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APPROVED BLD STM PLN RESUB3 BLD2023-1391+Civil_Plan+8.29.2024_4.34.57_PM+4471815SE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. MATHAY BALLINGER PARK SITE IMPROVEMENTS 24100 78TH PLACE WEST EDMONDS. WA 98026 APPLICANT EDMONDS PARKS, RECREATION & HUMAN SERVICES 700 MAIN STREET EDMONDS, WA 98020 425.599.3847 CONTACT: KYLE WOODS City Of Edmonds Building Department ------------------------- Work FILL GRASDE -------------------------- --------------- Address 24105 78TH PL W Owner MATHAY PARK -------------------------- ---------------------- Approved Date 9/30/2024 J# CONSULTANTS CIVIL ENGINEER SOIL/GEOTECH ENGINEER CIS ENGINEERING LANDAU ASSOCIATES 250 4TH AVE S, SUITE 200 155 NE 100TH, STE 302 EDMONDS, WA 98020 SEATTLE, WA 98125 425.778.8500 FAX 778.5536 206.631.8680 CONTACT: JARED UNDERBRINK, PE CONTACT: STEVEN R. WRIGHT 0Y�1.RTJWks] 1 PACIFIC COAST SURVEYS, INC. P.O. BOX 13619 MILL CREEK, WA 98082 425.512.7099 CONTACT: DARREN J. RIDDLE CODE Building Official 7)owav o*lta,L ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE Permit Number BLD2023-1391 INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE I----------------------------------------. NOTICE to LOCAL ENFORCEMENT AGENCY (NLEA) I LATEST EDITION. 1. Roof Drainage ! The following documentation shall be available on - 2. Underground Plumbing, Vent Piping, Plumbing I g g, p g, g I ' OBTAIN ELECTRICAL PERMIT FROM ■ ! site for the building inspector: 9 � p : 3. Water supply and Waste Lines I STATE LABOR & ■ 4. Plumbing: Min 1 1/2" meter and street service INDUSTRIES ! 5. Plumbing Freeze Protection ! ❑ COE APPROVED ARCHITECTURAL PLAN SET - 16. Connections between units OBTAIN ELECTRICAL ❑ COE APPROVED STRUCTURAL PLAN SET : 7. Foundation review and Approval I -_-_-_-_-_------------------------------ I PERMIT FROM STATE LABOR& : QCOE REVIEWED CALCULATION PACKET ■ INDUSTRIES ! ❑ ENERGY CREDIT WORKSHEET ALL WORK SUBJECT ❑ SITE PLAN TO FIELD : ❑ CIVIL PLAN ■ INSPECTION FOR CODE COMPLIANCE ■0 PRE-FAB R1 TT,DJT-NG PLAN UTI LITI ES WATER/SEWER/STORM GAS FIRE CITY OF EDMONDS PUGET SOUND ENERGY FIRE DISTRICT ONE 121 5TH AVE N PO BOX 91269 12425 MERIDIAN AVE EDMONDS, WA 98020 BELLEVUE, WA EVERETT, WA 98208 425.771.0241 1.888.225.5773 425.551.1200 POWER SNOHOMISH COUNTY PUD PO BOX 1107 EVERETT, WA 98206 425.783.1000 CABLE & TELEPHONE COMCAST 15815 25TH AVE W LYNNWOOD, WA 877.824.2288 LEGAL DESCRIPTION 27043100402800- ALL THAT PORTION OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 27 NORTH, RANGE 5 EAST, W.M. DESCRIBED AS FOLLOWS: ALL THAT PORTION OF THE NORTHWESTERLY 40 FEET OF THE 100 FOOT SEATTLE AND EVERETT INTERURBAN RAILWAY AS DEPICTED ON THE FACE OF THE PLAT OF MCALEER FIVE ACRE TRACTS ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 48, RECORDS OF SNOHOMISH COUNTY WASHINGTON, LYING NORTHEASTERLY OF THE EAST LINE OF 78TH PLACE WEST EXTENDING NORTHERLY. SITUTATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. 00488700100100- LOT 1 OF LAKE BALLINGER HOMESITES ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 14 OF PLATS, PAGE 99, IN SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. ■ ❑ ■ �/ / �/ -/--� �-------/-- - N W02'16 E 174,84 GEOLOGICAL HAZARD AREAn:1/ p 'i M CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ CB RIM=339.44 EROSION HAZARD AREA PER ECDC 23.80.020 A IE 12' RCP(SE)=336.39 J. • 1 F % - - - �z� ✓--- DEc� 28 1 8' LANDSLIDE/SEISMIC HAZARD AREA ECDC 23.80.020(B/C) CB RIM=337.76 - 'y- '1- / F $" / / .. /...... -126" 26" /12" 8" M �• - - IE 12' RCP(NW =W5.86 F F / M DEC/ { • • • N/ IE 12" RCP(SE= 335.76 x � - : - ; : 7' IF APPROXIMATE LOCATION OF EROSION HAZARD AREA � h y.••�--- • /f R 22" / I PER GEOTECH REPORT. PER GEOTECH REPORT CB RIM= 6.71 _ u+ - 3.• ' -'-----f-' L 6" F*- F1 14x2 p I I MINIMUM SETBACKS ARE NOT WARRANTED AND IE 12A CP(NW=328.88 %-- l t . / IE 1� CPP(SWj=328.88 /l - �?i • / / / 32I + .... F / THEREFORE, NOT SHOWN. PLEASE SEE GEOTECH / !� :: REPORT BY ZIPPER GEO FOR MORE INFORMATION oa �oE #� // M�/ 491100000804 GC KIM=JZ/.dU 40 /�/.:,� �... .% .. - .% // , F 26' IE 12" CPP NE =324.68 : ' :: / tiL M IE 12" PVC(S )=324.68 / �-- - ' e \ \ / APPROXIMATE LOCATION OF LANDSLIDE/SEISMIC ,.�� /A/ ••l 141 \ / r28 I HAZARD AREA PER GEOTECH REPORT. PER GEOTECH % ��; / 2 �/ i - 44"�- \ , 4"----------1 REPORT MINIMUM SETBACKS ARE NOT WARRANTED ,., ,e-' // / / \ / V �24• F-- - .. �0 BO / / F AND THEREFORE, NOT SHOWN. PLEASE SEE GEOTECH i� f, ....... GRILLI REPORT BY ZIPPER GEO FOR MORE INFORMATION SHED GATE 1 . • : :: BIKE 5481 R 1A /X " 26'I ��,�,\ rP� / / RAC 50. / [270,4310040280 Q/ / \ F 32 sx ' �� /�\ �•/•% 1 I IE 12" PVC NE =323.39 � L f - .. - // 32' IE 12" RCP(S)=323.39 �� ` y1- .. - -% / yk F tie 1 �` {> ,.• , / AREA /; s �th�..' f'y: f: ��' :3;;`..; •::... 00491100000805 AR STAIRS :.a DEC + ------------------------- -�- I FENCE COR. 0.3'(N) \ r' .... �.. /•141C3� 'f f: '�$=ir2> / / OF CORNER 42" ( Z o I // /\' '/:' ; '•� //:;:.: :.:;'::.':r.y : ti (`� F l�`1 0 / 14' CB RIM=319.82 /• C ' % r ' //A? /'�:::::..':. ' :: :•'.'✓\... / �z DEC DEC / DT \ �' 004 0 IE 2" PVC W =319.42 1 �' NEW 20'x3O' SLAB FOR PICNIC AREA01 \ I / -J/•/ //:'.:� ; QF' / / / I •° \ 00491100000802 i 00491100000806 1 c i : , 26" / �.• ..f•..� 5'b / �- Ho(1 F /./ P� 00491100000803 \ ..A/ •� / / F L 7 �\�� ASPHALT/ I C`D1, \ I 1 /..�� a�.l./ f. ,.,✓ /,�W�3�4' / 0 U DEC NEW RESTROOM I t7 n \ \ I 1 / m FFE:322.0 I � �.. I /./.✓..•' •:.:y:•'..fig Cf� I i I m w \ / /j/ / ./' %1'•l.':�. / 953 / / yS (5ov LUCTU� 36" 729.05 /X Iss� CB C :: �L \ ----- -1I - - - - - - - - - 1 ULD NOT OPEN - - - - - 14• --------------- 1A/ C 28 6' N N W06'02" E 135.700 135.88'(P) I 1434'/ - - - 0.8' '''• sl I LOT 4 I LOT 3 1 / / 12" I o' 41, M 22" 3l I WARNER ADDITION I / �•: / WARNER ADDITION I I VOL. 15, PG. 76 1.3' �• ��/ + E I I LOT 2 I VOL. 15, PG. 76 'l0- LJ I I I I �'✓� 1 I LAKE BALLINGER I . I / 1 CB 2M=319.8s GP HOMESITES ADD µ '-------- - IVOL. . 1 �- RCP(S�----------------- 0.8, IE 12 RCP(N=318.03------- 1 / + 1 IE 12" )=317.94 PM IVOL14----------------PG-- 99 / ' I I 1 00488700100602 I W =' °.. 1 1 LOT 5 I I I LOT 2 FOUND 1 " IRON PIPE I -i I a 1 2.2'(S) OF CORNER I o w 1 = x LOT 3 I Iz I WARNER ADDITION END FENCE 2.4'(S) I � 1 �' -,-I I WARNER ADDITION OF CORNER I o I I I w .w> _< I LAKE BALLINGER I = ti VOL. 15, PG. 76 I VOL. 15, PG. 76 2.5k2.5' HOMESITES ADD. 1 o I w COLUMN VOL. 14, PG. 99 004887001008021 1 I y v 1` 1 ---- I --------------- --- I I ---- CB RIM=317.02 1 I CB RIM-31756 IE 12 RCP N=315.39 I I I LOT 1 I IE 12" RCP N =315.56 I 1 IE 12" PVC S=315.30 004887nn1nnt�nl I 1 o I IE 12' RCP( )=315.56 I II r I g,�i LOT 4 i LOT 6^T^ I I WARNER ADDITION ♦ OVERALL SITE PLAN BENCHMARK FOUND CASED CONC. MON. W/2" BRASS DISC & "X", AT THE INTERSECTION OF 242ND ST. S.W. & 78TH PL. W. ELEV. = 315.57' PER GPS OBSERVATIONS DATUM COMPLIES WITH APPLICABLE CITY STORMWATER CODE 1 09/27/2024 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 SHEET INDEX C1.1 COVER SHEET & SITE PLAN C1.2 GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL PLAN C2.2 TEMPORARY EROSION CONTROL DETAILS C3.1 GRADING & DRAINAGE PLAN & DETAILS C3.2 GRADING & DRAINAGE DETAILS C3.3 GRADING DETAILS & PATH IMPROVEMENT SECTIONS C4.1 WATER & SEWER PLAN C4.2 WATER & SEWER DETAILS C5.1 SITE IMPROVEMENT PLAN C5.2 SITE IMPROVEMENT DETAILS 238th St SW 238th St SW > 238th St 5` D ci O ti m 90 �,po mCD .