The URL can be used to link to this page

ENG2024-0362+Other+7.15.2024_5.23.07_PM+4379155SE 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 WATER/SEWER/STORM GAS FIRE 700 MAIN STREET CG ENGINEERING LANDAU ASSOCIATES CITY OF EDMONDS PUGET SOUND ENERGY FIRE DISTRICT ONE EDMONDS, WA 98020 250 4TH AVE S, SUITE 200 155 NE 100TH, STE 302 121 5TH AVE N PO BOX 91269 12425 MERIDIAN AVE 425.599.3847 EDMONDS, WA 98020 SEATTLE, WA 98125 EDMONDS, WA 98020 BELLEVUE, WA EVERETT, WA 98208 CONTACT: KYLE WOODS 425.778.8500 FAX 778.5536 206.631.8680 425.771.0241 1.888.225.5773 425.551.1200 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. 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 Nt N;02'16' E 174.84' --Z f / 10• 7/7/ �W00 FENCE 12"/ CB RIM 339.44 / / / / /28' 34" �/ - - 32� o M // DEC DEC M 28 8' IE 12" RCP(SE)=336.39 /�/ l / / / F F / / 25 � I 16' F 24' 26' CB RIM=337.76 / / / I 12" 26" 26" / F 8" /M IE 12" RCP(SE)=335.86 / / // IF F F / M DEC/ I � IE 12" RCP(SE 335.76 x / / 22" 34" CB RIM=3 6.71 _ /8" 16" F IE 12" CP(NW/ =328.88 / l F �e F14"x2 � / IE" CPP(SW�=328.88 ��5� / F /�/ / / 32"F/ 34 / / CB RIM=327.80 / �GGO +/ // , / //'/ Mtih el`� F2 . \ / 26 V491100000804 IE 12" CPP(NE)=324.68 / j / / �- 4L / \ \ / IE 12" PVC(SW)=324.68 ® / / / / Y � �28M 26' �26" 44" 1{ �i F 4" - - - /./ 1/Q------- ,w/y / p \ \ F 24" F SHED GATE i / 1 / / / / / / GR% , , 1 Al \ A \ X 3 26"I F /POST + / / // BIKE 95,481 SF 1 / F[SH4 // RACK " 2 04310040280Q/ // //�r\= / / / /F G CB RIM 326.19 � G,�TEj / IE 12" PVC(NE)=323.39 0 • i� J' ST k 32" IE 12" RCP(S)=323.39 AREA / / . ? • �: i i / PLO / / / :.",; :.'.:, .:'• • 00491100000805 STAIRS / � • ; . ,,�p4jOR�T{,•� ::'. I 26"JA / . ''`' •'. / I DEC /2. +�------- ---------------------T---------- �AAA -- - - -- I I 141tX3/ / FENCE COR. 0.3'(N) \ // / 36"x2 / / OF CORNER 1 M/ F �lG� 0 / 14" 16 / 4 CB RIM=319.82 \ ,DEC DEC 5 OT 1 IE 2" PVC(W)=319.42 \\ I I 20' P S BACK 004 8 00100 I l / / NEW 20'x30' SLAB FOR PICNIC AREA \ / / / //S�Q P / " / 0.38 �+ \ 00491100000802 26i 00491100000806 / F HOOP 4y 2" PVC(E)=31 z 00491100000803 \ I I 1 014' L� ASPHALT/ I A I 142 34' DEC NEW RESTROOM I Cc! F / _ Q FFE: 322.0 I \V I I m 9.53 22' / / O �� 5' SETBA RE SE C 36' \ =329.05 / ( S$� r _ RUCTU 28� F, I CB RIM=320.27- Z /%/ C �� I - --- --1 , 14" - J o� - - COULD NOT OPEN - - - - - - - - 28" / l - - M tp.6' / N 88 06'02' E 135.76'(C) 135.88"(P� EXISTING 34" I LANDSCAPING I I I LOT 3 14.E , I 0.8' S' ` ( TO REMAIN LOT 4 22 / / l F / 12" o' 3c, I I WARNER ADDITION I F Z / WARNER ADDITION I I VOL. 15, PG. 76 P / \ I I I I VOL. 15, PG. 76 '� / LOT 2 1 I ' � I LAKE BALLINGER I CB RIM=319.89 P I HOMESITES ADD. I VOL. 14, PG. 991 l------------------ 1 0.8 IE 12' RCP(N=318.03 GP 1 / + I IE 12' RCP(S)=317.94 ;ram ------------------i---------------- r- I C)o w 0°I I FOUND 1" IRON PIPE 00488700100602 I cA'� I LOT 5 LOT 2 12.2'(S) OF CORNER I o I x LOT 3 END FENCE 2.4'(S)l II. I I WARNER ADDITION I=I I WARNER ADDITION OF CORNER 100 LAKE BALLINGER VOL. 15, PG. 76 VOL. 15, PG. 76 w o HOMESITES ADD. .x. o COLUMN VOL. 14, PG. 99 f � I - - - - - - - - - - - - - - - - - - 1004887001008021 1 ------ - - - - - - - - - - - - - - - - - t - - - - - - - - - - ------� 1 I--1------------ r CB RIM-317.02 I I I 1 1 I CB RIM=317.56 ,:ti , IE 12 RCP N=315.39 I 1 I I IE 12" RCP(N)=315.56 a' 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 6'kN ♦ OVERALL SITE PLAN WARNER ADDITION 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 ::1 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 Si SW -0 3 co > Q o 238th St SW < 238th St 5' v f � Q,S3t ti 240th St SW 240th St SW 240th St SW/<j: J / / / / r � I L--J PROJECT SITE J /' L-J J 242nd St SW 242nd St SW co � 242nd St SW VICINITY MAP N TS c'* 'elIQ\., � D 241 st St SW 241 st S of D m` 242nd St SW :E 0 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 CL 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 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 0 EJ EXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE GRADE BREAK �� To 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- FIFE FINISHED FLOOR ELEVATION SDMH STORM DRAIN MANHOLE WATER METER ® m 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 ° '6 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 4LP 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 sC, GUI •L CS4 Og WA q 25385 Is'rEg 1 sl0NaL 06/07/24 J Q F- m cn Cf w � J (D Q Q cr- m Z 0 =) 0 0o cn w O N Ww J W C) - 0 U d m m � � W 1-- r1 m r Q O O O c\-I 11 to .