /79 215TH e,T S W SITE/BENCH \`/ 1 �/TR CH ANJV EL ELET : = 405.87' 1 49// 15 LF ^ RAMP '-- 1 I ------- - - - - - - - - - - - -- TO DRIVEWAY -- --- ----- - - - - - - - - - TIE FOOTING DRAIN / g oo8 ° i' DOWNSTREAM OF °°°°° �4 ° 408079 I DETENTION wl w 40 .06 24 DIP @ 0.5% 0 r 4----- ° 407.11 0 / OH OHP - OHP 1 / 0 _ - I 407.14 2 406.36 405. - `` \ a 1 405.25 16 LF - 12" PVC @ 0.5% W Ne TOC 4Uu./4 ° 412.5 ° a j FTG IE: �� TOC 405.75 412. 7 / 3 412.0 a 4 / ROOF IE:� 402.00 ROOF IE: BOC 405.25 a 404.6 1 k N402.8 6" VERTICAL �i [40 3 --- _ R F I N CURB � 4 - ° 407.E ACCEPTABLE TIGHTLINE 404.95 / 41.1.11 a ROOF & FOOTING 6" YARD DRAIN 1� IE: 401.74 MATERIAL: r / a 1 .48 a ClENTRY DRAINS 405.05 1,�. I SDR35 / I e2 RIM:403.4 0 , TOC405.75 SCH40 W3111.77 4 1 410.0--1Fa(,6" S): 403.4 o BOC 405.25 N-12 1 09.9 18 LF -V' PVC @ FTG DRN F810 HANCOR 4� II a \ 6.1% LL TOV17� < 6 \ 1 GARAGE ENTRY i ( ■ 407 �1404.0 8 aI w�11 \ I 7 SEE C5.1 FOR LOT0 I 35 LF - 2' MAX C5. / 64- LINE LENGTHS AND 5 % HEIG5.1 I WALL. SEE NONING E 3 a LIGHTWELL BEARINGS, BLDG 3 a \ w(D 3 408.0 SETBACK LINES, 40 0 4 CC r- GRADE BREAK CATCH BASIN SCHEDULE MARK TYPE RIM ELEV INV ELEV NOTES 12" (E) = 400.47 TYPE 1 405.0 12" (W) = 400.57 REPLACE EXISTING 12" (S) = 400.57 12" (N) = 400.65 54" TYPE II 405.17 24" (S) = 400.65 EEZI 24 (N & E) = 400.65 54" TYPE II 404.69 8" (NW) = 401.53 SOLID LID 4 6" (W) = 402.10 TYPE 1 404.60 8" (N) = 401.69 - 8" (S) = 401.59 6" (N) = 402.31 TYPE 1 404.88 8" (S) = 402.21 © 4" AREA 409.80 4 (E)-S198-95 TYPICAL AT (6) LOCATIONS; DRAIN TIE INTO ROOF DRAINS 408.80 4" AREA 408.0 4" (E) = 407.0 TYPICAL AT (4) LOCATIONS; DRAIN TIE INTO ROOF DRAINS 4" DIA PERFORATED PVC PIPE WITH 6" OF 1" MINUS GRAVEL 8" MIN FROM WOOD. ALL AROUND, WRAPPED IN SEE STRUCTURAL DRAWINGS NON -WOVEN GEOTEXTILE FABRIC, SLOPE AT 0.5% MIN. TURN DOWN PERFORATIONS AS SHOWN FINISHED GRADE 6 DOWNSPOUT TIGHTLINE TO a a I �- CONVEYANCE SYSTEM @ 0.5% MIN. PLACE NEXT TO FOOTING DRAIN OR AS SHOWN ON GRADING & DRAINAGE PLAN 1 I 1 a 4 (CONTRACTOR MAY LOCATE ON EITHER SIDE OF FOOTING DRAIN) O ° ° O 0 0 ° OOOOO a ° a a 0 °O0 O o O� Oa ° LINE OF MAX EXCAVATION. o 0 ° a. a IF SOIL IS OVEREXCAVATED, O O OOo OO ° ° a a a 4 REPLACE WITH LEAN MIX O O CONCRETE AND LOT AREAS MAXIMUM DRIVEWAY SLOPE 00 Q ALLOWED 14% FOOTING w(D� _ _ _ _ // - - -- -- ___I TW O406.5 BOW 405.25 4 \ TO I LL LIGHTWELL GARAGE ENTRY / OG 407.5 \� N 11. 1 408.0 405.0 4-UNIT TOWN HOM / a �I ,{9 408.02 a 1 BLDG FFE: 405.0 - . @ ^ 60VY40 II i� U a 2 U a N �0(5408.05 ° ° w�� a Maintain a minimum 404.90 LL 00 408.14 0 9 of 3' horizontal LL 4 .80 2 i O O- 3 ° ° 4Cr 4 1 5 i // separation between v N I TOW 406.5 BO 0 411. w a the water and the dry �' I OG 408.5 TOC ENTRY �IlltleS. 411.5 4 _410.0 ./ LL 4.8C 4u6.b4 � � I 4 I - - - - 404 77- / ° S RO / // N TOC 405.5 3 / 4 00 0 / BOC 405.0 / K I (411.5 / 404.70 ( ( j 408.57 / 4 LLJ TO - GARAGE ENTRY I 11. 6 405.0 3 LF 24 "0 N-12 / I DETENTION PIPE, / � w0� I LIGHTWELL j LL � I I TYP d 408.0 ROOF IE: 3 � ° � � a / 402.14 e I I I o ( I 408.1 I _6J.E ^ 8" PVC an_L0% 404.66 -=' TOC 405.5 1 BOC 405.0 '\ 0 \ / 3 / /3A 408.44 I 1 1 LIGHTWELL GARAGE ENTRY ` 6" VERTICAL ICu 408.0 405.0 404.72 CURB r7L) ^08.51 4 \ LL 3 410.65 - TOW 408.55 II -----409.4- I `6 j 404.80 - BOW 405.5 II OG 408.75 ROOF IE: / ROOF IE: 404.28 An248 6" YARD DRAIN II 1409.95 / / RIM:408.5 TOC al If\ \\ IE (6"N):407.0 I 410.5 ° 1 410.57 ENTRY-i� :K/�F7 /F F F 1\, 408.58 410 0 \ v \ \ I 1 \ I \ \ 1 GRADING AND DRAINAGE PLAN I I TOW 409.75 I� ; I I BOW 405.5 TOW 409.5 ' \ I /OG 409.7 BOW 4055.0 \ 1 I 405.92OG �I 3 GAS I N87°57' S 89 GAS - - SAS GAS $ A GAS S UGP - - UGP,- UGK SCALE: 1" = 10' 10 I I I a 0 5 10 20 Z 1 1 FOOTING AN_DR OOF DRAT N SECTION SCALE: NTS d a c 0.5' MIN a FREEBOARD OVERFLOW I E - 402 65 STD LOCKING MH FRAME & COVER MARKED "DRAIN" LU e d tla ; o O a NEW/REPLACED IMPERVIOUS AREAS: ROOF: 3,924 SQ FT WALKWAYS: 236 SQ FT DRIVEWAY: 2,190 SQ FT ROW SIDEWALK: 1,360 SQ FT ROW ROAD: 806 SQ FT TOTAL 8,517 SQ FT GRADING AND DRAINAGE PLAN NOTES: 1. A MINIMUM OF T HORIZONTAL SEPARATION AND 1' VERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER AND STORM, AND A MINIMUM OF 5HORIZONTAL SEPARATION AND V VERTICAL SEPARATION FROM ANY CITY OWNED LINES. 