� s 240th St SW 240th St SW 240th St SWZ<I �,4 J 1 , z , � r 241stStSW 241stS PROJECT SITE J �' L-J co 242nd St SW 242nd St SW =r 242nd St SW 242nd St SW VICINITY MAP N TS 91 LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE - - - - - - - - - - - X X 00 ABN ABANDONED MIN MINIMUM ADJACENT PROPERTY LINE BLDG BUILDING MJ MECHANICALJOINT CENTERLINE BOW BOTTOM OF WALL MON MONUMENT CLEARING LIMITS q CENTERLINE NTS NOT TO SCALE SILT FENCE X X CB CATCH BASIN OC ON CENTER CONTOUR LINE 100 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 Q ® CONST CONSTRUCTION It PROPERTY LINE STORM DRAIN MAIN - - -SD- - -SD- ----o-SD----o-SD- CP CONCRETE PIPE PT POINT OF TANGENCY STORM DRAIN PIPE - - - - - - - - - -- 4---- CU YD DDCVA CUBIC YARD PVC POLYVINYL CHLORIDE PIPE ROOF DRAIN - - - R - - - R - - - R - -R-R DOUBLE DETECTOR CHECK VALVE ASSEMBLY PVI POINT OF VERTICAL INTERSECTION FOOTING DRAIN - - - F - - - F - - - F - -F-F DI DUCTILE IRON PIPE PVMT PAVEMENT PRESSURE LINE - - - P - - - P - - - P - -P-P ■ DIA DIAMETER PVT POINT OF VERTICAL TANG. RADIUS CATCH BASIN (TYPE 1) ❑ DIP DUCTILE IRON PIPE R CATCH BASIN (TYPE 2) @ EA EACH REINF REINFORCEMENT CLEANOUT o ® EJ EXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE GRADE BREAK 0 �-0 - - - - - - - ELEV EOP ELEVATION EDGE OF PAVEMENT RET RETAINING RIGHT - - - - - - - RT SURFACE SWALE - = EX EXISTING SD STORM DRAIN DRAINAGE ARROW _ FDC FIRE DEPT. CONNECTION SECT SECTION WATER LINE - - WA- - - WA WAWA- FFE FINISHED FLOOR ELEVATION SDMH STORM DRAIN MANHOLE WATER METER ED t9 FH FIRE HYDRANT SIM SIMILAR FIRE HYDRANT r FL FLANGE SQ SQUARE SANITARY SEWER SANITARY SEWER MANHOLE FDC 1(7 FT FEET/FOOT SS PIV O • GV GATE VALVE SSMH GATE VALVE g Z HP HIGH POINT STA STATION TEE II, FJ ♦ LJ HT HEIGHT STD STANDARD STEEL THRUST BLOCK TOP OF CURB 90' BEND FJ ID INSIDE DIAMETER STL THRUST BLOCKING 0 IE INVERT ELEVATION TB CAP CONCRETE PAVEMENT L LENGTH/LINE TOC ° c ° LCPE LINED CORRUGATEDTOW POLYETHYLENE PIPE TOP OF WALL ASPHALT PAVEMENT LF LINEAL FOOT TOP TOP ELEVATION CRUSHED SURFACING LP LOW POINT TYP TYPICAL ROCKERY LT LEFT VC VERTICAL CURVE SPOT ELEVATION TELEPHONE LINE f 20.0 f 20.0 MAX MAXIMUM MECHANICAL W/ WITH - - - T - - - T - - - T - -T-T MECH WM WATER METER POWER LINE - - - E - - - E - - - E - -E-E MH MANHOLE GAS LINE ---G---G---G- SIGN r-1 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. 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. APPROVED BY P ANNING Aug 3 2024 REFER ALSO TO STORMWATER MANAGEMENT REPORT PREPARED BY CG ENGINEERING, DATED 8/9/2024. ** PRECONSTRUCTION MEETING REQUIRED. PARKS PROJECT MANAGER RESPONSIBLE FOR ALL REQUIRED ENGINEERING PERMIT INSPECTIONS. ** ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GULL 4 of wAsk . Z ISe51' 08129124 J Q I- m H W a z L7 O 06 N N N W W W O Q cii LLI LLJ J U W d Ib W a W a LLI����� fV fV fV fV fV � rl m r- r- Ol Q O O O rI N O O 0101 Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 RESUB Aug 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Cy- � W N U w 0000 (D J v) W Z CL W Q J = � Z /_^ v l m 00 BLD2023-1127 RESTROOM PERMIT ENG2024-0362 WATER METER Q Z W ENG2024-0361 SEWER = O 0 > W BLD2023-1391 FILL/GRADE PERMIT Q 12 0 w APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 9/24/2024 BY: CITY ENGINEERING DIVISION No 00 SHEET: SCALE: 1" = 50' 50 0 25 50 100 SE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. GENERAL NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2019 DOE SWMMWW) 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, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER INFILTRATION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO Revised 05.15.2017 EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 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. 0 m 11:11 C &I r-111 74:F-Al I all I I I I W&I 101 .11-T-0111 0 9 mo I a a 100 a x all 111M I 10 19 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 ETHOFOAM 200 CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. 41. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. 42. UNDERGROUND WIRING REQUIREMENTS OF ECDC 18.05 SHALL BE FOLLOWED. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND. CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION BY EMAILING ENGINEERINGPERMITS@EDMONDSWA.GOV. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATIONOUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. ROUGH GRADING OF SITE IS TO FOLLOW ROUGH GRADING OF ADJACENT APARTMENT SITE. 7. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS. 8. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION PER CITY OF EDMONDS STD DTL SD-642. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. B LD2023-1391 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 9/24/2024 BY: `� GtitTir CITY ENGINEERING DIVISION 4 ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI�L 4 of W,4 2538 Eg'�p ��IST �IONAL 08129124 J Q F- H 2 m N H 2 W a z L7 O N N N co W W W L Q W J W W W 0 U a m a a In IZT IZT lz* IZT W N N N N N I- m rn Q O O O rI N W r_i Ian l\O r_ r_� O O O O V Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 RESUB Aug 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Y (� cy- W O cy- U W 00 p J 0) Z_ CL I Q J = Q F-- m 00 N Z = p O ago :2 N LW SHEET: LL Ld Z Ld V C102 27 NORTH, RANGE 4 EAST, W. M. / /•----------- �= -,' r 24 - -,' -- 26 /-/ - - i- - /DEMO EXIST GRAVEL ` - - - _ L 26 i 26 1112 ' 1 F F ° M - ,'----�'---ff-fg��-' -'I 22 ;� -- -- /-- -,- - - �16" F - - --- - �F -/ -- - --- -• � 14 x2 _ \ \ / INSTALL CATCH BASIN INSERT C2. - - - 34 � 38 F k' 26„ MPORARY CONSTRUCTION ENTRANCE e �� ' - 2� 441 44 - - - - T AREA 26 ///' SHED GATE PO / �' RACK / l -fin 50 / / Ile----_�iSHED / 1 $ CB RIM=32619 /'/ / -- --- 1E 12 PVC(NE)=323.39 ' ;` - 7/f - \ C�- IE 12" RCPS=323.39 / _ / ,/�------- �� F100, /t i/ lam° , /r' y� i� - - -//i t43 T 95, 481 SF \ , F 3100402800/' INSTALL HIGH VISIBILITY PLASTIC FENCING TO MARK LIMITS OF 1 CLEARING AND GRADING .2 \ / z RrMOVE RAMP ��� / °. \I• _ ,/ ; . ;�'.�y.'-- / P�f AREA °° ° ° / \ / ,Z STAIRS /d d CONCRETE A. 26 F INSTALL SILT FENCE. C2 2 v /_ _ / /� / • / • .,• .! �/ I �- �/� - ti ,/ ALL DISTURBED SOILS SHALL BE _ _ _ _ f _ �� / / /i.%• .' •• ,;.' �. �...� � / / � I _ -• / _ / .� / �C 8„ ° COMPOST AMENDED PER CITY OF �� /' �\ / / EDMONDS STANDARD DETAIL D- 42 R . , / / l O S S ARD S 6 O yl O XZ . '`� ' ' '- f DEC / APPROVED EQUAL. 71 -12 -/ , ;. ;A: ,: � / 1 0 x IE 12'iRCP(NW)=328.88 IE.42" CPP(SW)=328.88 / � / -a / r1-Z-_ CB RIM=327.80 // �1 -____ IE 12" CPP(NE)=324.68 IF- 12" PVC(SW)=. 22 68 SE 1/4, SE 1/4, SECTION 31, TOWNSHIP CB RIM=337.76 IE 12" RCP(NW)=335.86 IE 12" RCP(SE)=335.76 CB RIM=3,30.71 ----------- i--------------- ------ I /i / �'/ �/ � 1 \\ '/ •;' ;� % '' - - TP-�// R FENCE COR. 0.3 N ;..;- -, /, �-6_x2 RAP \\ / ,, �---3/ OF CORNER v EXISTING 4" �Ci 42 G STORM PIPE TO BE �// „ /' HH A\ \� �Q OWNER/CONTRACTOR IS RESPONSIBLE FOR 0 REMOVED, SEE' / 16 / F \� / / C3.1 FOR REROUTE ° N EROSION CONTROL AND DRAINAGE \\ CB RIM-- 319.82 \ •' .�•' /. •/ /. .'f ° / 4 / e C /• / /• �/ i�-/ j / 3�� // / INSTALL SILT FE CE ��� DEC DEC // LOT 1 °? " \ . ' - 1 S I E 2 PVC W = 319.42 \ �.' •,�'/' e/• �• •.'•;yam/� / C2.2 I/ �-. 00 ( ) \ 0 / / /. ;/� / _ 004 00100v /• y • INSTALL HIGH VISIBILITY PLASTIC / FENCING TO MARK LIMITS OF Q CLEARING AND GRADING / / C M=320. 38 / • r/i 26 RELOCATE SIGN PER C5.1 \/ / �/ / / �� F HOOP /F ° 14 ASPHALT 42 _ BASKETB LL / / / 34 INSTALL CATCH BASIN INSERT I F A STOCKPILE LUCAIIU� C2. 16 I l / \ W/ PLASTIC COVERING � PER DOE BMP C123 /100036 / / / / 2, � M F �I / / I , TREE TO BE REMOVED " I INSTALL CATCH BASIN INSERT LO 2 ---� , X�X C2.2 x- X X- �- \\ 00 00491100000803 \\\ CB RIM=320.27 \ \ COULD NOT OPEN \ ---------- I -1.6N 8806-' 02' E ' ' , J .76'(C) \ 13' 88'(P 2 / / i - I INSTALL CATCH BASIN INSERT 0 I CBRhM-320.27 I C22 4 _ _ 1 0 8' �� I :°.'.a.. -Al CB RIM=320.60 I4" PVC(E)=319.32 1 IE 12" RCP(N)=318. 72 CATCH BASIN TO BE REPLACED 1 a 1 I 5' 0 1 30' • IE 12„ PVC(S)=318.70 I TEMPORARY EROSION CONTROL PLAN LOT 4 � WARNER ADDITION I � TEMPORARY EROSION CONTROL PLAN NOTES: 1. BEFORE BEGINNING LAND -DISTURBING ACTIVITIES, INCLUDING CLEARING AND GRADING, CLEARLY MARK ALL CLEARING LIMITS. 2. ALL DISTURBED PERVIOUS AREAS ON AND OFF -SITE SHALL BE COMPOST -AMENDED PER DETAIL 6/C3.2. ALL DISTURBED AREAS SHALL BE COMPOST AMENDED PER 2019 SWMMWW BMP T5.13. 3. SOILS MUST BE STABILIZED AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND IF NEEDED ON THE WEATHERFORECAST. 