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APPROVED ENG STM PLN FIR RESUB3 BLD2023-0692+CIVILS+9.27.2024_9.21.13_AM+452783819. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. MAY GENERAL INFO: CONSTRUCTION SEQUENCE NOTES BE DAYLIGHTED AT THE PROPER GRADE. GENERAL CONSTRUCTION NOTES SITE ADDRESS: 7103 210TH ST. SW, EDMONDS, WA 98026 0T 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR OWNER: HARK PROPERTIES, LLC DIVISION THROUGH MYBUILDINGPERMIT.COM OR 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE TEL: 206 331 5725 ENGINEERINGPERMITS@EDMONDSWA.GOV TWO DAY (48 HR) NOTICE IS THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING DRAWINGS. REQUIRED. SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL SITE DATA: 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. MUNICIPAL , STATE, AND FEDERAL CODES, RULES AND REGULATIONS: 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC LOT AREA: 11,201 SF 3. CALL FOR UTILITY LOCATES. - CURRENT INTERNATIONAL BUILDING CODE (2018 IBC) WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, ZONING: R.M.-1.5 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE - CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE PARCEL �: 00566900100601 PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR CONSTRUCTION ZONE. AND MUNICIPAL CONSTRUCTION EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL LEGAL DESCRIPTION: 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. SEATTLE HEIGHTS DIV 4 BLK 001 D-01 - BEG SW COR LOT 6 TH CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2019 EDITION) E ALG S LN 30.01FTT0 POB TH NWLY TAP 30FT E OF W LN SD EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR 22. AS A MINIMUM REQUIREMENT ALL DISTURBED AREAS ON AND OFF SITE LOT151.14FT NLY FRM S LN SD LT THE 74.10FTM/L TO E LN SD TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL REFER CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND LT TH S ALG E LN SD T M/L TO E LN SD LOT TH S ALG E LN PERMANENT VEGETATION IS ESTABLISHED. OTHERWISE STANDARDS. SDLOT TO SE COR TH W ALG S LN SD LOT TO POB 6. DEMOLISH EXISTING STRUCTURES EXISTING BUILDING TO BE DEMOLISHED: 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR YEAR BUILT: B. INSTALL INFILTRATION TRENCH. EXCAVATION OF INFILTRATION AREAS CONSTRUCTION IS IN PROGRESS. STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE 1947 1ST FLOOR: 768 SF SHALL NOT BE ALLOWED DURING WET OR SATURATED CONDITIONS. THE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION F. BASEMENT: 732 SF BMP 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL SHALL NOT BE MADE OPERATIONAL UNTIL ALL EROSION -CAUSING PROJECT RECORD AND THE LOCAL GOVERNING AUTHORITY. REQUIREMENTS. CARPORT: 572 SF IMPROVEMENTS ARE COMPLETED AND ALL EXPOSED GROUND SURFACES PROPOSED CONSTRUCTION: ARE 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY STABILIZED. PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT 6 ATTACHED 3-STORY TOWNHOUSES W EACH UNIT FLOOR AREAS / 9. CLEAR, GRUB 8c ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR PRIOR APPROVAL. 1ST FLOOR: 334 SF, 2-CAR GARAGE:447 SF NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. 2ND FLOOR: 837 SF ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT 3RD FLOOR: 837 SF EROSION CONTROL NOTES BELOW) EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 10. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING PROJECT APPROVAL. FRONTAGE IMPROVEMENTS. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED 11. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK CONTOURS OR SPOT ELEVATIONS SHOWN. REVEGETATION OF ENTIRE SITE. INFORMATION. 12. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE LEGEND AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY ® FOUND MONUMENT AS NOTED O CB SUMP LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY SET 24" X 1 /2" REBAR WITH CAP STAMPED 'LS 32441" UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT _ _ UNDERGROUND POWER 0 FOUND MAG AND WASHER AS NOTED _ _ UNDERGROUND COMM. LINE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. FOUND IRON PIPE OR REBAR AND o HUNTER PROS-06-PRS30 � FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS CAP (RBC) AS NOTED ® WATER METER TYPE 2 LANDSCAPE IMMEDIATELY OF CONFLICTS THAT ARISE. WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. WATER VALVE TYPE 3 LANDSCAPE 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY FIRE HYDRANT CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED C-Q,UTILITY POLE GREEN STRIP LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO / 0 UTILITY POLE WITH LIGHT RAMP CONSTRUCTION. EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN Utility Purveyor information: 1/ GUY ANCHOR APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. SNOHOMISH COUNTY PUD CONC. PAVER 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE ® MAILBOX 2°x2' STEP STONE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. Mary McAllister: 0-3216 MMMcAllister@SNOPUDUD.cocom SIGN REPRESENTATIVE OF ANY DISCREPANCIES. U GATE POST APPROVED BY PLANNING 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO PSE ® TYPE I CATCH BASIN 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND New Customer Construction J O STORM DRAIN MANHOLE FIELD CONDITIONS. INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S Department: 1-888-321-7779 ® STORM DRAIN CLEAN OUT REPRESENTATIVE PRIOR TO BACKFILLING. ZIPLY FIBER Nov 04 2024 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT 0 SANITARY SEWER MANHOLE WHERE APPLICABLE AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ( ) 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE Mike HaKahan: 425-949-0230 El SANITARY SEWER CLEANOUT THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM Mike.HaKahan@ziply.com X FENCE (TYPE NOTED) Approved 10-02-2024 COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNERS COMCAST - G - GAS RESUB 3 CIVIL D F M ahrLs hurt REPRESENTATIVE AND CITY. Chad Simpson: 425-319-4937 sD STORM DRAIN PLAN REVIEW 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE W WATER South Count Fire NOTES: APPROVED y RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. Chad-Sim pson@com cast. com P OVERHEAD UTILITIES Date: 10/02/2024 DFM BURT CITY OF EDMONDS WATER 8c SEWER ss SANITARY SEWER 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY CITY OF EDMONDS FOR STORMWATER LOCUST (-L) FOR REFERENCE: PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE @ CEDAR (-C) ROW PERMIT #ENG2024-0469 PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY PROVIDED TO THE CITY PRIOR TO PAVING. SOUTH COUNTY FIRE DISTRICT 1 FOR 49 FIR (-F) SEWER PERMIT#ENG2024-0470 EQUIPMENT, STOCKPILING). EMERGENCY SERVICES PINE WATER METER#ENG2024-0452 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, WATER METER#ENG2024-0453 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON PLACE ETHAFOAM 200 AS A CUSHION BETWEEN THE UTILITIES. F] ASPHALT WATER METER#ENG2024-0454 MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL F CONCRETE WATER METER#ENG2024-0455 WATER METER #ENG2024-0456 FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS 37. SEE MECHANICAL DRAWINGS ( WHERE APPLICABLE) FOR CONTINUATION OF PLAN SHEET INDEX: WATER METER #ENG2024-0457 PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH SITE UTILITIES WITHIN THE BUILDING. CV 1: COVER SHEET 0 CATCH BASIN (c6> COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. DIRECTION OF FLOW DEMO PERMIT #BLD2024-1438 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR CV2: EXISTING CONDITIONS PLAN ° CLEANOUT 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND ELECTRICAL WORK. CV3.1: GRADING/TESC PLAN DRAINAGE REPORT PREPARED BY JIE SHENG, LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR CV3.2: TESC STANDARD DETAILS DATED 10/25/2024 EXISTING SITE FEATURES. 