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APPROVED STM ENG PLN RESUB2 BLD2023-1599+CIVIL_Plan+6.14.2024_11.55.27_AM+4323597SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM PROJECT DESCRIPTION SUBDIVIDED BUILDING LOT. NEW HOME TO BE BUILT ON SIT AS SHOWN WITH NO ACCESSORY BUILDINGS. LEGAL DESCRIPTION PER ALTA COMMITMENT FOR TITLE INSURANCE BY CHICAG TITLE CO., COMMITMENT NUMBER 500143953. LOTS 1 & 2. THE CITY OF EDMONDS SHORT PLAT NO. PLN2017-0057 RECORDED UNDER AUDITOR'S FILE NO. 202305035001 IN THE RECORDS OF SNOHOMISH COUNTY BEING A PORTION OF LOT 1., MEADOWDALE SOUND VIEW TRACTS, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, PAGE 51, RECORDS OF SNOHOMISH COUNTY, AUDITOR DESCRIBED AS FOLLOW: SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON TYP. TYPICAL EL. ELEVATION U.N.O. UNLESS NOTED OTHERWISE W W w FOUND REBAR NO CAP x RPOP. ORANGE BARRIER/TREE PROTECTION FENCING (TYP) SEE DETAIL ER-900 ON SHEET 2 PROP. STOCKPILE AREA. SEE NOTE 5 SHEET 3 HEIGHT CALC. RECTANGLE TBM 2 ELEV=39 .74' #101 LEGEND ® MAILBOX ® FOUND MONUMENT AS NOTED WIC FIRE HYDRANT _U__ SIGN FOUND SURVEY MARKER AS NOTED 0 SEWER MANHOLE O GATE POST ❑® STORM DRAIN CLEAN OUT 0 SEWER CLEAN OUT FIR TREE (SIZE NOTED) CATCH BASIN T-1 GV D4 GAS VALVE CEDAR TREE (SIZE NOTED) Q CATCH BASIN T-2 IS] GAS METER 0 DECIDUOUS/NUT TREE (SIZE NOTED) WATER VALVE ® POWER METER 0 CHERRY/FRUIT TREE (SIZE NOTED) ® WATER METER UTILITY POLE REDWOOD TREE (SIZE NOTED) I UTILITY POLE MOUNTED LIGHT f"� MAPLE TREE (SIZE NOTED) ® COMMUNICATIONS RISER MAGNOLIA TREE (SIZE NOTED) DOGWOOD TREE (SIZE NOTED) BIRCH TREE (SIZE NOTED) SS SS �- SS SS SS SS 33'-0, - W w T- T A T - T W W -- w-� DRAWING INDEX PAVEMENT 1. SITE PLAN/DRAINAGE & UTILITY PLAN 2. TESC NOTES AND DETAILS GRAVEL 3. TESC NOTES AND DETAILS CONT. 4. TREE REPLACEMENT PLAN. CONCRETE ROCKERY CODE COMPLIANCE VERTICAL BOARD FENCE 2018 INTERNATIONAL RESIDENTIAL CODE 2018 INTERNATIONAL MECHANICAL CODE FENCE LINE 2018 UNIFORM PLUMBING CODE 2018 INTERNATIONAL FIRE CODE SS SS SEWER LINE 2018 INTERNATIONAL ELECTRICAL CODE 2018 WASHINGTON STATE ENERGY CODE W STATEWIDE SD SD STORM DRAIN LINE AMENDMENTS W W WATER LINE UTILITY PURVEYOR P P UNDERGROUND POWER SEWER: CITY OF EDMONDS 425-771-0235 WATER: CITY OF EDMONDS 425-771-0235 oHP OVERHEAD UTILITIES POWER: SNOHOMISH COUNTY 425-670-3214 GAS: PUGET SOUND ENERGY 1-888-321-7779 UNDERGROUND COMMUNICATIONS CABLE: COMCAST 425-263-5328 ZIPLY 425-949-0230 G GAS LINE WA $;� V _ WATER METER T BE SIZED s ss Ss ssT�qz_- SS ss� 1" WATER M TER I o `- D4 = T T r w W \ �SD SD SD SD� #102 T � T x W W W w w - w T - T � N87°53' 0"W 309.98' T -# 103 T I•!] # 104 T * I 110.35' s CUSTOMER TO REMOVE BUSHES �* T '�` ) ADJACENT TO POLE. * * FOUND REBAR I * -0HP SO * & CAP "PCS >k C- LS 37536" SD -I SD- ��- - D__ SDI p P I UTLT CUITI Y POLEWN LINES SD SD--®--�- SD- S / OPOSED 5o I N = SDI SD- SD I 4 "-DRYWELL SEE `" EXISTING SS - SD SD E IL1, SHEET 3,/ S i PUD TO INTER EPT XISTING UG SDI SD I STUB So PRI AND ROUT TO EW P R I S sD D SD sD `^ AND CONDUIT ROM J-BOX TO a SD s o A I EX STING RISER ON LE o \\ I 25' BSBL ,,�� SO_ FOOTING DRAINS �._-.--•' _ oco r ________________ I SD'B RIM=395 2' 7-7 / I \ FOOTING RAIN IE 393.12' (8"TVC 1W) ADD C \ 4 TO DRYv�E L o SILT SOCK PER EDM DS DETAIL TBM 1 I \ - I TER ER 902 SHEET 2 OF 4 (TYP) ELEV-396.82' SS 0 IM-394. 1 WA o - - OOTIING DRAINS/ ' C R \ PROPOSED NEW w/LOCK'G 12" I / o USE AS DATUM; L. = 100.00' RESIDENCE LAMPHOLE C S 1" \ W 2 HEXBOLTS TYR.0 ' SE OND 407.67 O I . � •��.... �..r°.::•4" PVC SEWEF CONNECTIO TO -' O� I FIRST 397'00 EXISTING STUB 5'+- C5 o .