Loading...
REV1 APPROVED ENG STM PLN RESUB 2+BLD2019-1025+LOT A SITE PLAN+10.14.2022*-19.1%o CENTERLINE SLOPE APPROVED VIA WAIVER DURING SHORT PLAT REVIEW/APPROVAL ----------- y: i"" _111"� Q0 r-- I-r- UTILITY - CONDUIT 1 -- --- GAS - 2" PVC -� ELEC - 3" PVC r ( PHONE - 2" PVC I I T. V. - 2" PVC 1-4" WATER SERVICE ' CONNECTION FOR LOT B. CONTRACTOR TO INSTALL I. SERVICE LINE WITH TRACER i WIRE. ' I cAS j N METER PHON,F d� iTV� BOX �ELEC. �. METER- 1 I I i 0 10 20 I I"" HORIZONTAL SCALE ' I-UU I INV AND WALL DRAIN DISCHARGE �LOCATION LABELED. 9Sg�' All / ADDED DESIGN ELEVATION AND PIPE \ INFORMATION TO ROOF INFILTRATION TRENCH DRAINAGE GEOTEXTILE (MIRAFI 140N OR EQUAL) (TOP & SIDES ONLY) 12" PERF. PVC © 0.00q SEASONAL HIGH GROUND- WA TER PGIS INFILTRATION TRENCH DETAIL NOT TO SCALE (SEE SHORT PLAT PLANS FOR DETAILS) SYSTEM FG=268-270 - VARIES TOP=266.0 - 0. 5, IE= 265.0 - 3.0 80TT= 262.0 - SEASONAL HIGH GROUND- WA TER 1-112 INCH WASHED ROCK DRAINA GE GEO TEXTILE (MIRAFI 14ON OR EQUAL) (TOP & SIDES ONL Y) 6" PERF. P VC ® 0. 009 ROOF INFILTRATION TRENCH DETAIL NOT TO SCALE (TO BE INSTALLED AT TIME OF BUILDING PERMIT) 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) 2018 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS- BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800424-5555) 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. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 16. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 17. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 19. 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. 20. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON- SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5%" SLOPE FOR A MINIMUM DISTANCE OF 10 FEET OR AS RECOMMENDED BY THE PROJECT GEOTECH. 25. 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. 26. 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. 27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 28. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 29. 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. 30. 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. 31. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 32. 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. 33. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. NOTES 1. UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTEND OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN NONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WITH OVERLAY IS REQUIRED. 2. 10' MINIMUM SEPARATION BETWEEN WATER AND SEWER MAINS AND/OR SERVICES. 3. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR, NOT THE CITY OF EDMONDS. 4. FOR ANY CLEAN -OUT LOCATED WITHIN A PAVED AREA A 12" CAST IRON LAMPHOLE COVER WITH 2" HEXBOLTS SHALL ALSO BE INSTALLED. PVC TO BE SDR 35 OR BETTER FOR ALL SEWER SERVICE LINES. 