� O O Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 0 Q :-C:: Z CL � U O 0 J rn V,J ZCa w J = Z Q F--- (n Q m 00 a 0 Z w = O O > W ago O~ N w C) (n 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. Kip■�i:��.J��re\:��a��a::��r�� ye��:a:r�:z.»�:i��a►i� 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 06/01/24 J Q F- F- m cn F- crf w J z Q Q cr_ m Z 0 =) O co cn w W � � v uj cn W w w r) 0 U d m m � � I- rH m r- Q O O O rH Ln �D .H O O DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 Y (� cy- La C O cy- U W 00 CD J Z CL J a J = Q F- m 00 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 „ 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 a • d a / / 0 PLAN AREA a a / / 48 // / v a l/ STAIRS a a d CON AA va 26 F F // /� // // / INSTALL SILT FENCE C2 EC xx 12 ---------------- - , ,' FENCE COR. 0.3 (N) vv - 14 / OF CORNER v M / / / 36 x2 �� / / v // / „ `� r EXISTIN(f4 / // 42 // ��/ O G STORM PIPE TO BE „ // HH F / �� / 0� REMOVED, SEE 16 // o \ / C3.1 FOR REROUTE / 4" �" CB RIM=319.82 vv 22 /� ♦ / I�ALLSILT FE CE v DEC DEC LOT 1 °? \ / / 1 %� S IF 2 PVC W =319.42 \ C2.2 ) // pp \ 004 �0100100 INSTALL HIGH VISIBILITY PLASTIC FENCING TO MARK LIMITS OF Q �� /\ CLEARING AND GRADING � C I M=120.38 I \\ i 26" 00 / HOOP / / � RELOCATE SIGN PER C5.1 �/ /�� //' ' IF 200491100000803 " PVC O =31 . `t � � \ ,,' ' \\ ,14 I ASPHALT v \ 42 ,� F 34 INSTALL CAT�H BASIN INSERT O / BASKETB LL I \ - rr�� / / 2 STOCKPILE L&A' T"UN \\ / n C2.2 1 6 I l/ A W/ PLASTIC COVERING / 7`� / 0.000 \ PER DOE BMP Cl 3 _, \ CT) v 22' IJ,m TREE TO BE REMOV F CB I RIM- 320.27 \\ \ ob INSTALL CATCH BASIN INSERT 2� COULD NOT OPEN ---\ ---------------------- ------- SD 3 .6' N 880062 .766 (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 I IF 12,RCP(N)=318.72 ► LOT 4 IF 12" PVC S=318.70 I I I 2�Za 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 06/01/24 J Q F- m cn ccf J z Q Or_ co Z o =) O co cn w v uj cn W w w C) c) U a m m � � W I- m Q O O O rH Ln �D .� O 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 U N 0:� w 0000 LLJ J 0) Z_ CL a J Q F-- M ■.. 00 � >- o O Z 7 L = O 0 12 < ad-o w w U, :2N W ul 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. r x r WOOD/S' M FILTER FABRIC SECURED TO r 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/9M POSTS 1 WIRE MESH FENCE M SUPPORT FILTER FABRIC BURY BOTTOM OF FILTER MATERIAL r TO 12• NOTES: 1. CONTRACTOWDIEVEWPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT CITY INSPECTION REQUIRED ON Zo SILT FENCE TO BE PLACM DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACIWMITY. BEFORE OTHER WORK CAN BEGIN `St. gay., FILTER FABRIC FENCE ",mu�iiy zon CITY OF EDMONDS FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT I I DETAIN APPROVED R" fib 1340M ER-900 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CONTOUR LINE ANGLE TERMINAL END UPHILL 24• TO 48• TO PREVENT FLAW lw AROUND WATTLE (TIP) WATTLE TRENCH, SEE NOTE 2-% AREA AVAILABLE FOR SPACI SEDIMENT TRAPPING SEE (TIP) TABLE SEE DETAIL ) SECTION A -A 1 114 WATTLE INSTALLATION ON SLOPES rx2•x2r UNTREATED WOODEN STAKE (TYP) �3• MIN _��4• MAX MIN WATTLE DETAIL 8" DIAMETER SPACING WATTLE TABLE SLOPE MAXIMUM SPACING 1HI 101-W 21HAV 20'-0' 3HI 30'-e 4Ho1V 40'-0• >41HAV ONE RUN ONLY NOTES: 1. COMPOST WATT ES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPUGATION. 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOr STANDARD SPECIFICATION 8-01.3(10). & RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT UNDERCUTTING. 4, WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF REMOVE SEDIMW AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BEIWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE REVISION DATA CITY OF EDMONDS JANIIWK 2018 WATTLE INSTALLATION PUBLIC WORKS STAiUDARD DEPARTMENT r�- AI APPROVED BY: L ENOLM ER-903 CITY OF EDMONDS STANDARD DETAIL 2W MIN RADIUS QUARRY SPANS 2-r MIN DIA 12• MIN DEPTH 15' MIN PROVIDE FULL WIDTH OF IIIGRESs/EGRbs DETAIL NOTES: (D THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC R01IT-0E--WAY 0 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQURRI D LMM. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR OIVM= TOWARD CONSTRUCTION ENTRANCES SHALL BE PPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH Sol SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH MW04AL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAR AND/OR CLFJWOUT OF ANY MEASURES USED TO TRAP SEDIMENTo ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/0R ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY * WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE, WHEN WASHING IS USED, T SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. * INSPE07M AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SUE MIN LENGTH OF (FEEt7 QUARRY SPALLS < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 `St. Nay" • PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL LENGTH TO BE DETERMINED BY CITY Imo° CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN ,Evlslov DAT- CITY OF EDMONDS STABILIZED CONSTRUCTION JA11WK 2MO ENTRANCE PUBLIC WORKS STANDARD DEPARTMENT DFTAII APPROVED BY: L E1401.131H ER-901 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS `St. lay" FILTER SOCK WITH (OVER ") FLOW HOLES CATCH BASIN NOTES: 0R BASIN 1. CON RACTOR/D SHALL SFWMAINTAIN THISAPPLICkTION AT ALL TIMES DURING CONSTRUCTION PERIOD. 20 ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE RIEMOVED WHEN INSERT IS ONE-THIRD FULL. & CITY INSPEM10N REQURIM ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY REVISION DATE , sops CITY OF EDMONDS SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DFTAII APPROVED B`': R. ENGLISH ER-902 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 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 GUIL WASH l�t> _S 25385 p IscEg 1 0 06/07/21 J Q m D Ln Lu J z Q Q or m Z 0 Z) O co cn F w (D ui O w w w o U a m m � � Ld Q O O O .\I 11 l0 r1 O O Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 I 0 ry F— Z 0 U Z � I-- O a W -:�: V) CL cD 0 � U 04 O Lw 00 LLJ (' J 0) Z_ 0- Q >- J � a�� Q m00 v) 0 O Z CL 2 I— O 'r--f O m W ad-0 LLj 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. CB RIM=337.76 26"� 26"�,12" F IE 12" RCP(NW)=335.86 ' 7.24 - / ; l F F M IE 12" RCP(SE)=335.76 X - �/ ' F I 22" l 8 " / / CB RIM=330.� 71--_ , 33,' 16„ F F IE 12'�zRCP(NW)=328.88 /� / /'F F 14'x2 IE ,12 CPP(SW) =328. 88 EXIST CB / 26 / RIM:330.71 / IE (12" NW): 328.88 // *�\ IE (12" SW): 328.88' 334 / ' / �� 34 , / // Q / //'J� BRING TO GRADE W/ RISERS; / `32 �\ // 1 M /° / O , INST LL SOLID LID ON EXISTING CB ff / �0 ff F k 26 / / / 42 , el s' lye... :•. / // -b126ff 30 L / C' BBQ F F F GRILL 26 / T 4 Pd4 POS�* / // SHED xxz ,'�/ I.IZZGAITE11 osT // /' / / / / O ( n /x • I 4000, 500000/ // SE rR RIM=.397 Rn IL 12 C;HH(NL) =,s24. bb IE 12" PVC(SW)=324.68// 40 xx / / I .00l x2 /-< /� l / Xx %A / . �/ / 12 / / / / 324.0 / ' ' F U' ' ' / / 22.2 36'x2 Vm/ / / / 7,%/ 42 22 , / / C3. 26" / /F 42') V / 34 " P , / / 22' 3 9.6 I I I .0aS0, 1 �0- _Z 2 GRADING AND DRAINAGE PLAN "s. i I I INA IN b 320.60 321.0- N 88°06'02" E 135. W (C) . I I CONNECT TO EXISTING STORM I I I I I ---------------------------- \ 33" ' 2g 95,481 SF F ! ` / / 50' TYP / 2704310040280�0,'�2 \ - 324 \ F G� A / - z A. a• . A d: / ° ` 23..5! e a.. CON�CR•�TE / v. a 4 °.