2. YARD DRAINS SHALL BE 9" x 9" NDS CB (PART #900) OR APPROVED EQUAL. YARD DRAINS TO HAVE A SOLID BASE. 3. TOW AND BOW REFER TO FINISHED GRADE AT THE TOP AND BOTTOM OF THE RETAINING WALL, RESPECTIVELY. OG REFERS TO ORIGINAL GRADE, PRIOR TO CONSTRUCTION. SEE 8/C5.2 FOR ADDITIONAL DETAIL 4. SHOP DRAWINGS FOR DETENTION PIPE SHALL VERIFY PIPE CAN ACCOMMODATE 72,000 LB GROSS VEHICLE WEIGHT AND 43,200 LB POINT LOAD FOR FIRE TRUCK AT PIPE COVER DEPICTED ON PLANS (2' MIN). 5. ROCKERY FOOTING DRAINS NEAR THE LIGHT WELLS ARE TO TIE INTO THE BUILDING FOOTING DRAINS. 6. IF THE RIM TO INVERT ELEVATION EXCEEDS 5-FEET THEN A TYPE II MANHOLE WILL BE REQUIRED. 7. ALL PIPE SHALL BE HAVE A MINIMUM OF 2' OF COVER UNDER DRIVABLE SURFACES AND V OF COVER UNDER LANDSCAPE AREAS. PAVING LEGEND NEW ASPHALT OVERLAY EXISTING ASPHALT/UTILITY SAWCUT NEW CONCRETE RETAINING WALL NOTE: TOW AND BOW REFER TO FINISHED GRADE AT THE TOP AND BOTTOM OF THE RETAINING WALL, RESPECTIVELY. OG REFERS TO ORIGINAL GRADE, PRIOR TO CONSTRUCTION. SEE STRUCTURAL PLANS FOR ACTUAL WALL SPECS. FINISHED GRADE ELEV = 402.65 a° / 3 LF - 24" N-12 / \ I 1 CONNECTOR BETWEEN PIPES 3 LF - 24" N-12 I I CONNECTOR 1 i BETWEEN PIPES 12"0 PVC FLOW �/ z CONTROL ASSEMBLY - NOTES: 0 1. RESTRICTOR ORIFICES TO BE SHOP RESTRICTOR PLATE c r DRILLED, SHARP EDGED. W/ 0.5"0 ORIFICE 2TYPE . IF RIM TO INVERT EXCEEDS 5, A ' II CB WILL BE REQUIRED. FLOW CONTROL STRUCTURE WITH DETENTION TANK - SECTION SCALE: NTS GRADING QUANTITIES TOTAL EXCAVATION (CUT) - 1,150 CU YDS TOTAL EMBANKMENT (FILL) - 50 CU YDS TOTAL 1,200 CU YDS THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. The City of Edmonds does not review, approve, issue permits for, or inspect rockeries. Approval of these plans or inspection and approval of the work included in these plans does not constitute City approval of rockeries. Construction of rockeries is prohibited within the City of Edmonds under certin circumstances and in certin situations per ECDC 18.40.020. 6gi]1Ul1U7 ELEV = 402.65 LADDER PER CUE STD GU-423 e C5.2 / 1 I DETENTION TANK I E = 400.65 54"0 TYPE II CB (BEYOND) APPROVED FOR CONSTRUCTION CITY OF EDMONDS 5/19/2021 DATE: BY. CITY ENGINEERING DIVISION r � J ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUILr 4 pF WAs� , I AL _ 25385 P1' �.�' yjONAL 04/09/2021 J < J < J a J O O O ~ ~ ~ Z N N N m m m O m w w w _ w w w = :22 :2= = = U) L� w 0 0 0 w w w 0 d U U U GL GL 0- Li I- O 00 00 Ln O N M Q f-4 fV O O M O N M N� O O O O O O Q DESIGN: TAF DRAWN: JCS CHECK: JPU JOB NO: 17206.20 DATE: 07/20/ 1 7 BLD2021-0020 RESUB 4/28/2021 I DEVELOPMENT I I SERVICES DEPARTMENT �W V Q Z Q N �/� V I N LIJ V) 1 Q Q 0 = N 0 o 0 LLI Z 0 Z 0 o`r'Q Q N Z Q N Z ID Z _ 00 0 Q J F'_ ^N� W L J 0 w a r--, r-�-Lu (DC SHEET: C3ml NW 1 /4, NW 1 /4, SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. O C I VATI a M Is 0 Li 3 GAS AS- SD -- SD Sp SD \ \ \ GAS&S GAS -GAS- �' \ SD 1 / --GAS- GAS-GAS-GAS \ \ \ ��GAS- GAS --GASH \ 1 �S GAS�GAS- 1 C B TYPE 1 GAS-i-GASH R I',M = 4 0 2 5 5 '1 1 SSM H _1� 53"T' RIM = 408.79 215TH SW SITE BENCH CTR CHANNEL ELEV: 405.87' = �9( �9 I J/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TIES BY OTHERS, - - - - - __ ------ ----- ---------- /� ° VERIFY L ON --- o oo° ° ....... / , oo o' ° 4) 1.5" COPPER NE SIDE SEWER CON ECTION W/ ss / ° ° w S E LINES W/ 1" 2 R MAC SADDLE; IE = 97.89± A WATE TERS / OHP _ CHIP 4 ° I ° DHIP 16 LF ^ 6" PVC @ 2.0% MINA r _ �8 .0_0 _ 3 I I I - I I I /" o� EXIST SEWE I SSCO W/ 12" CAST IRON Qo� N CAPPED I ( Ln406 LAMPHOLE COVER & 1/2" We A-1 I �� o HEXBOLTS IE = 398.75 /I I W PR POSED SHARED ° W a UT LITY EASEME I 3 I ----- - FOOTING DRAINS NOT TO BE TIED INTO I 3/4" IRRIGATION METER & DETENTION SYSTEM a I 1 I SERVICE W/ BACKFLOW 3 ' DEVICE PER LANDSCAPE 4 3/ I w`�~ I If a new tap is requj.r�d for ' 4 I i a the irrigation meter l additional fees are / required. 