39. SEE LANDSCAPE DRAWINGS WHERE APPLICABLE FOR SITE IRRIGATION ( ) CV4.1: FRONTAGE IMPROVEMENTS PLAN 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. SYSTEM. CV4.2: FRONTAGE IMPROVEMENTS DETAIL PLAN APPROVED FOR CONSTRUCTION FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY CV5.1: STORMWATER UTILITY CITY OF EDMONDS AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. CV5.2: STORMWATER UTILITY DETAILS INDICATED ON THE PLANS. ENGINEERING DIVISION CV6. 1 WATER �c SANITARY SEWER UTILITY APPROVED AS IN 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN COMPLIES WITH APPLICABLE CV6.2 WATER �c SANITARY SEWER DETAILS DATE: OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS CITY STORMWATER CODE 12/12/2024 OTHERWISE APPROVED BY THE ENGINEER. �� CV7. 1 DRY UTILITIES � CV7.2 DRY UTILITY DETAILS BY: 18. ALL ROOF DRAINS PERIMETER FOUNDATION DRAINS CATCH BASINS AND CV8 TRAFFIC CONTROL PLAN CITY ENGINEERING DIVISION OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE 12/04/2024 SYSTEM, UNLESS NOTED OTHERWISE. HOME TECH 13608 SE 51ST PL BELLEVUE, WA 206 778 2431 hometechwa@gmail.com 1�G /P�4 ti 32229 IsTER NAL RESUB Sep 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0692 CO N O 00 Q7i Q U) 0 F- Z LU O L U) LU W 3: LU LU O � F_ O z J 0 � 0 N J F- M 0 REVISI❑NS DATE DESIGN: Y S, DRAWING: H H, CHECKI Y. S, DATE: FEB 9, 2024 SCALEI AS SHOWN SHEET; 1 CV1 I �/ — SD SD HOUSE #7113 z P P P " „ 20"— F SS- SS- S - P WOOD 24 6 WX X x X _x�'` x _ - I I A Q' - 1 END OF WALL _ S89°1., 2vW / 4. 1 u 10 9 _C _ 3.4 SX0.4 w E I o — 12—� 2.4'E N 24 C 2.9 - 30 -— 9—Fcn X:a c KE TONE WALL A N ON LINE I cnA X � _ SHED o . XA I X N o x \ 20"—L cn x \ rcn I so 1 7 W - _X FT \II U i sa o _ � I A I = I m D X �X cnf 3 SDMH W/GATE VAVLE `n -0 m RIM=410.43 0D Io 36" CMP NW IE=402.96 cn n z X �XIo 99 N M —� o z HOUSE I CIl 12 CMP S I E= 403.13 --CIOr o co 0 0 #7103 C m x �_D CARPORT o Q z�TF= 405� DU x 0 X zo `n V I FF— 413.43 it�. � I 0 X x SSco - c 0 9 _ 'x -1.1 E cn Icn 1 N c 24cn UTILITY EASEMENT Il f AF 8105070180_ ADDRESS SIGN MULTIPLE HOUSES CB TYPE 1 RIM=404.86 6" PVC N IE=403.14 6" PVC S I E= 403.06 CB TYPE 1 RIM=405.34 12" CONIC N I E= 402.09 w 12" CONIC S I E= 400.40 SD SE 12" CONIC E, W IE=400.39 \_ -13 I I I I cn cn I I ® I I co cn —b co Q x x 3' WOOD FENCE � -�- x x x x W w w w w —w w w w I n cn �� SD Sit SD ,D SD SD SD— P 10 MAILBOXES m N 2 cn cn cn cnQ cn 0 co 0 FOUND MAG & WASHY R "TE 20719" c 3 0.3' S X 0.4' W co w D � D 0 zn� (_000 r') z 0 o0 cl) oz0 Cyl C 0 w--w- SD—� SD SD SD SD SID SD SD SD- 0 O 2.73 2.67 DASHED � SFOUND MAG 8c WA�HFR 89°19'20"W 685.43' "TE 20719" 210TH ST SW 3 0.3' S X 0. 3' W APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: FOR REFERENCE ONLY BY: CITY ENGINEERING DIVISION CB TYPE 1 (SOLID LID) RIM=408.59 12 CONIC W I E= 403.30 12" CONIC N IE=403.24 w I -STRIPE 342.72' x G SD w P SS LEGEND FOUND MONUMENT AS NOTED SET 24" X 1 /2" REBAR WITH CAP STAMPED "LS 32441 " FOUND MAG AND WASHER AS NOTED 0 FOUND IRON PIPE OR REBAR AND CAP (RBC) AS NOTED ® WATER METER Ira WATER VALVE FIRE HYDRANT UTILITY POLE ?-0 UTILITY POLE WITH LIGHT GAS LINE ENDS PER PSE AS —BUILT MAP G �"S SS SS E--- GUY ANCHOR SIGN GATE POST ❑❑ TYPE I CATCH BASIN O STORM DRAIN MANHOLE OO STORM DRAIN CLEAN OUT SANITARY SEWER MANHOLE F SANITARY SEWER CLEAN OU T x FENCE (TYPE NOTED) G GAS SD STORM DRAIN w WATER P OVERHEAD UTILITIES SS SANITARY SEWER LOCUST (—L) CEDAR (—C) FIR (—F) PINE ASPHALT a CONCRETE EMSTNIG 'P1 I PLAN 10' 0 5' 10' 20' SCALE: 1" = 10' G G G G G G G G HOME TECH 13608 SE 51ST PL. BELLEVUE, WA 206 778 2431 �0?st 3 Is Sj4NAL RESUB Sep 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0692 to N O 00 a) Q U) 0 Z O U 0 Z W O � F_ 3 — W C/) Z :) F— O O� V = _ (.D Z O Z — ~ 0 N H M x V O W = ti REVISI❑NS DATE DESIGN; Y. S' DRAWING, H. H, CHECK1 Y. S, DATE1 SEPT 19, 2024 SCALE; AS SHOWN SHEET; 1 CV2 REQUIRED TREE PROTECTION MEASURES -Protect trees by complying with guidelines outlined in ECDC 20.10 - Tree protection fencing shall be installed as close as possible to the proposed foundation lines while still providing access for the building construction. - Said fencing shall be 3' tall and signage shall be placed on the fencing as per ECDC 23.10.070. -NO disturbance in the TPZ with noted exceptions. - NO root cutting in the TPZ. -If stumps near retained trees are to be excavated, care must be given to potential encounters with the roots of trees scheduled for retention. It would be better to leave the stumps in place or have them ground below the surrounding grade. -Pruning for building clearance must be performed by an experienced professional and should be limited to less than 15% of live growth and done as per best management practices. - Any bare soils inside the tree protection fencing should be covered with a maximum of 3" of mulch material. - Maintenance of trees throughout the construction period by watering. - Retained trees shall be reassessed after project completion or within two years from the date of this report (June 10, 2024) for changing health, condition, or structure by completing a basic visual assessment GRADING CUT (NET); 310 CYD GRADING FILL (NET): 160 CYD - Pest control inspection and measures shall be provided prior to onsite demolition or construction activities. - If underground storage tank(s) are encountered it must be decommissioned in accordance with loca fire department regulations. In the event that soil or groundwater contamination is encountered during removal, cleanup must be in accordance with ecology regulations (WAC 173-340). I � Q Q C `A Q 000, I P P, SSA SS END OF WALL 5. 4' S X 0.4' E SDMH W/GATE VAVLE RIM=410.43 6" CMP NW IE=402.96 12" CMP S I E= 403.13 U� A' Cn .o x 0 IN LINE Cn TO BE US D I `n CON STR TI ON 8c TBR AT T END 0 THE CON STR TI ON co 10 v7 0 I1 I Cn Cn o 8" PVC SW IE=414.86 18" PVC N IE=414.86 N 4" PVC E IE=415.39 LOT A SHORT PLAT 0 I AFN 200511035008 SD SD 50 HOUSE #7113 P--Pl: 6 24"- _ x POD x _ x - x X x - U DIT x Cn I D �0,� 0z C' ITS -� 0 zl M 0 U v of M x [v N G 0 408.60 407.34 � A L DRI WAY-/ LIMIT * 407.3 408.0 407.34 I 407.5 I "1 m BUILDING FOUNDATION AREA I �I I � - r �I I / WORK WITH CV3.2 PLAN FOR NOTES & DETAILS C �I I _ 406.68 Cn I cn 0 i I 406 68 GRADG/TESC PLAN 10' 0 1 5' 10' 20' APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED /1 12/12/2024 BY: CITY ENGINEERING DIVISION SCALE: 1" = 10' � o II CPC ii 2 99 J 4.31 UTILITY EASEMENT I �P 3 E LEGEND HOUND MONUMENT AS NOTED • SET 24" X 1/2" REBAR WITH CAP STAMPED "LS 32441" 0 HOUND M AG AND WASHER AS NOTED 00 HOUND IRON PIPE OR REBAR AND CAP (RBC) AS NOTED M WATER METER Ira WATER VALVE W HIRE HYDRANT '03 UTILITY POLE ;&--0 UTILITY POLE WITH LIGHT GUY ANCHOR ® MAILBOX SIGN GATE POST T D 0 z o o U TYPE I CATCH BASIN Mzz C) o 0 O STORM DRAIN MANHOLE 0 z no OO STORM DRAIN CLEAN OUT c - C C 0 SANITARY SEWER MANHOLE 0 SANITARY SEWER CLEAN OU T -X -X- HENCE (TYPE NOTED) e e GAS SD SD STORM DRAIN w W WATER P P OVERHEAD UTILITIES SS SS SANITARY SEWER EXISTING SEWER TO BE CUT AND CAPPED AT PROPERTY LINE PRIOR TO DEMO OF STRUCTURE LOCUST (- L) CEDAR (-C) FIR (-F) TESC LEGEND: 3 PINE ASPHALT AH 8105070180 � //( TREE LJ I I 1 H 3 �I PR TECTION II Q� INLET PROTE TION WILL BE � a CONCRETE ADDRESS SIGN MULTIPLE HOUSES � ► I PROVIDED ON N w 2.5' W - � _ CONSTRUCTED CA BASINS D (NEIGHBOR'S) � I Q 2 l r CB TYPE 1 o I SI E SEWER CONNE TION RIM=404.86 406 Cr, , P R CITY OF EDMO S - ! I 6" PVC N IE=403.14 EXIPTING - `-_-' , 2� -Hx 6" PVC S IE=403.06 c o SEWR LIN I } 406 ORANGE FENCING FOR INFILTRATIO AREA _ 0. E 26' H � I rBR ° I CB TYPE 1 � � �xx ° A ° ° RIM=405.34 � 4 EXISTING 3 REMAIN X 12" CONIC N I E= 402.09 w �Wi w ><1 W W W_ W 12" CONIC S I E= 400.40 SD SD Say D SD - SD SD 12" CONIC E, W IE=400.39 0 10 MAIL OX S 4 �� 3 TYPE 'I .