• de r / -3 .98 8 ,f DEC 44 LF ^ 6" PVC 6/0.5% - - - 4-------------------------�----------------- --------------\ ` FENCE COR. 0.3' N \\ OF CORNER \\ -401-F"�4"DIP@6.1 HH \ CONNEC TO EXISTIINGGSSTOO M CB RIM=319.82 \\ \ 60LF-6'IDIP@0.5% IE 2" PVC(W)=319.42 \\ )04 001001� \ V \ 4 �20.38 \ 00 00491100000803 \\ IALTI \\ 3TROOM o I vv .0 I \\ -' RESTROOM AND ALL UTILITY STUB \ OUTS PREVIOUSLY COMPLETED BY \\ �I OWNER. UTILITY STUB OUTS INCLUDE / C 36 I SEWER, WATER AND STORM \\ I� \ 28 F CB RIM=320.27 \\ COULD NOT OPEN __\-_----- - ------ ---- _ ---------------- 135.88'(P) I I II I LOT 4 I I WARNER ADDITION I I nT ? VOL. 151 PG. 76 20 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 TYPE 1 322.90 (6" N): 319.92 2 3 4 (6" W): 319.82 C3.3 C3.3 C3.3 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 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 ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GU I FWAS jl ,17&) sjrnvaL ��' J Q co H Lu J Z � m Z =) O o3 cn w LU Ld w w Q U a om Ld(14 MO Q OO OO c-I O O Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 CLi r/ Z �w �NV) Q fl. i 13- m Q � LLI U O 0 _j 00 � C)0 Z C Ld _j < QD J � m co � vi Q � o Z Z 0 Z 2 O O F_��Q�//� W �Lf N LdLd V SHEET: C3.1 322.35 321. REPLACE/ADD CURBS _ AS REQUIRED o \ 322.13 322.06 321.93 q % ASPHALT WALKWAY -- - i 321.86 s� 322.10 SE 1/4, SE 1/4, SECTION 31, 322.20 rV i 321.80 321.86 .i.k 1. - EXIST CB I 321.78 RIM:321.28 I IE (8" W): 315.98 IE (8" S): 315.87 I -0001� D , 321.40 321.40 321.54 � W 1 I. N N I I r 42 LF ^ 6" PVC 0.59/, Ss ------ UTILITY SERVICES I ss TO RESTROOM UNDER PERMIT I II I I BLD2023-1127 -321.75 - ---- ------ --------------------- I I 1 - jWA- u _ WA I -Ja--�---_ ---� 321.91 321.93 321.82 I I 321.78 321.90 1.5b WA uv - 321.58 321.34 I 320.60 321.07 J , o 1� I 321.13 N I MI I ST 6 i I RIM: 320.60 ----------- I I IE (12" RCP N): 318.72 I I JE (12" RCP S): 317.27 IE (12" DIP E): 317.27 a I I as I 320.8,9 I f a I I I o � 45 LF ^' 12 DIP 0.5/0 I I EXIST CB RIM: 320.60 I I I IE (12" RCP S): 317.04 / I.• } I IE (12" DIP N): 317.04 .,I 1 PARTIAL GRADING AND DRAINAGE PLAN 322.0 56 LF - 12" DIP @ 0.5% N 88006 0 9 LF - 4" DIP @ 16.0% TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. 60 LF - 6" DIP @ 0.5% NEW RESTROOM FFE: 322.0 ROOF & FOOTING DRAIN 1 / C3.3 RESTROOM AND ALL UTILITY STUB // OUTS PREVIOUSLY COMPLETED BY OWNER. UTILITY STUB OUTS INCLUDE SEWER, WATER AND STORM 16 LF - 6" DIP @ 0.5% 24 LF - 4" DIP TIGHTLINE @ 4.2% o i -12LF-6"DIP @19.0% / E �135.76'(C) 135.88 P EXIST CB \ RIM: 320.27 IE (4" E): 319.32 IE (4" N): 319.32 IE (4" N): 319.32 321.93 322.0 322.0 321.93 321.75 SCALE: 1" = 10' p 10 0 5 10 la 20 CATCH BASIN SCHEDULE MARK TYPE RIM ELEV INV ELEV NOTES 0 TYPE 1 323.80 (6" S): 320.26 2 3 �Cly,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 C3.3 C3.3 C3.3 40 TYPE I 321.80 (6" S): 318.71 2 3 4 C3.3 C3.3 C3.3 5 TYPE 1 320.40 (6" N): 318.58 (6" S): 318.58 2 3 4 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 ENGINES RING, 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 sjrnvaL J Q m un H Lu d J (D< Z =m Z 0 � O o3 w Z � � U LU W Lu J W o u a m Ld Q O O O � � � r-I O O Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 Z a w c� a F- z < �W � � W N O U w 00 0 0 Z J � Z a �CL< J=� m 00 C 1 ` Q < Z Z 0 = O O �a F-m < � N aW Q [L�� y:ialmas 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 OOD 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 ALLIDWANCES PIPE MATERIAL MAXIMUM ETER INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPECpswe 1a" (INSOOT STD SPEC 9-05oZ0) 12" SOLID WALL. PVC 1a" (WSOOIT STD SPEC 9- 5.12.(1)) law (YY500T STD SPEC 9-05012(2)) PROFILE WALL PVC 0 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 k FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM M07 KN d�OlT3o 221). WIRE FABRIC SHALL NOT BE PLACED NI 3e APPLY NON -SHRINK GROUT 70 INSIDE AND OUTSIDE OF k• �I ALL JOINTS, RNI 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 INVERT 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 SEAWARD 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. ENS 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 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 2-1/4" x 1/8" PLAN sr ... aLn7ER ,:,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 ASTM 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 SHWl BE INSTALLED ON CONTINUOUS ROAD SLOPES. HRRNGBONE GRATES SHNl BE INSTALLED IN ALL SAGS AND SUMPS. 