4" SIDE SEWER \� I `^ ° @ 2.0% MIN SSCO I = 401.5 a- w� O II BL FFE: 405.0 INN Maintain a minimum I o o I n° CONCEPTUAL 0CATION w�~ j / 3' horizontal 4" SIDE SEWER CO 0 FOR DRY U ILITIES BY U O / eparation between @ 2.0%MIN > O Z OTHERS. M NTAIN 3' ° I ci Zvi SEPARATI DN FROM 1 ° I wc� ° I / the water and the dry SSCO I = 401.5 o� WATER SERV CE LINES. 3 i / 3 / / 3 3 I I \ I \ \ to =R AND SEWER PLAN z /utilities. i LL J w (D \ a M ° W \I all v) �I I LLJ j SSCO I E = 401.5 acy) n w4" SIDE SEWER L0 I @ 2.0% MIN ° 0 I l ° � w� o ti I � N ° - I / w(DI. / SSCO I E = 401.5 \ \� I \\ w(D 4" SIDE SEWER @ 2.0% MIN / a \� I I --------- - PROPOSED SHARED UTILITY EASEMENT ° I Lz, I I I 1 1 1 1 1 1 1 1 1 O I I I I I I I I I I GAS -(}AS GAS GAS �� O g�/� `' S A - GAS'GAS - UGP -'-� UGP/�--__- SSCO I E = 401.0 SCALE: 1" = 10' 10 I� I I I I I I I I I I I I I I I I I III I I I I I a 0 5 10 20 PROPERTY LINE O R.O.W. FINISHED GRADE I i METFj BY ER SUPPLIED i I ITY a I I BALL VALVE I A V G Li 1 B DIRECTION __ OF FLOW A J I WATER D MAIN F MATERIAL LIST: OA ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING OB 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) OC DUAL PURPOSE UNION OD MIPT X CTS COMPRESSION FITTING BALL VALVE CURB STOP EQUAL TO FORD B84-4440 FOR 1" OE WHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD V874-15W-11-44 WHEN PLACING NEW SERVICES_ USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44 O 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S © IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID HO FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT 10 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE JO SCHEDULE 4D 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING O WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) LO PROPERTY OWNER RESPONSIBLE FCR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS MO BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. 3/4"-1" REVISION DATE � CITY OF EDMONDS AUGUST 2019 WATER SERVICE PUBLIC WORKS INSTALLATION STANDARD DEPARTMENT DETAIL? Fs} 189" APPROVED B R. ENGLIS-I WA- 130 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS J Z RESIDENCE 0- 0 CLEANOUT as Ln WITH 45' BEND AND 2' I CAP CLEANOUT (MAX) (TYR) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND z CONCRETE LEVELING COLLAR UJ a 0 12" LOCKING COVER a SEE NOTE 3 12"t FNISHED GRADE w 3o END OF PIPER GRIPPER PLUG \ \ \ ¢ (CHERNE 27061 OR APPROVED CE �_ EQUAL) rWATER TIGHT CAP RISER LEVELING COLLAR 45' SEE NOTE 4 / 45' 12" PVC SLEEVE / 6" RISER 4" OR 6" SIDE SEINER 6" WYE AND r 6" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND I/ 4" OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL 3 z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT LEVELING COLLAR NOTES: Z ao N SEE NOTE 4 a a ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. r 12"t 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED SLEEVE EQUAL. 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 OR APPROVED EQUAL) IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" UNDER ASPHALT OR CONCRETE DEEP CCNCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR -9 REVISION DATE CITY OF EDMONDS SEWER CLEANOUT DETAILS JANUARY 2018 rt� PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY R. ENGLISH SS-200 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS WATER AND SEWER PLAN NOTES: 1. CLEANOUTS PER DETAIL 4 AND SIDE SEWER LATERALS PER DETAIL 5. 2. CITY WILL TV SEWER MAIN PRIOR TO FINAL ACCEPTANCE. 3. A MINIMUM OF 3' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER AND STORM, AND A MINIMUM OF 5' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION FROM ANY CITY OWNED LINES. 