•°. SEWER CLEANOUT _ JI L /I J 00 m I REAR YARD EL. 39�.0 o� -_________ ___________ o 369.83' - - - - F I IXI IXI I COVER IIOUTDOOR II LIVING I PROP. CLEANOUT AND OOF DRAIN (TYP. ) .: = PROP. CLEANOUT AN ROOF 11 DRAIN (TYP.) SDC RIM=395.7' "•III 1-003 =393.87'(4" PVC N °TREE TO BE ;.il ; °a OLID LID -SEE E -90 ON S EET `n _ REMOVED it m a (.) S •< • i4 0 OF 2TYP w #4 \ ---- EOI PE ME LE CONC. �� - - -� o N DR/E WALKWAY; Cn WATER SP CI L INSPECTION = I+ OF S BG AIDE REQ. p PR R T U, -=--------- - - _ _ _ _ _= ALLA ION OF cn PE EAB E MAINTAIN MIN. 3 a DRI EWA SEPARATION I. a `� o BETWEEN IN�EEINCE w _ UNDERGR UND UTILITIES � J ! SEVIE 0 0 Q KIQLG STALL �r� RE!S'16EN ARM RED�DRIVEWAY. PRIOR TO INSTALLING Ld - - I PERIF EA E PAVING ALL WOR IS SUBJECT ro' `� I. ;i 1T TO ECI L INSPECTION PER HHIGHEST RIDG © II 6- i., J i ,� STAME OF SPECIAL INSP CTION NOTED +/-123.14 (EL.=419.95') J ' w L` L`'/IINTESIDENCE i I , AS CO ITION ON THE BUILDING PERMIT PARK1i�G ALL ° j° i AND OR `III-IE APPROVED PLANS. INSPECTION I , . i I TO B PE FORMED BY SPECI L INSPECTOR \FOOTING DRAINS; 10' BSBL #3 � #2 TREE TO BE TREE TO BE PROTECTED REMOVED DUE \ TO POOR 3' -1 B RIER/TREE P OTECTION F CING TYP) SEE TAIL ER-900 SHEET 2 54'-11 OWNER/CONTRACTOR IS RESPONSIBLE FOR OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING EROSION CONTROL AND DRAINAGE ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. -r` FROM EAR H SOLUTIONS NW, LC. PP o N I AS _ ROOF DRAINS 0 GA TE P. P LE T B N EV PARKING IN / GARAGE WITH #1 aO�� INTALLqu - I_LEVEL II � I o � o RECEPTACLE #1 5 U) �4,- ,I, li, P 1. P U Lo Cn A SFORMER TREE TO BE IREMOVED o 7 » PER PO R U) o COMPAN z W FOUND REBAR & CAP CL "GROUP 4 LS 0 2.7 304050" / o Cn Q � Io� o a_ � 0 s o � 0 CL o I� Cn 20 0 o_ 0 2 I o o� I Cn Cn ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. INSPECTION REQUIRED PRIOR TO BACK FILL REFER ALSO TO: STORM DRAINAGE REPORT PREPARED BY LUCAS CONRAD KRAGT ENGINEER, DATED 11/27/2023 AND APPROVED 3/13/2024. SPECIAL INSPECTION AGREEMENT (PERVIOUS PAVEMENT AND PERVIOUS PAVEMENT SUBGRADE) PLN2017-0057 - SHORT PLAT PERMIT ENG2024-0290 - SIDE SEWER PERMIT ENG2024-0289 - WATER METER APPROVED BY PLANNING Jun 17 2024 I Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. ENGINEERING DIVISION APPROVED AS NOTED MI J#kAt ..,mt 07/15/2024 VV PLAN 10 0 SCALE: 1" = 10' 20 SITE DATA DATE: 06-06-24 ZONING: RS-12 PROPERTY OWNER: Signature Homes by Village Life LLC PLAN NUMBER: 3874-12B PARCEL NUMBER: 005136000000100 ADDRESS: 176064 - 72nd. Ave. W. Edmonds, WA 98026 LOT AREA: 12,527+/- S.F. (0.29 Acres) OCCUPANCY CLASS: R-3/U-1 OCCUPANCY SEPARATION: GARAGE FROM DWELLING PER IRC R302.6 CONSTRUCTION TYPE: TYPE V NON -RATED LOT COVERAGE CALCULATIONS LOT AREA (SF): 12,527 SF HOUSE FIRST FLOOR: 1,801 SF GARAGE: 594 SF COVERED AREAS: 386 SF TOTAL: 2,781 SF PERCENTAGE: 22.20% IMPERVIOUS CALCULATIONS LOT AREA (SF): 12,527 SF HOUSE FOOTPRINT: 2,781 SF EXPOSED TERRACE: N/A SF FRONT WALK: (PERVIOUS) 0 SF DRIVEWAY: (PERVIOUS) 0 SF TOTAL: 2,781 SF PERCENTAGE: 22.20% HOUSE SQUARE FOOTAGES MAIN FLOOR: 1,801 SF UPPER FLOOR: 2.073 SF TOTAL HEATED FLOOR AREA 3,874 SF GARAGE AREA: 594 SF BUILDING HEIGHT CALCULATIONS WALL SEGMENT A: 98.68' B: 100.18' C: 98.68' D: 96.68' TOTAL=394.22' / 4 = 98.55' AVERAGE EXISTING GRADE HIGHEST RIDGE = LE. 123.14' (ACTUAL) MAX. HEIGHT = 98.55'+25'= EL. 123.55' NOTES 1. ALL UTILITIES SERVING THE SITE TO BE PER CITY OF EDMONDS CODES & REQUIREMENTS AS PER ECDC 18.05: UNDERGROUND WIRING REQUIREMENTS SHALL BE FOLLOWED. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND. 2. THE ADDRESS IS TO BE PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 3. THE BUILDING POSITIONED PARALLEL TO THE SOUTH PROPERTY LINE. REFER TO DIMENSIONS SHOWN FOR HOUSE POSITIONING. 4. EXTERIOR LIGHTING SHALL BE SHIELDED AND DIRECTED AWAY FROM RESIDENTIALLY ZONED LOTS. THE DIRECTOR MAY REQUIRE THAT THE INTENSITY OF ILLUMINATION BE LIMITED AND THAT THE LOCATION OF THE LIGHTING BE CHANGED. 5. HOUSE, DECK AND PERMEABLE CONCRETE TO BE COMPLETED DURING BUILDING PERMIT PHASE. ALSO SEE DETAIL SD-622 ON SHEET 2 OF 2. 6. FOOTING DRAINS NOT TO BE TIED INTO DETENTION SYSTEM. 7. ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2019 SWMMWW BMP T.5.13. 8. ACCEPTABLE TIGHTLINE MATERIAL; SDR 35, SCH 40, N-12 AND F810 HANCOR. 9. INSPECTION REQUIRED PRIOR TO BACKFILL. 