6o CURR/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" M, 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 STAINLESS TYPE 304 STEEL SOCKET HEAD KEEN HEAD) BOL75, 2- LONG. NOTE SLOT DETAIL 2. MATERIAL IS DUCTILE IRON ASTM 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 STANDARD SPECFTCAMON& & WELDING 8 NOT PERMITTED. & USE IN CONTINUOUS SLOPE CONDITIONS ONLY 7. EDGES SHALL HAVE 0.125" RADIUS, 0.125' CHAMBER OR COMPLETE DEBURRIING. & USE A THROUGH CURB INLET WITH HERRINGBONE GRATE N 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 /\/%�� 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 F,9 APPROVED BY: ###### Li CITY OF EDMONDS STANDARD DETAIL REVISION RKAN W 2018 CITY OF EDMONDS VANED GRATE PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED B": R, 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 06/07/24 Q F— m cr) w � J z Q � m Z 0 � 0 cn w O N W w C) 0 U 0- m m � � wI I- rH m r Q 0 0 0 rH Ln � rH 0 0 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 La y:INmE C3m3 SCALE: NTS SCALE: NTS SE 1/4, SE 1/4, SECTION 31, TOWNSHIP DQ x � I , i 336 / / /' /' / 334 Z' / 33? / ' / 330 / SHED GATE POST /� BIKE 328 // /' ,' ,' RACK SHED � GA-rE, / //, �O,ST / 32 / 0 Oj c V/ 27 NORTH, RANGE 4 EAST, W.M. 1624 26„ F 26 26 �/'12 — / I F F M F I 22 " J / / \16„ F F /F 14 "x2 / 26 / F 34 e �/' 38 32 " v M / E F k 4211 26 /12644„ BBQ FF F GRILL T ARd/4 26 ° 95,481 SF 33 / F 2704.310040280,0,'' / C, / All \ a 0�� , / PLAN AREA F, / //x, STAIRS d CON STAIRS Ad ° • 26 / F X,/ .. / ..d . ' / // ' 10 "x2 ` �' '' ' l ♦ . /�,� DEC � / 001 / _ ---------------- / 12 ° / / / /' , I \\ //' a EXISTING IRRIGATION TO REMAIN. ADJUST LIDS AS NEEDED, TYP / / I 1 ,A/ �� ------------------------------------- / // FENCE COR. 0.3 (N) \ / /M14 ' / F ' � �OF CORNER.0e A vv ' 42 H H \ 22 / 3 / pi 14 DEC DEC c y) \ I �� -- ��/ /' s� LOT 1 `\ ,� ,'� 004 00100 „ �� _ v 00 CONNECTT�26 MH I —� 00491100000803 \\ F HOOP I \ / /F _ / / / 14 I A(:�PPAI T/ vv v 42 „ /� BACKFLOW 4 a \ , / 34 o PREVENTER C4. NEW RESTROOM ° \ / F / EXISTSSMH FFE:322.0 RIM:321.28 ---, _ \ IE (8" W): 315.98 / I -- / � I —' RESTROOM AND ALL UTILITY STUB \ IE (8" S): 315.87 ti — \ / I I OUTS PREVIOUSLY COMPLETED BY \\ IE (4" E): 315.97 1 \ 11 I �I OWNER. UTILITY STUB OUTS INCLUDE \ V ' P/� / / �� 1'�' L- _- _ I / C 36„ SEWER, WATER AND STORM \ 22 \\ / // ' 1 1" TYPE K COPPER WATER SERVICE '� " _ _ _ _ — _ 28 _ SSCO I E: 318.0 2 � I \ C4. \ �I -I J----------------------------------- In EXISTING BLOWOFF I �w wP� _ _SD�� / _ ------------------------- >- 3„ / AT END OF MAIN I r--F---� _ .__ l I Q .6' / / ; N 88 6'02" E 135.76 (C) 135.88 (P) I I / / CONNECT 3/4" SERVICE I! � . I SSCO 2 50 LF 4" PVC @ 4.06% (2% MIN) 3 SIM 1 I I TO WATER MAIN 1 -Al C4. C4 I e 0.8 °.'• • 3/4" WATER METER C4 I I "A. 4. , LOT 4 I I � � I / $5 0 30 I 1 l 2�2 WARNER ADDITION 1 WATER AND SEWER PLAN SCALE. 1 = 20 20 0 10 20 40 6 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.►,. lti& ) 25385 sjrnvaL ��' J Q m W d J Q9 < Z = m Z 0 =) O o3 w ~ (.D = Z0-1 _ U °C � Lu Ld � w o v a m Q O O O c\-1 Ln l0 moo Y 0-1 Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 Z Q w O cy- U W 00 0 J � Z CL Q J = m M V 1 ` / 0 < Z = 0 < o :2 CV W y:lslas C4.1 SE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. C GI -PROPERTY LINE 0 � GRADERno P.O.W. J MEEK SUPPLED BY CITY BALL Vi1LVE FL I� C C DItiECM 1 _v� 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 oURET (FoRD OR MUELLER) DUAL PURPOSE UNION MIPT X CT5 GRIP BALL VALVE CURB STOP EQUAL TO FORD 984-444Q FOR 1' OWHEN REPLACING EXISTING SERVICES: 1' METER SERER 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 VBH74-15W-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 2' 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/CONTRACTOR (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 O O ®S 1 " WATER SERVICE JANUW =1 PUBLIC WORKS FOR 3 4 &1" ME ERS� STANDARD DEPARTMENT DETAIL FS t . 