4. A MINIMUM OF 10' OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND SEWER LINES. O O q® TOP VIEW TEST COCKS W/ PVC PLUGS (4 REQ'D) RESILIENT SEATED SHUTOFF VALVES (2 REO'D) V MIN 12" CLEARANCES AROUND 12" MIN �QMTE GR IT DRAINAGE BACKFLOW PREVENTER - ALL SIDES, TOP AND BOTTOM 5MAX W/ APPROVED AIR GAP GROUND/FLOOR NOTES: SIDE VIEW APPROVED REDUCED PRESSURE BACKFLOW ASSEMBLY TO LAY HORIZONTAL ONLY. 2. DESIGNED FOR BACK SIPHONAGE AND BACK PRESSURE. 3. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACKFLOW PREVENTER. 4. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING. 5. MUST BE ACCESSIBLE. 6. MUST BE PROTECTED FROM FREEZING CONDITIONS. 7. THE BACKFLOW ASSEMBLY SHALL BE A STATE APPROVED MODEL. 8. A PLUMBING PERMIT IS REQUIRED - PLEASE CONTACT DEVELOPMENT SERVICES DEPARTMENT. 9. MUST BE TESTED AFTER INSTALLATION AND YEARLY THEREAFTER BY WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST RESULTS MUST BE SENT TO THE CITY OF EDMONDS WATER DIVISION. (ABOVE GROUND INSTALLATION ONLY) REVISION DATE CITY OF EDMONDS REDUCED PRESSURE JANUARY 20,8 BACKFLOW ASSEMBLY 2" PUBLIC WORKS AND SMALLER (RPBA) STANDARD DEPARTMENT DETAIL L <si 189,3 - R. ENGLISH WA- 160A 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 a LOCKING CLEANOUT COVER PER COE STD DTL SS-200 a w <v,cv.cv,cv2v Z�w J w O? _Z ��_aG WaW Oa 22.5' OR 45' BEND a a 0 6" TEST TEE a 0 m 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX 6" WYE/6" ROMAC SADDLE SEE NOTES 1 AND 2 POSSIBLE 10' SEWER MAIN LOCATION 22.5' OR 45' BEND 6" TEST TEE 6" TEE POSSIBLE SEWER MAIN NOTES: LOCATION 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE 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 2018 STANDARD PUBLIC WORKS DEPARTMENT DETAIL Fs} 159� SS-202 APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS 5/19/2021 DATE: BY: CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 �c, GUILL WAs�r cif nASL S l s j0NAL 04/09/2021 N N LnF.- J J ___J J O O O F.- � F< C~C C~C C~C Z w w m m COw O m � v�,zzz��� H H F w w w w w w LLB w 0 0 0 w w w d U U U a a a- I� r- r- QO O r-1 r-i LLJ c-I r -1 F- O W W Ln O N M Q N N r-i O r-i r-i 0 I_ M O N M N1;* 0 0 r-i 01010 0 Y Q DESIGN: TAF DRAWN: JCS CHECK: JPU JOB NO: 17206.20 DATE: 07/20/ 1 7 RESUB 4/28/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (n J `Q 1 W 0 V) 0 W Z U) Q 0 U) 0 00 Q Q O ~ Z Q CL LIJ L0 (n Q N 0 0:� 0:� Z Lj W 00 O H W N '^ M Q W w I� I� LLI �j (/) Z v SHEET: C4.1 BLD2021-0020 NW 1 /4, NW 1 /4, SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. r � J I 3 -Ha \ SGAS��S'GAS- GAS�GAS-GAS_ / I � I I r 1 1 1 ASPHALT OV�RLAY 1 I i 1 / I I 009 I I a 01,P / STREET TREES PER LANDSCAPE PLANS W 3 r \ / ROCKERY, S CC TYP- ENGINEERING ` ` so 11 250 4TH AVE. S., SUITE 200 <.\ EDMONDS, WASHINGTON 98020 --GASSID AS�GAS 1 =-GAS- PHONE (425) 778-8500 1 GAS�GAS�_GAS� C B TYPE 1 , G FAX (425) 778-5536 111 1 R1',M = 4021155 IRB, GUTTER 3 14 40b. 35 12 R�-,F 1 iIDEWALK - 1 1 1 24' WIDE DRIVEWAY ENTRANCE. PAINT CURB YELLOW 5' WEST TRANSITION DOWN T 22' WIDE, 2 DRIVEWAY APPROACH AT PROPERTY LINE. M INTAIN 221' %Rq \Pq� TOy oR,( PR"""�Op'��7,",4411,POF wlOTH OFO �N\ 10 0 5 10 20 2' MIN SAWCUT 5-1/2" SEE NOTE 10 R=1/2'� HMA 4" OR MATCH EXISTING, WHICHEVER IS GREATER 1- BATTER R=1" SEE NOTE 12 0.0` 5 FT/FT a m 4•-5/a•J 18" STANDARD I 6"-5/B" MINUS CSTC SEE NOTE 11 MINUS CSTC r STANDARD TYPE "A" CURB/GUTTER (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. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 12. ALL VERTICAL EDGES SHALL BE TACKED. REVISION DATE CITY OF EDMONDS CONCRETE CURB JANUARY 2018 - AND GUTTER r PUBLIC WORKS STANDARL DEPARTMENT APPROVED BY R. ENGLISH T R- 5 2 0 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS r----------------------1 NOTES I 4'-0"MIN - A I 4'-0"MIN.