10. FILTER SOCKS TO BE ADDED TO ANY CATCH BASINS DOWNSTREAM FROM SITE PER DETAIL SD-642. 11. ORANGE PROTECTIVE BARRIER FENCING SHALL BE PLACED AROUND AREAS PROPOSED FOR LOW IMPACT DEVELOPMENT TECHNIQUES. SUCH AS PERVIOUS PAVEMENT, RAIN GARDENS, INFILTRATION SYSTEMS, ETC., TO PROTECT THE AREA FROM COMPACTION. 12. 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. 13. SEE SHEET 4 OF 4 FOR TREE TABLES. 14. 1" WATER METER ON 176 ST. SW SIDE AS SHOWN WITH 12" SCHEDULE 40 WATER LINE FROM METER TO HOUSE WITH TRACER WIRE INSTALLED ON WATER SERVICE LINE -FIRE SPRINKLERS REQ. 15. 10' MIN. HORIZONTAL SEPARATION BETWEEN THE WATER AND SEWER LINES. 16. 3' MIN. HORIZONTAL SEPARATION BETWEEN THE WATER SERVICE AND DRY UTILITIES W/1'-O" VERTICAL SEPARATION BETWEEN DRY UTILITIES (IE: POWER, PHONE, GAS, CABLE, ETC.) COMPLIES WITH APPLICABLE CITY STORMWATER CODE I 07/17/2024 I RESUB Jun 17 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT i.. 6 ' 1c*5 0 OS [n ✓L VL V LaJ- I %J iJ CJ GENERAL CONSTRUCTION NOTES: 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STADARD 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) -2023 CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR RIAD, BRIDGE AND MUNICIPAL CONSTRUCTION -WASHINGTON STATE DEPARTMENT OF ECOLOGY STORM WATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2019 DOE MANUAL) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESES DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED. 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 McNAUGHTON ASSOCIATES, INC. 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 TO 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 MY 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. DESIGNER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. DESIGNER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATIONS 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 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 SHEET 1 FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR DOWNSPOUT LOCATIONS. 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 REQUITED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE CIVIL 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 DRYWELL LOCATED IN THE NE CORNER OF THE SITE. 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 OVWSD A COPY OF THE BACKFLOW TEST REPORT. 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 PRCONSTRUCTION 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 ON SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL 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 A 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 MARSHALL. CONTRACTOR SHALL NOTIFY OVWSD AND SOUTH COUNTY FIRE DISTRICT. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH THE ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. CONTRACTOR SHALL SPECIFICALLY NOTIFY OVWSD AND SOUTH COUNTY FIRE DISTRICT. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACK FILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS IN AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE ETHAFOAM 200 FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITH 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 SUBMITT5ALS SHALL BE PROVIDED TO THE CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. _LS 4 TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: itJ THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O2 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 `St. * 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 CITY OF EDMONDS ENTRANCE CONSTRUCTION ENTRANCE PUBLIC WORK DEPARTMENT APPROVED BY: R. ENGLISH 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL N 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, WIRE MESH FENCE TO SUPPORT FILTER FABRIC BURY BOTTOM OF FILTER MATERIAL 8" TO 12" 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. `St 18y'.' CITY OF EDMONDS PUBLIC WORKS DEPARTMENT REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-901 CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-900 4" (MIN) 6" (MIN) 6" (MIN) 1 ' (MIN) ABOVE SEASONAL HIGH GROUNDWATER TABLE OR HYDRAULICALLY RESTRICTIVE LAYER GENERAL NOTES: PERVIOUS CONCRETE, SEE NOTE 1 PERMEABLE BALLAST, SEE NOTES 2 & 3 RUNOFF TREATMENT LAYER (IF REQUIRED PER EDMONDS STORMWATER CODE), SEE NOTE 4 SUBGRADE, SEE NOTE 5 1. REFER TO THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 1 1) AND INFEASIBILITY REQUIREMENTS. 