18g° PPRov R. ENGUSH WA-130 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 13 F, 1 I of COLLAR 4' ABS/PVC INSERT PIPE* CLEANOUT' SEE WE STD OM SS-200 Ir ABS/PVC: FEMALE ADAPTER 8e ABS,/PVC RISER PIPE* SEW 8" SIDE ER I FLOW VALVE BODY e TO 4' REDUCER _ L-'-a FLOW 4' SIDE SEWER • BOOTH 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 PREVENTER SHALL BE LOCATED FROM HOUSE BETWEEN 2' TO V 3. BACKFLOW PREVENTER VALVE SHALL BE A CLEW 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 CLFJWOUT IL WITH 45° 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 SIM NOTE: TIE SERVICE INTO SSMH PER PLAN. 12' L:OGQNG COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG (CHERNE 27081 OR APPROVED EQUAL) `WATER TIGHT CAI' LEVELING COLLAR) SEE NOTE 4 RISER 12' PVC SLEEVE ,41r 6 RISER e OR a ME SEWBENS CRY STUB ER 45° GENERAL CLEANOUT DETAIL 4'OR8" SIDE SEINER CLEANOUT DETAIL 12" LOCKING COVER AT PROPERTY LINE/CITY EASEMENT SEE NOTE 3 NOTES: LEVIELING COLLAR SEE NOTE1. SEINER PIPE SWILL BE SDR-35 AND JOINTS SWILL BE gi r ASPHALT SURFACE GASKIETEDo rOR 2. PIPE SLOPE TO BE 2XMIN AND UP TO 50X MAX.&SEWER CLEANOUT TO BE Ir CAST IRON CLEANOUT COVER WITH 1/2' HEX BOLTS AND A PICK HOLE. EAST JORWWONG 12' PMC IRON WORKS PRODUCT f OON6102 OR APPROVED EQUALae" RISER 4, LEVELING COLLAR SWILL BE CONSTRUCTED AS FOLLOWS-IPE GRIPPER E EE 2277021 . IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS' EITHER 24"x2ex6" DEEP CONCRETE COLLAR OR 2e 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 RElINER INSIDE DROP BOWL SECURED WITH STAINLESS STEEL FASTENERS •,. --PVC PIPE RELNER STANUTS STEE STRAPS SECURED TO STRUCTURE WALL WITH STAINLESS STEEL FASTENERS AT V INTERVALS (MIN OF 2) -BUILD NEW CHANNEL BEND TO ST IN CHANNEL ?` 0 4 MAIN CHANNEL 'k 3/4' PIPE DIA 0 9 CHMIN DEPTH MANHOLE BOTTOM / = r A• r•.;v... yV r:• red ��-i•Yr;;k�.'•: w';I r,"�.r7' �:'aC ,X �'4:'y,•s'•' v4. •tiF: y Aµ..Y•' : .a r ! BOTTOM OF NEV CHANNEL CONCRETE FILL STANDARD MANHOLE CHNNELIZA110N DROP DISCHARGE DIRECTLY TO CHANNEL DO NOT USE RELINER INVERT CHANNEL NOTES: 1. DROP BOWLS SHALL BE A REIJNER-DURAN DROP BOWL KIT OR EQUAL AS APPROVED BY CITY 2. SIZE OF DROP BOWL & DROP PIPE SHI BE EQUAL TO INLET PIPE. 3o INSTALL PER MANUFACTURER'S SPECIFICATIONS. 4. INSIDE DROP SYSTEM ALLOWED ONLY WITH PRIOR CITY OF EDMONDS APPROVAL `St, iB j- puvlQlON C O TY O �EDMONDS PVC INSIDE DROP FEBRUARY 2025 SYSTEM MANHOLE PUBLIC WORKS J i/;'I-AF�D DEPARTMENT DETAIL APPROVED BY: Ella SS-220 CITY OF EDMONDS STANDARD DETAIL NOTES: 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 8' LATERAL SEWER SLOPE - 2X MIN TO 5OX MAX 22 V OR 45° BEND 8' TEST TEE 8' WYE�B' ROMAC SADDLE SEE NQiES 1 AND 2 POSSIBLE SEWER MAN LOCATION 22.5n OR 4V BEND 3 ]] POSSIBLE I SEINER MAIN LOCATION 1. WHEN TAPPING INTO EXISTING MAN 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. 2. 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*HT 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 RMRUARY 20R3 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 GUI ��L A 2s3ss �q �ISTEg NNAL 06/07/24 Q m cn w � J z Q m Z Z) O cn w U Q Lu N W J w U a m m � � W rH cyn r- Q 0 0 0 rH Ln � �00 Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 YN (� W 'Ili O � U W 00 CD J 0) Z CL J a J = m 00 �/�w V >- / 0 Z = p O ago N W V / Q LLJ 0 LL LLJ �LLJ V ! 