� 10 I '�1 = 405. 40 CON C E I E= 2.73 0 Q CONC W IE 402.67 A I 99 "'� 0 18 EXISTI G 4" W.M. TO REUSE, K DISCONNECT EXISTING WATE LINE & INSTALL A EE SILT FENCE, ER-900 CE C❑NS, ACCESS, ER-901 TS COVER) E1,15 cPc COVER) E1,20 STORM DRAIN INSERT, ER-902 MU MATTING/R❑LLED ER❑SI❑N CONTROL PRODUCTS E1,15 SEE CV32 FOR DETAILS �B TYPE 1 (SOLID LI,-, RIM=408.59 12 CONIC W I E= 403.30 12" CONIC N I E= 403.24 j W - HOSE BIB WITH AN AVB AT THE ETER_ x 3 0 FENCE J \ X�X X I � w w w w- 1w w w w _ w �) w w CA SD SD SD SD- SD SD KEEP FENCE IN PLACE &, I sEM DURING GRADING, 0 co co EXCAVATION AND BACKFILL 01 (A FENCE TO BE REMOVrD FROM ROW Cn nAgHFD YELLOW .iTRIPE 342.72' HOME TECH 13608 SE 51ST PL BELLEVUE, WA 206 778 2431 3 Is TER � Sj4NAL RESUB Sep 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0692 to N O 00 a 0 Z O � Z W a J CL W Cf) c Z � H Cl)O a Z F. 0 pN V H M � Vo W = REVISI❑NS DATE DESIGN; Y, S' DRAWING: H H, CHECKi Y. S, DATE; SEPT 19, 2024 SCALEi AS SHOWN SHEET: CV3 . I 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" K 2" 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL 8" P FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE NOTES: SYMBOL: EE 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2• SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAI L Es 9Q APPROVED BY: R. ENGLISH ER-900 TESC GENERAL NOTES: 1S a TH IN DE FULL WIDTH GRESS/EGRESS CE DETAIL NOTES: SYMBOL: 10 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. 20 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 $PALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. • 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 REVISION DATE STABILIZED CONSTRUCTION JANU RY 2018 CITY OF EDMONDS ENTRANCE PUBLIC WORKS STANDARD EDEPARTMENT D ETAI L s f . 1a�� APPROVED BY: R. ENGLISH E R - 9 01 PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 1. From October 1 to April 30, no soil shall remain unstabilized for more than 2 days. From May 1 to September 30, no soils shall remain unstabilized for more than 7 days. Stabilize all soils, including stockpiles that are temporarily exposed. Use one of the following to temporarily stabilize soils, including stockpiles: E1.10 Temporary Seeding & Mulching, E1.15 Matting/Rolled Erosion Control Products, E1.20 Plastic Covering. 2. After construction but before project is considered completed, permanently stabilize all exposed soils that have been disturbed during construction. 3. Use ER-900 Filter fence to prevent the transport of sediment from the site. 4. Prevent sediment from entering all storm drains, including ditches that receive runoff from the disturbed area, by installing storm drain inlet inserts, using sandbags and vacuuming sediment from impervious surfaces. 5. Provide periodic street cleaning by sweeping or shoveling any sediment that may have been tracked out. Place sediment in a suitable disposal area where it will not erode again. ER-901 Construction Access. 6. Inspect and maintain required erosion controls to ensure continued performance of their intended function. 7. The contractor shall employ emergency measures to remove sediment from paved surfaces, as needed. Street sweeping shall be considered an emergency measure and not a basic component of the TESC system. No washing of streets under any conditions. 8. All disturbed areas to be compost amended per 2019 SWMMWW BMP T.5.13. 9. In future pervious pavement areas, if construction traffic can not feasibly avoid the area, over —excavate and obtain geotechnical approval of the sub —grade prior to placing rock for the pervious pavement section. 10. 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. O .a I i nLTERI SOCK WITH OVER FLOW HOLES (TYP) I q 1 a. SYMBOL: CITY OF EDMONDS PUBLIC WORKS DEPARTMENT `sf. 18Y' CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES (TYP) ..., � -, , .X, iIN 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 D ETAI L ER-902 UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) UNDISTURBED UNDISTURBED NATIVE VEGETATION ''='� 0" TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL STEEP SLOPE NOTE: AMENDED SOILS SHOULD NOT BE INSTALLED ON FINISHED SLOPES OPTION 1 — NO DISTURBANCE EXCEEDING 337.. AREAS EXCEEDING 33% SHALL BE STABILIZED PER THE PLANTING BEDS TURF (LAWN) AREAS ENGINEER/GEOTECH OF RECORD. 2" ORGANIC MULCH 3" OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") n 8" 3RASS: 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 IL` y �' �1 SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) 11 (12" BELOW SOIL SURFACE) J2 OPTION 2 — AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE SHALL BE AND 2" ORGANIC GRASS: SEED VEGETATIONFENCED AND SOIL SHALLTING BE MULCH 0" OR SOD PROTECTED FROM CONSTRUCTION -1 IMPACTS. 6" IMPORTED {�IAn ILI III �1810 IILI--IIaIBIL-I-IIIEI-IIGI I I I I I I I QII�IIII�II� 2. TO MEASURE SETTLED DEPTH, 6" IMPORTED WATER SOIL SUFFICIENTLY TO TOPSOIL MIX TOPSOIL MIX FULLY SATURATE WITHOUT (COMPACTED _ (COMPACTED CAUSING EROSION. DEPTH) _ 6„ DEPTH) 3, COMPOST SHALL MEET SPEC. I ''I� REQUIREMENTS IN THE 2017 SUBSOIL IS : ' r'L SUBSOIL IS EDMONDS STORMWATER ADDENDUM (CHECKLIST 7). SCARIFIED 6" ;�_ _ I ' I - - SCARIFIED 6" BELOW IMPORTED �' �' BELOW IMPORTED 4. COMPACTION OF TOPSOIL (WHERE TOPSOIL MIX r -` I ► f 12 TOPSOIL MIX REQUIRED) TO BE TO 85% (MAX) — OF THE MAXIMUM DRY DENSITY OPTION 3 — IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). REVISION DATE CITY OF EDMONDS POST CONSTRUCTION SOIL APRIL 2021 QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs r . 189� APPROVED BY: R. ENGLISH S D - 6 A 4 2 ..................................................... ..................... ......... NAME ..................... PROPORTIONS BY WEIGHT .................... % PURITY ............................. % GERMINATION REDTOP (AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 CHEWINGS FESCUE (FETUCA RUBRA COMMUTATA) 40% 97 80 WHITE DUTCH CLOVER (TRIFOLIUM PEPENS) 40% 96 90 REASON: ROEMAINOVIDE BARE FORORARY MORE THHIANS7ADILIZATION AYS WHEREYPLANTING PERMANENTGCOVERSAND LEGUMES TO IS NOT NECESSARY OREAS THAT APPROPRIAWOULD SYMBOL: TS sa PLASTIC COVERING STOCKPILES E1.20 ANCHOR WEIGHTS WITH STAKES TRAW WATTLE 10' MAX. IL BERM ,o--EOTRAW BALES —CONVEY RUNOFF TO APPROVED LOCATION. CUT SLOPES BURY SHEETING IN 4 IN. X 6 IN. TRENCH NCHOR WEIGHTS WITH STAKES MINIMUM OF 8 FT. SETBACK FROM TOP K 10' MAX. SLOPE. BACKFILL WITH WASHED ROCK. ��ONVEY RUNOFF TO »� / APPROVED LOCATION. PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED. \ 10' MAX. \ TOE IN SHEETING IN 4 IN. X 6 IN. TRENCH \ 3' MIN. MINIMUM OF 3 FT. SETBACK FROM BOTTOM OF SLOPE. BACKFILL WITH WASHED ROCK. CONVEY RUNOFF TO APPROVED LOCATION. TO TO REASON: DIISTU BEIDEAR ASDIATE THATTCANONOTRBEEROSION COV RED BOYTECTION MULCHING &LOPES MATTING D COVER SYMBOL: CPC MATTING/ROLLED EROSION CONTROL PRODUCTS E1 "1 5 ON SHALLOW SLOPES, STRIPS OF NETTING MAY BE APPIIFn ACROSS THE SLOPE SHALLOW SLOPE JUTE MATTING OR OTHER BIODEGRADABLE MATERIAL ON STEEP SLOPES, APPLY STRIPS OF NETTING PARALLEL TO THE DIRECTION OF BERM ,NCHOR SECURELY __V_� WHERE THERE IS A BERM �I • - • THE- ISLOPE, : ; •ER THE : • •- : • THE BERM (>3:1) REASON: TO PROVIDERT IMMEDIATE ON PROTECTION TO EXPOSED SOILS DURING THE PERIOD OF ELAYS SYMBOL: MU APPROVED FOR CONSTRUCTION CITY OF EDVONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED �� 2/12/2024 BY: CITY ENGINEERING DIVISION HOME TECH 13608 SE 51ST PL BELLEVUE, WA 206 778 2431 S of 1vas��'�,G� A ti 32229 Is sjONAL RESUB Sep 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0692 to N 0 00 U) 0 U) Z J 0 Q W 3:VIA O Z = = Z 0 U) 0 r N U F-M W 0 _ REVISI❑NS DATE DESIGN: Y S, DRAWING: H H, CHECK: Y, S, DATE: JAN 25, 2024 SCALE: AS SHOWN SHEET: CV3.2 vvv /y,IU i .vvi ivu `) P.COIfNER 446---- C WALL -=-.