- A SEE CONTRACT PLANS SEE CCNTRACT PLANS 1. At marked crosswalks, the connection between the landing and the 318- EXPANSION PEDESTRIAN CURB - I 3/8' (IN) EXPANSION roadwaymust be contained within the width Of the crosswalk markings. JOINT (TYP.) -SEE 'OSEENNOTE 9 JOINT (TYP-) -SEE PEDESTRIAN CURB - g STANDARD PLAN F•30.10 I STANDARD PLAN F-30.10 LANDING SEE NOTE 8 2. Where "GRADE BREAK" is called out, the entire length of the grade LANDING L -, break between the two adjacent surface planes shall be flush. SIDEWALK 3. Do not place Gratings, Junction Boxes. Access Covers, or other appurte- CURB AND GUTTER * I * 0nances on any part of the Curb Ramp or Landing, or in the Depressed SI��Curb and Gutter where the Landing connects to the roadway. j3•R. 4. See Contract Plans for the curb design specified. See Standard Plan F-10.12 for Curt, Curb and Gutter, Depressed Curb and Gutter, and CURB AND GUTTER Pedestrian Curb details. CURB RAMPCURB RAMP `-CURB RAMPDETECTABLE WARNING SURFACE - 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk Details 4' - 0" MIN. - `R-O"MIN. - SEE STANDARD PLAN F45.10 See Contract Plans for width and lacement of sidewalk. SEE CONTRACT PLANS ABLE WARNING SURFACE - I PNDARD PLAN Fa6.10 SEE CONTRACT PLANSFACE OF CURB FACE OF CURB DEPRESSED CURB AND GUTTER 6. The Bid Item "Cement Concrete Curb Ramp Type " dces not indUde ED CURB AND GUTTER the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, w I CROSSWALK I CROSSWALK Pedestrian Curb, or Sidewalks. 0 r - - - - - - - J 7. The Curb Ramp length is not required to exceed 15 feet (unless otherwise z I shown in the Contract Plans). When applying the 15-foot max. length, w PLAN VIEW I DETECTABLE WARNING SURFACE - PLAN VIEW the running slope of the curb ramp is allowed to exceed 8.3%. Use a single TYPE PARALLEL A I SEE STANDARD PLAN F-46.10 TYPE PARALLEL B constant slope from bottom of ramp to top of ramp to match into the sidewalk 'm L - - - - - - - - - - - - - - - - - J 4, T PAN over a horizontal distance of 15 feet. Do not include abutting landing(s) in SEE CONTRACT PUWS GRADE BREAK the15-foot max. measurement. When a ramp is constructed on a radius, the 15-foot max. length is measured on the inside radius along the back of the o tO CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.1 4 SLppE walkway. FOR CURB RAMP LENGTHS GREATER THAN 8' - 0"PROVIDE >> COUNTER TOP OF CONTRACTION JOINT EQUALLY SPACED 4'- 0" MIN. OC. J- a C * _ 5 ROADWAY 8. Curb Ramps and Landings shall receive a broom finish. See Standard Specifications 8.14. _w LANDING 9. Pedestrian Curb may be omitted if the ground surface at the back of the DEPRESSED CURB AND GUTTER - °d SEE STANDARD PLAN F-10.12 Curb Ramp and/or Landing will be at the same elevation as the Curb CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 9 > AND NOTE 8 Ramp or Landing and there will be no material to retain. SECTION O 4'-Q'MIN. 1V-0" MAX.(TYPJ LEGEND SEE CONTRACT PLANS SEE NOTE 7 SLOPE IN EITHER DIRECTION 15' • 0' MAX. (TYP.) 4' - D' MIN. 18' • 0' MAX. (TYP) GRADE BREAK SIDEWALK * 1 5% OR FLATTER RECOMMENDED FOR SEE NOTE 7 CONTRACT PLANS SEE NOTE 7 GRADE BREAK .>•. DESIGNiFORMWORK (2%MAX.) C GRADE BREAK 7.5% OR FLATTER RECOMMENDED FOR DESIGN/ SIDEWALK GRADE BREAK FORMWORK (8 3 % MAX) - SEE NOTE r 7E.XPANSI.N CURB RAMP IS.(IN) EXPANSION JOINT (TVP) - PEDEST IAN SEE NOTE 9 , LANDING 1 SEE STANDARD PLAN F-30.10 cG�CURB RAMP AMP LANDING wa 318JOINT (TYP.) - 1 SECTION O _ SEE STANDARD PLAN F-30.10 SECTION OB (ALONG INSIDE RADIUS AT BACK OF WALKWAY) 0 100 zasao O �� (ALONG INSIDE RADIUS AT BACK OF WALKWAY) "CEMENT CONCRETE CURB RAMP TYPE Bat STS `} PARALLEL B' PAY LIMIT - SEE NOTE 6 ��sIONAL g�G "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A' PAY LIMIT - SEE NOTE 8 �cller. $l•Ull Tun '4 'nla'1�1 :�n1 PARALLEL CURB RAMP STANDARD PLAN F-40.12-03 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION �lfiewter. � m..n ml.