4. CONCRETE TRUCKS MUST NOT BE WASHED OUT ONTO THE GROUND, OR INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. EXCESS CONCRETE MUST NOT BE DUMPED ON -SITE. 5. INSTALL CATCH BASINS INLET PROTECTION PER DETAIL 3/C2.2 FOR ANY EXISTING INLETS WITHIN 500' OF CONSTRUCTION SITE IN THE ROW AND AS PROPOSED DRAINAGE STRUCTURES ARE INSTALLED UNLESS INLETS ARE PROTECTED BY A SEDIMENT TRAPPING BMP PER DOE SWMMWW VOLUME II CHAPTER 3 BMP C220: INLET PROTECTION. 6. ADDITIONAL BMPS MAY BE REQUIRED DURING CONSTRUCTION. 7. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 8. SOIL LOG LOCATIONS ARE APPROXIMATE AND SHOWN PER THE GEOTECHNICAL REPORT CREATED BY NGA. SEE SHEET C3.1. 9. BMP C235 WATTLES ARE TO BE USED IN AREAS OF NEEDED IMMEDIATE EROSION PROTECTION, ON EXPOSED SOILS DURING A PERIOD OF SHORT CONSTRUCTION DELAYS, OR OVER WINTER MONTHS, AND ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED (4/C2.2). SEE 2019 SWMMWW SECTION VOLUME II CHAPTER 3, PAGE 377 FOR ADDITIONAL INFORMATION. TREE PROTECTION NOTES: 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. THE APPLICANT SHALL ERECT AND MAINTAIN ROPE BARRIERS ON THE DRIP LINE OR PLACE BALES OF HAY TO PROTECT ROOTS. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. 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 WALL OR WELL MUST BE EQUAL TO THE TREE'S DRIP LINE. 4. THE APPLICANT MAY NOT INSTALL GROUND -LEVEL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. 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 AROUND THE TREE EQUAL TO ONE FOOT IN DIAMETER FOR EACH ONE INCH OF TREE CALIPER. 6. THE APPLICANT MAY PRUNE BRANCHES AND ROOTS AND WATER AS HORTICULTURALLY APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. GEOLOGICAL HAZARD AREA EROSION HAZARD AREA PER ECDC 23.80.020(A) LANDSLIDE/SEISMIC HAZARD AREA ECDC 23.80.020(B/C) B LD2023-1391 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 9/24/2024 DATE: BY: CITY ENGINEERING DIVISION ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GULL 4 of WABk Cti�w j�� �5385 YONAL 08129124 J Q m N H W a < m m m Z (� O N N N co W W W O Q LLn w J W W W 0 U d m a a m IZT IZT lz* IZT W N \ N \ N \ N \ N \ I rl m I_ r_ Ol r-I Ln (.0 n w r-I O O O O Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 J O RESUB W Aug 30 2024 CITY OF EDMONDS Z DEVELOPMENT SERVICES O DEPARTMENT U Z � F- O W � � � co 0 w U N 0:� w 0000 w O J 0) Z_ C Q J Q F- m 00� N i-�0 O 2 Z Z p , O M H Q 4 p LLJ w N La SHEET: C2ml SCALE: 1" = 20' 20 0 10 20 40 SE 1 /4, SE 1 /4, SECTION 31 , TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. O CI FILTER FABRIC SECURED 70rxr14GA MARE FABRIC EQUAL NATIVE BACKFILL MATERIAL FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS 70 ATTACH FABRIC TO MARE Y x r WOOD/SIEf1 POSTS1 WERE MESH FENCE TO SUPPORT FILTER FABRIC BURY BOTTOM OF FILTER MATERIAL 8" TO 12' NOTES: 1. SHALL L MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT L SILT FENCE TO B PLACED DOWNSLOPE OF CONSTRUCTION ACTMTY PUBLIC WORKS DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FF'✓lffll(N DAT= FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS STANDARD DETAIL APPROVED BY: IL EwoLL4Hl ER-900 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CONTOUR LINE c") ANGLE TERMINAL END UPHILL 2e TO 48" 7O PREVENT FLAW lw AROUND WATTLE (TYPE PLAN VIEW W KTiLE TRENCH, SEW: NOTE 2 n WOODEN STAKETI T;D AREA AVAILABLE FOR SPACING SEDIMENT TRAPPING SEE WKITLE TABLE (fYP) WATTLE (TIP SEE DET L SECTION A -A WATTLE INSTALLATION ON SLOPES `2*)a*x24" UN-TRIEATTED WOODEN STAKE (TYPE 3" MIN —e MAX MIN WATTLE DETAIL 8" DIAMETER SPACING WATTLE TABLE SLOPE MAXIMUM SPACING 1HAV 10'-0" 2H.IV 20'-0" 3HAV 30'-W 4Ho1V 40'-0' >4Hs1V ONE RUN ONLY NOTES: 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION. 2 ON SLOPES, INSTALL WATTLES PERPENDK2JLAR TO THE FLAW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL B IN ACCORDANCE WITH WSDOT STANDARD SPECIFrAT10N 8-01.3(10). 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY B NECESSARY TO PREVENT UNDERCUTTING. t WATTLES SHAM B INSPECTTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF RIEMOVE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. REVISION DATE CITY OF EDMONDS JANUTAINY2018 WATTLE INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DETAIE APPROVED BY: L ENOLISH ER-903 CITY OF EDMONDS STANDARD DETAIL 2tr MN RADIUS QUARRY SPALLS 2-e MIN DR 120 MIN DEPTH If MIN PROVIDE FULL WIDTH OF INGRESS/EGRESS DETAIL NOTES: 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY 70 ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RKGHTOF-WAY O2 ATE DRIVEWAY RAMP AND/OR SITE ACCESS ROAD IV WIDE MINo SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DNOM TOWARD OONSTRUCITON ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCEo IF PIPING IS MIMRACi1CAL, A MOUNTABLE BERM WITH 5.1 SLOPES WILL BE PERMITTED. Zo MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RKGHTOF--WAY THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY WALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLISANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT' SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RK#R-0E-NAY MUST BE REMOVED IMMEDIATELY 3. WHEELS SHALL BE CLEANED TO RBIOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL B DONE ON AN AREA STABIL® WITH QUARRY SPAI1S AND WHICH DRAINS INTO AN APPROVED SEDIMENT' TRAPPING DEVICF- 4o INSPECTION AND NEEDED MAINTENANCE SHALL B PROVIDED AFTER EACH RAIN. PROJECT SQE MIN LENGTH OF (FEET) QUARRY SPILLS* < 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 B DETERMINED BY CITY Imo° CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN RFvI`ION Dar= STABILIZED CONSTRUCTION JANUMI!Y 2018 CITE' OF EDMONDS ENTRANCE ,® PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t . 18go APPROVED B,Y R. ENouSH ER-901 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS FILTER SOCK WITH OVER FLOW HOLES CATCH BASIN NOTES: CATCH BASIN 1. CONTRACTS /R bEVElOPER SHALL MAINTAIN THIS APP TTON AT ALL TIMES DURING CONSTRUCTION PERIOD. L ANY SEDIMENT IN CATCH BASIN INSERT SKALL B REMOVED WHEN INSERT IS ONE-THIRD FULL. & CITY INSPECTION REQUITED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY R,wai Y 2016 CJV OF EDMONDS SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL APPROVED BY R. ENGLISH ER-902 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS BLD2023-1391 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 9/24/2024 BY: CITY ENGINEERING DIVISION ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 G GUIL 1PAS�l �� E� • Q 25385 �ISTEg' 'ti Ssj0NaL 08/ 29124 J a m F- LU d J J J Q Q Q Z Q O cn cn cn co w w w < O Lnn I w W W W 0 V a m a a N N N N N r\-I LT' t\D r- 0000 O O O o Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 1 0/27/23 O RESUB ry Aug 30 2024 CITY OF EDMONDS Z DEVELOPMENT SERVICES O DEPARTMENT U � O W 0 w W U N � 0000 LLJ (D J 0) Z_ C Q J a Q O Z 2 I— O 'r... O m Q -t 0 LLJ LJ :2 N W z liml SHEET: C2.2 SCALE: NTS SE 1 /4, SE 1 /4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W. M. z ,;- -- ; - //- /- - --�;I �� CB RIM�337.76 �3_6:8a---/---- ---- 26'-'r -- 26" �'12" F IE 12RCP(NW)=335.86 7.24 /- -' --- ,'-----}--,'--lF - I F F M// I E 12, RCP(SE) = 335.76 /= - - - - - - ' - - - -' " CB RIM=3,3671 - - _ _ ' 336-\�/- - - - - �� - - - - 16" F F \ » IE 12'XRCP(NW)=328.88 - �� -------,-- -�F-- - 14x2 IE 1112" CPP(SW)=328.88 ' EXIST CB - - - - - - - - - - - - - -/- -26 _ / / + I RIM: 330.71 - - - - - - -/ - J- - - - - - - I - - - -/// / r E (12" NW): 328.88 -� /1- - - - - - - - - - - �� /' '34 / G IE(12"SW)-328.88' -33¢___�%�\ BRING TO GRADE W/ RISERS, M CB RIM=327.80 / VVO _ ��" INST LLSOLID LID ON EXISTING CB F/ I 26" IE 12" CPP(NE) _324. 68 , ��„-' �,� -;/- �� - - - •�% 3 3-° - ��'' M IE 12 PVC(SW)=324.68 / /,- _ _ , �/ 1 \ 71 / /_ -2.5' WIDEGRASS LINED DITCH : ' T \ / FFj�;j' /- TO DIRECT RUNOFF TO CB AND GRILL RdA \ // �� / / - A y 26 SHED GATE , / - i INFILTRATION TRENCH o� / \ / / 95 481 SF F RACK T' p 2 704�310040280G 50 TYP v / SHED /�----- -/_ ----y/ CB RIM=326.19GAGE, l / IE 12" PVC(NE)=323.39 32 IE 12" RCP S=323.39 /� / ./�- - _ - - ► �,� F % 68LF^6 PVC 0.5/o, 441 ol X. / \ 1Zi /� -r/l TP-3 a. 14, PLAN AREA 4 d . ' ° / / / 325.60 323.56 / d d' / /. ' j j. / j i . // I / / 48 / 2 // / . / ^'2.5 WIDE GRASS LINED DITCH / STAIRS CON, S:i / .