-- ,t TOP 4-II JT8 *TOP. 41 ' 2L S W W Cn f - ----- CONIC PALL 409 408.60 1 TOP 4 4.0 408.40 5 -FT CONIC U' R TANG WALL, S E V4. _4 4 1 RIM 407.25,E I I 0 IE 404_00 407.34- + IE403.93 C.O. n , 1 4"0-8' U, Ll t IN ���/ 407.34 /112.0 I 1 '; CONC WALL_ 407.14 TOP � I � TOPC GAOL ISO, / \ 1-6--� ISO, IF 407.21 I II b� IE402.9� CI�UILDING FOOTPRINT I 1I, I - I IE403.20 I :. / 407.0 / 11407.2 1 I ° y W W W W N � / 1 I I �o . II I I a.. � - I / II I � ;I•. I 409 / o 6" SDR35 SEWER PIPE _ 10, I ALL PIPE CONNECTIONS FROM THE Q II I 407.21 C.O. BUILDING CLEANOUTS TO THE SITE 1 w ,0 1ST I IE401.9$ IE402.22 SEWER MAIN WILL BE 4" SDR 35 1 I" -40 1_0 - 1 WITH A LENGTH AS INDICATED. A W W _ �J 1 i _� y II I 1r - cn 11407.2 I 407.c9 Cn IOf C0 I / .- I 2'-o" I I SEE NOTES 2 FOR 1 I , 1 w W W ASPHALT VEME T I VERTICAL SEPARATION, W W \ I o / IF - - - - - TYP. I; :: 1U OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING II I I I I t • • ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY I IE40101� IC.O. 1 I "'. ` UTILITIES MAY REQUIRE A SEPERATE PERMIT. w / II yiio 406. 811E401.27 �'Li a"o - 0'E 401.0w I EXISTING 1406.68 1ji�: cl�W GRADE 101 CABLE/FIBER COMM. CONDUIT i � a.407.34 a W 407.14 I o II I�,°'II ► CC I " '� ► ' .° a I ,P.::I CAR TURNING CAO. AT THE `� p o N III low UGRI --- MOST S D E UNIT M I I IE400 24 1 UTILITY EASEMEL!4 a 1406.111 I 1 J..i'A T.. I AF 8105070180 � N o w r E399.9_ _� I �' a•- I a , - co CD v LLB w 106.311 E399.4 I IE400.16 e a ' 4106.31 o I I I 1 h:: cn I I 1 I • o Q I i I BDCVA, SEE 1 c0 I 1 PLAN 1/13 `n o DRIIVEWA1j I FOR DETAILS I W Nv I 4Q6 I I 1 i I I I I a _ _ -- -- �-------------- --- PROP ED POWER - - - - - ESS F METER F - - ••. o VAULT/BOX 06 1 40 .8 IG iN I 3 r (FLUB TO THE z 0 :0 GRAD & TO BE M I N. \\ DRSIGNI-J I I ti In SCREo ED) '�'••_•_• ___•_••••_•_•_•_ Q E. CURB o C� 18"X18"-30" P.CORNER 3 MIN. �\ .. ••-•••• •-• �rALL PEDESTAL co co 405.4(T/B 40 .5 405.85 • - - . - • ••�•• + t:-: EX F.H. TO BE RETAINED SIDE ALK AT 4Q5.55 ° o o GRADE ��/�?w DR,IV 1" A1:'PR0ACI� SEE 58:;,•08 W I I IDEWALK SEE" �P CORNER a TR-, 4. Cy4a2 FOR` D'ETAaLS� 4 \ GB W W %xJ 40 .4 405.75a TR=531/CV4.2° aXo 6 I I,°I I' RIM 405.34 � w W FOR' QETAitSm IE (12"N) 402.09 SD SD sD-� sd,�- sD - _ W. B" w ` " DI IE 12"S 400.40 4f�•4(96 4a8. 408 ( ) // D 2 CONIC SDI 40 97 - NEW�RAMP TO � W IE (12 E/W) 400.39 REPLACE E. R MP, SEE (PROJECT REFERENCE DATUM) /� CB TYPE1 D SDI SDI TR-541/CV4.2 RIM 405.40 CA�LE/FIBER NEW LUSTER O SDI SD� SD PROPOSED //2"CONC E IE 402.73 CpMM. BOX MAILBOX, SEE UNDERGROUND #/12"CONC W IE 402.67 NEW RAMP, SEE // TR-580/CV4.2 I / TR-541/CV4.2 O / cn CB TYPE1(SOLID LID) POWER LINE BY 4-1 6"C.O. RIM 405.4 / N-) � * An irrigation sprinkling � IE398.25 registration shall be obtained RIM 408.59 PUD DESIGN / IN A 12" CAST IRON C1RB AND GUTTER TO BE 6-NEW +1-EXIST(TO BE UPGR DED from Public Works Cross > LAMPHOLE &COVER PLACED TO CITY STANDARDS AS ALL 1" WITH 1.5" PEX PIPE W�RAC6 A` Connection 12 CON C W E 403.30 Q� WITH A PICK HOLE DIRECTED BY CITY INSPECTOR WIRES, 6 UNITS W/ WATER & / Control Specialist - Jeff cn 1 2"CONC N IE 403.24 SPRINKLING, AND 1 IRRIGATION METER. cn - Koblyk. Phone: cr) - 425-771-0235 or email U PROPOSED - / jeff.koblyk@edmondswa.gov. DASHED YELLOV�STRIPE 2 OTH ST SW T - / UNDERGROUND BLUE REFLECTOR, REFER - WA-100 SHEET CV2 U' / COMMUNICATION \(E) 6"PVC SEWER PIPE / co CABLE LINE BY (TO BE VERIFIED &` SUBJECT TO INSPECTION) FRONTAGE NPRO\VEMENTS ZIPLY FIBER/ 10' 0 5' 10' 20' \ SS SS SS Ss o COMCAST DESIGN \ U) S SS S SS SS SS SS SS SS SS SS �- SS SCALE: 1" = 10' \ \ \ ss ss SS SS SS SS SS SS \ CB TYPE1,RIM 405.40 �� ss SSC SS SS SS ;SS - 12"CON C E IE 402.73 12"CONC W IE 402.67 LEGEND ® FOUND MONUMENT AS NOTED SET 24" X 1 /2" REBAR WITH "LS CAP STAMPED 32441" FOUND MAG AND WASHER AS NOTED ® FOUND IRON PIPE OR REBAR AND CAP (RBC) AS NOTED ® WATER METER >4 WATER VALVE v FIRE HYDRANT UTILITY POLE UTILITY POLE WITH LIGHT GUY ANCHOR ® MAILBOX -cr SIGN GATE POST TYPE I CATCH BASIN O STORM DRAIN MANHOLE ❑® STORM DRAIN CLEAN OUT 0 SANITARY SEWER MANHOLE 2 SANITARY SEWER CLEANOUT X FENCE (TYPE NOTED) G GAS SD STORM DRAIN W WATER P OVERHEAD UTILITIES SS SANITARY SEWER LOCUST (-L) Iles)CEDAR (-C) FIR (-F) PINE ASPHALT CONCRETE CATCH BASIN (CB) DIRECTION OF FLOW ° CLEANOUT o CB SUMP TYPE 2 LANDSCAPE E TYPE 3 LANDSCAPE GREEN STRIP RAMP CONIC. PAVER 0 2'X2' STEP STONE Zone Corner 'Flag Setbacks: Required Actual Front Sides Rear Other Height The City's Public Works Operations and Maintenance Department to fabricate fire/old address sign. The contractor owner shall contact the Engineering Division by email at engineeringpermits@edmondswa.goov two weeks In advance of the requested sign fabrication. Utility patches with less than 20-feet of separation shall be combined, and full width or half width overlay will be required depending on the extent of disturbance. Where utility patches fall entirely within one travel lane, the overlay sh al I extend to the centerline of roadway. Where utility patches extend Into both travel lanes then a full width overlay is required. * WORK WITH CV4.2 PLAN FOR STANDARD DETAILS APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED �c4�12/12/2024 ce / BY: CITY ENGINEERING DIVISION HOME TECH 13608 SE 51ST PL BELLEVUE, WA 206 778 2431 hometechwa@gmail.com 1�G s� r/?2i?- S � �F 1YASxr��,�24 32229 Is TER � Sj4NAL N 0 z a a � J a cl U) o llll�_ z z p W 0 W LV O W w C/) a cii :) F- O W = _ C� z c pN z O H M OC C� o IL = ti REVISI❑NS DATE RESUB Nov 25 2024 CITY OF EDMONDS DEPARTMENT BLD2023-0692 DESIGN; Y. S, DRAWING; H. H, CHECK1 Y. S, DATE1 NOV 22, 2024 SCALE; AS SHOWN SHEET; 1 CV4.1 6 1/2" 1 / 2 SEEMINIMUM NOTE SAWCUT R -1/2" 5 1 2' 1 " 1/2" FULL DEPTH JOINT EXPANSIGN 10 DUMMY JOINT - -, __ ',// /' _ TR / PROP fR Mry grf gNSTIO w/OTy qS 4A c 0 N pR0Vf0 n v v a a a d v ° --- eRlVc rf O fC OF 0R/� fkg HMA DEPTH SHALL BE v v a _ y 4" FOR RESIDENTIAL ROADS Mq�g qT pR0 R=1 " AND 6" FOR ARTERIALS AND v n d COLLECTORS a v ° a ° PARALLEL A PARALLEL 8 PARALLEL CURB RAMP </iy f a v 0.05 FT/FT SEE NOTE 12 ° v 9 , WSDOT STANDARD PLAN F-40.12-03 Q _ ��� FULL DEPTH ev a c d c ° n n v EXPANSION 8 JOINT e° Q dv 0 v a d a v R=1 /2,: ED a 4 , e e 10, O.C. 5' O.C. EXPANSION /2 JOINTSEE a < e A CURB DRIVEWAY 30 '"_q)( VO4, LAN VIEW a TRANSITIONAL 4f4 (2 q/NIM�M (NOT SCALE) COMBINATION CURB RAMP DETAIL BELOW iCQ�R NFRCRgGf� Q 2" OF 5/8" 18 STANDARD 6" CSTC OR CSBC PER WSDOT MINUS CSTC 1' WSDOT STANDARD PLAN F-40.14-03 DRIVEWAY APPROACH q�) SEE NOTE 11 STD SPEC 9-03.9(3) 5' MIN MIN. 2% MAX � � � � CONCRETE CURB SEE NOTE 13 » » STANDARD TYPE A CURB/GUTTER (NOT TO SCALE] FULL DEPTH 1/2" EXPANSION CURB/GUTTER JOINT MATERIAL �� SEE COE STD i,� 2% MAX AND GUTTER, SEE / O \COE STD TR-520 DTL 6' TYP \ EXISTING PAVEMENT FULL DEPTH MAX 15' NOTES: DTL TR-520 _ 2' MIN 1/2" EXPANSION SAWCUT' 1, CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. ° a 1 /2" R ° v a a 4 1 /2 Q ��� JOINT 7 8 39 Mq I O 2�- ° 6" CURB X SIOPf jZ'J 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. a PERPENDICULAR A PERPENDICULAR PERPENDICULAR B CURB RAMP [f 2 3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. q, A WSDOT STANDARD PLAN F-40.15-03 3 SECTION A -A 4. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED EVERY 10 FEET. 2" MIN 5/8" MINUS CSTC ON SEE NOTES 4 & 5 DRIVEWAY CURB TRANSITIONAL DETAIL NATIVE SUBGRADE BEARING SOIL FOR CURB AND GUTTER OR VERTICAL CURBS 5. 6. FULL DEPTH EXPANSION JOINTS SHALL HAVE 1/2" WIDE PREMOLDED JOINT FILLER. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. SEE NOTE 9 SECTION VIEW NOTES (NOT TO SCALE) NOTES: 7. FINISH SHALL BE LIGHT BROOM. 