+zTrV ISOMETRIC VIEW ISOMETRIC VIEW lob, SUTeoEeicNrNorlfFa TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT w^•I,Ir,p�en smt. o.P.n,"wndhvuPalskn CITY OF EDMONDS STANDARD DETAIL APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/19/2021 BY: CITY ENGINEERING DIVISION Cs GUIL Cti4� ,3F WAs�j ti� • 5L 50 s`�jONAL 04/09/2021 W W W J J J O O O - - - a a_ 0- 2 2 2 z cn cn cn LU m m m O m LU LU LU > _ W W W w W O O O W W W 0 d U U U CL CL 11 I� r_ r_ 00 O r-i r-I W e-I \ r-I \ e-I \ e-I \ N \ N \ N \ I- O 00 00 Ln O N Ol Q fV fV O O a) O N M N lzt O O rH 0 0 0 0 Y Q DESIGN: TAF DRAWN: JCS CHECK: JPU JOB NO: 17206.20 DATE: 07/20/ 1 7 RESUB 4/28/2021 �- Z CITY OF EDMONDS DEVELOPMENT W SERVICES DEPARTMENT W 'O Ili SL N N LLI :2N W Q p N O W 2 00 Of W Z � 0-) N 0 O 2 � Q Z w Lo Z Q T­ N Q Z Z _ 00 O W Q H N :2 J Lal a 11 SHEET: C5ml BLD2021-0020 NW 1 /4, NW 1 /4, SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. r� Q0 0 HMA CLASS 1/2 INCH P.G. 64-22 CONCRETE WEARING COURSE (WSDOT STD SPEC 5-04.0) CRUSHED SURFACING BASE COURSE (WSDOT 0° o STD SPEC 9-03.9(3)) O° °� O° °� O° °� O 00 0°0 00 0°0 00 0°0 0 o°o Oo o°0 00 0°o Oo o°oeo. coo 00 O0o 00 0Oo00 0.000-��IIII-I I II -III I= I II I= oz02 6" MINUj IN 6MIN 8" MIN I-- -4 8" MIN 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" EXIST CB (ADJUST TO GRADE) SECTION A -A ROLLED ASPHALT CURB SCALE: NTS SEE COE STD DTL GU-410 BEDDING MATERIAL (5/8" MINUS) CRUSHED PER COE MOD 9-03.16.A.2 OR SUITABLE EXCAVATED MATERIAL AS APPROVED BY CITY ENGINEER (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 NOTES: 1. MA}:IMUM WIDTH OF TRENCH AT TOP OF PIPE 36" FOR PIPE UP TO AND INCLUDING 12" DIAMETER O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95%' DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS JANUARY 2018 TYPICAL TRENCH SECTIONPUBLIC WORKS STANDARD DEPARTMENT DETAIL APPRCVED BY: R. ENGLISH GU-400 10" 2 1/2R=1-1/2" R=1"PLACE SCORE MARKS EVERY 10' SLOPEL r1/2" MINJ DRIVEWAY WING OR CURB RAMP SLOPE CONSTRUCT OUT OF HMA PAVEMENT CONCRETE CURB SHALL BE NO LESS THAN 3" IN HEIGHT EXTEND PAVEMENT 1.3' FROM THE FACE OF CURB IF NECESSARY TO SUPPORT EXTRUDED CURB D U 0 w NOTES: LPLACE 6" COMPACTED 5/8" CSTCBELOW HMA EXTENSION 1. NOT TO BE USED IN RIGHT-OF-WAY EXCEPT TO REPAIR EXISTING EXTRUDED CURB, AS APPROVED BY CITY ENGINEER. 2. BONDING AGENT IS THE ONLY ATTACHMENT METHOD TO BE USED BETWEEN HMA AND EXTRUDED CURB. 3. CONCRETE SHALL BE AIR -ENTRAINED CLASS 3000 PER WSDOT STANDARD SPECIFICATIONS. 4. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY. REVISION DATE CITY OF EDMONDS CONCRETE DECEMBER 2018 EXTRUDED CURB PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPPCVED B": R. ENGLISH TR-522 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS RETAINING WALL SCHEDULE WALL GEOMETRY WALL REINFORCING MAX"T" "H" ' B" "t" D" "S" BARS F BARS 4'-0" 0'-9" 1'-1" 8" 10" #5 @ 15" AT EDGE #4 @ 12" 2'-0" 0'-3" 0'-7" 8" 10" #5 @ 18" AT EDGE #4 @ 12" NOTES: 1. FOUNDATION SHALL BEAR ON UNDISTURBED NATIVE SOIL PER GEOTECHNICAL REPORT. 2. BACKFILL PER THE GEOTECHNICAL REPORT. 3. WALL SHALL BE NO MORE THAN 3'-0" MAX FROM OG TO TOP OF CONCRETE. ORIGINAL GRADE (OG) PER PLAN Lo - -- (2) #4 BARS #4 @ 12" OC HORIZ ii "S" BARS = 0 3,000 PSI w CONCRETE w Z_ Q BOW PER PLAN - PAVING PER PLAN FINISHED GRADE PER PLAN (TOW ON CIVIL PLAN REFERS TO FINISHED GRADE) 2'-Oo°�MIN BACKFILL W/ FREE DRAINING MATERIAL o°° PER GEOTECH •co pp0°1 1/2" CLR °Opovu p0,o4"0 PERFORATED PVC PIPE PER LOCAL o°g°� CODES W/ 6" OF 1" WASHED ROCK ALL AROUND, WRAPPED IN NON -WOVEN O o ° ° GEOTEXTILE FABRIC. SLOPE TO DRAIN o�°a °0 00 00 1/8" PER V-0" MIN. TURN DOWN 00 0 ° O PERFORATIONS AS SHOWN °o°o _° O ° ° o°o -III°° °°� °° °°� °° °°� °° °0 • DO°O °O _Nk°p0�°�°0�°�°p0°�°°O °�° ° 1°111-111-111-11I o • o •00 o0aaEXCAVATION LINE U#4 @ 16" OC "F" BARS #4 @ 16" OC "S" BARS 412.30 TOC 412.70 412.20 O"4P TOC 412.45 ADA RAMP DETAIL AT INTERSECTION SCALE: 1" = 5' 6-1/2" MIN HANDHOLD 9-3/8" FOR BLOCK OR BRICK MH SECTION 9-1/2FOR PRECAST MH SECTION (4" FOR7" FOR MODIFIED STEP FOR MODIFIEDPRECAST MH SECTION STEP) NOTES: LADDER TO HANG FROM -13-3/4" MIN I� POLYPROPYLENE 1. LADDER MAY BE INSTALLED N ALL MH STEP I'/ PLASTIC STEP CATCH BASINS AND MANHOLES WHEN DEPTH OF STRUCTURE FROM TOP OF FRAME TO LOWEST I 1�_FLOWLINE EXCEEDS FOUR(4) FEET. 0j2. DIMENSIONS FOR THE MH LADDER AND STEP ARE MINIMUM .i REQUIREMENTS ONLY. WALLSUPPORT (TYP)o-I 5.5" 3. STEPS AND HANDHOLDS SHALL BE INSTALLED AT 1'-0" ON CENTER SPACING. WHEN THE DISTANCE FROM THE HIGHEST STEP OR HANDHOLD AT THE TOP OF THE MH FRAME EXCEEDS 1'-0" AND ANOTHER STEP OR HANDHOLD CANNOT BE INSTALLED BECAUSE OF THE LOCA-ION 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. 