° ' a d .v / / � _ _ _ _ _ _ _ O _ ��/ 11�/ �� / / /• •� . - - - - TO DIRECT RUNOFF TO CB AND / / 325.42 / / ' v, .. a 4 . .• :Q: • d° ° • - - INFIL ATIOIJ RENC / 3 /\\ �// a• / I I v ti d• ° / Ile' A / 4 - - -/ . /f./�.%�.'/� - - �j / F17 3 4.6`8 / Tloo // / 5� �A SEE C3.2 FOR SOIL LOG i / a . 324.85 m INFORMATION, TYP v.324.25 i, .� ..: , 324.50 8 GEOLOGICAL HAZARD AREA i yi / , i I 3/ of/•.: ` ` l / EROSION HAZARD AREA PER ECDC 23.80.020(A) Q DEC 323.20%..:" : 44 LF 6" PVC @ 0.5/0 / i. ' I I 324.05 / i f / / / /'/• ,q• / ( / :•i: ;'; •' LANDSLIDE/SEISMIC HAZARD AREA ECDC 23.80.020(B/C) / 323.25 ,� <..�.. 323.45 �12 i / -/ 324.0 I /: 32� 38 ! _ / ' //�� i• .iA.i/. 'i`/ / /1- - - - - - - ---------\-- i / \ tiQ ti--------------- r �/ 323.25 ------ \ /'•''/ - // / /j / �� ! '/� -/7i - - \� TP-�% 323.43V. FENCE COR. 0.3'(N) \\ 36_ x2 _ MAINTAIN 1 MIN CO Ev R --- OF CORNER \ % _ 322.27� O ABOVE PIPE r/ M _ \ 42 / \\ ����1 /� 323.65 48 LF " 4" DIP @ 4.0% z \ F / \ CONNECT TO O \ �/ \� / / 323.0 » EXISTING STORM IV = \ 14 DEC �l I � CB RIM 319.82 \ -2.5' WIDE GRASS LINED DITCH ' - / II / SD 60LF^ 61DIP 0.5% /. /. i • ✓ TO DIRECT RUNOFF TO CB AND / 1 / 1E 2 PVC(W)=319.42 \ %• / ,/ \_ // INFILTRATION TRENCH ryP� / 322.0 ` 004 00100 Cc \\ / SOUTHERN PORTION GRADING / / / I \ • i. ' •/. ' / / 1 � EXIST CB AND DRAINAGE PLAN � / C3.2 / RIM: 320.38- I _ / IE (2" PVC E): 319.43 i �'•%� - / ,/ / // 26 // IE (6" DIP N): 319.08 \\ 00 IE (6" DIPS): 318.98 -' 00491100000803 \ - - / 100, / , / ��/ ---- -----rI00P cn F _ 4-----F-_4-- 4 - -- -- \_�/ 42 34 //► 1 - - - O DEC I NEW RESTROOM o / TP- i i FFE: 322.0 \ v \ / SD� . v / 1 � RESTROOM AND ALL UTILITY STUB \ I --- --I I / / L �I I I OUTS PREVIOUSLY COMPLETED BY \ OWNER. UTILITY STUB OUTS INCLUDE \ �� ��S I /-� -�I I % I �_ _ I I / C 36 I ) SEWER, WATER AND STORM \\ N/ F I� v CI // PROPOSED PARKING, PAVEMENT I N I 1 S 28 CB RIM=320.27 \\ PATCHING, AND PORTIONS OF" 1 -----� I-::^.r-`L• ..:` I I \ s _ - Is \ NATURAL DRAINAGE CWALKWAY TO O URSEE TO I I W ALONGI I COULD NOT OPEN \ / ------- \ / EXISTING CBS - wA-------- 3"\- �l - - - fib/ ' I --+-- _ _ -- >.r , 88� P � � i I I ' ' I I v v 320.60 321.0 '02" E 135.E (C) 135. �� 6 ' 321.34 I , N 88 06 I 1 / ) I I I I '°. .° al 0. 8 1 cry 4'.. l I / I I CONNECT TO EXISTING STORM I F____I� 1 I v° I CB TO BE , LOT 4 I 1 I I I .. vI REPLACED WITH I I 0' 320.890, I I i NEW STRUCTURE. WARNER ADDITION I I , :.., I ► I ----� I I I VOL. 15, PG. 76 ----�--- --------------------------- I i1 GRADING AND DRAINAGE PLAN , GRADING AND UTILITY PLAN NOTES: 1. SOILS REPORT REPORT NUMBER: 074217.010 PREPARED BY: LANDAU ASSOCIATES DATED: 23 J U N E 2023 2. 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. 3. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 SWMMWW BMP T5.13. SEE DETAIL 6/C3.2. 4. A TYPE II MANHOLE IS REQUIRED WHENEVER RIM TO INVERT EXCEEDS 51 . 5. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVABLE SURFACES AND V OF COVER UNDER LANDSCAPE AND OTHER HARD SURFACES. 6. TOTAL NEW REPLACED HARD SURFACES: 9,694 SF. - NEW ASPHALT PAVEMENT: 8,388 SF. 4,733 SF PORTION ROUTED TO INFILTRATION #1, 1,200 SF PORTION ROUTED TO INFILTRATION TRENCH #2, REMAINING 2,455 SF BYPASSES INFILTRATION TRENCHES. EQUIVALENT -2,500 SF OF EXISTING ASPHALT ROUTED TO INFILTRATION TRENCH #2. - NEW ROOF: 190 SF. RUNOFF ROUTED TO INFILTRATION TRENCH #2. - NEW CONCRETE PAVEMENT: 1,116 SF. 1,044 SF PORTION ROUTED TO INFILTRATION #1, 72 SF PORTION ROUTED TO INFILTRATION TRENCH #2. NOTE: BOTH INFILTRATION TRENCHES SIZED FOR ALL PROPOSED HARDSCAPE AREAS INCLUDING 25% RETROFIT AND BYPASS AREAS. BYPASS AREAS ARE TO FLOW ALONG NATURAL DRAINAGE PATH AND INTO THE CITY MS4 AS INDICATED ON PLANS. PORTIONS OF EXISTING HARDSCAPE TO FLOW TO INFILTRATION TRENCHES. GRADING QUANTITIES TOTAL EXCAVATION (CUT) - 10 CU YDS TOTAL EMBANKMENT (FILL) - 340 CU YDS TOTAL 350 CU YDS THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. PAVING LEGEND NEW ASPHALT/UTILITY SAWCUT OVERLAY EXISTING ASPHALT ' NEW CONCRETE CATCH BASIN SCHEDULE MARK TYPE RIM ELEV INV ELEV NOTES �1 TYPE 1 323.80 (6" S): 320.26 2 3 4 C3.3 C3.3 C3.3 TYPE 1 322.90 (6" N): 319.92 r 2 3 4 (6" W): 319.82 C3.3 C3.3 C3.3 TYPE 1 323.10 (6" E): 319.60 r 2 3 y 4 (6" S): 319.50 C3.3 C3.3 C3.3 ® TYPE 1 321.80 (6" S): 318.71 2 3 y 4 C3.3 C3.3 C3.3 TYPE 1 320.40 (6" N): 318.68 r 2 3 y 4 (6" S): 318.58 C3.3 C3.3 C3.3 © TYPE 1 320.54 (12" W): 318.44 (6" E): 318.54 2 3 4 C3.3 C3.3 C3.3 (4" N): 318.54 TYPE 1 320.50 (4" N): 319.0 (4" E): 319.0 2 3 4 C3.3 C3.3 C3.3 (4" W): 319.0 INFILTRATION TRENCH SCHEDULE MARK SIZE TOP BOT INV ELEV NOTES LE47' x 10' x 2' 321.0 319.0 IE: (6" PERF PVC): 319.50 e5 IE: (4" DIP OVERFLOW): 321.0 C3.3 IE: (6" PVC, INLET, NW, N): 318.50 2 0 27' x 11' x 2' 320.0 318.0 IE: (6" DIP, INLET, E): 318.50 5 IE: (6" PERF PVC): 318.50 C3.3 IE: (4" DIP OVERFLOW): 320.0 BLD2023-1391 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 9/24/2024 DATE: BY: CITY ENGINEERING DIVISION ENGINES RING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 r Cs GUIL ��ti OF WA S$l .r 08129124 J m N H Lu (D Q Q Q Z = m m m z O (D °o w w w U z Q H � H H 0 U d cm a s m :I- W N \ N \ N \ N \ N \ � r-1 m r_ r_ Ol 0 0 0 0 r-I N r_1 Lin ILD r_ 00 r-1 O O O O Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 RESUB Aug 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W V Q �--' Z Ld Q ,, ^^ V I Q ? Q 0 Q w Li U N � C* 0 W 0 J � Z 0 Z J CL Q Q m C Z co N Z Q < O Z O Z Q F- �LLI J CV 1� SHEET: C3ml 0 10 20 321.93 ASPHALT WALKWAY 321.86 322.10 EXIST CB RIM: 321.28 IE (8" W): 315.98 IE (8" S): 315.87 321.40 '_4 REPLACE/ADD CURBS AS REQUIRED PARTIAL GRADING AND DRAINAGE PLAN CATCH BASIN SCHEDULE MARK TYPE RIM ELEV INV ELEV NOTES TYPE 1 323.80 (6" S): 320.26 12 3 4 C3.3 C3.3 C3.3 5 TYPE 1 322.90 (6" N): 319.92 2 3 4 (6" W): 319.82 C3.3 C3.3 C3.3 TYPE 1 323.10 (6" E): 319.60 23 4 (6" S): 319.50 C3.3 C3.3 C3.3 TYPE 1 321Vt/.80 (6" S): 318.71 2 3 4 C3.3 C3.3 C3.3 TYPE 1 320.40 (6" N): 318.68 2 3 4 (6" S): 318.58 C3.3 C3.3 C3.3 TYPE 1 320.54 (12" W): 318.44 (6" E): 318.54 2 3 4 C3.3 C3.3 C3.3 (4" N): 318.54 TYPE 1 320.50 (4" N): 319.0 (4" E): 319.0 2 3 4 C3.3 C3.3 C3.3 (4" W): 319.0 SE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, 771 C�l /1�77 RIM: 320.60 IE (12" RCP N): 318.72 IE (12" DIP E): 317.27 IE (12" DIP S): 317.27 I I i 45 LF ^ 12" DIP @ 0.5% I I I EXIST CB RIM:320.60 IE (12" RCP S): 317.04 I IE (12" DIP N): 317.04 I I I I I I I I I INFILTRATION TRENCH SCHEDULE MARK SIZE TOP BOT INV ELEV NOTES 01 47' x 10' x 2' 321.0 319.0 IE: (6" PERF PVC): 319.50 5 IE: (4" DIP OVERFLOW): 321.0 C3.3 IE: (6" PVC, INLET, NW, N): 318.50 02 27' x 11' x 2' 320.0 318.0 IE: (6" DIP, INLET, E): 318.50 e5 IE: (6" PERF PVC): 318.50 C3.3 IE: (4" DIP OVERFLOW): 320.0 60 LF - 6" DIP @ 0.5% NEW RESTROOM FFE: 322.0 ROOF & FOOTING DRAIN RANGE 4 EAST, /j RESTROO/ ALL UTILITY STUB / OUTS PREVIOUSLY COMPLETED BY OWNER. UTILITY STUB OUTS INCLUDE SEWER, WATER AND STORM 16 LF - 6" DIP @ 6.8% 24 LF - 4" DIP TIGHTLINE @ 6.8% D -S n 135.76'(C) EXIST CB RIM: 320.27 IE (4" E): 319.32 IE (4" N): 318.87 IE (6" W): 318.77 35.88'(P) 5 10 W.M. SOIL LOGS: (PER SOIL REPORT BY LANDAU ASSOCIATES) PIT-1 (ELEV:NOT MEASURED) 0.0 - 0.25 SP-SM (TOPSOIL) BROWN, FINE TO COARSE, SAND WITH GRAVEL, SILT, AND ROOT ORGANICS (LOOSE, DAMP) 0.25 - 2.25 SM (RECESSIONAL OUTWASH) LIGHT BROWN, SILTY SAND WITH GRAVEL AND ROOT ORGANICS (LOOSE, DAMP) 2.25 - 10.25 ML BROWN -GRAY, SILT WITH GRAVEL TRACE COBBLES, AND MOTTLING (MEDIUM STIFF, DAMP) (INFILTRATION TEST DEPTH) 10.25 - 10.50 SM GRAY, SILTY, VERY GRAVELLY, SAND WITH COBBLES (MEDIUM DENSE, DAMP) SAMPLES WERE COLLECTED AT 1.25, 2.25, 6.25, AND 10.25 FEET GROUNDWATER NOT OBSERVED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 