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SEE FILL GRADE BLD2023-1391 RESUB2 BLD2023-1127+Civil_Plan+5.3.2024_3.33.58_PM+4236786SE 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 CONSULTANTS UTILITIES EDMONDS PARKS, RECREATION & HUMAN SERVICES CIVIL ENGINEER SOIL/GEOTECH ENGINEER 700 MAIN STREET CG ENGINEERING LANDAU ASSOCIATES EDMONDS, WA 98020 250 4TH AVE S, SUITE 200 155 NE 100TH, STE 302 425.599.3847 EDMONDS, WA 98020 SEATTLE, WA 98125 CONTACT: KYLE WOODS 425.778.8500 FAX 778.5536 206.631.8680 CONTACT: JARED UNDERBRINK, PE CONTACT: STEVEN R. WRIGHT 'L�1 PACIFIC COAST SURVEYS, INC. P.O. BOX 13619 MILL CREEK, WA 98082 425.512.7099 CONTACT: DARREN J. RIDDLE CODE ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. 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. 0 rC0 NER V N ;02'16' E 174.84' 10• / �WDO FENCE 12"/ CB RIM 339.44 / / / / /28' 34 M/ - - 32� o M // DEC DEC M 28" .8' IE 12" RCP(SE)=336.39 / �/ l / / / F F 25 �I26"�wm CB RIM=337.76 //26" 26" F 8"/12' IE 12' RCP(SE)=335.86 / / // IF F F / M DEC/ 1 � IE 12" RCP(SE 335.76 x / / 22' E / 34" CB RIM=3 6.71 _ u+ / / / /8" 16" F F / / / / � IE 12 CP(NW=328.88 / l /F �g F� / 14"x2 /l I IE" CPP(SW�=328.88 F 32"F/ / / I 34" / CB RIM=327.80 / �GGO +/ // , / tih F2 . \ / 26 V491100000804 IE 12" CPP(NE)=324.68 / IE 12" PVC(SW)=324.68 ® / / / / / ��M 26' �26" 44" 1{ i F 4" -- --- - - -L 1/Q--- 24" F SHED GATE i / 1 / / / GR% , , 1 Al \ A \ X 3 26"I F / POST + // / // BIKE / 95,481 IF 1 / F [SH40 RACK 50" 2 04310040280Q/ // / / /� r\ = / / / /F G CB RIM 326.19 GIST / / / IE 12" PVC(NE)=323.39 0 • i� COST//// / k 32" IE 12" RCP(S)=323:39 �� / / i/ / / / F PLO AREA / / . ? • �: ; c`� i / / / // / / / / :.",; :.'.:, .:'• • 00491100000805 STAIRS16 / � • ; . ;,�G4(CR�7{".� ::'. I ol 8" / I DEC A2. I' / / +�-------------------------------� F cn YJ _ / FENCE COR. 0.3'(N) \ 141t3/ // / / `'36"x2 / / OF CORNER 1 j;>/ HH M/ 14" 165 / 4 CB RIM=319.82 \ PG`�3 ,DEC DES OT 1 °� IE 2` PVC(W)=319.42 \\ I I /Y t<, 20' P S BACK 004 8 00100 I 1--,NEW 20'x30' SLAB FOR PICNIC AREA \ 26" 0.38 �+ \ 00491100000802 i 00491100000806 F / HOOP '-T Pvc(E)=31 z 00491100000803 \ I I /F 014' L� ASPHALT/ I 4 A I 1 n 142 34 /� I� DEC, NEW RESTROOM F Q r FFE: 322.0co / / /i ce'6►M i 4� i / / / 2x % / ► 12' i (* 9.53 22• / �( SE S �' ` C 1- - 5' SETBACK n C 36' \ I .11r 1 V(E)�329.05 / �( / �$F O r � _ RUCTURE 281 f, I �' CB RIM=320.27 \ I - - - - - - - - - ,�� C S �25� I J o - COULD NOT OPEN ----- - - - -- 14" W� - �N- - - - - - - - - - -� --- / C / M 8" tp•6 / " TI N 88 06'OY E 135.76(C) 135.88'(P� EXISTING - - - - // / 1434"/ I I 08 i ` LANDSCAPING LOT 4 I I I LOT 3 / / '? TO REMAIN 22'/ l F � 2" . o' I I WARNER ADDITION I F Z / WARNER ADDITION I I VOL. 15, PG. 76 VOL. 15, PG. 76 / LOT 2 1.3' LAKE BALLINGER I CB RIM=319.89 P- I HOMESITES ADD. I L I ----------------- / 10.8 IE 12" RCP(N=318.03 GP I VOL. 14, PG. 99 r I / + I IE 12'RCP(S�=317.94 � ;ram ------------------i---------------- I- 100 I FOUND 1" IRON PIPE 00488700100602 w 0°I I LOT 5 LOT 2 I c-� I 12.2'(S) OF CORNER I o I x LOT 3 END FENCE 2.4'(S) I I v I I WARNER ADDITION I z WARNER ADDITION OF CORNER 1 00 I I � I w �`w I LAKE BALLINGER I VOL. 15, PG. 76 I = N I VOL. 15, PG. 76 l o l I. I 2.5x2.5' HOMESITES ADD. o COLUMN VOL. 14, PG. 99 f � I ----------� - - - - - - - - - - - - - - - - - 1004887001008021 1 ------ --------------t---------- 1 I --I------------ r CB RIM=317.02 I I I 1 I I CB RIM=317.56 ,:ti , IE 12 RCP N=315.39 I 1 I I IE 12" RCP(N)=315.56 I IE 12' PVC((S)=315.30 LOT 6 I I I LOT 1 :; I I 00488700100801 1 I o I IE 12" RCP(S)=315.56 I II r a� II LOT 4 WARNER ADDITION OVERALL SITE PLAN 1 SCALE: 1" = 50' 50 0 25 50 100 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 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 nth St SW �y : '� a o` co �r m ��e 0A S� m D 240th St SW 240th St SW 240th St J / / S Z . / r zatst St sw 241st s / � I PROJECT SITE J /' i i s / < 242nd St SW „y =° � 242nd $t SW 242nd St SW :E � v 2421 v f VICINITY MAP N TS 11 LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE - - - - - - - - - - - X X 00 ABN ABANDONED MIN MINIMUM ADJACENT PROPERTY LINE BLDG BUILDING MJ MECHANICAL JOINT 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 SS------- 0-SS- CONC CONCRETE PIV POST INDICATOR VALVE MANHOLE ® O CONST CONSTRUCTION CONCRETE PIPE R PROPERTY LINE STORM DRAIN MAIN - - -SD- - -SD- ---*---SD�SD- CP PT POINT OF TANGENCY STORM DRAIN PIPE - - - - - - - - - � CU YD CUBIC YARD PVC POLYVINYL CHLORIDE PIPE CNN ROOF DRAIN - - - R - - - R - - - R - - - - F - - - F - - - F - -R-R -F-F- -P-P- ■ Q ® DDCVA DI DOUBLE DETECTOR CHECK VALVE ASSEMBLY DUCTILE IRON PIPE PVI POINT OF VERTICAL INTERSECTION PAVEMENT FOOTING DRAIN PVMT PRESSURE LINE - - - P - - - P - - - P - DIA DIAMETER PVT POINT OF VERTICAL TANG. CATCH BASIN (TYPE 1) ❑ DIP DUCTILE IRON PIPE R RADIUS CATCH BASIN (TYPE 2) f� EA EACH REINF REINFORCEMENT CLEANOUT o EJ EXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE GRADE BREAK �� 0 ELEV ELEVATION RET RETAINING RIGHT - - - - - - - - - - - - - - EOP EDGE OF PAVEMENT 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 ® IN FH FIRE HYDRANT SIM SIMILAR FIRE HYDRANT I:Yfl FL