7. Ladder shall be aligned so fas to avoid obstructing any pipe 1'-0" MAXJ ° inlet or outlet to the maximum extent feasible. PREFABRICATED LADDER REVISION DATE CITY OF EDMONDS JANUARY 2018 STEP AND LADDER DETAILPUBLIC WORKS STANDARD DEPARTMENT DLIAIL APPRCVED BY: R. ENGLISH GU-423 PROPOSED ROCKERY FINISH GRADE PER PLAN 1 LM I M 11=1 11=1 11= O0 0�0 60�°�o °0 EXISITNG GRADE - °00�o(VARIES) 0po0o 1 °o0 ° 0 0°0 00 000 FINISH GRADE (BOTTOM 0�00OF LIGHTWELL) 00002 00000 ° �0 CJ _ _ _ _ O°pob� TIGHTLINE FTG DRAIN =11 1=1 11=1 11=1 11=1 11-: ;. , o °o o °o TO BLDG FTG DRAINS 000 o°0 GENERAL NOTES: 1. SPECIAL INSPECTOR SHALL VERIFY ROCKERY HEIGHT FOUNDATION MATERIAL AND ROCK SIZE. 2. ROCKERIES SHALL BE DESIGNED AND STAMPED BY A LICENSED PROFESSIONAL ENGINEER IF GREATER THAN 8 FEET IN HEIGHT OR IF VARYING FROM THE CITY OF EDMONDS STANDARDS, OR IF THE CITY DETERMINES THAT SPECIAL CONDITIONS (SUCH AS A CRITICAL AREA) EXIST. CONCEPTUAL ROCKERY DETAIL SCALE: NTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE:5/19/2021 aCITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUILr4 Og WA L5'A.'ZONAL 04/09/2021 < < Q O O O - - - IZ CL � 2 2 2 N N InLU m°www� w w LU 1J w 0 0 0 w w wr_ r_ r_ 00 O .� r-I �I r-I c-1 c-1 CV f V f VLJ H- O 00 00 Ln O f V Oil Q f V f V c-1 O �I c� O OO rl O OO O Q DESIGN: TAF DRAWN:JCS CHECK: JPU JOB NO: 17206.20 DATE: 07/20/17 RESUB 4/28/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NV I W0 O ()OW00 Z�Q OQ W U") Z W] N Qi 00 z0 W�.. j SHEET: C5.2 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS RETAINING WALL SECTION SCALE: 3/4" = V-0" CITY OF EDMONDS STANDARD DETAIL SCALE: NTS BLD2021-0020 NW 1 /4, NW 1 /4, SECTION 29, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. r � J 0 a 0 a 0 ft GAS AS SD SD SD SD SD s \ \ GAS tS—GAS—GAS�GAS—GAS—GAS GA�\ \ \ \ SD 11 II SD �— / ' \ S�GAS GAS— \ \ \ S�GAS�GAS� I 1 1 , `, \ ' GA C B TYP\ E 1 GAS—�1 GAS�GAS 1 R I'M = 40 2) 5 5 I E= 40b. 35 12"R'�P 1 'I 1 E & ', W 'I I I I 0 1 I 1 1 1 1 1 S IMH R1M = 4087 79 215TH'S`T SW S1 TE1 BENCH ' IEL_----T' ELE� : = 405.87' _-------- / �9'------------------------------------- ------�---- ----------- I / ---------------------------- I\ l I 0000r, Ta _ W Q- I \ 1, / \ OHP A I 1 OHP OHP ---------- ------- -- ---- T---------------i WORK ZONE 2; SHOULDER WORK L _ o I �1; •a+..K lit I TRAFFIC CONTROL PLAN NOTES: ° I / 1. REFERENCE 2/C5.3 FOR TYPICAL TRAFFIC CONTROL / ° SYMBOLS, SIGN SPACING, ETC. I I / 4_ W 1 I / 0 2. UNLESS NOTED OTHERWISE, CHANNELIZING DEVICES SHALL BE SPACED 30' MIN AT TAPERS, AND / I ° I I o 60' MIN AT TANGENTS. i o ( o 3. WORKING SHALL NOT OCCUR BETWEEN THE HOURS OF 6:50 TO 8:30 AM OR 1:20 TO 3:00 PM, IN ORDER TO AVOID PEAK SCHOOL HOURS FOR THE NEARBY HIGH SCHOOL AND MIDDLE SCHOOL. A HALF HOUR MUST BE ALLOWED BEFORE AND AFTER THE START AND END OF EACH SCHOOL DAY. ° EDMONDS-WOODWAY HIGH SCHOOL: 7:20 AM \ L / — — — — — — Q TO 1:50 PM — — — — — — — — — — \ I —J COLLEGE PLACE MIDDLE SCHOOL: 8:00 AM TO 2:30PM / > 4. ONLY (1) WORK ZONE MAY BE WORKED ON AT a 4_ U N IT TO W N H O M E 0 ONCE. A o a iI , BLDG FFE: 405.0 ©I o ° I II //, i � � I i o / co O d / O z ° i / I 00 I l LLJ I i o l / / WORK ZONE 1; LAN CLOSURE & © © 1 I SIDEWALK DET I O S OUR I Ln / Q 4 3 SIM I - - I I / � O ° I I O I I 1 •.ga... r 1 1 I 4 n °< a I / o 1 I� I ao o I I I I o I I 1 l a ° IV o I I I I / I 3 ° °III I l// /� / //� • ', I � I 41 a O 7 / -' GAS I N87 57 5 GAS —_(Ks - g9 _ACS GAS [/�S _ / UGP UGP TRAFFIC