10.5 FEET ON 05/24/23 TP-1 (ELEV:NOT MEASURED) 0.0 - 0.25 SP-SM (TOPSOIL) BROWN, FINE TO COARSE, SAND WITH GRAVEL, SILT, AND ROOT ORGANICS (LOOSE, DAMP) 0.25 - 1.75 SM (RECESSIONAL OUTWASH) LIGHT BROWN, SILTY SAND WITH GRAVEL AND ROOT ORGANICS (LOOSE, DAMP) 1.75 - 3.75 ML BROWN -GRAY, SILT WITH GRAVEL TRACE COBBLES, AND MOTTLING (MEDIUM STIFF, DAMP) 3.75 - 9.50 SM LIGHT BROWN, GRAVELLY, VERY SILTY, SAND WITH COBBLES (MEDIUM DENSE, DAMP) SAMPLES WERE COLLECTED AT 1.75, 3.75, 5.75, AND 8.25 FEET GROUNDWATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 9.5 FEET ON 05/24/23 TP-2 (ELEV:NOT MEASURED) 0.0 - 0.25 SP-SM (TOPSOIL) BROWN, FINE TO COARSE, SAND WITH GRAVEL, SILT, AND ROOT ORGANICS (LOOSE, DAMP) 0.25 -4.25 SM (RECESSIONAL OUTWASH) BROWN, SILTY SAND WITH GRAVEL ORGANICS, AND MOTTLING (LOOSE, DAMP) 4.25 - 5.75 ML BROWN -GRAY, SILT WITH GRAVEL, TRACE COBBLES, AND MOTTLING (MEDIUM STIFF, DAMP) 5.75 - 9.0 SM GRAY, SILTY SAND WITH GRAVEL AND COBBLES (MEDIUM DENSE, MOIST) SAMPLES WERE COLLECTED AT 1.50, 4.25, 5.75, AND 8.25 FEET GROUNDWATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 10.3 FEET ON 05/24/23 TP-3 (ELEV:NOT MEASURED) 0.0 - 0.25 SP-SM (TOPSOIL) BROWN, FINE TO COARSE, SAND WITH GRAVEL, SILT, AND ROOT ORGANICS (LOOSE, DAMP) 0.25 - 3.33 SM (RECESSIONAL OUTWASH) BROWN, SILTY SAND WITH GRAVEL ORGANICS, AND MOTTLING (LOOSE, DAMP) 3.33 - 10.30 ML LIGHT GRAY, SANDY SILT WITH MOTTLING (MEDIUM STIFF, DAMP) SAMPLES WERE COLLECTED AT 2.75, 3.33, AND 10.0 FEET GROUNDWATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 10.3 FEET ON 05/24/23 TP-4 (ELEV:NOT MEASURED) 0.0 - 0.25 SP-SM (TOPSOIL) BROWN, FINE TO COARSE, SAND WITH GRAVEL, SILT, AND ROOT ORGANICS (LOOSE, DAMP) 0.25 - 5.25 SM (RECESSIONAL OUTWASH) BROWN, SILTY SAND WITH GRAVEL ORGANICS, AND MOTTLING (LOOSE, DAMP) 3.33-8.25 ML BROWN -GRAY, SILT WITH GRAVEL, TRACE COBBLES, AND MOTTLING (MEDIUM STIFF, DAMP) 8.25 - 10.0 SM GRA, SILTY, VERY GRAVELLY, SAND WITH TRACE COBBLES (MEDIUM DENSE, DAMP) SAMPLES WERE COLLECTED AT 1.5, 5.25, AND 8.25 FEET GROUNDWATER SEEPAGE WAS NOT ENCOUNTERED TEST PIT CAVING WAS NOT ENCOUNTERED TEST PIT WAS COMPLETED AT 10.3 FEET ON 05/24/23 B LD2023-1391 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 9/24/2024 m = 0- llm�lhl ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 �C5 GUI�L 4` of WASk A. �5385p ��ISTEg' �IONAL 08129124 J Q H H m N 2 W <m mm z L7 O N N N co W W W O Q cif w J W W W 0 U d m a a In � � � � W N N N N N I- �l m r_ r_ rn Q O O O rI N .\i Ian l\O r_ W O O O O Y D' Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 Z RESUB Aug 30 2024 0- CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (W V a cy- W Q � w W V N 000 0 p p Z J 0 Z J CL Q Q J = C m 0~0 aZ �.t...'o Z Q m p O LL Q F_ Q T___ d' G Q �/ W m N W J SHEET: C3m2 CITY ENGINEERING DIVISION 4" DIA PERFORATED PVC PIPE WITH 6" OF 1" MINUS GRAVEL ALL AROUND, WRAPPED IN NON -WOVEN GEOTEXTILE 8" MIN FROM WOOD. FABRIC, SLOPE AT 0.5% MIN. SEE STRUCTURAL DRAWINGS TURN DOWN PERFORATIONS AS SHOWN 6" PVC DOWNSPOUT TIGHTLINE TO CONVEYANCE III —I SYSTEM @ 0.5% MIN. PLACE FINISHED GRADE NEXTTO FOOTING DRAIN OR AS SHOWN ON GRADING & DRAINAGE PLAN 111- (CONTRACTOR MAY LOCATE ON EITHER SIDE OF FOOTING DRAIN) 0 ° O 00 ° ° OHO O O°0o 00. LINE OF MAX EXCAVATION. �o O ° 0 O a zn IF SOIL IS OVEREXCAVATED, O oO ° ° a c REPLACE WITH LEAN MIX O OO o CONCRETE FOOTING � 1 FOOTING AND ROOF DRAIN SECTION SCALE: NTS METAL FRAME AND GRATE MARKED "DRAIN" z Ln N W 4" (MIN) 0 OBSERVATION WELL PER NOTE 1 SE 1/4, SE 1/4, SECTION 31, SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLOWMICES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSw (WSDOT STD SPEC 9-05.20) Ir SOLID WALL PVC 15" EC (WSDOT SID SP9-05AZ(1)) Ile (WSDCT STD SPEC 9—M12(2)) Y * CORRUGATm POLYETHYLENE STORM SEWER PIPE 8;OR12" RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIF1GATION 9-05050(3). 2. AS AN ACCEPTABLE ALTERNATIVE 70 REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A407 CAASHM M 221). WIRE FABRIC SHALL NOT + BE PLACED IN KNOCKOUM �c+ 3o APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF k ALL JOINTS, RINGS, RISERS AND FRAME& 46 ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMM OF 20" KNOCKOUTS MAY BE EITHER ROUND OR " D" SHAPED & THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT 0 5'-0" 6o THE TAPER ON THE SIDES OF THE PRECAST BASE SEMM AND RISER SECTION SHALL NOT EXCEED 1/2"/FT ` 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FR WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASS 8, VERnCA_ 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 I APPROVED BY: R, ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS NOTE: OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC. 9-05.2(6), OVERFLOW PIPE DOUBLE LAYER OF 12" PERFORATED PVC UNDERDRAIN PIPE PER PLAN OVERLAY FILTER FABRIC REVISION DATE JANUARY =16 STANDARD D ETA I I SD-303 FINISHED GRADE CATCH BASIN (LANDSCAPE OR PAVEMENT SURFACE) PER PLAN T'll iF �00000�000000000000 O O 6" PVC PERFORATED PIPE II I I —III -I I -III-I I 10.00' O R 11.00' TYPICAL 10' WIDE INFILTRATION TRENCH 6" PVC DOWNTURN ELBOW WRAP GRAVEL ENTIRELY WITH AND OVERLAP FILTER FABRIC SECTIONS WASHED ROCK 1 1/2" - 3/4" TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. il +1 , ­07 TV) kL--9/16"1-1/2" _ 16"x22" 4" 17-3 4"x23-3 4" SECTION A —A A �o 25" 7-7 8" TA R M SEE NOTE 1 E/4' VLEVEL PAD 16 3/4" x 2-1/4" x 1/8" PLAN CEMENT CONCRETE cum PAVEMENT, VANS------- AT, NS • } DEPTH - - - - '. • .:. I} __GUTTER____ ' ZY PREMW 'CONCRETE ,. • RISERS CATCH BASIN WALL SECTION B—B VERTICAL CURB OR CURB AND GUTTER B� NOTES: B � PLAN 1. DRILL AND TAP FOR, AND PROVIDE; TWO LOCKING BOLTS 5/8 -11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER 3. SET FRAME 70 GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAMED 4. MATCH CENTERLINE OF CATCH BASIN 70 CURB LINE FOR TYPE 1 AND 1-La 5o VANED GRATE SHALL BE INSTALLED ON CONTINUOUS ROAD SLOPES. HERRINGBONE GRATES SHALL BE INSTALLED IN ALL SAGS AND SUMPS. S. CURB/CURB AND GUTTER AS REQUIRED BY THE CITY ENGINEER. `St. 10- RE STANDARD ,uNuBoer 2018 CITY OF EDMONDS FRAME INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY R° ENGLISH SD-320 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL 2" ORGANIC MULCH UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) UNDISTURBED TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL PLANTING BEDS ^^TURF (LAWN) AREAS 0" �II I�IIIINAIIIINAIVINIIIIIIYNI�IIIIIINb I GRASS: SEED OR SOD — I I- _ 7T DETAIL 1/8" x 3/4" x 2-1/4" SEE COE STD DTL SD-324 (6 MIN) 23-3/4" 1/2" PLAN 5° DRAFT ELEVATION 1/16" NOTES: 1. USE WITH TWO LOOKING BOLTS 5/8 =11 NO STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. NOTE SLOT DETAIL. 2. MATERIAL IS DUCTILE IRON AMU A538 GRADE 80-55-08. 30 ' OUTFALL TO STREAM DUMP NO POLLL TANTS" IN RAISED LETTERS SHALL BE LOCATED ON GRATE AS SHOWN, BORDER AREA. 46 SHALL CONFORM TO SEC. 7.05 OF THE WSDOT STANDARD SPECIFIC�AIONS. & WELDING IS NOT PERMITTED. & USE IN CONTINUOUS SLOPE CONDITIONS ONLY 7. EDGES SHALL HAVE 0.125" RADIUS, 0.125" CHAMBER OR COMPLETE DEBURRING. & USE A THROUGH CURB INLET WITH HERRINGBONE GRATE IN SAG VERTICAL CURVES PER COE STD DTL SD-32C `St. IB9- 3" OF COMPOST 1.75" OF COMPOST INCORPORATED INCORPORATED INTO 5" OF INTO 6.25" OF SITE SOIL (TOTAL SITE SOIL (TOTAL AMENDED AMENDED DEPTH OF 9.5", FOR A DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8') SETTLED DEPTH OF 8-) SUBSUBSOIL \ \ LOW COMPOST AMENDED LAYER \ COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) \ // /\\ \\//\ (12" BELOW SOIL SURFACE) OPTION 2 — AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE 2" ORMULCH /�/�/��/�/� I GRASS: SEED SHALL BE FENCED AND IXISTING VEGETATION AND SOIL SHALL BE 0 OR SOD — PROTECTED FROM CONSTRUCTION - II_ 11=1 11=1 I I -I 11=1 11=1 11=1 11=1 11=1 I= - I I 11=1 1 111=i i �- IMPACTS. II-III-ITi-ITi=11�=11�=11� 6" IMPORTED JIIEIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII EEE IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 6" IMPORTED 2. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO TOPSOIL MIX III -III -III -III -III -III- II -III -III -III -III -III -I TOPSOIL MIX FULLY SATURATE WITHOUT I I=1 11=1 11=1 I I -III -III -III (COMPACTED III=III=III=III=III=III=1 1=1 11=1 11=1 III-III-III-III-III=III=11 I I -III -I I I -I I I (COMPACTED CAUSING EROSION. DEPTH) II-111-III-III-III-III=III » 1=III-III=III=III-III-III 6 - - - - I - I1=1I DEPTH) 3. COMPOST SHALL MEET SPEC. REQUIREMENTS IN THE 2017 SUBSOIL IS \ // //\ / " \\/\\ \\ SCARIFIED 6 \ //\ //\ //\ \\ /\j ///�/ \ \ \// \// � SUBSOIL IS SCARIFIED 6 EDMONDS STORMWATER ADDENDUM (CHECKLIST 7). BELOW \% / %\\ \jam\/ IMPORTED \ j\\\\/�\\ \/ \/\\\ \\� / \\ \//\\// / BELOW IMPORTED 4. COMPACTION OF TOPSOIL (WHERE TOPSOIL MIX \// /�//�//\ �/ 12» //j/jam/jy/� TOPSOIL MIX REQUIRED) TO BE TO 85% (MAX) OF THE MAXIMUM DRY DENSITY OPTION 3 — IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). REVISION DATE POST CONSTRUCTION SOIL DECEMBER 2017 CITY OF EDMONDS QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs t . 18g,3 ###### Li APPROVED BY: CITY OF EDMONDS STANDARD DETAIL ISION DATE RV:EN 15 CITY OF EDMONDS VANED GRATE PUBLIC WORKS D DEPARTMENT APPROVED BY: L ENOM 3 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS B LD2023-1391 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 9/24/2024 BY: CITY ENGINEERING DIVISION = 40�0111 1 ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GULL v of wAsk CA En � IL �7s afEg� �I0 08129124 Q H 2 m Ln H 2 W a Z H H H zEs = m m m z 0 ::) ::) ::) O co N N N W W W O Q cii w 0 J U W 0- m W 0- W 0- m � � � � W fV fV fV fV fV I— rl m I- r- m Q O O O rI CV .\i Ian l\O r- W O O O O Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 V RESUB Z O Aug 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1 ! 1 W 0 Z Y ~ Q cy- LLJ co clq cy—W U O Q W W p J � > Z LLJ J 0 Q.� J Q m I-- 00 N Z C) = 2 p r O � Q m N La V yT11��TE C3m3 SCALE: NTS SCALE: NTS SE 1/4, SE 1/4, SECTION 31, TOWNSHIP X I � I , / / / �\`\(3 / - / , -/-r------ - / / /ijJi---/ /J--- �' 3j `•,�� •' _ /ice - y - -/- - r ��� � / TP-4 Xz_ y / SHED GATE; - d , PO, /� - , - /l - - BIKE / 32z // RACK / SHED 11 / -- -- --- 32 -loolz 44, 10, v. / zzz o� / PiAf AREA / / / 17 / 48 STAIRS v.26 r _ _ 10, f - / /• /. • ter- /i I � � _ L/_ r �_ /i / � ' �10 "x2 % . % ,. ,/ I /' ♦ /%�� DEC o a 27 NORTH, RANGE 4 EAST, W.M. . F F M �F- g 22 --� - / - - / -, - - - ,16 �,� - -- --- - - --- - --- --- ------�--- ,--26- / --/-- --- a----�/F ,�I o - 34" % ,� -=-32 ----/-�-38 M F I - *-/�2 �/ M /- — — � - 2-6 44 F Z 'RILL - T AR A 26 a 95,481 SF \ 33 , F \ 27043100402800� / / / / / / TP-3 :. A: •d°a•• a // d ' 4 . .. ° d' / ° 4 d dd / ' ° d .e d a• d .4 , .12 �/ a EXISTING IRRIGATION TO MAIN. ADJUST LIDS AS NEEDED, TYP ----------------- •,A �� / / 2 I / \ / (ICVS WILL BE DISTURBED DURING THE CONSTRUCTION OF THE — — — — — — — — — — — — INFILTRATION TRENCH) \ .100,��f yri TP-�_r w / FENCE COR. 0.3 N \ /_� //.' .M,•%.;% y ,_ _ f/ '�\- --�, / �,OF CORNER \\ H H z o I / ./. ' • • ' �/ 42 G 16 ' � /' 14„ /W / DEC DEC \ SD LOT 1 `\ 11 LF 6" PVC @ 2.0% Q 00 - �/F 26 0049110000080�3 CONNECT TO SS H / � �' ' HOOP v �/' d 14 ASPHALT vv ♦ _�./ / 42 „ /� � �� BACKFLOW 4 a ��� / / 34 // / 0 1 PREVENTER C4.2 C NEW RESTROOM o / F EXIST SSMH RIM:321.28 TP- / / IE (8" W): 315.98 / ' IE (8" S): 315.87 / IE (6" E): 315.97 1" TYPE K COPPER . — �� WATER SERVICE / / EXISTING BLOWOFF AT END OF MAIN �� I --I-- — -Y / - ---- 6 / ` CONNECT 3/4" SERVICE f / �� ` TO WATER MAIN II -----II 2 SSCO 2 RIM:321.30 C4.2 IE (6" NE): 316.29 IE (6" W): 316.19 — WATER AND SEWER PLAN 3/4" WATER METER FFE: 322.0 \ \ RESTROOM AND ALL UTILITY STUB \ OUTS PREVIOUSLY COMPLETED BY \ �I OWNER. UTILITY STUB OUTS INCLUDE \ C 36 I % SEWER, WATER AND STORM \\ ' \ SSCO IE: 318.0 c, ; 28 ;� \\ i'02" E 135.76'(C) 135.88'(P) 3 SIM 40 LF — 6" PVC @ 4.2% (2% MIN) SEWER CLEANOUT TO BE LOCATED IN THE RIGHT OF WAY(WEST SIDE OF PROPERTY LINE). --------------- __________ ------- I I I I � II I I LOT 4 I � I I � I WARNER ADDITION I I 20 0 10 20 40 WATER AND SEWER PLAN NOTES: 1. THE CITY OF EDMONDS WATER DEPARTMENT WILL TAP WATER MAIN AND BRING SERVICE TO THE PROPERTY LINE. ALL RESTORATION WITHIN THE ROW TO BE COMPLETED BY THE CONTRACTOR. UTILITY CROSSING TABLE MARK UTILITY UTILITY FIN. GRADE SEPARATION NOTES 6 SD IE:318.55 TOP: 319.05 6 SS 1E:317.19 TOP:317.69 321.56 0.86' - * USE FOAM FOR CROSSING < V OF SEPARATION. GEOLOGICAL HAZARD AREA EROSION HAZARD AREA PER ECDC 23.80.020(A) LANDSLIDE/SEISMIC HAZARD AREA ECDC 23.80.020(B/C) B LD2023-1391 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 9/24/2024 DATE: BY: CITY ENGINEERING DIVISION O G ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI�L 4 of WABk C5 tip' j`/c� GIS as �o A, �I0 08129124 Q F- m N W z 0 co W W W U Q twin LLJ W J W W W U d [0 a a m � � � � W N \ N \ N \ N \ N \ � rl m I� Ol � � n w Ln � O O O O Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 RESUB Aug 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z Q y_ (n Q w �..d C (0 w W � o () w Q 00 o J 0) Z_ CL 0 J J Q Z Q F--' Q m 00 Q p Z w m O O F_ F_go Q w N LaUw SHEET: C4.1 SE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. O GI LINE O ILID FINISHED GRADE �F] METER SUPPLI°1 BYCITY ED L r � � I BI� II L1 C C Ll �DIRECTION 111— -3 A D OF FLOW ^ / �' J IMATERIAL LIST: A ALL 1* SERVICES TO BE TYPE V SOFT COPPER TUBING B 1* BALL CORP. STOP WITH CC THREAD INLET AND COPPER (ICT5) GRIP OUTLET (FORD OR MUELLER) C DUAL PURPOSE UNION D MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD 884-444Q FOR 1" OWHEN REPLACING EXISTING SERVICES: 1' METER SETTER WITH ANGLE BALL METER VALVE le HIGH WITH DUAL PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL. OUTLET' EQUAL TO FORD VB74-15W-11-44 WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-IBW-11-44 F 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S G IN UNPAVED AREAS- CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS- ARMOR CAST A8001948PCX12 BOX W/ A800196969 RCI LID H FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED r X r STAKE WITH "WATER! STENCILED ON IT 1 14 GA. VINYL COATED WARE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE J SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING K WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTCR (PER PLUMBING CODE) L PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT, CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/r METER, CONTRACTOR WILL PROVIDE REDUCERS BACK SIDE OF METER BOX SFWl BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEERo METER BOXES SHALL NOT BE SET IN DRNEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. REVISION DATE CD�Y �� �����®S 1" WATER SERVICE JANUARY2021 FOR 3 4 & PUBLIC WORKS 1" METERS) STANDARD DEPARTMENT DRTAII FS t . 18g(3 APPROVED BY: L ENGLISH WA-1 30 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 0 GRIPPER PLUG SEE COE STD DTL SS-200 COLLAR r ABS/PVC INSERT PIPE* CLEANOUT SEE COE ST'D 0% SS-200 FEMALE ADAPTER e SIDE SEWER _VALVE BODY — — L�FLOW STREET -SIDE `HOUSE -SIDE e TO r REDUCER r SIDE SEWER * BOTH RISER PIPE AND INSERT PIPE CAW BE EXTENDED -CONTACT MANUFACTURER. NOTES: 1. THREADED PLUG, FEMALE ADAPTER, INSERT PIPE; AND RISER PIPE MAY BE SUPPLIED BY OTHERS. 20 BAICMDW PREVENTER SHALL BE LOCATED FROM HOUSE BETWEEN 2• TID e 3o BACKFLOW PREVIMER VALVE SHALL BE A CLEAN CHECK, INCo MODEL fo E9V-P401 OR EQUIVALENT. CJY OF EDMONDS PUBLIC WORKS DEPARTMENT `St. 18y SIDE SEWER BACKFLOW PREVENTER APPROVED BY: L EIIOLIaIi CITY OF EDMONDS STANDARD DETAIL REVISION DATE JAMM 2018 STANDARD DETAIL SS-211 W 7 SIM NOTE: TIE SERVICE INTO SSMH PER PLAN. CLEANOUT 9L WITH 46 2' BEND AND - (TV) (MI IJ II — CLEANOUT (LOVE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR Ir LOOKING COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG 1 r:b FINISHED GRADE ((C E 27081 OR APPROVED WATER Tim IT CAP LEVELING COLLAR SEE NOTE 4 4W RISER 1 r PVC SLEEVE 46' e RISER e WYE AND a CRY STUB r OR a SDE SEWER 46' BEND r GENERAL CLEANOUT DETAIL 4" OR 8" SIDE SEWER CLEANOUT DETAIL Ir LOCKING COVER AT PROPERTY LINE/CITY EASEMENT SEE NOTE 3 � COLLAR NOTES: OTE 4 1. SEWER PIPE SHALL BE SDR-36 AND JOINTS SHALL BE gi f- ASPHALT SURFACE GASKETED. ,� •. 