2. THE MINIMUM THICKNESS SHOWN ABOVE MAY NOT BE SUFFICIENT FOR ALL APPLICATIONS. A PROJECT SPECIFIC PAVEMENT DESIGN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN CIVIL ENGINEERING TO: 2.1. SUPPORT THE ANTICIPATED LOADING (E.G. PAVEMENT DESIGN LIFE, INITIAL AND TERMINAL SERVICEABILITY, RELIABILITY, ETC.) AND 2.2. TO SATISFY THE HYDROLOGIC REQUIREMENTS OF THE CITY OF EDMONDS STORMWATER CODE (I.E., CODE MAY WARRANT A THICKER PAVEMENT SECTION THAN THE MINIMUM STRUCTURAL SECTION REQUIRED). 3. FOR SUBGRADE SLOPES 3% OR GREATER, SUBSURFACE CHECK DAMS OR OTHER METHODS TO PROMOTE SUBSURFACE PONDING ARE REQUIRED (SEE SD-627). 4. GEOTEXTILE SHALL NOT BE USED IN PAVEMENT SECTION UNLESS REQUIRED BY GEOTECHNICAL ENGINEER. IF REQUIRED, GEOTEXTILE SHALL CONFORM TO WSDOT 9.33.2(1) GEOTEXTILE FOR SEPARATION, WOVEN TYPE. 5. REFER TO WSDOT LOCAL AGENCY GSPs DIVISIONS 2-9 FOR APWA GSPs. NOTES: 1. PERVIOUS CONCRETE SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5-06SA. 2. SURFACE SLOPE SHALL BE BETWEEN 0.5% AND 6%. 3. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1. 4. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. 5. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2022 CITY OF EDMONDS STORMWATER ADDENDUM. 6. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. .St, 18yv S t . 18y" CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CITY OF EDMONDS PUBLIC WORKS DEPARTMENT TYPICAL PERVIOUS CONCRETE PAVEMENT APPROVED BY: R. ENGLISH CATCH BASIN REVISION DATE APRIL 2023 STANDARD D ETAI L SD-622 FILTER SOCK WITH OVER FLOW HOLES (TYP) NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-902 E in 17: CITY OF EDI UB ?024 1ONDS SERVICE ENT J W u z w 0 un (n i 0 0 Q N 0 I 00 u E Q) Q 0 N ENGINEERED BY: Malsam-Tsang Engineer'g Job No.: 0186.2023.01.02 2018 International Residential Code w uj w U Z uj cV) >o ii op > '2 UT i2otLEE _= Z O F J J Z to U p z w,nH0 00 J F�=Op0 a F mpZ p w(n W mJw z O--aVFw> �OFR WJa=wa�wa � upZooawwo U=wQQ 00 U pii OU w"-=x w u�a'wZ UFOO_Jp�i� O F ""pQU F'" 7mF w J �2 Z 2w U= �wz�Ow z<_2u= wpp6OOop w0 Qwm T p ••.-i U7 QYF W o2E nna Jbv'zrg.cnl- FQo zz ',w <0om _� 0Zzm�� w1z0wu =o� <zOZZCC= zop=�vi zrjOO��J �UJ���O�F > W w-<zw�Npro�� oaZc��cnaU mpU 0�w6�¢o..z O Ln =W -MzFz aOwg�ZpUnaw,�¢Z OFZFgo*p0¢nwr�ao~ ZRZ¢www< w C=7 a W U a� O N p¢ w J Z) O > _ w U w= L 0 W W W J~ Z wom�awo =-oO_ .3-M02: ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 I2023 ©COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) DETAILS JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: 2 OF 5 CONSTRUCTION SEQUENCE NOTES: 1. SCHEDULE PRE -CON THROUGH MYBUILDINGPERMIT.COM AND EMAIL ENGINEERINGPERMITS@EDMONDSWA.GOV 2 DAYS IN ADVANCE OF DATE REQUESTED. 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 VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSIONS AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6. DEMOLISH ALL STRUCTURES. 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. COMPOST AMEND AND REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATLEY AFTER ROUGH GRADING. OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW. 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PER CITY OF EDMONDS STANDARD DETAIL SD-642 PRIOR TO REVEGETATION OF ENTIRE SITE. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 12. INFILTRATION TRENCH BMP SHALL NOT BE MADE OPERATIONAL UNTIL ALL EROSION -CAUSING PROJECT IMPROVEMENTS ARE ARE COMPLETED AND ALL EXPOSED GROUND SURFACES ARE STABILIZED. NOTES: 1. ROOF RUN OFF SHALL CONNECT TO TIGHTLINES AND CONNECT DIRECTLY TO THE DETENTION PIPE SYSTEM. FOOTING DRAINS SHALL BE SEPARATE FROM THE GUTTER TIGHTLINES. 