FLANGE SQ SQUARE SANITARY SEWER SANITARY SEWER MANHOLE STATION STANDARD STEEL FDC "Cr i FT FEET/FOOT SS PIV 0 • GV GATE VALVE SSMH GATE VALVE g Z HP HIGH POINT STA TEE HT HEIGHT STD 90° BEND ID INSIDE DIAMETER STL THRUST BLOCKING 0 A IE INVERT ELEVATION TB THRUST BLOCK CAP _ CONCRETE PAVEMENT Li 4 ° L LENGTH/LINE TOC TOP OF CURB vd LCPE LINED CORRUGATED POLYETHYLENE PIPE TOW 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 W/ WITH WATER METER - - - T - - - T - - - T- -T-T MECH MECHANICAL WM POWER LINE - - - E - - - E - - - E- -E-E MH MANHOLE GAS LINE --- G - -- G - -- G- G G SIGN n n B L D2024-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION O G 1 ENGINEERING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 7 C, GUI •L CS4 Og WAS,�j 25385 ��ISTEg' sloNaL � W W 24 J Q F- m cn IY w � J (D Q Q cr- m Z 0 =) 0 0o cn w � z_ F- O Q cn W w J W I] U tl m � W c\-I Lli Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 Y (� L, d CL W 0 cy- U LI 00 CD J Z CL J a J = m 00 V / 0 Q 0 Z = O O ago N LEI F- W Ld Z ,Z V ! Q Lf W W Ot U V) SE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. GENERAL NOTES O C (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 (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES REVISED 05.15.2017 LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (I.E. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO Revised 05.15.2017 EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. [e�i�e\�l�lta::a��y:1e\�� »_�i1��1�1►1�]�:Zeltil�J►1�a 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. [e��l��>��e1:ire\��JI:1::�'��r�1:�yei�:a��:Zi]»:i�'�:1►1� 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 L D2024-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 W W 24 J Q F- F- m cn F- crf w J z Q Q cr_ m Z 0 =) O co cn w W � � v W w J W 0 U d m � W Q O O rH Ln .H O 10-1 DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 Y (� cy- W C O cy- U W 00 CD J Z CL J a J = Q F- m M V / Z = p O ago N W SHEET: C102 SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. r 24 16 126 CB RIM=337.76 F �\ ' DEMO EXIST GRAVEL' 26) / 26" //12" IE 12" RCP(NW)=335.86 - V /DID i l F F M IF 12" RCP(SE)=335.76 / ' , x '� / � / I22 I / „ F CB RIM=3,3671 - _ _ , �U> � ,' ;16 F IE 12',xRCP(NW)=328.88 �/'F F 14 "x2 IF /12 CPP SW =328. UU INSTALL CATCH BASIN INSERTS 34 32 M 31, *f- CB RIM-327.80 /Z 42„ 26 IF 12" CPP NE=324.68 / / O IF 12" PVC SW=324.68 M / TEMPORARY CONSTRUCTION ENTRANCE 0 / .. 2� u, 126 / T AR A 26 F GATE ,/ / SHED441 �F/' BIKE / ' 95, 481 SF �33 F / RACK .310040280�0,' /\ 50 l �2 SHED O „x' - - - 324 F INSTALL HIGH VISIBILITY PLASTIC / / ��/f�� //�/ /�GA�'E// // X FENCING TO MARK LIMITS OF 1 Q CB RIM=326.19 CLEARING AND GRADING � / /OSfi/ 32 IF 12 , PVC(NE)=323.39 / / 0 F I E 12 RCP S = 323.39 / '/ ' / `�✓ O / / //r x. `U /'�\T / 2� / EMOVE RAMP �T� / / 0 PiA� AREA a a / / 48 // / v a l/ STAIRS a d CO NCR'TE va a 26 F // /� // // / INSTALL SILT FENCE C2 .01 / / �10 x2 ,� / � , � �• EC xx /�-1 / 12 / / / / // / / /� / 1 - ---------------- / / / / I 1 / , / // , / ,/ , , ,' F , / 0 - -��' FENCE COR. 0.3 (N) vv 14 x3 , / / RD �� ,: - / OF CORNER v `� r EXISTIN(f4 / 42 // ��/ O G STORM PIPE TO BE „ // HH F / �� / 0� REMOVED, SEE 16 M / C/V , / � � / C3.1 FOR REROUTE / 2/4 DEC DEC CB RIM=319.82 IALLSILT FE CE vv LOT 1 °? \ IF 2 PVC W =319.42 \ 004 0100100 INSTALL HIGH VISIBILITY PLASTIC FENCING TO MARK LIMITS OF Q CLEARING AND GRADING C IIVI -120 38 I \\ 00 RELOCATE SIGN PER C5.1 26„ �/ /�� ' ' IF 2" =31 PVC `t \ ,' �/ �J _ , //- HOOP i O � 00491100000803 \\ / 42e �C ` 14 I ASPHALT v \ F O 34 INSTALL CAT�H BASIN INSERT / BASKETB LL I \ / / 2 STOCKPILE LU(ATIUN \\ / / n C2.2 16' I l/ A W/ PLASTIC COVERING 7`� / 0 \ PER DOE BMP Cl 3 _, \ CT) v 1 C 36" 22 M I - \ TREE TO BE REMOV �� F CB RIM- 320.27 \\ I \ INSTALL CATCH BASIN INSERT 2COULD NOT OPEN -\ ------- \ �I / \ - - - - - - - - - - - - - - - - - - - - - - - - C. SD 3 .6' N 880062 E . / 6 (C) 1 35. 88 (P INSTALL CATCH BASIN INSERT C2 2 CB-320.27 0 8' (� a� CB RIM-320.60 IF 4 PVC(E)=319.32 I 1 1 IF 121 RCP(N)=318.72 ► LOT 4 1 30 IF 12" PVC S=318.70 I I I 2�Za 1 WARNER ADDITION TEMPORARY EROSION CONTROL PLAN SE i /4, 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. B L D2024-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION O C I ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUILL WAS) �t> ti 1 • s`SIMAL W W 24 J Q F- m cn ccf J z Q Or_ co Z o =) O co cn w O cn W w w c) U d M � W r-1 Ln .� O Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 J O F_ Z O U Z � I-- O W � w C)000 N 0:� w 0 LLJ CD J Z_ CL a J � Q F-- M ■.. 