20 PIPE SLOPE TO BE 2X MIN AND UP TO 509 MAX 3.SEWER CLEANOUT TO BE Ir CAST IRON CLEANOUT COVER WITH 1/2" HEX BOLTS AND A PICK HOLE. FAST JORDAN S FOOT LONG 12' PVC IRON WORKS PRODUCT #00388102 OR APPROVED EQUAL. LEEVE e RISER END OF PIPE GRIPPER 46 LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS- 0� (APPCROA NE��1 • IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x241x8" DEEP CONCRETE COLLAR OR 2e DIAMETER x r DEEP UNDER ASPHALT OR CONCRETE CONCRETE CHAR <St. 189v REVSION DAIB C 0 TY OF EDMONDS SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DRTAII APPROVED BY: L ENGLISH SS-200 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS RELINER INSIDE II BOWL SECURED WI STAINLESS STEEL. FASTENERS �.n 3:� ; . • •. RELINER STAINLESS STET] STRAPS SECURED TO STRUCTURE WALL WITH STAINLESS STEEL FASTENERS AT 4• INTERVALS (MIN OF 2) ' 3/r PIPE DIA 9 CH NN DEPTH . ' • 3/8'/FT A. v... •. a 4. .. --PVC PIPE ------ CHANNEL BEND TO CHANNELSR IN C MAIN CHANNEL o .+�` MANH OLE (SHELF) / r.y : •! TB7TTOM OF NEW CHANNEL CONCRETE FILL STANDARD MANHOLE CHWNELRATION DROP DISCHARGE DIRECTLY TO CHANNEL DO NOT USE RELINER INVERT CHANNEL NOTES: 1. DROP BOWLS SHALL BE A RELINER-DURAN DROP BOWL KIT OR EQUAL AS APPROVED BY CRY 20 SIZE OF DROP BOWL & DROP PIPE SHALL BE EQUAL TO INLET PIPE. 3. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 4. INSIDE DROP SYSTEM ALLOWED ONLY WITH PRIOR CITY OF EDMONDS APPROVAL. PVC INSIDE DROP RcVFEBRUM �200 CD�Y OF EDMONDS SYSTEM MANHOLE PUBLIC WORKS �iAI'JDARE DEPARTMENT DETAIL APPROVED BY: Ito EKGM SS-220 mom CITY OF EDMONDS STANDARD DETAIL NOTES: OF STUB FOR FUTURE DEVELOPM SEWER STUB SHALL BE LOCATED 1 INSIDE PROPERTY LINE & STAKED. PLACE rwr TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADED 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 GRADED W `LOOKING CLEANOUT COVER PLR COE STD DTL SS-200 r LATERAL SEWER SLOPE - 29 MIN TO 50% MAX 2 5* OR 46 BEND e TEST TEE e WYE,/8" ROLM SADDLE SEE NOTES 1 AND 2 POSSIBLE SEWER MAIN LOCATION 22.6 OR 46 BEND e TEST TEE e" TEE POSSIBLE SEWER MAIN LOCATION 1. WHEN TAPPING INTO EXISTING MAIN A ROMAO 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 CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAI„ A CONCRETE,/PVC STRONGBACK FfRNCO RC SERIES OR ROMAC COUPLING SHALL BE USED AND SECURED PER Ml INSTRUCTIONS. & BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 4. SEWER PIPE SHALL BE SDII AND JOIN75 SHALL BE GASKETED. & IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. CDTY OF EDMONDS PUBLIC WORKS DEPARTMENT <St. JB9- NEW LATERAL SEWER FOR EXISTING SEWER MAIN PIPE APPROVED BY: L ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE FEBRIII 2111 STANDARD D RTA I I SS-202 B LD2023-1391 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 9/24/2024 BY: CITY ENGINEERING DIVISION ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GULL 4 of wAsk . QISW-A, �I0 08129124 J Q I- m H 2 LU � H H H = m m m z 0 D D D O co cn cn cn LU LU LU O Q Uj Ln Lj� o J U LLJ d co LU a LU a m IZT IZT � IZT W fV fV fV fV fV k- rl m r- r- rn Q O O O rI N r-i 11 l\O r- W O O 0.0. Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 RESUB Aug 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Y (10 c W Ili A W O cy— U W 00 p J 0) Z_ CL J Q J = m 00 N >- 0 Z m p O ago � N W 0-7:IE1111Kl9 C4.2 SCALE: NTS SCALE: NTS SE 1/4, SE 1/4, SECTION 31, TOWNSHIP x I j I x APPROXIMATE LOCATION OF EROSION HAZARD AREA PER GEOTECH REPORT. PER GEOTECH REPORT I / zf_ MINIMUM SETBACKS ARE NOT WARRANTED AND i'' 1' THEREFORE, NOT SHOWN. PLEASE SEE GEOTECH / / /\GCS r REPORT BY ZIPPER GEO FOR MORE INFORMATION / \" / / // fir," `:�,•=�'• / � / - > - y - -/- - / APPROXIMATE LOCATION OF LANDSLIDE/SEISMIC / ,f/� - /- - f - ��� & / / TP-4 7/ / HAZARD AREA PER GEOTECH REPORT. PER GEOTECH /�/ " % ..., • i _ \/ , G� --� REPORT MINIMUM SETBACKS ARE NOT WARRANTED ; 7/AND THEREFORE, NOT SHOWN. PLEASE SEE GEOTECH SHED GATE /, � REPORT BY ZIPPER GEO FOR MORE INFORMATION /Yj, BIKE / ,� / / 3< /- - - - RACK / � - 50 F / 111/11/LLl /� / 32 EXISTING 70.90" �c 61.38' PLAY AREA'/ '' /�/ .I� F / r r _ i - / - '� / / -�� / / /�/i ' •i ' • i' l • /� // NEW 12' x 3', 5" CONCRETE SLAB-` <1 o V / Y)C�j - - ' W/ #4 @ 14 OC EA WAY, / \\ .'f .' y. f.' / �, /i• f• i . �i �i/ .J CENTERED; FOR BENCHES / - (1 /! y %! i • f. - - - - - iA/ (BENCHES BY OTHERS) / 0�// •'� % ' / PIA AREA l a / 17 NEW 12 x 3', 5 CONCRETE SLAB WX. 48 #4 @ 14 OC EA WAY, CENTERED; FOR / STAIRS Al / / /,� ✓�� . ./ i i. ' / - BENCHES (BENCHES BY OTHERS) 26 G,�P �' 1771 /•/. / ' NEW 10 x 10', 5 CONCRETE SLAB W/ #4 8 » y y / @ 14 OC EA WAY, CENTERED; FOR , DEC • .y10 x2'.;� PICNIC TABLE PICNIC TABLE BY OTHERS / / 'i' o/7 27 NORTH, RANGE 4 EAST, W.M. 26 12 ----- -,---- }--/7 F F M - i--- - '--�-- 22 --� -- f8 / -- --�/-- -- - - 16 F --------,-- -/F-- e -- 14"x2 - - - - - - - - - - - - � / - - - - - - F ; `� - /--------- -----26-r / -'-- J---------//F / ------ --/ -�� �, 34" ' _ / / -- -- ---,'/ F k' 26 - - 42 -, M 44 - e � BBQ I— F GRILL '' F� I F ��V�,/ T AR A y 26 95,481 SF 33 27 4310040280,1 NEW 10' x 10', 5" CONCRETE SLAB W/ #4 — —��� @ 14" OC EA WAY, CENTERED; FOR PICNIC TABLE (PICNIC TABLE BY OTHERS) / / NEW 10' x 10', 5" CONCRETE SLAB W/ #4 °// @ 14" OC EA WAY, CENTERED; FOR PICNIC / TABLE (PICNIC TABLE BY OTHERS) :a. / ° ° • 'd ° EXISTING 65.75' x 29.81' CONCRETE SLAB 7 NEW 30' z 20', 5" CONCRETE SLAB, SEE PAVILION PLAN FOR DETAILS r /Cif 4 �. G j /� • ' •� ' �'.r"' I• ' • ' it / � — / I / � � Oo a -------- --------------- '� " - � I / // �� PIT- — /�------- ------ \ •� TP- / FENCE COR ,,. 36_ x2 OF CORNER HH 16 ,� . • . , ., . , •ff.��„_ / / - _ � '�/ �' , 14 I cal DEC DEC sD LOT 1 ASPHALT W KWAY 004 00100 • J / // / / j /•�� / / � ' `` TYP 4 4 C REMOVABLE BOLLARDS C5.2 C5.3 I NEW 12' x 3', 5" CONCRETE SLAB W/ #4 \\\ / @ 14 OC EA WAY, CENTERED; FOR \ 00 / 10 00 BENCHES (BENCHES BY OTHERS) \ RELOCATED PARK SIGN " /.ASIPHALT WALKWAY / / C5.2 REPLACE 18 LF EXTRUDjD eUR6 / HOOP ' / 5 REMO B LARD I O� / ° 14" PNAI T� / AS _ _y 42 , C5.3� o `�/ / / / 34 1 NEV1/PAVEMENT� �EC NEW RESTR00M o 5.3 / / TP.000 - i 33 C5.2 80 LF NEW EXTRUDE l?.CURB URBI ALL PARKING ST/ALL7SS TO BE 16.5' x 8.5 MIN PARKING STRIPING N 88006'02" E 135.76'(C) 135.88'(P) REPLACE 41 LF EXTRUDED CURB UTILITY TRENCHING PER I i I i I RESTORATION LIMITS TO BE DETERMINED I BY CITY ENGINEERING INSPECTOR I I I L07 I 00491100000803 \\ REFER TO 2 & 3/C5.3 FOR \ \ BATHROOM SUPPORT SLAB \ NEW 10.5' x 12' RESTROOM \ \ \ RESTROOM AND ALL UTILITY STUB \ OUTS PREVIOUSLY COMPLETED BY \ OWNER. UTILITY STUB OUTS INCLUDE \ SEWER, WATER AND STORM \ - - - - - - - - - - - - - - - - - - - ------------ Utility patches shall be combined and full width or half width overlay will be required depending on the extent I I of disturbance. Where utility patches fall entirely within one travel lane, the overlay shall extend to the I I centerline of roadway. Where utility patches extend into both travel lanes then a full width overlay is required. , LOT 4 WARNER VOL. 15) ADDITION PG. 76 �6 40 GEOLOGICAL HAZARD AREA EROSION HAZARD AREA PER ECDC 23.80.020(A) LANDSLIDE/SEISMIC HAZARD AREA ECDC 23.80.020(B/C) B LD2023-1391 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 9/24/2024 BY: CITY ENGINEERING DIVISION O G ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI�L 4 of WABk •Y G1S aW 'A �IONAL 08129124 Q H m N W a m m m z O °o w w w U Q Ln W J W W W 0 U a m a a m IZT IZT 1:* IZT W N \ N \ N \ N \ N \ n W r-� Ln Q0 r-� 0 0 0 0 Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 RESUB Aug 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Q w ~ C CL W U O LLI 00 W CD J 0) ZC Q O J = 3: Q� 1..