0 Z Q LI-J F— Q w u- C4.2 SCALE: NTS SCALE: NTS SE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, - \ \ i'lP'--/I/, I I DID I ' / / a/ // / / + / / / / / / / f'..: • / / / / / / SHED GATE / / ��/ // , / , / , /' BIKE 3 POS�, / // / ;/' /' RACK / / /' '/ / / / / / / 5 0 SHED F i -� 32 " � 3z6 / z' / / / ' /'' /'' I` / 3�4 NEW 5" CONCRETE SLAB W/ #4 @ 14" OC EA WAY, CENTERED; FOR _ -NEW 5" CONCRETE SLAB W/ #4 @ 14"' BENCHES (BENCHES BY OTHERS) OC EA WAY, CENTERED; FOR BENCHES �,f} ' / (Zx/BENCHES BY OTHERS) / /PLAf AREA STAIRS 26 10000, / NEW 5" CONCRETE SLAB W/ #4 @ 14" / �/ / " 8„ OC EA WAY CENTERED; FOR PICNIC / / / /' ' DEC 10 x2 ; /' TABLE(PICNICTABLEBYOTHERS) / / ' NEW W.M. ' �4 16 v ,26„ 126 l 26" " F '12 ' i l F F M — FI 22" 8 \ \16" F F /'F 14 "x2 '/ / / F / F 34 T / / ' 3811 32 �� 1 / F ' V F k' 2642 " / M A 30 44 „ BBQ // Rd/4 FFGRILL _T A �y' ,� 26 zg 95,481 SF 33 F I' \ / - 27 4.3100402806''� / NEW 5" CONCRETE SLAB W/ #4 @ 14" — — 324 OC EA WAY, CENTERED; FOR PICNIC G� TABLE (PICNIC TABLE BY OTHERS) d / / NEW 5" CONCRETE SLAB W/ #4 @ 14"2�\ OC EA WAY, CENTERED; FOR PICNIC TABLE (PICNIC TABLE BY OTHERS) d.; / •• a d d d e 41 e e a d tr a CONCR.�TE a a 4 e .. dd A d d d. A. e d A 4 d. .. d A. e d d' NCRETE SLAB, SEE PAVILION PLAN FOR DETAILS I/ � _ ------------------- / /x' FENCE COR. 0. 3'(N) 14 3 / l ' / / 36 x2 � OF CORNER �/ 42 / // 11 0�9 16 HH 22 / / - 3 / �' ' DEC DEC 14 s� LOT 1 TYP 4 4 ASPHALT WALKWAY / /�. ' 004 00100 °o C5.2 C5.3 REMOVABLE BOLLARDS PER SPECS cr) � / / _ I NEW 5" CONCRETE SLAB W/ #4 @ 14" / OC EA WAY, CENTERED; FOR BENCHES RELOCATED PARK SIGN 6" /' / / 5 REPLACE 18 LF EXTRUDFD CURB '/'' (BENCHES BY OTHERS) 00491100000803 / / F C5.2 / _ 42 / REMOVABLE BO 14 A�tD E !PECS —] 1 U14 " ^ ` 14ALT r 34' 1 NEW PAVEMENT' r_� DEC / NEW RESTROOM o �.3 P/ 22" ob ' � I Q.6' I 0.8 5 80 LF NEW EXTRUDED CURB SITE IMPROVEMENT PLAN —W, , c n N 88 06'02" E 135.76'(C) 135.88'(P) REPLACE 41 LF EXTRUDED CURB UTILITY TRENCHING PER �� 7r" � RESTROOM AND ALL UTILITY STUB OUTS PREVIOUSLY COMPLETED BY OWNER. UTILITY STUB OUTS INCLUDE SEWER, WATER AND STORM i i i ' LOT 4 I i WARNER ADDITION I B L D2024-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION O C ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 G GUIL SPAS$ Fes' • IST385Eg� 1� s`SI0 06/01/24 J Q F- m cn crf Lu J z Q cr_m Z 0 =) O co Ln Lu z � � u a n cn W � w 0 U a m m 1:* 1:* W I- m Q O O O rH Ln lD .� O O Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 Z Q F_ Q :-C:: Z CL (D W cy— W o m W Q 00 Ld CD J 0-) ZCL a O J = m o Q 0 Z = O O W :2 cV Ld (%) SHEET: C5ml SE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. C GI 8' MIN 1- -1 8' MIN NOTE NOTES: COE STD DTL GU-410 BEDDING MATERIAL (1-1 4' MINUS) CRUSHED SURFACE COURSE (SEE NOTE 2 BELCMI) FOUNDATION 4 OF REQUIRED) SEE NOTE 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 18' OR LESS FOR 6' AND SMALLER DIAMETER PPE • 24' FOR 8' DIAMETER PIPE • 36' FOR 12' DIAMETER PIPE • O.D. PLUS le 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 ASTY D 1557. 4, IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER REVISION DATE CITY OF L D M O IJ ®S AM 2a21 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DTTAII PPRovE R. ENGLSH GU-400 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS CURB/iGUTER SEE WE STD DTL TR-521 a as TACK CONC VERTICAL SURFACE 2X � 2' HMA CLASS 3/e 2' MIN 5/8' MINUS CSTC ON NATIVE BEARING SOIL SEE NOTES 3 & 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 20 SEE COE STD DR 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 TO PLACING HMA. 5. FULL WALKWAY WIDTH RESTORATION REQUIRED FOR ANY SURFACE DISNRBANCE. CITY OF F®MON®S PUBLIC WORKS DEPARTMENT ASPHALT WALKWAY APPROVE Rio ENGLISH CITY OF EDMONDS STANDARD DETAIL RFVISION DATE SEPTEMBER 202E 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 PG 5OH-22 WSDOT STANDARD SPECIFICATIONS 4) (SEE NOTES 4 & 5) -� APPROVED PERTTACK OR APPROVED WSDOTEQUAL ANSEALED 1 SLOPE EXCAVATION TO AVOID UNDERMINING I EXISTING PAVEMENT. D�ISTN9 HMA 4 v a EXISlITNG MATER�L V�/V�� d • d °°/��/��/� d 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. SEE CRY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLNG REQUIREMENTS. 20 SUBMIT PROCTOR AND DEAD W 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 6', 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 6' FOR COU.ECPORS/ARTERWSo 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 UFTS NOT EXCEEDING 2" 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-4D4.