00 � Qf >- r**_l o O Z 7 L = O 0 12 < ad-o w w N w SHEET: C2ml SCALE: 1" = 20' 20 0 10 20 40 SE 1/4, SE 1/41 SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 2" x 2" WOOD/STEEL 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 1 MARE MESH FENCE TO SUPPORT FILTER FABRIC BURY BOTTOM OF FILTER MATERIAL a TO I r 1. SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT CITY INSPECTION REQUIRED ON Zo SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN `St. 1By3— KVISION DAT- CITY OF EDMONDS FILTER FABRIC FENCE imuAIIy ma FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT I I DETAIL APPROVED BY L QIOLISN I ER-900 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CONTOUR LINE ANGLE TERMINAL END UPHILL 24" TO 413" TO PREVENT FLOW lw AROUND W1T1LE CM) WATTLE TRENCH, SEE NOTE 2 --% UN —TREATED AKE CM) AREA AVAILABLE FOR SPACI SEDIMENT TRAPPING Sm W (iYP) TABLE SEE DETAIL ) SECTION A —A 1 114 WATTLE INSTALLATION ON SLOPES 2" MIN r MALL 2"x2"x24" UN —TREATED WOODEN STAKE CM) 3. MIN MAX MIN WATTLE DETAIL 8" DIAMETER SPACING WATTLE TABLE SLOPE MAXIMUM SPACING 1Ha1V 101—W 2HAV 20'-0* 3HI 30'—e 4HI 40'-0" >4H.IV ONE RUN ONLY NOTES: 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMOU APPLICATION. 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLAW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10). 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT UNDERCUTTENGo 4. WATTLES SHALL BE INSPECTS REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REM()lVE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. `St. 18y" 4EVI�I0N DATA CITY OF EDMONDS JANUARY 2018 WATTLE INSTALLATION PUBLIC WORKS ,/A, AR, DEPARTMENT - _ ^ I APPROVED BY: L ENGU$H ER-903 CITY OF EDMONDS STANDARD DETAIL DETAIL NOTES: 25' MIN RADIUS QUARRY SPAL LS 2-4" MIN DIA 12" MIN DEPTH IV MIN PROVIDE HILL WIDTH OF INGRESS/EGRESS 0 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL LS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT—OF—WAY 0 An DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER — ALL SURFACE WATER FLAWING 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. D. 2. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDTION WHICH WILL PREVENT TRACKING OR FLAWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT—OF—WAY THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPAILLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOU ' OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RK*rr—OF—WAY MUST BE REMOVED IMMEDIATELY 3o WHEELS SHALL BE CLEANED TO REWVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILQED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVKCEo 4o INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLSP < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 `St. 18,--i— • 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 KVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION ,wnwtr sofa ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DFTAII APPROVED BY: R, oloLaN ER-901 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS FILTER SOCK WITH OVER �) FLAW HOLES CATCH BASIN NOTES: BARN 1. CONTRACTOR/DEVELOPEfR SFWl MAINTAIN THIS APPUCATKIN AT ALL TIMES DURING CONSTRUCTION PERIOD. 20 ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE—THIRD FULL & CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY REV,wr"SiW 2018 DATE CITY OF EDMONDS SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DFTAII APPROVED BY: Ro ENGLISH ER-902 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS BLD2024-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION ENIGINEERING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUM 4 oT WA$� Ct' 4v • b 25385 p �1s'cEg 1 0 W W 24 J Q m D Ln Lu J z Q Q or m Z 0 Z) O co cn F w (D O www Q U d m � W�� m � � 1101 Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 I � 0 LL F— Z 0 U Z � I-- O a W -:�: V) CL cD 0 � U 04 O Lw 00 LIJ (' J 0) Z_ 0- Q >- J � a�� Q m00V) 0 O Z CL 2 I— O 'r--f O :2 : W a d- 0 LEI W SHEET: C2m2 SCALE: NTS CB RIM=326.19 IE 12" PVC(NE)=323.39 IE 12" RCP(S)=323.39 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. l CB RIM=337.76 26"� 26112" F IE 12" RCP(NW)=335.86 ' 7.24 ; / F F ,'' M IE 12" RCP(SE)=335.76 X - �/ l F I 22" l 8 / J / CB RIM=330.71 16„ F F IE 12'�RCP(NW)=328.88 /� / /'F F 14 "x2 IE ,12 CPP(SW) =328. 88 EXIST CB / J / 26 / / / I RIM:330.71 � � / IE (12" NW): 328.88 /� F��G IE (12" SW): 328.88- 334 / /�, 32 34 ' / BRING TO GRADE W/ RISERS, / M / �00 INST LL SOLID LID ON EXISTING CB F 1, i 42 / ' 32 F/ M // // / // v � / / /Ile s' lye... :•. L 30 17 / BQ GRILLT 4 Pd4,/ ff� SHED GATE PO�T�* SHED GA ITE / / - xxz /'_p'osT/ / / /x / / / / / / �� • I /4000, X / / SE rR RIM=.397 Rn IL 12 C;HH(NL) =,s24. bb IE 12" PVC(SW)=324.68,E 40 1 .00l/ // / ,/ /19 x2,� / %A -71- // / / 12 / / / / 324.0 Ile / ' F U' /14 'X3 / / ' / 36 "x2 _ / / 322.27 % 42 22 , / / 1 C�l � C3. / 26" / /F 42 ff V � 34" // r / P , / 22" 3 0.6' I I I .0aS0, 1 �0- _Z 2 GRADING AND DRAINAGE PLAN '\ �' 33" 2g 95,481 SF F ! ` 50' TYP / 2704310040280,0,'�2 \ - 324 \ F G� A / - a• . A d: / 23..5!`.a CON R�•TE° a4 °e de- n / /j '1. d. a.. •e a• / \ A ° a 3 .98 8 ,f DEC 44 LF ^ 6" PVC @0.5% 4-------------------------------- ----------------- ° FENCE COR. 0.3' N \� 40LF:�4"DIP @6.1 OF CORNER HH 6 � 0 CB RIM=319.82 1 CA DEC CA 60LF^ 6' DIP IE 2" PVC W=319.42 004 00100 CO- :: \�� \C IM=320.38 00 IE 2" PVC(E)=31 9. I 00491100000803 ASPHALT/ NEW RESTROOM a a \ FFE:322.0 I � I � � / C 36 1-5 28 F CB RIM=320.27 COULD NOT OPEN ------ w�W4------------------------ ----- 320.60 321.0- N 88°06'02" E 135. W (C) 135.881(P) d •.. I I LOT 4 I I WARNER ADDITION I VOL. 151 PG. 76 ----------------------------- I nT I I I I I a 0 10 20 40 GRADING AND UTILITY PLAN NOTES: 1. SOILS REPORT REPORT NUMBER: 074217.010 PREPARED BY: LANDAU ASSOCIATES DATED: 23 JUNE 2023 2. A MINIMUM OF T 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 5'. 5. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVABLE SURFACES AND 1' OF COVER UNDER LANDSCAPE AND OTHER HARD SURFACES. 6. TOTAL NEW REPLACED HARD SURFACES: 9,422 SF. - NEW ASPHALT PAVEMENT: 8,716 SF. 5,436 SF PORTION ROUTED TO INFILTRATION #1, 825 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: 516 SF. 445 SF PORTION ROUTED TO INFILTRATION #1, 71 SF PORTION ROUTED TO INFILTRATION TRENCH #2. 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 TYPE 1 323.80 (6" S): 320.26 2 3 4 C3.3 C3.3 C3.3 02 TYPE 1 322.90 (6" N): 319.92 2 3 4 (6" W): 319.82 C3.3 C3.3 C3.3 �3 TYPE 1 322.10 (6" E): 319.60 (6" S): 319.50 2 3 4 C3.3 C3.3 C3.3 TYPE 1 321.80 (6" S): 318.71 2 3 4 C3.3 C3.3 C3.3 �S TYPE 1 320.40 (6" N): 318.58 (6" S): 318.58 2 3 4 C3.3 C3.3 C3.3 TYPE 1 320.50 (12" W): 317.56 (4" E): 317.56 2 3 4 C3.3 C3.3 C3.3 (6" N): 318.10 �7 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 �1 47' x 10' x 2' 321.0 319.0 IE: (6" PERF PVC): 319.50 IE: (4" DIP OVERFLOW): 321.0 5 C3.3 L2 27' x 10' x 2' 320.0 318.0 IE: (6" PERF PVC): 318.50 IE: (4" DIP OVERFLOW): 320.0 5 C3.3 BLD2024-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GU I FWAS jl 'IT& !� s6NAL ' 05/ 0�/ 24 J co ccl H Lu J Z m Z =) O o3 cn w Z_ Ld L w o u a N N Ld QC) � O .�-I 0 Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 LIJ 0 Z �w QV) Q CL N m Q Ld F_ LL�IUo0O 0W 0 _aJ � Z 0 Z �CL< a m coo Z r, Z < 0 < o Z 0 Z F_ J N LdLd (� SHEET: C3ml i i , REPLACE/ADD CURBS - AS REQUIRED 322.13 :tq? n6 322.10 - EXIST CB RIM: 321.28 IE (8" W): 315.98 IE (8" S): 315.87 S, 321.40 - 321.93 ASPHALT WALKWAY 321.86 i / I I I I ; � I / PARTIAL GRADING AND DRAINAGE PLAN W SE 1 /4, SE 1 /4, SECTION 31, RIM: 320.60 IE (12" RCP N): 318.72 d IE (12" DIP E): 317.27 d I . I . I °d I I I � a •I 45LF^ 12"DIP @0.5% I I \ I / 1 z_ I EXIST CB RIM:320.60 IE (12" RCP S): 317.04 IE (12" DIP N): 317.04 I.' I TOWNSHIP 27 NORTH, 60 LF - 6" DIP @ 0.5% NEW RESTROOM FFE: 322.0 ROOF & FOOTING DRAIN 16 LF - 6" DIP @ 0.5% 24 LF - 4" DIP TIGHTLINE @ 4.2% -12LF-6"DIP @19.0% 7 135.6'C EXIST CB RIM: 320.27 IE (4" E): 319.32 IE (4" N): 319.32 IE (4" N): 319.32 0 5 10 135.8( RANGE 4 EAST, W.M. CATCH BASIN SCHEDULE MARK TYPE RIM ELEV INV ELEV NOTES TYPE 1 323.80 (6" S): 320.26 2 3 4 C3.3 C3.3 C3.3 0 TYPE 1 322.90 (6" N): 319.92 (6" W): 319.82 2 3 4 C3.3 C3.3 C3.3 TYPE 1 322.10 (6" E): 319.60 (6" S): 319.50 2 3 4e C3.3 C3.3 C3.3 0 TYPE 1 321.80 (6" S): 318.71 2 3 3.3 C3.3 C3.3 C 0 TYPE 1 320.40 (6" N): 318.58 (6" S): 318.58 2 3 4e C3.3 C3.3 C3.3 0 TYPE 1 320.50 (12" W): 317.56 (4" E): 317.56 (6" N): 318.10 2 3 4 C3.3 C3.3 C3.3 0 TYPE 1 320.50 (4" N): 319.0 (4" E): 319.0 (4" W): 319.0 2 3 4 C3.3 C3.3 C3.3 INFILTRATION TRENCH SCHEDULE MARK SIZE TOP BOT INV ELEV NOTES �1 47' x 10' x 2' 321.0 319.0 IE: (6" PERF PVC): 319.50 IE: (4" DIP OVERFLOW): 321.0 e5 C3.3 �2 27' x 10' x 2' 320.0 318.0 IE: (6" PERF PVC): 318.50 IE: (4" DIP OVERFLOW): 320.0 e5 C3.3 BLD2024-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION 4= 0 4m ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 SjO1VAL ' W 0�/ 24 J Q m H W � J �< Z� =m Z 0 � O o3 w Z U Q W Lu J W ° U d Ld cn Q O O °�Lr) O Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 �W 13-�(o � U O W 00 0 J � Z CL Q J=� m 00 ��o z i o 0 < o :2 N W y:ialmas 0 Z a <z 0 �a a� C3m2 SE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. O C I 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" DOWNSPOUT TIGHTLINE TO CONVEYANCE SYSTEM @ 0.5% MIN. PLACE NEXT TO FINISHED GRADE FOOTING DRAIN OR AS SHOWN ON GRADING & DRAINAGE PLAN (CONTRACTOR MAY LOCATE _ 1=1 I' ' ON EITHER SIDE OF FOOTING DRAIN) 0 ° o 00 00 0 ° 0 o a O °0 0 0 0 0 O O00 O LINE OF MAX EXCAVATION. 00 ° 0 O a IF SOIL IS OVEREXCAVATED, O O O 0 0 0 0 ° a e_ REPLACE WITH LEAN MIX 0 0 CONCRETE /a 1 FOOTING / 1 FOOTING AND ROOF DRAIN SECTION SCALE: NTS METAL FRAME AND GRATE MARKED "DRAIN" 4" (MIN) 0 OBSERVATION WELL PER NOTE 1 SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLIDWANCE3 PIPE MATERIAL MAXIMUM ETER INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPECpswe 1a" (1NSOOT STD SPEC 9-05oZ0) 12" SOLID WALL. PVC 1a" (WSDOT STD SPEC 9- 5.12.(1)) law (N1500T STD SPEC 9-05012(2)) PROFILE WALL PVC # OORRJGATED POLYETHIYUNE d+ STORM SEWER PIPE 2* ". OR 1 r NOTES: RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIF CATION 9-0 50(3). 2. AS AN ACCEPTABLE AL7ERNA7NE 70 RIEBI WELDED WIRE tk FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO AS'IM M07 KN d�OlT3o 221). WIRE FABRIC SHALL NOT BE PLACED N 3e APPLY NON -SHRINK GROUT 70 INSIDE AND OUTSIDE OF k• �I ALL JOINTS, RINI RISERS AND FRAMES. 