1 /8" TO 1 /4" --;� _ _ 3 O CURB AND GUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK 1, CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. II PRIOR TO POUR. 8. CURB AND GUTTER SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR �� DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" 72 HOURS. 2. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. CSTC COMPACTED TO 95% MAXIMUM DENSITY. SINGLE DIRECTION A SINGLE DIRECTION A (MOD)SINGLE 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION JOINT TO EXPANSION JOINT, UNLESS 3. FINISH SHALL BE LIGHT BROOM. DIRECTION CURB RAMP O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. OTHERWISE DIRECTED BY CITY ENGINEER. DUMMY JOINT 4. SIDEWALK THICKNESS SHALL BE 4". (NOT TO SCALE) WSDOT STANDARD PLAN F-40.16-03 O 2' ASPHALT SAWCUT REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED WHEN EXISTING PAVEMENT WOULD ABUT NEW CURB/GUTTER. CONCRETE SHALL BE CLASS 3000. 5O 5. SIDEWALK THICKNESS AT DRIVEWAYS AND DRIVEWAY TRANSITIONS SHALL BE 6". NOTES: 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. REFER TO CITY STANDARD CONCRETE CURB AND 6O CURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE GUTTER DETAIL TR-520. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. USE WSDOT DETAILS FOR HORIZONTAL 0 LAYOUT, SLOPE. DETECTABLE ACHIEVED, MAXIMUM CURB TRANSITION LENGTH SHALL BE 15-FEET. 12. FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. WARNING SURFACE PLACEMENT. USE COE STD DTL TR-531 FOR ALL OTHER SPECIFICATIONS. O MAINTAIN 1/2" LIP AT GUTTER. WSDOT STANDARD SPECIFICATION 5-04.3(4) APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A, 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. SEE WSDOT DETECTABLE WARNING SURFACE STANDARD PLAN F-45.10-02 IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY. O 2 O FOR DETECTABLE WARNING SURFACE INSTALLATION ON ALL RAMP TYPES O INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. 13. CSTC SHALL BE INSTALLED UNDER HMA WHEN HMA SAWCUT IS REQUIRED. CSBC SHALL BE INSTALLED UNDER HMA . . 9NATIVE SUBGRADE BEARING SOIL AND CSTC SHALL BE COMPACTED TO 95% MAXIMUM DENSITY WHEN FULL ROAD RECONSTRUCTION IS REQUIRED. 10. ALL EDGES AND JOINTS SHALL HAVE 1/2" RADIUS O MUST INCLUDE A MIN. 4'X4' STREET LEVEL LANDING (MAX 2% SLOPE 10, FINISH SHALL BE LIGHT BROOM. ALL DIRECTIONS). 14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY. REVISION DATE REVISION DATE REVISION DATE - DRIVEWAY APPROACH APRIL 2021 REVISION DATE VERTICAL APRIL 2021 APRIL 2021 CITY OF EDMONDS CONCRETE SIDEWALK CITY OF EDMONDS CURB RAMPS SEPTEMBER 2023 CITY O F EDMONDS M O N D S PUBLIC WORKS TYPE I STANDARD CITY OF EDMONDSCONCRETE C 0 N C R ET E CURB -�` PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD - -- DEPARTMENT DETAIL _ PUBLIC WORKS AND GUTTER STANDARD DEPARTMENT DETAIL DEPARTMENT DETAIL J DEPARTMENT DETAIL = APPROVED BY: R. ENGLISH T R - 5 41 APPROVED BY: R. ENGLISH F S ,+ 189� APPROVED BY: R. ENGLISH T R - 5 31 Fs 9L APPROVED BY: R. ENGLISH T R- 5 2 0 f s t 9� a TR - 5 40 t. 18 1-Loop Wave Style Bike Rack - 3 Bike Capacity, Black s Upscale stylish look for downtown shopping and business districts. CONCRETE SIDEWALK 'n i OO SEE COE STD DTL TR-531 • For stadiums, parks and athletic fields. 1 CURB • 10-gauge steel with attractive powder coating. 1'-0"� • 2 3/8" diameter bar. • Mounting hardware included. 5'-0- MIN (TYP) _Z x PLANTER STRIP O to o WIDTH VARIABLE 4 I I SPECIFY COLOR: ao FILL AND COMPACT MODEL DESCRIPTION SIZE BIKE WT. PRICE EACH COLOR IN STOCK WITH SAND NO. L x W x H CAPACITY (M.) 1 3+ SHIPS TODAY (TOP 4" SAND, BOTTOM 32" CSTC) CONCRETE SIDEWALK H-2892BL 1-Loop 22 x 2 1/2 x 3,C 3 27 $230 $220 ■ Black 10 ADD UBR-1 ULINE BIKE RACK 8" PVC SLEEVE THROUGH SIDEWALK e 36" GRADE TO BOTTOM OF SLEEVE SET SLEEVE IN CSTC 30" GRADE TO BOTTOM OF POST NOTES: O LOCATION OF MAILBOX WITHIN THE RIGHT-OF-WAY SHALL BE APPROVED BY THE CITY. O MAILBOXES AND LOCK BOXES SHALL COMPLY WITH USPS REGULATIONS. O3 POST GIVING FIRM SUPPORT BUT NOT TO EXCEED 4x4 WOODEN POST (TREATED). O4 FOR MAILBOXES PLACED WITHIN PLANTER STRIP, FOLLOW COE STD DTL TR-582. ENGINEERING DIVISION REVISION DATE MAILBOX APPROVED AS NOTED JANUARY 201E CITY OF EDMONDS DETAIL 1 PUBLIC WORKS STANDARD c% � 12/12/2024 DEPARTMENT DETAIL L �s t 189� APPROVED BY R. ENGLISH T R- 5 8 0 HOME TECH 13608 SE 51ST PL BELLEVUE, WA (206)778 2431 �2 szzzs � �IS'CE� 1 S14NAL RESUB Sep 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0692 to N O 00 V / J Q U F_ Z z O W Q LLI W O W a. U O L = T i 0 z 0 Q � F_ p r N Z O F- M W L o LL = REVISI❑NS DATE DESIGN: Y S' DRAWING: H H, CHECK: Y. S, DATE: MAY 24, 2024 SCALE: AS SHOWN SHEET: 2 CV4.2 RETANN G DALE CALCU GTM L - type retaining wall RETAINING EARTH DEPTH 6-FT Date: May 24, 2024 8„ Project: 7103 HC TOWNHOUSE SEISMIC DESIGN GUARDRAIL MIGHT REQ'D Active 35 pcf medium dense to dense sand Wall high, H Passive 300 pcf medium dense to dense sand Footing. B Friction coef. 0.45 (footing/soil) Depth at passive side, D Soil unit weight 135 pcf below excation line Seismic lateral load 8 pcf, =H ° ground water unit weight 62.4 pcf Calculations ,a° Active driving force, #5 @12"O.C. Pa root'-- 210 psf active at root Pactive = 630.00 lb/If active driving force a p_, 1,.;, = 0.00 psf lateral live load, 100 PSFX0.3 Palive = 0.00 lb/If lateral live driving force o Pseismic= 288.00 lb/If Seismic lateral load ° #6 REBAR @6"O.C. Passive resistance. - a ° pt,_slae= 399.00 psf passive side ° Ppassive= 265.34lb/If Friction at bot. of footing: 12 "0 WIPE HOLE PIPES @3' O.C. Soil weight ws= 67.5 psf 0.5 ft, soil weight above footing wall weight: stem wall, ws= 600 psf ftng weight wf= 450 psf #5 REBAR @6"O.C. Friction, f= 502.88 psf Check sliding #4 REBAR @6"o.C. FS_sliding 1.93 > 1.2 OK Check over turning o a SOIL PAVEMENT FS_overturn 1.21 > 1.2 OK ° Design stern wall: tw = 8 inch, wall thickness tf = 12 inch, footing thickness ° 77 concrete unit weight g 150 pcf Load factor 1.4 Earth 1.6 Live Shear force, v 918.00 lb/If vu1 1285.2 lb/If -�- a ° a Bending M 2124.00 lb-ft/If Mu= 2974 lb-ft/If a a F � Concrete strength, fc 9 2500 psi - - a ' Shear reduction coef, pv 0.7 a ° 1,6 flextural reduction coef. Shear capacity, Ib/If: Flextural capacity: Reinforcement size, No Clear concrete cover RETAINING WALL TABLE WALL HEIGHT, H (FT) BASE WIDTH, B (FT) 6 4,6„ 4.5 3' 3.5 2'6" (�JRETAIIINIIING WALL ��J NTS oVn= 5712 lb/If c Mn= 3009 lb-ft/If 5 spaced at 2 inch > Vu, OK > Mu. OK See next sheet for detailed calc. 18 inch on center RCA R N G DALE R U N TOR CEM Ell T CALCU CT ON Project: L - type retaining wall (J)M, - Two Layers of Reinforcement Subject: 6 ft stern wall If the flexural design strength �M, just equals the required flexural strength M„ the criterion for design can be stated as Eft M.=OM. 3 ft where + = 0.9 and M„ is the nominal moment capacity of the cross section. 1.33 ft Mn can be expressed as M„=T,(d,-a12)+Tz(dz-a/2) t = 8 (inches) Ultimate Load, Mu = 3.00 (k -ft) By knowing: width of beam, b = 12 (inches) Working Load, M = 2.10 (k -ft) strength of concrete. fc' = 2500 (psi) rebar information first layer second layer strength of steel, f,., = 60 f ,-; = 60 (ksi) area of steel, As, = 0.2 A,1, = 0 (In.)` depth of beam, d, = 5.25 d2 = 0.00 (in.) then Minimum Reinforcement(ACI): Ai* fY = 0.470588 (inches) As.nin = {{3 .f clfy or 2001fy)'b,,,d) a - '-t (3N'fclfy)`b,,d = 0.2 b(0.85 f<) (200/fy)+b,,d = 0.2 12 (kips) C= 0.85f *a*b 1 (1 Notice cjtMr = 0.9M, = 54,15882 (kips -in) but less than 1.2Mr-r = 57.6 (kips -in) According to AASHTO, 9th Ed., Eq.