5. REFER TO RECORDED SHORT PLAT FOR ALL LOT DIMENSIONS AND EASEMENTS. IMPERVIOUS SURFACE CALCULATIONS: RESIDENCE 1,937 SF WALKWAY 85 SF PORCH 9 SF DRIVEWAY 330 SF TOTAL IMP. 2,361 SF NOTE: THE DRAINAGE SYSTEM DESIGNED FOR THIS SHORT PLAT ALLOWS UP TO 3,000 SF OF IMPERVIOUS SURFACES TO BE CONSTRUCTED ON LOT A, (EXCLUDING THE CALL 48 HOURS SHARED ACCESS WITHIN THE EASEMENT). BEFORE YOU DIG STRUCTURAL LOT COVERAGE: 811 PROJ. NO. DSN. BY: RESIDENCE 1,198 SF 16-0915 JMS GARAGE 624 SF PORCH 9 SF DATE: 7/20i18 TOTAL 1,831 SF (14%) r777-- LOT AREA 13,618 SF 1 =20' IF L47 rml MY ®R 55 rm Ov�-TO F 0 0 z T. ■ ■ o o W MO W 0 N Q 00 -ff O � N ui L6 F- d' .4 W W 4- ►- W ti W N z F_ 00 W Z 'IT 0 W H 0 U Z W < O Z 0 0 Z IX ti 0 N a - DRAWING NO. PERMIT #: BLD2018-1030 1 OF 1 CB INLET PROTECTION (TYP.) "A ., "" PER STD. DET. E1.3 SEE SHEET 3.� . r `"" CC)NTRATd7R' TO PROTECT v Z CONTRACTOR TO .INSTALL OJ F S1fiE, TREES-O"TFjFu STBILIZED CQN�TRUCTION � MAXIMUM EXTE ��l�� _. ` v , ENTRANCE" PER STD. - _.___. ,_ DET-" E1.2, AS NEEDED;, .. , _....-SEE SHEET 3. x o r STD. DET. E1.1, / 4, o U. SEE NOTE � ;A — — 1 4 TOC;K, .PILE �E v 5-10' , TEfvI P �` �� F , w r' .. =" -F�OTL t AS HALT APRON ,', ; S �E MATERIA T-1 ^+. w LS r. --STOCK PILE N • I ,,. AREA a s r' d i r a , C OMITS OF CLE RI>N r _._. K 0R r " y, BAR Rl,Y µ- E FEN � __ .. / \ .,P.I��W DE "A� D I T�Iik r _.,_.. E F . . 4 . 0�'A,NG- Ef��IN � Ak��U�Q�__ � W..._ � r r X,.. „TUAL D fPL1N lO FREEST IN.G -AREA s ► x: TO BE 'SAVED PN.0 WFf k�D U.l i°NG if �1�J` , t \ , .. �..... r / y r E t / e n' xv>_ g \ - F> E - INE N TJ ,v P T �. V EfiAT10. > 411 TREE TO REMAIN M m / 'z \ ZV' 2' x 2' FOOD STREEL qlLTEl TO 2 RC NATWE SACKFILL MATERIAL IAL FILTER FABRIC TERfAi IN CONIMMO S ROLLS USE STAPLES ON 'SIRE LINOS TO A T H FABRVC TO WINE 2' x ", AIGODI TEEL POSTS VARE MESH FENCE TO SUPPwol CILTER FABRIC III Y BOTTOM OF ROTA M TERAI, ' TO 2" ' IAA yT 1, S,HA(_ MAMTA144AND ENSURE PEN EROSION CONTROL T RDR3:4VPROJECT, CITY INSPECTION E T REQUIRED ON . 2, SILT I L.PL TO BE PLACED DONSLOEE OF CONSIE:TIOI EROSION CONTROL METHODS , AC:TNITY, BEFORE OTHER' ,. .WORK CAN BEGIN FILTER FABRIC FENCE REVISION DATE JMLIARY 1 CITY OF EDMONDS `FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT E t. AR OAPPROVED. MVO R. ENOLISH MIN RADIUS QUARRY SPALLS 2 4" MIN DIA 12" MIN O v MIN PROVIDE FILIUL wl, "IIL OF W-GRESS/fiWESSS THE M941MUM LENGTH SMALL BE EXTENDED AS NECE: ,AE Y TO ENSUE I ATMAL IS NW TRACKED k ' SITE AND/OR INTO THE PUBLIC RIGNI-OF-WRf, AT.ATS 0 leEW P ANO/OR SITE ACCESS, ROAD 1 ' WIDE MIN, SEE TABLE BELOW FOR MEOWREO LE NGIK 1, SURFACE WATER - ALL SURFACE WATER PLOWING C OR WVERTED TOWARD CONSTRUCTION ENTRANCES FAAL L BE PIPED` ACROSS THE ENTRANCE, ;' PWINO IS IMPRACTVkL, A MCMUNTABLE SERU WITH 5A SLOPES WILL BE PERMITTED, 2, AbhoINTENANCE — THE ENTRANCE SKALL BE MAINTAINED 'IN A CONDITION WHICH L_PREVENT TRACKING OR Of SELVANT OFF SffE AND/OR ONTO PUBLIC MG T- '-WAY. I -MS I AY REWIRE PERIODIC TOP DRES&INGi e�I ADDITIONAL WARRY SPALLS AS I,ONOITIONS DEAAAND AND REPAIR AND/OR CLEWUT Of ANY MEA AES USED TO IRAP SFOtkfV4T. Ail, SEOINIE ED, DROPPED, WASHED ON TRACKED OFF SJTE AND/ORO1 0 Puai IO RIGHT-OF-WAY MUS7 E REWVFD 4MMEVATELY. 