4e ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX .1000, / DIAMETER OF 20" KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. R 5° THE MAX DEPTH FROM THE FINISHED GRADE 70 THE PIPE HIVE RT IS W-O" 6o THE TAPER ON THE SIDES OF THE PRECAST BASE SEC ION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT 7° CATCH BASIN FRAME AND GRATE SHALL BE IN AICOOMMM WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITIONo (MEASUREMENT AT THE 70P OF 7HE BASE) & VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" PRECAST BASE SECTION F� VERB EDGE OF CATCH BASIN WALL. CITY OF ILD ONI 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 DATA STANDARD D ETA L SD-303 FINISHED GRADE CATCH BASIN (LANDSCAPE OR PAVEMENT SURFACE) PER PLAN —yj a i ' o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O 6" PVC PERFORATED PIPE o z o r012 10.00' TYPICAL 10' WIDE INFILTRATION TRENCH I 6 PVC DOWNTURN ELBOW WRAP GRAVEL ENTIRELY WITH AND OVERLAP FILTER FABRIC SECTIONS WASHED ROCK 1 1/2" - 3/4" 18w w +1 2 , Cr 7YP �--9 I /1e1-1/2" 4opmING 16"x22" /4w 17-3 4"x23-3 4" + 25" SECTION A -A 25' A SM NOTE 1 Ell VLEVEL PAD 16 3/4" x 2-1/e x 1/8" PLAN sr ... aLn7ER v:,r:s j0.• ;• :tl �1+•i. PRECAST _ ••� CONCRETE RISERS a: �' ++ CATCH BASIN WAIL SECTION B-B VERTICAL CURB OR CURB AND GUTTER B� PLMRING STRIP OR SIDEWALK ' B <—j PLAN NOTES: 1. DRILL AND TAP FOR. AND PROVIDE, TWO LOCKING BOLTS 5/8 =11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALM HEAD) BOLTS. 2" LONG. Zo FRAME MATERIAL IS CAST IRON PER AS'IM A48 CLASS 30 OR BETTER° 3. SET FRAME 70 GRADE AND CONSTRUCT ROAD AND GUTTER WR 70 BE FLUSH H FRAM 4. MATCH CI NTERLINE OF CATCH BASIN 70 CURB LINE FOR TYPE 1 AND 1-L" & VANED GRATE SHALL BE INSTALLED ON CONTINUOUS ROAD SLOPES. HERRMBONE GRATES SHNl BE INSTALLED IN ALL SAGS AND SUMPS. 6o CURB/CURB AND GUTTER AS REQUIRED BY THE CRY ENGINEER. STANDARD REV, NAW SION 2018 CITY OF LDMONDS FRAME INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DFTAII APPROVED BI 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 PLANTING BEDS UNDISTURBED NATIVE SOIL TURF (LAWN) AREAS IIII► I GRASS: SEED OR SOD TT DETAIL 1/8" x 3/4" x 2-1/4" SEE WE STD MIL SD-324 (6 MIN) 23-3 4" 1/2" PLAN 5° DRAFT 1-3/8" ELEVATION 1/16" NOTES: 1° USE WITH TWO LACKING BOLTS 5/8 =11 NC SIANKLESS TYPE 304 STEEL SOCKET HEAD KEEN HEAD) BOL73, 2- LONG. NOTE SLOT DETAIL 2. MATERIAL IS DUCTILE IRON ASIM A538 GRADE 80-55-08. & "OUTFALL TO STREAM DUMP NO POLLIUMAN 5" IN RAISED LETTERS SHALL BE LOCA70 ON GRATE AS SHOWN, BORDER AREA. 46 SHALL CONFORM TO SEC. 7.05 OF THE WSDOT STANDA0 SPECFTCAMON& & WELDING 8 NOT PERMITTED. & USE IN CONTINUOUS SLOPE CONDITIONS ONLY 7. EDGES SHALL HAVE 0.125" RADIUS, 0.125' CHAMBER OR COMPLETE DEBURRNIG. & USE A THROUGH CURB INLET WITH HERRINGBONE GRATE W SAG VERTICAL CURVES PER COE STD DRL SD -I cSt. 18y" 3" OF COMPOSTIIIIIIIIII 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 I -I FEI I FEI I FEI I FEI I II�II IMEIIMEII IIIIIIE SETTLED DEPTH OF 8') SETTLED DEPTH OF 8") I El �I �I �I �I I �I FEE 1 11 11 FEI 1 11 11 _ -1 I FEE 11 111 11 8" 11 111 I I EI I 11 I _ SUBSOIL SCARIFIED 4" BELOW \/\/ / / j\ SUBSOIL SCARIFIED 4" BELOW 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" ORGANIC pp I�IAIl"III"I"VI�IQIA"Q"I"V"IQ"I GRASS: SEED SHALL BE FENCED AND EXISTING VEGETATION AND SOIL SHALL BE /� /�� /�� /�� MULCH ,� , / 0 " OR SOD PROTECTED FROM CONSTRUCTION I I I=1 11=1 I I -I 11=1 11=1 11=1---�-�-I I I-� IMPACTS. 6" IMPORTED I I -III -III -III -I T I -I T 1=1 III-III-III-III=III=III=1 11=III=III=III-III-III-III T I 1=1 T 1=1 T 1=1 T 1=1 T 1=1 T 1 =11 I III=III=III=III=III=III=11 1=III=III=III-III-III-III 6" IMPORTED 2. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO TOPSOIL MIX1 TOPSOIL MIX FULLY SATURATE WITHOUT (COMPACTED 1=111=111=1II-III= III=III=III=III-III-III=1 1=111=111=1II-III-III- III -III -III -III -III -III -II (COMPACTED CAUSING EROSION. DEPTH) -III-III-III-III-I 11=1 I I " 1=1 � 1-1 � 1-1 � 1-1 � 1=1 � 1=1 � 1 DEPTH) 3. COMPOST SHALL MEET SPEC. REQUIREMENTS IN THE 2017 \\ EDMONDS STORMWATER SUBSOIL IS SCARIFIED 6" // /j\ �• / \%�\\ /\\% //\ // / 1 / / \ \/\ \\/ \\/ 'SCARIF SUBSOIL IS " ADDENDUM CHECKLIST 7 ( )• BELOW IMPORTED \ \ \\\\/ \ \/ \/\ /\ \ \/ //� \//\\//\ BELOWIED 6 IMPORTED 4. COMPACTION OF TOPSOIL (WHERE TOPSOIL MIX \/ /�/�/\ //\�/ 12" \/j /\/%�/jam/� i TOPSOIL MIX REQUIRED) TO BE TO 85% (MAX) OF THE MAXIMUM DRY DENSITY OPTION 3 — IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). RSION DATE 4,7,7�CITY POST CONSTRUCTION SOIL ECEMB R 2017 OF EDMONDS QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fst 1g9� APPROVED BY: ###### CITY OF EDMONDS STANDARD DETAIL REVISION .KAN W 2018 CITY OF EDMONDS VANED GRATE PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED B": Ito ENGIM SD-323 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS B L D2024-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 G GUILWA a0 A t�ISTEg� 1� sIONAL 05/ O3/ 24 Q F- m cr) w � J z Q � m Z 0 � 0 cn w O � � W w 0 U 0- m � wI Q O O rH Ln rH O Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 V Z 0 Li V / Z Y ~ Q � W Z � W 00-1 W U 0 Q W LLI J � �-- > Z_ W J 0 J a~ m 00 U (n Z Z � T 1 O r O � Q i Ll� y:IalmE C3m3 SCALE: NTS SCALE: NTS SE 1/4, SE 1/4, SECTION 31, TOWNSHIP DQ x � I , i / / /' /' / 334 i- / 33 X _ ' v'000, / SHED GATE �1/�� POST /� BIKE 328 11 � // /' ,' ,' , / RACK -'00' � Z �/ 50 / SHED / IZZGArEl �O,ST / 32 7 7- V/ 27 NORTH, RANGE 4 EAST, W.M. 1624 2611 F 26 26 �/'12 — / F F M F � 22 " J / / \16„ F F /F 14 "x2 / 26 / F 34 e �/' 38 32 " v �� M / E \/ F k 42" /� 26 2� /12644„ / BBQ FF F GRILL - T A Rd/4 vy' ,26 ° 95,481 SF v 33 F 2704.310040280,0/''� ---324 / C, / All Ile P,LA� AREA j A a 4. 