(8-62) Flexural capacity, ItIliM,,, given as 36.10588 (kips -in} or 3.008824 (kips-ft) or 4.079965 (kN-m) d,, in. _ Design: Num. of bar Bar size A; A 1 st layer 1 414 0.2 60.00 2nd layer 0 A 0 = 60.17647 (kips -in) I J = 512 (inches) y, - hf2 = 4 (inches) modulus of rupture, f, = 7.5(f")1,2 fr = 375 (Iblin`) cracking moment, M,r 48 (kips -in) Alternative Reinforcement Bar size First layer Second layer Bar size {uscustomaryj Num. of bar Spacing. in. Num. of bar Spacing, in sott metn #4 1.00 12.00 0.00 #DIV/O! c 13 #5 0.65 18.60 0.00 #DIV/O! 1)16 #6 0.45 26.40 0.00 #DIV/O! 019 #7 0.33 36.00 0.00 #DIV/O! 022 #8 0.25 47.40 0.00 #DIV/O! 025 #9 0.20 60.00 0.00 #DIV/O! ifI29 #10 0.16 73.62 0.00 #DIV/O! 032 approx fs 1 26.4 ksi z = 141 kips/in or w = 0.012788 inch (use ll = 1.2) (I's is computed by simplified method with adjustment coefficient of 1/0.95) HOME TECH 13608 SE 51 ST PL BELLEVUE,WA98006 (206)778-2431 hometechwa@gmail.com 3 Via' Is SI4NAL RESUB Sep 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0692 to N O 00 Q J Ci) J o Q Z O Z LU Z Z 3 Q W W = F- W O W = = F- LU O r V ON Z ~ O O v� 0 =ti REVISI❑NS DATE DESIGN; Y. S' DRAWING; H. H, CHECKi Y, S, DATE1 MAY 24, 2024 SCALE; As Shown SHEET: CV4.3 -------------------I I1 �I 1 �I I I I I I 4�� TO DRAIN TOWARD�SP ROPOSED CB 407.34 l 407.14 I I \ / 1-6 - I a s0 cni 1 407.2 j�BUILDING FOOTPRINT cn /� y �407.2 cn 407.0 / I I o v / io o I 1 I 407.21 (I I co I � I 407.2 407.1 cn - N c o .w / 22 -0 0 ASP H LT Pcn VEME T v N / Lo 406 8 i 1 � � N 40 .48 I I EXISTING 406.+ o I v N GRADEcn o o I ° 00 I I 1 x N ow lI I UTILITY EASEMEN 406.111 I AF 8105070180 N N 1 I 406.31 I S D 2 1 I 406.31 TYPE 1 CB 1 cn `n I SD1 1 CLEANOUT RIM 406' RIM 405.8 0 4" IE (E IN): 404.3' 4" IE (S OUT): 404. T I v / #73 NSs V) P.CO NER ----=-.-- t 44 6--- 0 0 409 408.60 - 408.40 cn cn \' c 1 407.34 N 0 1 cn I I DOWNSPOUT CONNECTION, IE 404.5' I I FOOTING DRAIN CONNECTION, DR I IE 404.5' -F T8 P.CORNER 3 3 JREFS TO NOTE 5 FOR WALKWAY SLOPE DRAINAGE NOTES: 1. CONTRACTOR SHALL VERIFY RIM AND INVERT ELEVATIONS AND SHALL NOTIFY ENGINEER IF DIFFERENT THAN PLANS. 2. ALL DOWNSPOUT CONNECTIONS SHALL BE A MINIMUM OF 18" BELOW FINAL GRADE. 3. ALL STORM PIPES SHALL BE 4" PVC AND HAVE A MINIMUM SLOPE OF 2%, UNLESS OTHERWISE INDICATED. 4. INFILTRATION TRENCH SHALL BE PER DOE MANUAL BMP T5.10A.. PERFORATED PIPES SHALL BE FLAT. REFER TO SHEET SD2. 5. PROPOSED WALKWAY SHALL BE GRADED TO DRAIN AWAY FROM BUILDINGS AND TOWARDS VEGETATED AREAS WITH A GRADE BETWEEN 1-1.5%. 6. PROPOSED CATCH BASIN AND SUMP LIDS SHOULD BE FLUSH WITH FINISHED GRADE. REFER TO NOTES 3 6 co IVE �1/AY REFER TO NOTES 2 AND 3. � 406 I I � 36'x5'x4' i-- 41E (( INI 403.5' --- INFILTRATION TRENCH, o - REFER TO NOTE 4. v N 406 405.8 8' 13 8.5' 0000000 -.. 0 El0 ,_g„ .� U ... .:.:.:.•.�.•.:.:.:. Q co 18"X18"-30" P. CORN ER 19.5 •• • • • • --TALL PEDESTAL g 05.4 • • •" - -• • •- ' • ••'•• ` •- ` :•:• EX F.H. TO BE RETAINED 4Q5.4`%4 Wa N CB I X-� `� J �P--CORNER w , RIM 405.34 w 1wi V) W I w 40�. w a III 1 a'I 1 IE (12"N) 402.09 SD SD SD-� Srn�„,;(;H; SD SD - !" w a wl -' WE „ p� o IE (12"S) 400.40 D SDI S - �" - W N w w - w IE (12"E/W) 400.39 SD3 CABI�/FIBER z c� SD- SD- SD- 6 _ ) cn SUMP W/SOLID LID, cor�M. Box SD SD- SD- SD-L- SD PROPOSED RIM 405.9 UNDERGROUND 4" IE (N IN): 404.0' // // CB TYPE1(SOLID LID) POWER LINE BYcn B4 IE (E OUT): 403 RIM 408.59 PUD DESIGN U' RIM405.40 12"CONC E IE 402.73 REFER TO NOTES 8c 6 )V- 12"CONC W IE 403.30 12"GONG W IE 402.67 c / / cn 12"CON C N IE 403.24 coo - - _ / `n cn (PROJECT REFERENCE DATUM) - - / - PROPOSED 2 OTH ST Sw BLUE REFLECTO�REFER _ UNDERGROUND co WA-100/SHEET CV,6.2 c, COMMUNICATION I \ U) V) CABLE LINE BY I D R A A G E PLAN \\ ZIPLY FIBER/ I \ o COMCAST DESIGN � I to 0 5 to zo \\ SS SS SS 0 SS S S SS SS SS SS SS SS SS �- SS SCALE: 1" = 10' \ \ \ SS SS SS SS SS SS SS SS SS SS ACCEPTABLE TIGHTLINE MATERIAL: SDR 35 SCH 40 N-12 F810 HANCOR D2729 LEGEND ® FOUND MONUMENT AS NOTED SET 24" X 1 /2" REBAR WITH "LS CAP STAMPED 32441" FOUND MAG AND WASHER AS NOTED ® FOUND IRON PIPE OR REBAR AND CAP (RBC) AS NOTED ® WATER METER >a WATER VALVE FIRE HYDRANT 90D UTILITY POLE UTILITY POLE WITH LIGHT I GUY ANCHOR MAILBOX SIGN GATE POST u TYPE I CATCH BASIN (!) STORM DRAIN MANHOLE ❑® STORM DRAIN CLEAN OUT 0 SANITARY SEWER MANHOLE F1 SANITARY SEWER CLEANOUT X FENCE (TYPE NOTED) c GAS SD STORM DRAIN W WATER P OVERHEAD UTILITIES -SS SANITARY SEWER LOCUST (-L) ® CEDAR (-C) FIR (-F) PINE aASPHALT CONCRETE CATCH BASIN (CB) DIRECTION OF FLOW ° CLEANOUT 0 CB SUMP - - UNDERGROUND POWER - -uo- - - UNDERGROUND COMM. LINE o HUNTER PROS-06-PRS30 TYPE 2 LANDSCAPE TYPE 3 LANDSCAPE GREEN STRIP RAMP CONC. PAVER © 2'X2' STEP STONE HARD SURFACE AREA (PROPOSED BMP BUILDING FOOTPRINT 4,884 SF FULL INFILTRATION DRIVEWAY 3,133 SF FULL INFILTRATION WALKWAY 855 SF SHEET FLOW APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED j 2/12/2024 BY: CITY ENGINEERING DIVISION SH FINE CONSULTING 13608 SE 51 st PI Bellevue, WA 98006 (425) 444-9740 'S� yZ 5 Ip�L 09/25/24 RESUB Sep 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0692 to N O 00 Q 0 Z O F - W F LU W O � a =_ Z F- O � 0 N O H M vcn m REVISI❑NS DATE DESIGN; J.S. DRAWING; K.A.F. CHECK J.S. DATE1 SCALE; SEE PLAN SHEET: CV5. 1 APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED � 12/12/2024 BY: CITY ENGINEERING DIVISION UNDERDRAIN PIPE w I z� DWI I W , I I 5 w � r(MIN)0 — — INFILTRATION TRENCH —7 EXTENTS 4" (MIN) DIA. OBSERVATION WELLS SPACED 25' APART (MAX), 1 WELL (MIN) PER TRENCH CLEANOUT TYPE 1 OR 1—L CATCH i D BASIN W/ SOLID LID PER CITY STANDARD DETAIL SD-303 OR SD-304 GUTTER --------J ­4 5' (MIN) z 10' (MIN) U j PROPERTY LINE/EASEMENT PLAN NTS n 1211 . . . . . . ■ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PERFORATED PVC UNDERDRAIN PIPE J PER WSDOT SPEC. 9-05.2(6), LAID LEVEL, SEE NOTE 5 100' (MAX) REFER TO CV5.1 PRnF11 F PLASTIC BOX MARKED "DRAIN" N TS TEST PLUG OBSERVATION -' WELL, SEE NOTE 3 WASHED DRAIN ROCK. SEE �C NOTE 2 � GEOTEXTILE, n SEE NOTE 1�So0 _ 2' (MIN) SEE NOTE UNCOMPACTED NATIVE MATERIAL, SCARIFY 3" (MIN) D 4,�, s t 189v 3' ' E StC; I IUN A NTS - LEVEL 6" (MIN) COMPACTED BACKFILL 1' (MIN) ABOVE SEASONAL HIGH GROUNDWATER TABLE OR HYDRAULICALLY RESTRICTIVE LAYER CITY OF-EDMONDS PUBLIC WORKS DEPARTMENT 12" MIN —I I ROOF ?l ROOF DOWNSPOUT BUILDING 4" (MIN) PVC DRAIN 6" (MIN) PIPE PER WSDOT SPEC. 9-05.1(5), 12" (MIN) MAINTAIN POSITIVE SLOPE REMOVABLE PUSH -ON PVC TEE PVC DRAIN PIPE GENERAL NOTES: 1. REFER TO THE 2022 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 13) AND INFEASIBILITY REQUIREMENTS. 2. MIN COVER DEPTHS ASSUME NO VEHICULAR LOADING. DESIGNER TO SPECIFY COVER DEPTHS IF VEHICULAR TRAFFIC ANTICIPATED. NOTES: 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. 4. MAXIMUM WIDTH SHALL BE 4 FEET TO MEET MINIMUM REQUIREMENT NO. 5 (SEE EDMONDS STORMWATER ADDENDUM). 5. 4 INCH DIA. PERFORATED PIPE FOR 2' TO LESS THAN 3' WIDE TRENCH. 6 INCH DIA. PERFORATED PIPE FOR 3'-4' WIDE TRENCH. REVISION DATE TYPICAL ROOF DOWNSPOUT sePreMeeR zoza INFILTRATION TRENCH STANDARD D ETAI L APPROVED BY: R. ENGLISH SD-636 1 H FINE CONSULTING 13608 SE 51st P1 Bellevue, WA 98006 (425) 444-9740 SHFINECONSULTING @GMAIL.COM �F WAS�I 52183 2Pi S`SIONAL �C�1 05/30/24 RESUB Sep 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0692 to N O 00 O Q C 0 Z O U) W J Q W cl) H iJ) W � � o O � W = _ � Z o Q � r- z ON Q H M O = ti REVISI❑NS ■ RIM 405.34 E (12"N) 402.09 IE (12"S) 400.40 IE (12"E/W) 400,39 0 CONC WALL co V) 0 0 N co CONCIWALL TOP 12.0 CONC WALL TOP 9MO.0 SQ Sp � Cn o N V) 0 o V o I � I o � � 0 o o N u� o o C/) o N o o co UTILITY EASEMEN Q AF 8105070180 o N \W Wo 0 0 o � o o V) P.CORNER g N 05.4 b I I 0 M V)< WW ? N W 1-1>4- W � SD SD SDSp SD- L SS Ss Ss SS - CB TYPE1,RIM 405.40 12"CON C E IE 402.73 12"CON C W IE 402.67 409 408.60 - 408.40 5 -FT CONC R TANG WALL, SHE va. C.O. RIM 407.25,(c IE 404.00 407.34 407.34 - -IE403.93 �407.14 I I I I I I 407.2 IE402.96 _ 407.2 V47.0 - I 407.2 IE401.98 4"0-10' 407.2 I 407.0 I 2�,_0„ ASPHALT IP VEMENT _ I 406.68 N I IE401.01 406 48 4"0-10' 0 E 401.00 I_ 406.68 iU) �CL 0 U) o I°` C I c o (D > 0 w I 406.111 4"0 -12' 399_94 12' f399.86 406.3114 406.31 I� Ic I DROVEWAY 406 I t 406 I I I I 405.8 ,------------------ C. 0. 