2. THE ROOF DRAIN TIGHTLINE AND FOOTING DRAINS SHALL NOT TIE TOGETHER AT THE HOME. CONNECTION SHALL BEAT LEAST 10 FEET AWAY FROM THE HOME. FOR FOOTING DRAINS, PERF PIPE ONLY AROUND HOUSE AND THEN SOLID PIPE FOR CONVEYANCE. 3. FINE GRADING AROUND THE PROPOSED STRUCTURES WILL BE PERFORMED TO ENSUE SLOPES ARE AWAY FROM THE PROP. DWELLING. 4. CATCH BASIN INLET PROTECTION SHALL BE ADDED TO ANY CATCH BASIN DIRECTLY DOWNSTREAM AND ADJACENT TO THIS SITE. 5. TEMPORARY STOCKPILE AREA SHALL BE COVERED WITHIN 24 HOURS. 6. ALL DISTURBED SOILS WILL BE COMPOST AMENDED PER BMP T5.13. 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. INSTALL 14 GA. VINYL COATED TRACER WIRE ( TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND PROPOSED HOME. 9. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND SEWER IS 10'. 10. MINIMUM HORIZONTAL SEPARATION BETWEEN WATER AND STORM LINES IS 5'. 11. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR, NOT THE CITY OF EDMONDS; HOWEVER; HOWEVER, DEVIATION MAY BE APPROVED IN WRITING BY THE CITY OF EDMONDS. 12. SIDE SEWER SHALL BE INSTALLED PER OLYMPIC VIEW STANDARDS, INCLUDING SIDE SEWER PERMIT REQUIRED. 13. MIN. 2' COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVABLE SURFACE AND V MIN. COVER UNDER LANDSCAPE AREAS. 14. THE 6" SSCO AT THE PROPERTY LINE SHALL HAVE A 12" CAST IRON LAMPHOLE COVER WITH 2" HEXBOLTS AND A PICK HOLE. 15. ANY EXISTING FRONTAGE IMPROVEMENTS STARTING TO FAIL, SHOW DAMAGE OR ARE NON-ADA COMPLIANT SHALL BE REMOVED AND REPLACED AS DETERMINEDD BY THE CITY ENGINEERING INSPECTOR. 16. THE DRIVEWAY APPROACH SHALL NOT EXCEED 24' IN WIDTH FOR A 2-CAR GARAGE AND A 30' WIDTH FOR A 3-CAR GARAGE. SIGNAGE NOTE: \THE CITY'S PUBLIC WORKS OPERATIONS AND MAINTENANCE DEPARTMENT IS TO FABRICATE FIRE/AID ADDRESS SIGN AND/OR STREET ADDRESS SIGN. THE CONTRACTOR/OWNER SHALL CONTACT THE ENGINEERING DIVISION BY EMAIL AT ENGINEERINGPERMITS@EDMONDSWA.GOV TWO WEEKS IN ADVANCE OF THE REQUESTED SIGN FABRICATION. A SIGN FABRICATION FEE WILL BE COLLECTED PRIOR TO PERMIT ISSUANCE. FIRE/AID ADDRESS SIGNS ARE $100 PER SIGN. OBSERVATION PIPE MARKING CENTER OF DRYWELL 48" DIA. (MIN.) DRYWELL 4" (MIN.) PERFORATED PVC UNDERDRAIN, PIPE ROOF CLEANOUT 4" (MIN.) PVC 5.0' MIN. F UU 1 INU UKAIN PIPE (TYP.) .... .....i 10MIN.- 5. 0' MIN. PROPERTY LINE/EASEMENT PLAN 4" (MIN.) PVC DRAIN PIPE PER WSDOT SPEC. 9-05.1(5), 1 % (MIN.) SLOPE TEST PLUG IN PLASTIC BOX MARKED "DRAIN"----\ CLEAN OU T-------\ 12" (MIN.) TOPSOIL z 0 CD 4-, 9 WASHED DRAIN ROCK, - SEE NOTE 2 UNCOMPACTED NATIVE MATERIAL, SARIFY 3" (MIN.) 1' (MIN.) ABOVE SEASONAL HIGH GROUNDWATER TABLE OR HYDRAULICALLY RESTRICTIVE LAYER PROFILE N.T.S. N.T.S. FOOTING DRAIN - 4" (MIN.) PERFORATED PVC UNDERDRAIN PIPE PER WSDOT SPEC. 9-05.1(6) -GEOTEXTILE, SEE NOTE 1 N OTES- BUILDING -12" (MIN.) GENERAL NOTES: 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 13) AND INFEASIBILITY REQUIREMENTS 2. MINIMUM COVER DEPTHS ASUME NO VEHICULAR LOADING. DESIGNER TO SPECIFY COVER DEPTHS IF VEHICULAR TRAFFIC ANTICIPATED. 1. PLACE GEOTEXTILE FABRIC ALONG WALLS AND TOP OF WASHED ROCK. GEOTEXTILE SHALL CONFORM TO WSDOT SPEC. 9-33.2(1), GEOTEXTILE FOR SEPARATION, NON -WOVEN TYPE. 2 WASHED DRAIN ROCK SHALL CONFORM TO WSDOT SPEC. 9-03.12(5), GRAVEL BACKFILL FOR DRYWELLS. 3. OBSERVATION WELL SHALL CONFORM TO WSDOT SPEC. 9-05.2(6), PERFORATED PVC UNDERDRAIN PIPE. FOOTING DRAIN CID FILTRATION DRYWE LL MECHANICAL PI EXTEND CLEANOUT 2" ABOV DESIGN PONDING ELEVATION OR PER PLAN 4" STREAMBED COBBLES PER WSDOT 9-03.1 1(2) DESIGN PONDING -\ ELEVATION L TIGHT 45' 1 T SOIL TI HT COUPLE UNDERDRAIN PIP , PER PLANS ASP HALT/ CONCRETE TRAFFIC RATE IRCULAR LOCKING AST VALVE BOX PER ANUFACTURER ECOMMENDATIONS, EE NOTES 1 AND 2 iv \--MECHA ICAL PLUG EXTENSION OR SOIL PIPE AS NECESSARY TO ACCOMMODATE O.D. C4F RISER PIPE CLEANOUT COVER IN PAVED AREA LAWN/ LANDSCAPE NDS PR SERIES VALVE BOX WITH LOCKING 6 (MIN) COVER, OR EQUAL. SEE NOTES 1 AND 2. 