48 STAIRS a d CONCR'TE /�✓/ / /, 26 F e •• . / ' I /10 "x2` / '' ' I ♦ . /�,� DEC / / �J I a / / � / 001 / _ ---------------- / 12 . / /' , \\ //' a EXISTING IRRIGATION TO REMAIN. ADJUST LIDS AS NEEDED, TYP / / ° ,A/ �� ------------------------------------- / FENCE COR. 0.3 (N) \ ,114 x3 36 x2 / ' / v �� OF CORNER vv / M, / � /M / F ' -� / 0�-� / / 16 kl 22 3 / 14 �DEC DEC SD LOT 1 `\ cr) 00 F HOOP , - 00491100000803 \\ / /�l A':�PPA/ T/ / v 42 a 14 BACKIFLO/ " �RC, 34PREVENTE. /NEW RESTROOM F EXIST SSMH FFE:322.0 o I \ \\ � RIM:321.28 / r-----, \ IE (8" W): 315.98 I 1 I IE (8" S): 315.87 �� ti — / / I I A / / IE (4" E): 315.97 \ \ �� /T I I \ P / �� I \ 22 L----- J / \ 1" TYPE K COPPER WATER SERVICE ', r - _ _ _ 2 " _ _ _ _ SSCO I E: 318.0 28 C4. \ J---------------------------------- I/EXISTING BLOWOFF I — �w _ -------------------------- >- 3„ / AT END OF MAIN I — —F — — — -1 Q _ .__ / 6' / / \ v v N 88 6'02" E 135.76 (C) 135.88 (P) I SSCO 2 50 LF 4" PVC @ 4.06% (2% MIN) 3 SIM I I I � II I I 0' 8 ° .' ' 3/4" WATER METER C4 I L 0 T 4 I I •'•• °• I I I 0' I 30' ; I 2�2 WARNER ADDITION 1 WATER AND SEWER PLAN SCALE. 1 = 20 20 0 10 20 40 BLD2024-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Cs GUJL4 C54�. �F� �As�1.►,. 25385 Sj01VAL ' J Q m W d J Q9 < Z = m Z 0 =) O o3 w ~ (D = Z_ Ld L w o v a N N Y o' Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 Z Q w 13- co O ly— U W 00 0 J � Z CL Q J = m 00 w 1 ` 0 < Z = 0 < o :2 CV W y:lslas C4.1 SE i /4, SE 1 /4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. C GI -PROPERTY LINE 0 � G� P.O.W. J MEER BY CITYSUPPLED BALL VUILVE FL 2— DIREM oN A OF FLOW D IMATERIAL LIST: ID ALL 1" SERVICES TO BE TYPE we SOFT COPPER TUBING 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) DUAL PURPOSE UNION MIPT X CE5 GRIP BALL VALVE CURB STOP EQUAL TO FORD 984-444Q FOR 1" OWHEN REPLACING EXISTING SERVICES: 1" METER SERER WITH ANGLE BALL METER VALVE 15" 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 VBH74-15W-11-44 8 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/ A800198M RCI LID H FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED r X 4" STAKE WITH "WATER" STENCILED ON T 1 14 GA. VINYL COATED WIRE 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/CONTWACTOR (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 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS 0 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. tLVISION DATE CITY OF LDM0N®S 1" WATER SERVICE JANUW=1 PUBLIC WORKS FOR 3 4 &1" ME ERS� STANDARD DEPARTMENT DTTAII FS t . 18g° PPRov R. ENGUSH WA-1 30 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 13 FI 1 I of -- 4" ABS/PVC INSERT PIPES CLFAWOUT SEE WE STD OTL SS-200 Ir ABS FEMALE DA ADIIPIER RI ABS/PG RISER PIPE* 31 r SIDE SEINER I FLOW VALVE BODY e TO 4" REDUCER _ \JLOW 4" SIDE SEWER • BOTH RISER PIPE AND INSERT PIPE CAN BE EXTENDED --CONTACT MANUFACTURER. NOTES: 1- THREADED PLUG, FEMALE ADAPTER, INSERT PIPE, AND RISER PIPE MAY BE SUPPLIED BY OTHERS. L BACKII PREVENiER SHALL BE LOCATED FROM HOUSE BETWEEN 2' TO V 3o BACKFLOW PREVENEER VALVE SHALL BE A CLEAN CHECK, INC. MODEL f-. EBV-P401 OR EQUIVALENT CITY OF F®MON®S PUBLIC WORKS DEPARTMENT SIDE SEWER BACKFLOW PREVENTER APPROVE R. ENGUSH CITY OF EDMONDS STANDARD DETAIL ',FVISION DATE JIANUARY 2016 STANDARD DETAIL SS-211 W CLFJWOUf IL WITH 4a' BEND AND 2' CAP c"CLEA TOUT TO EXCEED 100' BETWEEN CLEANOUIS CLEANOUT (WYE WITH CAP AND CLMXW COVER) AND CONCRETE LEVELING COLLAR 2"f r FINISHED GRADE `WATER TIGHT CAP 4W RISER r-46 4" OR 8" ME SEWER GENERAL CLEANOUT DETAIL LEVELING COLLAR - SEE NOTE 4 12" PVC SLEEVE J 8" RISER r WYE AND 4V BEND SIM NOTE: TIE SERVICE INTO SSMH PER PLAN. 12" LOCKING COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG (CHERNE 27081 OR APPROVED EQUAL) 4" OR 8" SIDE SEINER CLEANOUT DETAIL — — 12" LOCKING COVER AT PROPERTY LINE/CITY EASEMENT SEE NOTE 3 LEVELING COLLAR NOTES: gi SEE NOTE 1. SEWER PIPE SFWl BE SDR-35 AND JOINTS SHALL BE r ASPHALT SURFACE GASKEEEDo 20 PIPE SLOPE TO BE 2XMIN AND UP TO 50X MAX.3oSEWER CLEANOUT TO BE 12" CAST IRON CLEANOUT COINER WITH 1/2" HEX BOLTS AND A PICK HOLE. EAST JORWWONG 12' PVC rOR IRON WORKS PRODUCT f OON6102 OR APPROVED EQUALae" RISER GRIPPER 4, LEVELING COLLAR SWILL BE CONSTRUCTED AS FOLLOWS-IPE E EE 2277021 . IN ROADWAYS PER COE STD DWG GU-424 • IN SIDEWALK/LANDSCAPED AREAS' EITHER 24"x24"x6" TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24" DIAMETER x 8" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR REVISION DATE MI CITY OF EDMONDS SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DFTAII APPROVED BY: R. ENGLISH SS-200 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS OF STUB FOR FUTURE DEVELOPM SEWER STUB SHALL BE LOCATEDEIP INSIDE PROPERTY LINE h STAKED. PLACE 2"x4" 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 z I /- LOCKING CLEANOUT COVER PER WE STD DTL SS-200 r LATERAL SEWER SLOPE - 2X MIN TO 50X MAX NOTES: 22 V OR 45° BEND 8" TEST TEE it WYE�B" ROMAC SADDLE SEE NVTES 1 AND 2 POSSIBLE SEWER MAIN LOCATION 2 & OR 4V BEND 3 ]] POSSMILE I SEWER MAIN LOCATION 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CO SADDLE SFWl BE USED. PLACEMENT OF TEE SFWl DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLINE. 20 IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL. A CONCRETE,/PVC STRONGBACK FERNCO RC SERIES OR ROMAC COUPLING SFWl BE USED AND SECURED PER MFWS INSTRUCTIONS. 