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL CITY OF EDMONDS PUBLIC WORKS DEPARTMENT FS1. 18g� CN DATE TYPICAL HMA AND AIPRL 2021 UTILITY PATCH STANDARD DETAIL APPROVED BY: R. ENGLISH GU-410 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS 2-1/2'� 5. I .g 1z PLACE SCORE MARKS EVERY 10' SLOPE I lz 4d. A 1/2' MINJ DRIVEWAY WING OR CURB RAMP SLOPE CONSTRUCT OUT OFJ HMA PAVEMENT CONCRETE CURB SHALL BE NO LESS THAN 3' IN HEIGHT EXTEND PAVEMENT 1.3' FROM THE FACE OF CURB IF NECESSARY TO SUPPORT EXTRUDED CURB NOTES: I -PLACE 6' COMPACTED 5/8' CS IC BELOW HMA EXTENSION 10 NOT TO BE USED IN RIGHT-OF-WAY EXCEPT TO REPAIR EXISTING EXTRUDED CURB, AS APPROVED BY CITY ENGINEM 2. BONDING AGENT IS THE ONLY ATTACHMENT METHOD TO BE USED BETWEEN HMA AND EXTRUDED CURBo 3. CONCRETE SHALL BE AIR -ENTRAINED CLASS 3000 PER WSDOT STANDARD SPECIFICA71ONSo 4% NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95X MAX DENSITY RFVIS'oN PAT' �___'\�C CONCRETE DECXMBER 2018 CITY O� ��MO�®S EXTRUDED CURB 18y PUBLIC WORKS STANEATC DEPARTMENT [APPROVEDDETAIL BY: R. ENXa.ISH TR-522 CITY OF EDMONDS STANDARD DETAIL SEE NOTI PAVEME HMA 4' OR MATCH EXISTING, WHICHEVER IS GREATER I r c '4 a°. e r-51e MINUS CS G Zr ONLY ROLLED CURB/GUTTER (SEE NOTE 10) (NOT TO SCALE) 2' L? NOTE 13 6'-51r �� 2"" MINUS CSTC MINUS CsoC 18-1/4' I CONCRETE VERTICAL CURB (SEE NOTE 11) NOTESo (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. Zo FORMS SHALL BE TRUE TO UNE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4, EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2' TO 5/8' WIDE PREMOLDED JOINT RILLER. 6. 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 HOUR& 9. RE MOVA . /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. FOR REPLACEMENT OF EXISTING VERTICAL CURBING ONLY AND OR AS APPROVED BY CITY ENGINEER. 12. A 2 FOOT MINIMUM ASPHALT SAWCJT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER 13. ALL VERTICAL EDGES SHALL BE TACKED. 14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95X OF MAX. DENSITY. `St. 18y ROLLED AND VERTICAL REVoa�1S�ass 2o1s CJY OF E®MON�' CURBS PUBLIC WORKS STANDARD DEPARTMENT DFTAII APPROVED BY: IL EKG= 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 25W5 �q ��ISTEg' sIONAL 06/07/24 J Q F- m cn w � J z Q Q � � m z Z) O o.6 cn w v un w w o c) U d m W � T__i m r- Q 0 0 0 � Ln � �00 Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 Y (� La U O La 00 CD J 0) Z CL J a J = Q F- m 00 V / Z = p 0 a -to :2 N W yT:1��B C502 SCALE: NTS SCALE: NTS SE 1/4, SE 1/4, SECTION 31, TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M. O 4m�lhl I ASPHALT CONCRETE WEARING COURSE HMA CLASS 1/2" PG 64-22 (WSDOT STD SPEC 5-04.1) CRUSHED SURFACING BASE COURSE (WSDOT p°o STD SPEC 9-03.9(3)) O° o� O° o� O° o� O OO O° O OO O° O OO O° O O O O°o DO O°o DO O°o DO O°o DO 000 00 000 00 000 00 coo 00 III —III -I I I —III —III —III —III- -I I -I I -III -I - IIm 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 in CONCRETE SUPPORT SLAB CONCRETE SLAB PLAN SCALE: 1/4" = V-0" ENGINEERING 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 o 6„ ASPHALT PAVING PER PLAN u .I WIDTH PER PLAN ASPHALT e TYP =I I II I I I I I CONVEYANCE I " WALKWAY DITCH PER PLAN , 15a� EXISTING GU jL III l I I=11' - I=1 I �__ MIN GRADE c _ m �� og SPAS$ 2" my �N - _ (2)#SBOTTOM =III„� `�I ------ ------ a0 • ti #4 @ 12 OC EA WAY, -III C L R 1' _ 6" 1 -III-" TOP AND BOT. HOOK #4 I 12 OC AROUND TOP BARS AT PERIMETER PERIMETER d' Is �o 12" s`SIONAL SUBGRADE PREPARATION PER SPECS 12 06/01/24 RESTROOM SUPPORT SLAB SECTION SCALE: 1/2" = V-0" PATH IMPROVEMENT SECTION SCALE: 1" = 5' B L D2024-XXXX APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION J Q F- F- m cn crf J z Q Q � � m z 0 � O co Ln W ui W Lu o c) U a m M � � W I- � m I- 0 0 0 � � Ln 0 0 Y Q DESIGN: JCO DRAWN: ATD CHECK: JPU JOB NO: 23072.001 DATE: 10/27/23 Y (� � W C (o O � U w 00 CD J Z CL J a J = Q F- m 00 V / Z = p O ago N W v I Q F_ �.d 0 F_ Z W m W O W � w C503