4" (MIN) g0o� C)O PLUG OR CONTINUED UNDER RAIN CRUSHED SURFACING CONN CTION TOP COURSE (CSTC) MECHA ICAL PLUG CLEANOUT PER WSDOT 9-03.9(3) (SHOWN WITHIN BIORETENTION FACILITY) CLEANOUT COVER IN LANDSCAPE AREA GENERAL NOTES: 1. CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE. 2. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 3. ALL FITTINGS SHALL BE SOIL TIGHT. 4. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF PONDING AREAS WHERE POSSIBLE. NOTES: 1. CLEANOUT COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "DRAIN CLEANOUT," "CLEANOUT," "CO," OR SIMILAR. 2. TRAFFIC RATED LID REQUIRED IN AREAS WITH VEHICULAR LOADING. "St 1fi16 N DATE CITY OF EDMONDS STORM DRAINAGE [DLECEMBER 2017 CLEANOUT PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D - 61 9 UNDISTURBED PLANTS (SEE NOTE 1) UNDISTURBED NATIVE VEGETATION DP1016- iIM::111111111iNIIIAl Y 1 UNDISTURBED TURF (LAWN) AREAS (SEE NOTE 1) PLANTING BEDS TURF (LAWN) AREAS 2" ORGANIC MULCH 3" OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 811) UNDISTURBED TURF/LAWN/LANDSCAPE .1.101R-101Ell ».m12Nr_rr012111111111Y•m GRASS: SEED OR SOD 1.75" OF COMPOST INCORPORATED INTO 6.25" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW L' T'"L2 'f =l • SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) {r 1' .T�I� (12" BELOW SOIL SURFACE) r _ OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE ,., /., /., SHALL BE FENCED AND EXISTING 2' ORGANIC �� �� ���� GRASS: SEED VEGETATION AND SOIL SHALL BE MULCH ���������/� 0" OR SOD PROTECTED FROM CONSTRUCTION I1=1I1=III-I 1=1I1=1I1=1II 1=1 1=1II=1 1-1Im 1=1 IMPACTS. 1 I -I 1-I I I -I I -1 I M I -I 1 1-I I -I 1-I 1=1 I 1=1 11=1 I I I I-1 I I -I 11-I 11-TI-1TI-1 11 1=1 11=T1=1TI=1 11=1 11=111 III -III -III -III -III - III - I III -III -III -III - III-III=III 2. TO MEASURE SETTLED DEPTH, 6 IMPORTED 11=III=III=III=III=III=ll lEiI I lEiI I JEI I JEJ I JEJ I IEI I 1= 6 IMPORTED WATER SOIL SUFFICIENTLY TO TOPSOIL MIX III -III -III -III Ell 11-III- II-III-III-111-III-III--I TOPSOIL MIX FULLY SATURATE WITHOUT 11=1 11=1 11=1 1=1 1=111=11 I 1=1 11=1 11=1 11=1 11=1 11=1 11 (COMPACTED ElII-III-III-III -III-III-I III -III -III -III -III -III -III (COMPACTED CAUSING EROSION. DEPTH) 11=III=III=III=III=III Ell II „ 1=III=III=III=III=III=III DEPTH) I11-UI-1II-111= III= IILI $ Illrlil-lil=.f I1-1I1-1I1E5 1 3. COMPOST SHALL MEET SPEC. - �� �_ �i - �� �I - REQUIREMENTS IN THE 2017 4 1= -II -II il= -II EDMONDS STORMWATER SUBSOIL IS I_ -1' ��- 1' SUBSOIL IS SCARIFIED 6" ��- = 1, Il ` 1= ,11 ADDENDUM (CHECKLIST 7). BELOW -', SCARIFIED 6' BELOW IMPORTED IMPORTED 4. COMPACTION OF TOPSOIL (WHERE TOPSOIL MIX y� REQUIRED) TO BE TO 85% (MAX) t 12 TOPSOIL MIX OF THE MAXIMUM DRY DENSITY OPTION 3 - IMPORT TOPSOIL I PER MODIFIED PROCTOR TEST (ASTM D1557). `St. 18y" REVISION DATE CITY OF EDMONDS POST CONSTRUCTION SOIL DECEMBER 2017 QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: S D - 6 42 ::. SEE COE STD DTL GU-410 o / / BEDDING MATERIAL (1-1/4" MINUS) 6" MINL /� / �/ / ,� CRUSHED SURFACE BASE COURSE / / / ,/ (SEE NOTE 2 BELOW) / z N 6" MIN FOUNDATION (IF REQUIRED) SEE NOTE 4 8" MIN 8" MIN EE NOTE NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 18" OR LESS FOR 6" AND SMALLER DIAMETER PIPE • 24" FOR 8" DIAMETER PIPE • 36" FOR 12" DIAMETER PIPE • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. '-St. JBL .- REVISION DATE CITY OF EDMONDS APRIL 2021 TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U - 4O O E UB In 17 CITY O O EDMONDS /ELOPM =NT SERVICE DEP RTMENT w u z w w cn / 0 N 0 I 00 Q) 0 Q N i a� J 0 0 / N 0 w i J w / ENGINEERED BY: Malsam-Tsang Engineer'g Job No.: 0186.2023.01.02 2018 International Residential Code w LL Z cLn >o U ii Op >'2 _ to U Z Ln W_HOwO �¢F�2U�0 =Fw Fm Swa0aop wvc_Fn WzFz_=-TwmJ a W 2<iTF0oOLg0WW>vw�=~ wa wWo0-wugowU 2 z¢�wZwV- O6 UQ=W¢-zu V=I- -2.OOKJZp� '-U., -�=,=WV= LuWOw =¢'nW�xW~ zl�W�= wW J- Ip.wiz¢ .M(pn0z=��M ozmoto=_0Hd vF�I WwnU=Oz Zzzcc z�00__�J ZiJPM,3:Wi w�OFOL: pM6600r cn¢ mzw�NpLn _ ��w� -EnzUO ¢�Ln m0 jcn¢ Coe v uw',EL" Fm�z= gv, 0a0zzu�'�¢ _ (n U Z p! ¢_< WrcF _azUogao�0 W zwxFOz FOz¢ a- = W W- ¢ f n W Z.