3. BORING OF SERVICES WITHIN R* TT OF WAY IS NOT ALLOWED. 4, SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETEDo & IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT' PLUG OR OTHER APPROVED WATERTIGHT PLUG. CJY OF L®MON®S PUBLIC WORKS DEPARTMENT NEW LATERAL SEWER FOR EXISTING SEWER MAIN PIPE APPROVED BY: IL ENGUSH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE RMRLIMTK 2012TI STANDARD D FTAI SS-202 B L D2024-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION ENGINEERING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 25 �q )A ��ISTEg' sl0NaL W W 24 Q m cn w � J z Q � m Z O cn w � z � U Q w Lu J W U d m � W rH m0 Q O rH Ln rH o Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 Y cy- W C O � U W 00 CD J z CL J Q J = m 00 �/�w V �-- / 0 Z = p O ago N W V I Q Lj 0 LLI �LLI V ! 0 z Q LL Lj F— Q w C4.2 SCALE: NTS SE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 24 / / 16 126 / F ' 2, / 26" �/'12'� DID// F' F F M / / / I � '/ � ' 8" / I� I 22 ' /� a ti� //F 14x2 / �/ / / F 26 %Z � / // / "334 »�� //' �� 34 ' 38 " 32 v M IF F k/ i 42 , / ' el 33Z F / \ , M / / / / ' \ ' �I / /26„ ........ .. / 3 30 r 4 / / BBQ F GRILL D n ,/ ,� ,, 26 SHED GATE // o a / \ 33 10* �� POST /� /' / / / / / BIKE / 328 95, 481 SF F RACK / � / 27 4.310040280,0, ' �j SHED // / ��i� // // // // /// /�'' NEW 5" CONCRETE SLAB W/#4@ 14"---�� / / / / / / / / / / / / - F /� OC EA WAY, CENTERED; FOR PICNIC �i�r�l� , / Z GA-rE/ � / / 3 TABLE (PICNIC TABLE BY OTHERS) /OSfi/ 32"zs F r / / / �J / . / / / / / / / / / / +/ �C T NEW 5" CONCRETE SLAB W/ #4 @ 14" OC EA WAY, CENTERED; FOR PICNIC O� NEW 5" CONCRETE SLAB W/ #4 @ / / / TABLE (PICNIC TABLE BY OTHERS) / 14 OC EA WAY, CENTERED; FOR_ � � �, / / :. a• . •• °.: � / NEW 5" CONCRETE SLAB W/ #4 @ 14 / BENCHES (BENCHES BY OTHERS) �OC EA WAY, CENTERED; FOR BENCHES e : q (BENCHES BY OTHERS) / PLA� AREA :.a i7 / / / / a a / 4 / /// / a •° a a• a .a•• STAIRS . d CONCR'TE 26 / / ° / / / / v n d m „ /NEW 5" CONCRETE SLAB W/ #4 @ 14" OC EA WAY CENTERED; FOR PICNIC DEC10000 10 x2 /`< // /� TABLE(PICNICTABLEBYOTHERS) 4 // /' /�i' a ° / i '< NEW 5" CONE SLAB W/ #4 14" OC " / / / / I ` / ' i/EA WAY CENTERED; FOR PICNIC REA /' / / // 4 ---------------- /, / / /,A- ------------------------------------- --\--- / FENCE COR. 0.3'(N) vv 14 x3 ' / / 36 x2 � OF CORNER vv M, / / 42 " '/ �1' ' � /% 'z ��o v �� V� �, HH I v ,_ 3 // / ��' 14 DEC DEC ��-- �/ /'SD LOT 1 `\ / / / / / / TYP 4 4 ASPHALT WALKWAY AY C5.3 \ NEW 5" CONCRETE SLAB W/ #4 @ 14" \ » �/ OC EA WAY, CENTERED; FOR BENCHES \ 00 / / RELOCATED PARK SIGN 26 �I I ` (BENCHES BY OTHERS) \ "00,�jll1 0049110000080�3 \ HOOP A `�PPA T/ I � � \ / F ' / / -- - ' ' 11 142 F. 14 34 e NEW PAVEMENT DEC NEW RESTROOM o I \ / C5.3 � FFE:322.0REFER TO 2 \ \ I BATHROOM SUPPORTOSLAB � \\\ / / /% I / � G F22 HMA UTILITY PATCH 28" Ch I I \ \� �I I --J---------------------------- _ _- - - - - - - - - - - - - - - - - - - - - - - - - - - --�-- / WA- WA 'I I — W I — 88006'02" E 135.76'(C) 135.88'(P) Q. 6 � I N I I I / f Q 1 I II / 0.8 I cj�I1'—\1 °.•' I UTILITY TRENCHING PER C5 2 I LOT 4 "A. �. I I •'• I I I 0' I 30' 2�2 I WARNER ADDITION 1 SITE IMPROVEMENT PLAN SCALE. 1 = 20 20 0 10 20 40 BLD2024-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 lti& ) 25385 sjrnvaL ��' J Q m H Lu a- J V Z� = m Z 0 =) O o3 w ~ (D = Z_ W L w o v a N N c-I O Y o' Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 (n W � U O w 00 0 J 0-) Z CL J = m 00 w 1 ` 0 < p Z = p 0 < o :2 CV W y:ialmas C5ml SE i /4, SE 1 /4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. C G 1 SEE COE STD DTL GU-410 /ter rr /rr .rrr /rr rr%00, rir rr � rr r♦ rr rr rr rr rr rr r r rr r rr a� r rrr rr r rrr rr r rrr ILI BEDDING MATERIAL (1-1/4" MINUS) d" MIN rr r r rr / r rr CRUSHED SURFACElo BASE COURSE (SEE NOTE 2 BEI I) r z rrr rrr rrr rr pfV rr r/ rr r/ s/rrr rr rr r r r 8" MIN L rr rrr rr rr rr rr rrr �NNOTE 4 OF REQUIRED) 8" MIN 1— —1 8" MIN NOTE NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 18" OR LESS FOR 8" AND SMALLER DIAMETER PPE • 24" FOR 8" DIAMETER PIPE • 3e FOR 1 r DIAMETER PIPE • O.D. PLUS le FOR PIPE LARGER THAN 12" NOMINAL DIAMETER Zo REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFIGKWNS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFlLL SHALL MEET A MINIMUM COMPACTION OF 95X DENSITY PER ASTY D 1557. 4, IF UNSTABLE MA78M IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. `st. 18y- REVISION DATE CITY OF LDMONDS IiPRI =1 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DTTAII r— l,PPROV[ R. ENGLISH GU-400 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CURB/iGUT R SEE COE STD DTL TR-521 a as TACK COW VERTICAL SUI*= 2" HMA CLASS 3/e 2" MIN 5/8" MINUS CSTIC ON NATIVE BEARING SOIL SEE NOTES 3 & 4 NOTE: MOST ASPHALT WALKWAY CONDITIONS ON -SITE DO NOT INCLUDE CURB, SEE 4/C5.3 FOR SITE SPECIFIC CROSS SECTION. NOTES: 1. MINIMUM PAVEMENT COMPACTION - 91X OF RICE DENSITY 20 SEE COE STD DTI_ TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 3. SUBGRADE AND 5/e MINUS CSTC SHALL BE COMPACTED 70 A MINIMUM OF 95X MAMMUM DENSITY. 