� m 00 Q L Q p Z = 00 W < :2 N LEI Ld SHEET: C5ml SITE IMPROVEMENT PLAN 20 0 10 20 SE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. O GI d" MIN / W a 6" MIN 8" MIN I- -K 8" MIN NOTE ODE STD ORL GU--410 BEDDING MATERIAL (1-1 4" MINUS) CRUSHED SURFACE COURSE (SEE NOTE 2 BELOW) FOUNDATTION 4 OF REQUIRED) SEE 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 DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95X DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEEIL REVISION DATE COSY OF EDMONDS 2aa1 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DRTAII APPROVED BY: L ENGLISH GU-400 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 1 2" HMA CLASS 3/8" 2" MIN 5/8" MINUS CSTC2 ON NATIVE BEARING SOIL SENT: NOTES 3 dt 4 SIM NOTE: MOST ASPHALT WALKWAY CONDITIONS ON -SITE DO NOT INCLUDE CURB, SEE 4/C5.3 FOR SITE SPECIFIC CROSS SECTION. SIM NOTE: MOST ASPHALT WALKWAY CONDITIONS ON -SITE DO NOT INCLUDE CURB, SEE 1/C5.3 FOR PAVEMENT SECTION. NOTES: 1. MINIMUM PAVEMENT COMPACTION - 91X OF RICE DENSITY L SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 3. SUBGRADE AND 5/8" MINUS CSTC SHALL BE COMPACTED TO A MINIMUM OF 95X MAXIMUM DENSITY 4. SUBGRADE INSPECTION REQUIRED PRIOR 70 PLACING HMA. 5. FULL WALKWAY WIDTH RESTIORATION REQUIRED FOR ANY SURFACE DISTURBANCE. CJY OF EDMONDS PUBLIC WORKS DEPARTMENT ASPHALT WALKWAY APPROVED BY: L ENOUGH CITY OF EDMONDS STANDARD DETAIL REVISION DATE SEPTEKBER 2023 STANDARD DETAIL TR-530 FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2" EDGES SHALL BE TACKED NEATLY PER WSDOT STANDARD SPECIFICATIONS 4) APPROVEDS PERT WSDOTOR SlID ID ROVED- 44 k PG 58H-22 (SEE NOTES 4 & 5) 1 ' SLOPE EXCAVATION TO AVOID UNWHIMINING EXISTING PAVEMENT ZIZ ZZ/A i i J.............................................................................. EXISTING HMA EXISTING MATERIAL /V//V/ Q . Q Q X���j °. a ° BEDDING MATERIAL (1-1/4" MINUS) CRUSHED SURFACE BASE COURSE (SEE NOTE 3) IMPORT BACKFILL SHALL L BE COMPACTED TO 95X MAXIMUM DENSITY (SEE NOTE 2) NOTES: 1. SEE CRY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BAICKFlWNG REQUIREMENTS. 2. SUBMIT PROCTC)R AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING MT THE BACKFILL MEETS A MINIMUM OF 95X DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM OF 6", AND SHALL L BE INSTALLED IN MULTIPLE EQUAL THICKNESS LEFTS NOT EXCEEDING 6" 4o ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTDRS/ARTT]iWSo 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THM UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXSTINGo S. UNLESS APPROVED BY THE ENGINEER, THE HMA SHILL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2" 7. FINAL PAVEMENT JOINTS SHALL L BE NEATLY SAW CUT AND UNIFOR MILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-Wb3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL REVISION DATE C0TY OF EDMONDS TYPICAL HMA AND Baal UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DRTAII Fs{. JB9� APPROVED BY: L ENGLISH GU-410 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS rL , 1/2" MIHI� / CONSTR VUCT OUT OF J CONCRETE CURB SHALL BE NO LESS THAN 3" IN HEIGHT HMA PAVEMENT 2-1/2"� 5" I •9 � PLACE SCORE MARKS EVERY 10' SIM Inn a DRIVEWAY WING OR CURB RAMP SLOPE EXTEND PAVEMENT 103' FROM THE FACE OF CURB IF NECESSARY TO SUPPORT EXTRUDED CURB NOTES: L-PLACE 6" COMPACTED 5/8" CSTC BELOW HMA EXTENSION 1. NOT 70 BE USED IN RK#;T-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-ENTRNNED CLASS 3000 PER WSDOT STANDARD SPECIFICA70W 4. NATIVE AND GRAVEL SUBGRADE SHALL L BE COMPACTED TO A MINIMUM OF 95X MAX DENSITY REVISION DATE C 0 TY O EDMONDS CONCRETE oma 201E EXTRUDED CURB PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: It• ENGUSH TR-522 CITY OF EDMONDS STANDARD DETAIL • VI'.'i,RAM �pw ROLLED CURB/GUTTER (SEE NOTE 10 2' SEE NOTE 12 6-1 2" 1" R 5-1/ 1/2" R SEE NOTE 13 PAVEMENT 'b HMA 4" OR MATCH EXISTING, WHICHEVER '6 IS GREATER 4 p•. a� A MINUS CSC 8-1 4" �� 2"-5/8" MINUS CSTC CONCRETE VERTICAL CURB (SEE NOTE 11) 1>OTE& (NOT TO 1. CRY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TID 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 SWILL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL L BE CLASS 3000e 7. FINISH SHALL BE LIGHT BROOM. L CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAIAPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER 10. FOR CUL-DE-SAC AREAS AND TO REPAIR LIKE CURBING ONLY, AND/OR AS APPROVED BY CITY ENGINEER. 11. FOR REPLACEMENT OF EXISTING VERTICAL CURBING ONLY AND/OR AS APPROVED BY CITY ENGINEER. 12. A 2 FOOT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER 13. ALL VERTICAL EDGES SHALL L BE TACKED. 14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95X OF MAX. DENSITY <Sf. 189v ROLLED AND VERTICAL REVoci1Sa it 1a CDTY OF EDMONDS CURBS PUBLIC WORKS STANDARD DEPARTMENT DRTAII APPROVED BY: L ENGLISH TR-521 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 10, 30, 10, CENTERLINE AND LANE LINE YELLOW - CENTERLINE 10, s� R� YELLOW t� NO -PASS LINE AND TWO-WAY LEFT -TURN CENTERLINE YELLOW FOG LINE WHITE - SEE NOTE 1 R� YELLOW - DOUBLE CE Nn RLINE DOUBLE CENTERLINE AND DOUBLE LANE LINE NOTES: 1. FOG LINE SHALL BE WHITE ON THE RIGHT EDGE OF TRAVEL LANE, 2. ALL PAVEMENT MARKINGS SHALL CONFORM M SECTION 8-22 PAVEMENT WARNING OF WSDOT/APWA STANDARD SPE9CSo STRIPE SHALL BE CONSTRUCTED WITH HIGH REFLECTIVE DOUBLE COAT WATER BORNE PAINT UNLESS OTHERWISE NOTED. - REVISION DATE _ ROADWAY PAVEMENT JANUM 201E C 0 TY OF EDMONDS MARKINGS ON LOCAL PUBLIC WORKS STANDARD DEPARTMENT STREETS DETAIL Fs t . 189APPROVED BY: It• ENGLISH TR-560 CITY OF EDMONDS STANDARD DETAIL B LD2023-1391 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 9/24/2024 BY: CITY ENGINEERING DIVISION ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 G GUILD ��ti of wAs�j� w G1 s ag� �IONAL 08129124 J Q H H 2 m H 2 L.I a = m m m z 0 O co N N N w L,J L,J Q v W U-i� � � � 0 J U LJ a m LJ a LLJ a m � � � � fV fV fV fV fV Q O O O rI N r_i 11 (.0 r- W O O 0101 Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 RESUB Aug 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Y (� W 101- 0 cy- U w 00 p J 0) Z CL J Q J = Q m 00 0 � Z = 0 0 a -to N W yT11��B C5m2 SCALE: NTS SCALE: NTS SCALE: NTS SE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. u" N 1 0 ASPHALT CONCRETE WEARING COURSE HMA CLASS 1/2" PG 64-22 (WSDOT STD SPEC 5-04.1) CRUSHED SURFACING BASE COURSE (WSDOT p°po STD SPEC 9-03.9(3)) O° °� O° °� O° °� O o� o.o 00 o.o o� o00 O O O°o 00 O°O 00 o°O 00 O°O 00 �0 00 �0 00 �0 00 �0 00 ��I��-1II-1��-�� IF -I��-I��-iIMIM - 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" 0 rn CONCRETE SUPPORT SLAB CONCRETE SLAB PLAN SCALE: 1/4" = V-0" ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 SIMPSON HGAM10LTA CLIP W/ (8) 1/4"0 x 1 3/4" J STAINLESS STEEL HEX -HEAD TITEN SCREWS, TYP (1) EA Q RESTROOM PER MFR CORNER OF STRUCTURE a 6 ASPHALT PAVING PER PLAN N U - WIDTH PER PLAN ASPHALT 1 4 TYP _ ff or CONVEYANCE WALKWAY - C5.2 1° -III I I �- DITCH PER PLAN ' 1.5 % MIN EXISTING GRADE GUI WA _ i' - _ I 9 n J v Q 2 2 #5 BOTTOM O _ =1I I, I- H • 1 _ _ _I I1- CLR 1'-6" 1 #4 @ 12" OC EA WAY, #4 @ 12 OC AROUND "-III-"' i i= TOP AND BOT. HOOK TOP BARS AT PERIMETER PERIMETER IsaTEg� 1 12 �� `rI0 1� SUBGRADE PREPARATION PER SPECS 12" 08129124 J Q RESTROOM SUPPORT SLAB SECTION PATH IMPROVEMENT SECTION S Me m SCALE: 1/2" = V-0" SCALE: 1" = 5' cn F- 2 Lu J J J PIPE z a = m m m z 0 � � � O co cn cn cn 3" SCH 40 PIPE (3 1/2" OD)LU z H H H H U Q Lnn LI-I W W W I 0 U d m a a 1/2" ROD LIFT N N N N N HANDLE Q O O O rI N .\i 11 (.0 r_ W 101010 O N I LOCKTAB � O DESIGN: JCO DRAWN: ATD CHECK: JPU Ti I'r JOB NO: 23072.001 DATE: 10/27/23 00 Oo 00 00 0 00 0 OO CPO 0 OO Oo o Oo 0 BOLLARD SECTION (REMOVABLE MOUNTING SCALE: 1" = V-0" B LD2023-1391 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 9/24/2024 BY: CITY ENGINEERING DIVISION RESUB Aug 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT /Y LI W a— 1/ O � U w 00 O J 0) Z_ CL J Q J = Q I-- m 00 N � Z m p O ago � N LW �:isimad C503