+ W O D W� u a w U O N D¢ w U > _ w U w= U W S W W J~ Z wOm�QwO I=-�dQF=-aMO� ASSOCIATES McNAUGHTON 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 I2023 QC COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. L9 : 1 Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) DETAILS JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12/06/23 GARAGE FRONT SHEET: 3 OF 0 ENGINEERED BY: Malsam-Tsang Engineer'g Job No.: 0186.2023.01.02 2018 International Residential Code RESIDENCE 1 12'' CLEANOUT (MAX) (n'P) W Z Z W � o uj CLEANOUT CL W WITH 45' BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 2"f r FINISHED GRADE Z W w 0 uj 12" LOCKING COVER w CL 3 SEE NOTE 3 w o END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED aEQUAL) `WATER TIGHT CAP RISER LEVELING COLLAR 45' SEE NOTE 4 45' 12" PVC SLEEjANDL6" u'• 6" R 4" OR 6" SIDE SEWER ..._ � 6" WYE TY STUB GENERAL CLEANOUT DETAIL 45' BEN 4" OR 6" -� 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL 3 SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT ao W LEVELING COLLAR NOTES: a cw� SEE NOTE 4 a a U ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. '•"' ' 12"f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED SLEEVE EQUAL. 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 OR APPROVED EQUAL) • IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" UNDER ASPHALT OR CONCRETE DEEP CONCRETE COLLAR OR 24' DIAMETER x 6" DEEP CONCRETE COLLAR REVISION DATE CITY OF EDMONDS JANUARY 2018 SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S S- Z 0 0 R0 OpFR o M q p� 4 0� o'OFR�q< R 0 By � �gsti 1TF �40� 010N DRIVEWAY APPROACH (WITHOUT CURB) W (DSAWCUT EDGE 30 > wa FO EXISTING ASPHALT n STREET VARIES 2" HMA O2 2"-5/8" MINUS CSTC COMPACTED SUBGRADE �3 NOTES: O1 SAWCUT AND USE TACK COAT BETWEEN ROAD TO DRIVEWAY APPROACH JOINT. SEAL JOINT WITH AR4000 SEALER. O DRIVEWAY APPROACH TO BE 4" HMA CLASS 1/2" PG 58H-22. O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. O 10' EDGE RADIUS. O HMA SHALL BE PLACED FROM EDGE OF EXISTING STREET, A MINIMUM DISTANCE OF 20—FT OR TO PROPERTY LINE, WHICHEVER IS GREATER. REVISION DATE CITY OF EDMONDS DRIVEWAY APPROACH FEBRUARY 2020 TYPE VI PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH I T R— 5 4 6 E n. CITY O 7, EDI UB ?024 J w u z w 0 0 I 0 i 0 0 0 N 0 I 00 U Q 0 w w V Z Lu > O n' 00 >� x xoOpF-V� ==Z F J J ZtoU z w�F-000 J F�2Up0 wFO=Z ¢=00F¢�in xw>u0- F m�Zp wcnw mJw Z w=�Z>F wOFpw�w �-0 'n��3�wa U0 J -=O 0wg r-00<L' V D_ Q�w Zwlj K 11, 2 C2ps QWQ=Op2V"wF=FV�XVQ=_w-VV=wiVwFw 0c"Z w OJ0�_F JpVw F-SmFw Jd z�m=�FzQ2zofwOw O=F z����= pzzai w�ppr0�F wQwnFw0 0� bnZ) C"�;mF::<0QCmzm xM U u ainpp=xx0 zO ZZ0c Zzp==��dvi z rj 0 0 F U J F p F > w w=p FOZ= 0¢�z(7�cnQ mzMz Mow, 0,wO< 2ow 'rO Fmp2ZSzv' zQ aoz8na 0 ���..�0� ¢�nw���ZO z OFawrcF ZV F Como wZwxFOZ z0z¢� a F ww�F - ¢mow ..W�pOw�Cx7 a w U= Z O (Ap Q w wuw=�0u wgw>wO�Fz wOm�QwO 1=-0dQF=-a�o� ASSOCIATES McNAUGHTON r- 12098-W.LONE TREE TRAIL PEORIA, AZ 85383 (425)830-2753 I2023 QC COPYRIGHT I McNAUGHTON ASSOCIATES, Inc. LO � 1 � Village Life Homes, LLC 19020-33RD AVE. W. SUITE #450 LYNNWOOD, WA 98036 (425)778-4111 (425) 778-0409 (FAX) DETAILS JOB NO. 23-032.23-026 DATE: November 16, 2023 DRAWN BY: JCM ED BY: JCM ONS: 3 I GARAGE FRONT SHEET: 4 OF 5 10NDS SERVICE ENT I LEGEND SITE DATA ZONING DISTRICT: RS-12 EXISTING LAWSON CYPRESS TO 1 PROPERTY OWNER: Signature Homes by Village Life, LLC I : BE RETAINED EXISTING PAPER BIRCH TO BE EXISTING PAPER BIRCH TO BE PARCEL NUMBER: 005136000000100 (DRIPLINE IS OUTER LINE) RETAINED REMOVED ADDRESS: 176064-72nd Ave. W Edmonds, WA 98026 1 1'. ,., ' LOT AREA: 12,527+/— S.F. (0.29 ACRES) TREE LIST EXISTING EUROPEAN MOUNTAIN EXISTING APPLE TREE TO BE TRE[ NO. SPECIES DIAMETER DRIPLINE STATUS ASH TO BE RETAINED i EXISTING PACIFIC DOGWOOD TO BE RETAINED REMOVED :X� EXISTING BIG LEAF MAPLE LABELED AS TO BE REMOVED BY POWER COMPANY 1111111ol11111h iltl1t,1111111M 0,111,11112 TREE PROTECTION FENCE. SEE NOTES AND DETAIL ON SITE PLAN SHEET 3 1 I I I , , I _176TH ST SW { I , i--- ----- r----= --- --- - '' ► I ---- ------------------ ------ - -- --rt—� -- �-� �+ -� i -,- - --- --. — 394 4. 