4. SUBGRADE INSPECTION REQUIRED PRIOR TO PLACING HMA. 5. FULL WALKWAY WIDTH RESTORATION REQUIRED FOR ANY SURFACE DISTURBANCE CITY OF FDMON®S PUBLIC WORKS DEPARTMENT `st. 18y., ASPHALT WALKWAY APPROVE R, ENGLISH CITY OF EDMONDS STANDARD DETAIL ',FVISION DATE SEPIEMBER 202E STANDARD DETAIL TR-530 FINAL JOINT SHALL BE A NEAT SAW CUT STWAK*ff LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2" EDGES SFWl BE TACKED NEATLY PER PG 5OH-22 WSDOT STANDARD SPEOIF1CAMON3 4) (SEE NOTES 4 & 5) -� APPROVED PERT TACK OR APPROVED OEQUAL ANSEALED 1 A. SLOPE EXCAVATKNr TO AVOID UNDERMINING I EXISTING PAVEMENT. in D�IS7N9 HMA �X�j�� 4 MAT» V�/V�� a • a °° a BEDDING MATERIAL (1-1/4" MINUS) CRUSHED SURFACE BASE COURSE (SEE NOTE 3) IMPORT BACKFILL SHALL BE COMPACTED TO 95X MAXIMUM DENSITY (SEE NOTE 2) NOTES: 1 o SEE CRY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOrT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 20 SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95X DENSITY PER ASTM D 1557o 3o CSBC DEPTH SHALL BE A MINIMUM OF r, AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING fr. 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 8" FOR COLI.ECTM/ARTERWS. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. & UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2" 7. FINAL PAVEMENT JOINTS SFWl BE NEATLY SAW CUT AND UNIFORMLY SEALED WITH WSDOT STANDARD SPECIFICATKNS 5-4D4.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL CITY OF EDMONDS PUBLIC WORKS DEPARTMENT FSt. 18g� CN DATE TYPICAL HMA AND APILL 2021 UTILITY PATCH STANDARD DETAIL APPROVED BY: Ro ENGLISH GU-410 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 2-7 r 2-7/8 —1 P 4 y e .a AI 4" c '4 4e. e � iR-12" NOTE 1 YIN CSTC: Zr ONLY ROLLED CURB/GUTTER (SEE NOTE 10� (NOT TO WALE) 2' SEE NOT! PAVEMI HMA 4" OR MATCH EXISTING, WHICHEVER IS GREATER L? NOTE 13 !i"-5SBC MINUS 2",5/8" MINUS CSTC 18-1/4" I CONCRETE VERTICAL CURB (SEE NOTE 11) (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. Zo FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SFWl BE PLACED ADJACENT TO ANY STRUCTURE. 4, EXPANSION JOINTS SFWl BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. 8. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. B. 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 DIRECI BY CITY ENGINEER. 10o FOR CUL-DE-SAC AREAS AND TO REPAIR LIKE CURBING ONLY, AND/OR AS APPROVED BY CITY ENGINEER° 11 o FOR REPLACEMENT OF EXISTING VERTICAL CURBING ONLY AND OR AS APPROVED BY CITY ENGINEER. 12o A 2 FOOT MINIMUM ASPHALT SAWC U'T MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 13o ALL VERTICAL EDGES SHALL BE TACKED. 14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95X OF MAX. DENSITY `St. 18y., REV ROLLED AND VERTICAL oa�1S�ass 2o1 COTY OF®MON�; CURBS PUBLIC WORKS STANDARD DEPARTMENT DFTAII APPROVED BY: IL, ENGLISH TR-521 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS B L D2024-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION ENGINEERING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 25385 �q ISTEg' sloNaL � W W 24 J Q F- m cn F- crf w J z Q Q � cr_ m Z 0 =) O co cn w W � � v w w c) U d m � W Q O O r-1 Ln O Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 Q Z :-C:: CL (o LLJ U 0 LLJ 00 Ld CD J Zm a O J = 3: 10:� �CC m 00 Q L Q 0 Z = O O LLJ a � o ~ :2 N W (%) SHEET: C502 SCALE: NTS SE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. o �I ASPHALT CONCRETE WEARING COURSE - HMA CLASS 1/2" PG 64-22 0 m N i (WSDOT STD SPEC 5-04.1) 0 000 0`b °00 0`b °00 000 po 0 0 00 0. o 00,0 0,00 0o,0 0,0o 0 00 0. 0 00 00 00o 00 00o 00 0o 00 III —III -III -III -III I I=I - -I - I I=1 —III —III —III —III I -III -III -III -III III -III -III -III -I I -III -III -III -I I I I I=I I I=I I I=I I I=I CRUSHED SURFACING BASE COURSE (WSDOT STD SPEC 9-03.9(3)) SUITABLE NATIVE MATERIAL FILL; TOP 12" COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION USING AASHTO T-180 (ASTM D1557). UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED TYPICAL PAVEMENT SECTION SCALE: 1" = V-0" CONCRETE SUPPORT SLAB L 10 CONCRETE SLAB PLAN SCALE: 1/4" = V-0" RESTROOM PER MFR 6" N J - I: co J 2" — my �`) 1 CLR 1'-6" 1 #4 @ 12" OC EA WAY, TOP AND BOT. HOOK TOP BARS AT PERIMETER J SUBGRADE PREPARATION PER SPECS RESTROOM SUPPORT SLAB SECTION SCALE: 1/2" = V-0" SIMPSON HGAMIOLTA CLIP W/ (8) 1/4"o x 1 3/4" STAINLESS STEEL HEX -HEAD TITEN SCREWS, TYP (1) EA CORNER OF STRUCTURE ASPHALT PAVING PER PLAN (2) #5 BOTTOM #4 @ 12" OC AROUND PERIMETER 12" 1� / 12" CONVE' DITCH PEF LruI"900 DI 9 7.vaa PATH IMPROVEMENT SECTION SCALE: 1" = 5' B L D2024-XXXX ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PAVEMENT PER 4/C3.2 EXISTING GU jL GRADE �� og WAs$ l�t> ISTMEg� 1� s`STONAL W W 24 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: J Q F— F— m cn crf J z Q Q � cr_ m z 0 =) O co Ln W v Q cn w Lu c) U d M � W Q O O rH Ln Y 0' Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 Y (� cy— W C (o � U O w 00 CD J Z CL J a J = Q F- m 00 V / Z = p O ago N W lai:ialmad v I Q F_ Ld 0 F_ Z W m W O W F_ w C503 CITY ENGINEERING DIVISION