CONTROL PLAN SCALE: 1" = 10' 10 I I 1 16 0 5 10 20 Table 6H-2. Meaning of Symbols on Typical Application Diagrams ® Arrow board Shaeow vehicle O O O Arrow board support or trailer (shown facing down) Sign (shown facing left) Changeable message sign or support trailer ® Surveyor ■ Channelizing device 0 Temporary barrier ® Crash cushion ® Temporary barrier with warning light LDirection of temporary traffic detour Traffic or pedestrian signal Direction of traffic IIII—� Flagger ® Truck -mounted attenuator ® Type 3 barricade High-level warning device ^ (Flag tree) Ir () r Warning light 0 Longitudinal channelizing device Work space Luminaire \\\\\ Pavement markings that should be removed for a long-term project o Work vehicle Table 6H-3. Meaning of Letter Codes on Typical Application Diagrams Road Type Distance Between Signs" A B C Urban (low speed)' 100 feet 100 feet 1o0 feat Urban (high speed)' 350 feet 350 feet 350 feet Rural 500 feet 500 feet 500 Net Expressway / Freeway 1,000 feet 1.500 feet 2.640 feet Speed category to be determined by highway agency The column headings A. B, and C are the dimensions shown in Figures 6H-1 through 6H-46. The A dimension is the distance from the transition or point of restriction to the first sign. The B dimension is the distance between the first and second signs. The C dimension is the distance between the second and third signs. (The "first sign" is the sign in a three -sign series that is closest to the TTC zone. The Ihird sign" is the sign that Is furthest upstream from the TTC zone.) Table 611-11-4. Formulas for Determining Taper Length Speed (S) Taper Length (L) in feet WS 40 mph or less L - 60 45 mph or mere L = WS Where: L = taper length in feet W = wicth of offset in feet S - posted speed limit. or off-peak 85th-percentile speed prior to work starting, or the anticipated operating speed in mph MUTCD STANDARD DETAILS SCALE: NTS Figure 6H-28. Sidewalk Detour or Diversion (TA-28) I/------------\1 I I I I I I I LI-1 L I L I I — 3a3H ssoa� I I I I I SIDEWALK CLOSED I I I I I I I SIDEWALK I L CROSS HERE I I� I I dip I I I Inches MIN. I I I I IL I � WORDK I i WORK AHEAD I AHEAD I ♦ I 1 ioptional) I I SIDEWALK DETOUR SIDEWALK DIVERSION ------------------- oo Typical Application 28 Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols and/or letter codes used in this figure. MUTCD STANDARD DETAILS SCALE: NTS Figure 6H-10. Lane Closure on a Two -Lane Road Using Flaggers (TA-10) SIM NOTE: 76TH AVE W IS A TWO-LANE ROAD WITH A CENTER TURN -LANE. rr, 0 Note: See Tables 6H-2 and 6H-3 Cr\ / for the meaning of the N symbols and/or letter 13 codes used in this figure. mom OV08 T ON3 rArwp � A Soto 100 ft i Soto 100 It • I • 1 'X AI j{ } / (optional) IB ROAD ONE LANE %% FT C ROAD WORK OIL XX FT MUTCD STANDARD DETAILS SCALE: NTS Figure 61-1-3. Work on the Shoulders (TA-3) S311W XX 1X3N MHOM OV08 T NHDM T a3alnoHs j � ROAD WORK Shoulder taper (see Note 7) 7 y SHOULDER WORK W p Y J � � o 0 3 ' Shoulder taper Note 7) Shoulder ta taper (see Note 7) ■ ■ / ■ 1/3 L N801A OVOtI T ON3 1 A i SHOULDER WORK Note: See Tables 6H-2 and 6H-3 B for the meaning of the * symbols and.+or letter 1 ROAD WORK codes used in this figure. i — NEXT XX MILES Typical Application 3 MUTCD STANDARD DETAILS SCALE: NTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 5/19/2021 BY: CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 �G GUILr CyL oe WAs�j r � •S�' _ . � r1� Al 25L 5o', 'j0NAL 04/09/2021 rn rn (/i J < J < J Q J ~ ~ ~ O O O O m H H H w w w _ w w w LJ w 0 0 0 w w w Q rl U U U GL GL 0- r- W O r-I r-I LLJ r-I r-I c-I c-I N N N � O 00 00 Ili O N Ol Q N N O ri r-I O r- a) O N M Nlzt O O O O O O Y Q DESIGN: TAF DRAWN: JCS CHECK: JPU JOB NO: 17206.20 DATE: 07/20/ 1 7 RESUB 4/28/2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (n V / J N O Q M 0 N 0 LLJ Z (n Z Q N 0 o Q UO � Z j�v) UQ Q N Z LL_ 0 L.L_ Z _ H 00 Cq M Q w L ! 0 /Q/ fi_f —J a I� I� i.IJ SHEET: C5.3 BLD2021-0020