396 _ ____--- ---=-r------ -- _ --- - - - - ---- - _ __ 103 I 104 N 89' Flo W 110.35 ------ --__-_ ---- ---- �- --- -- - -- ---- _ _ - --- _ 77 10 UTILITY EASEMENT \ `Y ttnwK► ` � � 1 /sue 1 I I x TREE PROTECTION FENCE ------- -_--___---_______ _ _ __ _ PROPERTY BOUNDARY ! I 1 ----------- 1 I I I TBM 2 ELEV=395.74'� TREE TO BE PROTECTED - I ♦. I , I I _ I I t I I I I I I I 1 I , 1 I ' 105I ♦ I ' I I I I TREE TO BE TREE PROTECTION FENCE REMOVED DUE TO - 1 PROPERTY BOUNDARY POOR CONDITION ' I PER ARBORIST ' REPORT rI � 1 I I I I 1 I I GV i I I II , I ' % I I I I INCHES RADIUS (FEET) TREE #1 LAWSON CYPRESS 25, 24 (49) 12 RETAIN TREE #2 PAPER BIRCH 19, 18 (37) 16 RETAIN TREE #3 PAPER BIRCH 16, 14, 13 (43) 14 REMOVE TREE #4 APPLE 12 N/A REMOVE TREE #101 EUROPEAN M7N ASH 14, 11 (25) 10 PROTECT TREE #102 PACIFIC DOGWOOD 11, 9, 9 (29) 12 RETAIN TREE #103 PACIFIC DOGWOOD 9 10 RETAIN TREE #104 PACIFIC DOGWOOD 11 8 RETAIN TREE #105 BIG LEAF MAPLE 31 18 REMOVE TREES #101 _HRU #105 ARE NOT ON LOT 2, THEY ARE ALL OFF PROPERTY. TR-F #105 IS 'LABELED TO BE REMOVED BY THE POWER COMPANY TREE LIST 3 EXISTING ONSI TE SIGNIFI CANT TREES IN FAIR CONDITION 1 HAZARD TREE AS PER ARBORIST REPORT. TREE #3 IS NOT INCLUDED 1 EXISTING SIGNIFICANT TREES TO BE RETAINED 2 EXISTING SIGNIFICANT TREES TO BE REMOVED 33% SIGNIFICANT TREE RETENTION RATE. (30% MIN. REQ'D) FOR EACH SIGNIFICANT TREE BETWEEN 6 AND 10 INCHES DBH REMOVED, 1 REPLACEMENT TREE IS REQUIRED -N/A- FOR EACH SIGNIFICANT TREE BETWEEN 10.1 AND 14 INCHES OBH REMOVED, 2 REPLACEMENT TREES ARE REQUIRED TREE #4: 2 REPLACEMENT TREES REQUIRED FOR EACH SIGNIFICANT TREE BETWEEN 14.1 AND 24 INCHES DBH REMOVED, 3 REPLACEMENT TREES ARE REQUIRED -N/A- FOR EACH SIGNACANT TREE >247 INCHES DBH REMOVED, A FEE BASED ON APPRAISAL IS REQUIRED. TREE #3: NOT A VIABLE TREE DUE TO DEAD, BROKEN TOPS AND IN A STATE OF DECLINE PER THE ARBORIST REPORT. 11-EREFOR A FEE IS NOT REQUIRED PER EMC 23.10.080(B)1 2 TOTAL REPLACEMENT TREES REQUIRED 2 REPLACEMENT TREES PROVIDED SEE PLANT SCHEDULE THIS SHEET FOR SPECIES EMC 2a 1 O.O80(E)2 FEES SHALL BE PAID TO THE CITY PRIOR TO THE ISSUANCE OF A TREE REMOVAL PERMIT OR ASSOCIATED DEVELOPMENT PERMIT. EMC 23.10 080(E)3 SIGNIFICANT TREES GREATER THAN 24" IN DBH REMOVED, A FEE BASED ON AN APPRAISAL OF 1HE TREE VALUE BY THE CITY TREE PROTECTION PROFESSIONAL USING TRUNK FORMULA METHOD IN THE CURRENT EDITION OF THE GUIDE FOR PLAN APPRAISAL SHALL BE REQUIRED ARBORIST OF RECORD: LAY70N TREE CONSULTING, LLC (425) 220-5711 PLANT SCHEDULE SYMBOL BOTANICAL/COMMON NAMES SIZE D 4 REPLACEMENT TREES: ACER CIRCINATUM / VINE MAPLE* * NATIVE TREE 1.5° CAL. B & B, MULTI -STEM QUANTITY RREMARK, 2 20 10 0 20 SCALE: 1 " = 10' FULL AND MATCHING MIN. 3 STEMS. STAKE AND GUY FOR ONE YEAR TREE RE FLA(�;E ��ENT PLAN 10 - TREE TO BE r REMOVED PER POWER COMPANY RESU Jun 17 20, CITY OF EDMONI DEVELOPMENT SER DEPARTMENT ENGINEERED BY: If �rtrTi2n�E,gnesrg Job No�0180.[0:3P1i'i 2018Internafiond Re9dedd Code w� Ws —� O6 L LL 6EH ==�o- :#H TQiY� -1 P6MGLn -ic r �Z=oJO�n kfa�6 v ��JOxii � IL ~0+�O+ii II �' R 0 [ZE ¢L MDR 7�i�'r' 806 yWj�Oi `.NM t6vaaa`c��a� X— ;Ouw.: ao'- 22 kAdi� .!� Qf mCi ,J VfQ �L ,JJ J T Qr-i i�A U'1V Jl Rl6 VI Ccc oe^NO ,,,ar' � Kt"a Mu �"I 0p 11 W V:w rj J )a=8Z w� UjvI cOc V� �C .�Qj_f p x ZLn O �l HIIIw� 111 �. = F t = ��n++ p TILL- ? � rr) 'n i�i r) 1 n y < F F ' CS ASSOCIATES McNAUGHTON 12098-W10NE TREE TRAIL PEORIIA, AZ 85383 (425) 630 2753 I2023 © COPYRIGHT I McNAUGHTON ASSOCIATFS. Inc 3874-02A Village Life Homes, LLC 19020-33RD AVE_ W_ SUFTE #450 LYNNWOOD, WA 98036 (4251 778-4111 (425) 778-0409 (FAX) SITE PLAN JOB NO- 23-03223-026 DATE: November 16, 2023 DRAWN BY: JCM CHECKED BY: JCM REVISIONS: 12JO6123 GARAGE FRONT SHEET: OF 5