3. WHEi $ $HALL BE CLEANED TO REMO,,fE SEDIMENT PRIOR TO LEkANG 3, THE SrE,, WHEN WASHIND IS jpSED, II" S114ALI.. BE DONE ON AN AREA STABILIZED WITH Q`UARRY SPALILS AND II IIOI«i DRAINS INTOAN APPRCVED SED04FW1 T P,, v 10-E l INSPECTION AND NEEDED MAINTENANCE SIl I. OE PROVIDED AI IER' EA0 i RAIN, PRO ECT I,I N LE NCIIIi OF (FEET) *PROWDE AMOR ASPHALT SI zrt, OUARR ` SPALLS* T TION WHERE FRONTAGE t /4' ACRE 30 ROAD IS AN ARTERIAL- LDNOTH, TO ME DETERMINED 1 ACRE CRY INSPel-CrOR, CITY INSPECTIONREQUIRED ON too ALL EROSION CONTROL METHODS 00 BEFORE OTHER WORK CAN DEQN REVISION DATE STABILIZED T T NY zote CITY OF O TN PUBLIC WORKS K TAN AR PA TMENT DETAIL S I j; `" W411LOVED BY, N. ENGLISH E - CAICLI BA;N m STORM DRAINAGE INLET PROTECTION NOTE: CONSTRUCTION SEQUENCE NOTES FILTER SOCKS TO BE ADDED IN CATCH BASINS LOCATED WITHIN 1• SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO THE R.O.W DOWNSTREAM FROM CONSTRUCTION SITE AND AS DAY (48 HR) NOTICE IS REQUIRED. NEEDED PER' E1.3. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL Z NOTES. O SILT FENCE NOTE: a CONTRACTOR TO INSTALL SILT FENCING WHERE NECESSARY 3. CALL FOR UTILITY LOCATES. ALONG PERIMETER IF VEGETATIVE BUFFER DOES NOT PROVIDE ADEQUATE PROTECTION. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL W WHILE PREVENTING DISTURBANCE OF ANY AREAS OF o VEGETATIONOUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY TOPSOIL STOCKPILE NOTE: OF EDMONDS CITY ENGINEERING INSPECTOR. ALL STOCKPILES ARE TO BE COVERED W/ TEMPORARY SEDIMENTATION AND EROSION CONTROL Ill PLASTIC SHEETING WITHIN 24 HOURS. MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO p 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. 7. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 8. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 9. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 10. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. ILTEM ; SOCK WITH IVER FLOW DOLES - CATCH SAS tN I CONT OR/OE ELO N skAL,. mmI, IAIN lKS' L I°ION At AL TIMES EILININI: CONSTRUCTION EFV 2. ANY SEDIMENT 1114' CATCH SAS N FIB#, SKALL LE REMOVED 0HEN INSEW IS ONE-IffiRD FULL, 10TY INSPECTION RM-JN ON ALL DROSION CDNMOL MMIODS BEFORE OIN wONf< CAN accot. CALL 48 HOURS BEFORE YOU DIG 811 SITE TESC NOTES 1. 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. 2. ALL DISTURBED SOILS TO BE LANDSCAPED OR SEEDED WILL BE COMPOST AMENDED PER BMP T5.13 PRIOR TO FINAL STABILIZATION. GRADING QUANTITIES: CUT = 500 C.Y. FILL = 250 C.Y. GRADING QUANTITIES ESTIMATED BASED ON CURRENT SITE INFORMATION & ASSUMED EXCAVATIONS NECESSARY FOR PROPOSED IMPROVEMENTS. 19 0 U O U) C) W �� ® � o `\ O Q W n r� VJ 0 r--, N Q�d00�� o) O rn N N N WW 4- I, W 0 W N LM c a Z W N � O Z"_ W Z 'I 0 QLW U Z cZo G w ® W O F-- 0 o_ o U ~ � o N LI.,I U Il PROJ- NO, DSN. BY: APPROVED FOR CONSTRUCTION 16-0915 1 ims CITY OF EDMONDS DATE: 7/20/18 DATE: SCALE: 1 to =20' DRAWING NO. BY: 1 CITY ENGINEERING DIVISION ° OF SUBDIVISION FILE if: PLN20120021