1 o�UILDING FOOTPRINT IE403.20 W' SDR35 SEWER PIPE ALL PIPE CONNECTIONS FROM THE C.O. BUILDING CLEANOUTS TO THE SITE T IE402.22 SEWER MAIN WILL BE 4" SDR 35 WITH A LENGTH AS INDICATED. I I C.O. I IE401.27 C.O. IE400.24 C.O. IE400.16 BDCVA, SEE PLAN 1 /L3 FOR DETAILS I- - - - - - - - - - - - - - - - - 4 0,54° Jx a ° 40 .,4 ° . w w, D SD SI V CB TYPE1 Cn rn r u m s e' l 'I' �♦ . Off° ►• ' �u►L --' 18"X18"-30" ALL PEDESTAL EX F.H. TO BE RETAINED P.;CORNER WEW RAMP q; DI 2 CONC SDI SDI RIM 405.40 12"CONC E IE 402.73 12"CONC W IE 402.67 ci v, 6"C.O. RIM 405.4 CLEANOUT TO BE INSTALLED ON IE398.25 IN A 12" CAST IRON ROW SIDE OF PROPERTY LINE PER LAMPHOLE & COVER CITY STANARD DETAIL SS-200 WITH A PICK HOLE coo (PROJECT REFERENCE DATUM) - - 210TH ST SW (E) 6"PVC SEWER PIPE (TO BE VERIFIED & SUBJECT TO INSPECTION) LATERAL TO BE INSPECTED BY CITY PW � DEPT TO DETERMINE IF IT CAN BE RELINED ss SS_ s ss SS ss ISS OR IFSREPLACEMENT IS REQUIRED. 1 - INSTALL 4" STORZ ADAPTER PER CITY STANDARD DETAIL w LEGEND ® FOUND MONUMENT AS NOTED SET 24" X 1 /2" REBAR WITH "LS CAP STAMPED 32441" FOUND MAG AND WASHER AS NOTED ® FOUND IRON PIPE OR REBAR AND CAP (RBC) AS NOTED ® WATER METER WATER VALVE FIRE HYDRANT UTILITY POLE I UTILITY POLE WITH LIGHT GUY ANCHOR ® MAILBOX -� SIGN GATE POST 13 TYPE I CATCH BASIN O STORM DRAIN MANHOLE ❑® STORM DRAIN CLEAN OUT 0 SANITARY SEWER MANHOLE 2 SANITARY SEWER CLEANOUT X FENCE (TYPE NOTED) G GAS SD STORM DRAIN W WATER P OVERHEAD UTILITIES SS SANITARY SEWER LOCUST (-L) ® CEDAR (-C) FIR (-F) >� PINE ASPHALT CONCRETE CATCH BASIN (CB) ► DIRECTION OF FLOW ° CLEANOUT 0 CB SUMP - -uc- - - UNDERGROUND POWER - -uc- - - UNDERGROUND COMM. LINE o HUNTER PROS 06 FRS30 TYPE 2 LANDSCAPE TYPE 3 LANDSCAPE ## GREEN STRIP RAMP CONC. PAVER 0 2'X2' STEP STONE S -- SDI SDI SDI SDI SD EXIST WATER METER TO CB TYPE1(SOLID LID) BE USED FOR IRRIGATION * An irrigation sprinkling registration shall be obtained RIM 408.59 6-NEW +1-EXIST(TO BE UPGRADED) from Public Works Cross 12 CONC W IE Connection 403.30 ALL 1" WITH 1.5" PEX PIPE W TRAC R WIRES, 6 UNITS W/ WATER & Control Specialist - Jeff 1 2 'CON C N IE 403.24 SPRINKLING, AND 1 IRRIGATION METER*. Koblyk. Phone: co WORKWITH CV6.2 PLAN FOR DETAILS 425-771-0235 or email -(` jeff.koblyk©edmondswa.gov. L BLUE REFLECTOR, REFER - WA-100/SHEET CV6.2 c - W T Y W 0UTILITY A ER �C SAN I TAR SE ER1, 10' ° 5' 10' z°'co 1APPROVED FOR CONSTRUCTION 0 SCALE: 1" = 10' CITY OF EDMONDS - Ss Ss ss Ss Ss Ss SS SS--(j SS SS cS a c ENGINEERING DIVISION DATE: APPROVED AS NOTED c� 2/12/2024 BY: CITY ENGINEERING DIVISION HOME TECH 13608 SE 51ST PL BELLEVUE, WA 206 778 2431 hometechwa@gmail.com S� �F 1YASxr��,�� 32229 �Is Sj4NAL RESUB Sep 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0692 N 0 CID J C W Z O W 0 LU Q LU Z M H a o Cl) Cn Z T i � Z F- O r w pN U r REVISI❑NS DATE DESIGN; Y.S. DRAWING; H.H. CHECK Y.S. DATE1 SEPT 19, 2024 SCALE; 1' = 10' SHEET: CV6.1 I 4S• PROPERTY LINE O FINISHED GRADE R.O.W. Ll a' METER SUPPLIED BALL VALVE j - - - - - - --------- Li C C Li K DIRECTION 4A OF FLOW ID J I MATERIAL LIST: ALL 1" SERVICES TO BE TYPE "K" SOFT COPPER TUBING OA OB 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) CO DUAL PURPOSE UNION OD MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-4440 FOR 1" WHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL E PURPOSE UNIONS UN 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 OF 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S GO IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID HO FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT 124 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 1 O WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) O 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 O 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. REVISION DATE CITY OF EDMONDS 1 " WATER SERVICE JANUARY 2021 & PUBLIC WORKS (FOR 3/4" 1 " METERS) STANDARD NONE DEPARTMENT DETAIL APPROVED BY: R. ENGLISH WA-130 MENEM z J RESIDENCE w a 0 CLEANOUT a WITH 45' BEND AND 2' CAP CLEANOUT (MAX) (NP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR 12" f r FINISHED GRADE Z a W w 3 w 0) z w X M w w a 0 a 3 Of a 0 , 12" LOCKING COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) `- WATER TIGHT CAP LEVELING COLLAR 1 SEE NOTE 4 45' RISER 12" PVC SLEEVE 45' 6" RISER u'• 6" WYE AND 6" CITY STUB 4" OR 6" SIDE SEWER J 45' BEND GENERAL CLEANOUT DETAIL 4" OR 6" J SIDE SEWER CLEANOUT DETAIL 12" LOCKING COVER AT PROPERTY LINE/CITY EASEMENT SEE NOTE 3 Li W � w LEVELING COLLAR NOTES: o SEE NOTE a I . SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE a a C5 L ASPHALT SURFACE GASKETED. 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. /j \ \ 3. SEWER CLEANOUT TO BE 12" CAST IRON CLEANOUT COVER WITH 1/2" HEX BOLTS AND A PICK HOLE. EAST JORDAN SLEEVE 1 FOOT LONG 12" PVC IRON WORKS PRODUCT #00366102 OR APPROVED EQUAL. 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 . IN ROADWAYS PER COE STD DWG GU-424 OR APPROVED EQUAL) • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" TYPICAL CLEANOUT DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP UNDER ASPHALT OR CONCRETE CONCRETE COLLAR FRUA20 REVISION ORY DATE E23 CITY OF EDMONDS SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL F3 t . 189v APPROVED BY: R. ENGLISH S S - 2 0 0 oury I� BLIND FLANGE BLIND FLANGE OR SMALLER SIZE PIPE C b I � B TEE W PLUG b C 90' BEND d D 22-1 /2' BEND 1 1 -1 /4' BEND NOTES: 1. BEARING AREA OF CONCRETE THRUST BASED ON 200 PSI PRESSURE AND SAFE SOIL. BEARING LOAD OF 2,000 POUNDS PER SQUARE FOOT. 2. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZES, PRESSURES, AND SOIL CONDITIONS. PLUG [a1w THRUST BLOCK TABLE MIN BEARING AREA AGAINST UNDISTURBED SOIL SQUARE FEET MIN DIST (IN FEET) PIPE SIZE A B C D E b d 4" 3 1 1 1 1 1 0.5 6" 4 4 2 1 1 1 0.5 8" 7 6 4 2 1 1.3 0.7 10" 11 1 10 1 6 1 3 1 2 1 1.6 1 0.9 12" 16 14 9 5 3 1.9 1.1 16" 29 25 1 16 8 4 2.6 1.4 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MINIMUM OF 1/4 SQUARE FOOT BEARING AGAINST THE FITTING. 4. THRUST BLOCK SHALL BEAR AGAINST FITTINGS AND UNDISTURBED SOIL. FITTING SHALL BE WRAPPED IN POLYETHYLENE FILM BEFORE PLACING CONCRETE. 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL TEST PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATIONAL PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. BLOCKING MAY BE REDUCED WITH USE OF RESTRAINED JOINTS ADJACENT TO FITTINGS. 7. CONCRETE SHALL NOT COVER FITTING BOLT AND NUTS. _AIL CITY OF EDMONDS CONCRETE THRUST JANUARY 2018 BLOCKING PUBLIC WORKS STANDARD DEPARTMENT DETAIL ``St 159� APPROVED B'T- R. ENGLISH WA- 150 w zWW Z J O Z a0 W a w oa< 10<� �naaOf Qom (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4" TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADE. 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 GRADE. w Z J a LOCKING CLEANOUT COVER PER COE STD DTL SS-200 a 0' F 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX 22.5' OR 45' BEND 6" TEST TEE 6" WYE/6" ROMAC SADDLE SEE NOTES 1 AND 2 POSSIBLE SEWER MAIN LOCATION 22.5' OR 45' BEND 6" TEST TEE 6" TEE POSSIBLE I SEWER MAIN LOCATION NOTES: WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED. PLACEMENT OF TEE SHALL DEPEND Oia 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 SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. 3. BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 4. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. 5. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. `St. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT NEW LATERAL SEWER FOR EXISTING SEWER MAIN PIPE APPROVED BY: R. ENGLISH REVISION DATE FEBRUARY 2023 STANDARD DETAIL SS-202 MOUNT HYDRANT PLUMB PROVIDE 3' MINIMUM CLEARANCE AROUND HYDRANT ��4'STO�RZADAP�TER ' _ DOUBLE SIDED BLUE ROAD 1/2" EXPANSION RAISED PAVEMENT JOINT MATERIAL-- 18" MIN-24" MAX MARKERS 4" MIN-6" MAX ABOVE FINISHED ALIGN VALVE BOX EARS GRADE PARALLEL WITH THE 3' x 3' x 3.5" FINISH GRADE WATER LINE IT SERVES THICK CONCRETE 44" � f PAD AROUND HYDRANT FL x MJ 6" R.W. CAST IRON ADJUSTABLE 1 CY 1-1/2" WASHED GATE VALVE VALVE BOX TEE WITH ROCK. 1' MIN ABOVE RESTRAINED JOINTS FLANGED FLANGED DRAIN HOLES AND \ MEGA -LUG OR CO NECTION CONNECTION AROUND HYDRANT TO EQUAL FROM FOR HYDRANT BOTTOM OF DITCH LINE. HYDRANT TO VALVE VALVE COVER TOP AND SIDES (TYP) WITH MIRAFI 160N OR ,--THRUST BLOCK APPROVED EQUAL. j %j 10 MIL PLASTIC UNDISTURBED EARTH �� /���� 1 - BETWEEN BLOCK &TEE 12"x12"x4" CONC. BLK. 12"x12x4 2" MIN CONIC BLK CLEARANCE HYDRANT CONNECTION PIPE TO BETWEEN BE DUCTILE IRON CLASS 52. a BLOCKING ANY INTERMEDIATE JOINTS TO BE AND RESTRAINED BOLTS L THRUST BLOCK NOTES: ��j I 1. HYDRANTS AND ALL MATERIALS TO BE IN ACCORDANCE WITH CITY OF EDMONDS APPROVED MATERIAL MODIFICATIONS LISTINGS. 2. CONSTRUCT 3' X 3' X 3.5" THICK CONCRETE PAD AROUND HYDRANT PIPE. HYDRANTS SET IN CONCRETE REQUIRES AN EXPANSION STRIP AROUND HYDRANT BARREL. IN ADDITION, THE INSTALLATION OF THE HYDRANT ON PRIVATE PROPERTY SHALL EQUAL OR EXCEED STANDARDS SET FORTH FOR THE INSTALLATION OF PUBLIC FIRE HYDRANTS IN THE CITY OF EDMONDS. 3. ALL HYDRANTS SHALL HAVE A 6" MECHANICAL JOINT (MJ) BASE. TRAFFIC MODEL PROVIDED WITH (2) 2-1/2" HOSE NOZZLES AND (1) 4-1/2" NATIONAL STANDARD THREAD (NST) PUMPER NOZZLE WITH 4" STORZ QUICK COUPLING ADAPTER. 4. PUMPER PORT SHALL FACE THE STREET OR ROADWAY FOR FIRE ENGINE ACCESS. 5. THREE FOOT MINIMUM LEVEL CLEARANCE SHALL BE MAINTAINED AROUND HYDRANT WHEN PLACING LANDSCAPING. 6, FIRE HYDRANTS SHALL BE PAINTED SAFETY YELLOW BRAND: KELLY MOORE (1700-63 SUNBURST YELLOW) OR APPROVED EQUAL. 7. RAISED PAVEMENT MARKER TO BE PLACED 4" FROM PAVEMENT C/L OR PAINTED LINE ON HYDRANT SIDE OF ROAD. 8. FIRE HYDRANT LOCATION SHALL BE SHOWN ON THE PLANS AT A LOCATION APPROVED BY THE CITY ENGINEER. REVISION DATE CITY OF EDMONDS JANUARY 2018 FIRE HYDRANT ASSEMBLY _ PUBLIC WORKS STANDARD DEPARTMENT DETAIL =+ APPROVED BY- R. ENGLISH WA- OO (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4" TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADE. 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 GRADE. w) z J a LOCKING CLEANOUT COVER w PER COE STD DTL SS-200 zwW J > W o? _z m0 . CIL Waw 0 n. Q look Lo Of < a oo co 6" TERAL SEWER SLOP - 2% MIN TO 50% MAX 11 22.5' OR 45' BEND 7 6" W'rL/6" RUMAC SADDLE SEE NOTES 1 AND 2 POSSIBLE SEWER MAIN LOCATION 22.5' OR 45' BEND 1 6" TEE POSSIBLE SEWER MAIN LOCATION NOTES: 1. IF NEW MAIN IS BEING INSTALLED OR M IS BEING REPLACED, SERVICE CONN TION TO THE MAIN SHALL BE DON; WITH A WYE AND A 1 /8 BEND. WYE S ALL BE AT A 45 DEGREE ANGLE FROM PI SPRINGLINE. 2. IF CONNECTING EXISTING PRIVATE S E SEWER TO NEW CITY LATERAL, ACONCRETE/P STRONGBACK FERNCO RC SERF'- OR ROMAC COUPLING SHALL BE ED AND SECURED PER MFR'S INSTRUCTIONS. 3. BORING OF SERVICES WITHIN GHT OF WAY IS NOT ALLOWED. 4. SEWER PIPE SHALL BE SD 35 AND JOINTS SHALL BE GASKETED. 5. IF STUB FOR FUTURE D ELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED �o CITY OF EDMONDS PUBLIC WORKS DEPARTMENT NEW LATERAL SEWER FOR NEW SEWER MAIN PIPE APPROVED BY: R. ENGLISH HT PLUG ISION DATE FEB UARY 2023 STAN A D ETA SS-20 I STREET -SIDE NOTES: APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION pATE; APPROVED AS NOTED 2/12/2024 r �Y an EPMEEFAW avrsloN GRIPPER PLUG SEE COE STD DTL SS-200 COLLAR 4" ABS/PVC INSERT PIPE' FLAPPER/ASSEMBLY FLAPPER CLEAN SEE C DTL S 6" ABS/PVC FEMALE ADAPTER 6" ABS/PVC RISER PIPE' 6" SIDE SEWEf VALVE BODY FLOW HOUSE -SIDE ' BOTH RISER PIPE AND INSERT PIPE CAN BE EXTENDED -CONTACT MANUFACTURER. 1. THREADED PLUG, FEMALE ADAPTER, INSERT PIPE, AND RISER PIPE MAY BE SUPPLIED BY OTHERS. 2. BACKFLOW PREVENTER SHALL BE LOCATED FROM HOUSE BETWEEN 2' TO 4', 3. BACKFLOW PREVENTER VALVE SHALL BE A CLEAN CHECK, INC. MODEL #: EBV-P401 OR EQUIVALENT. 48yv CITY OF EDMONDS SIDE SEWER BACKFLOW PREVENTER PUBLIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL SS-21 1 HOME TECH 13608 SE 51ST PL BELLEVUE, WA (206)778 2431 S 0 �,� 32229 �" DISC X SIGNAL RESUB Sep 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0692 O N J Q� W U) U.1 Z 0 W Lu Lu U) Z Q 0 cn T i 06 Z 1IM-NN O TOMw 0 N O TOM REVISI❑NS DATE DESIGN: Y S' DRAWING: H H, CHECK: Y, S, DATE: JAN 25, 2024 SCALE: AS SHOWN SHEET: 2 CV6.2 s3 ss\�� s S� HOUSE #7113 2 -10" �02„-20' STREET LIGHTING All exterior lighting must be shielded in order to avoid off —site spillage. 9 9 P.CO NER—��IVTT4.:1o' P.CORNER 8 BOLLARD LIGHTS AT THE ENTRANCE AND ALONG THE EAST SIDEWALK: 440--- --= -- :. BLAZE 42" HIGH DARK BRONZE 5000K Q. _ — T82,r-L W W LED SQUARE BOLLARD LIGHT —STYLE #160A1 N — — — — — — �10'-0" 6 MOTION SENSOR SECURITY LIGHTS: 409 408.60 I I H TWO —LIGHT BRONZE 180—DEGREE, MOTION SENSOR SECURITY LIGHT , 408.40 I ® Fire Separation �y: W I I II EACH MOUNTED 7 ABOVE EACH UNIT GARAGE FLOOR, AND PROJECTED A A--__--1 e.,:: DOWNWARD ONTO THE SITE W o I I I cn _ _407.34— _ I ® ° B. LIGHT-8 `M.S.S. LIGHT-6 0 _ 1 I �, 3'MIN I 10'-0" 407.34 407.14 I I Fire Separation I 1 � I Is•a I � 1-6---J I�---�JGR-�-- (0 ISO, 407.21 j�—BUILDING FOOTPRINT 1' ; ' LIGHT— Cn aratione M.S.S. LIGHT-5 Frie I ' - - p o / 11407.2 407.01 a 1 la' I IF — I 407.21 I 1 °•.• • 1 Y 1 B. LIGHT-6 I .. I a-: -:• I 10 —0 _� II JJr- M.S.S. LIGHT-4 1 ° . Fir Separation � 11407.2 407. i 1Cn I 1 i �. .: • 22'-0„ 1 SEE NOTES 2 FOR / ,q — — 1 VERTICAL SEPARATION, �'. m Cf)/ ��HALT P VEME T - - TYP :.I; - • s / 406.68 I 1 • 3 II LO II N 406.8 I I 1- �. • >I d ' _ M.S.S. LIGHT-3 1 1` :• '- •I B. LIGHT— / II �5 EXISTING I406.68 � I 1 � .: �a 10 —0 II I Fire Separation N ' o GRADE II o -�°0 1 CABLE/FIBER COMM. CONDUIT i Via` . II cn - 11 o0 T II x I 1 1• . � L `� -- o w 1 i• B. LIG1 I I 23'-3„ 1 UTILITY EASEMEN 406.11 AF 8105070180 ire Separation L-- M.S.S. LIGHT-2 1 <le.. • • ` I 10 — 0„ o N 06.31 1 • I 106.31 I 1 ; • I Fire Separation � `� 1 I i 1 , ,:•• I TREE BDCVA, SEE VPROTECTION cn 1 1 PLAN 1 /L3 1 1 1 N ; DRIVEWA1j I FOR DETAILS 1 I/ o � 6 4a—L 1 �IIr QM.S.S. LIGHT-1 I -1= — — 1 ----- ` PROP ED POWER v VAULT/)BOX 06 40k8ETER F 1 It G —3 (FLUB TO THE 0 IG ! 0 L T GRAD & TO BE 3'MIN. \\ • • •Cn I/ -., 18"X18"-30" P.CORNER B. LIG —1 3'MIN. \ '�•' :. STALL PEDESTAL Cn g 05�4 •' •'''• ' •- `...: O EX F.H. TO BE RETAINED o Nv // 0 4U5.4 cn I �` �� • 40 P�CORNER w II X� 1 W w V W 40 .4 w a aXo 6 I► 1el 1 SD SD SD SID a H/ w a W 'yV I�E ,� D o SD SD 8 W /D� SDI S _ _ 1 W VV W — W — 6- Cn`�/ CABV�/FIBER SDI SDI S sD� I � /# CONAM. BOX SDI SDI SD �� PROPOSED // SD UNDERGROUND o f Cn // // co POWER LINE BY CO / * An irrigation sprinkling PUD DESIGN Cn/ / registration shall be obtained a9 / 6—NEW +1—EXIS TEO BE UPGR DED from Public Works Cross / ALL 1" WITH 1.5" EX PIPE WRAC R Connection Cf)/ WIRES, 6 UNITS W/ WATER & / Control Specialist — Jeff Cn 0— &/ SPRINKLING, AND 1 IRRIGATION METER. Koblyk. Phone: Cn DRY UTILITIES IN ROW TO Cn // — — / 425-771-0235 or email 2 OTH ST SW eff.kobl k@edmondswa. ov. BE APPROVED UNDER /� PROPOSED � � y g — UNDERGROUND BLUE REFLECTO�REFER SEPARATE PERMIT. c 1 WA-100/SHEET CX6. Cn / COMMUNICATION CABLE LINE BY �� D RY UTUTIES- ZIPLY FIBER/ 10, 0 5' 10' 20' \ o COMCAST DESIGN � \ U) ss SS S SS SS S SS SS Ss SS SS SS Ss SS SS SS SS SCALE: 1" = 10' \ \ \ S SS S SS SS SS SS—'K— SS cc E B. LIGHT — TECH LIGHTING ARKAY 36"H BLACK 3—LED LANDSCAPE BOLLARD LIGHT —STYLE #81K03 (}, POSSINI EURO RIDGELAND BLACK V�J RECTANGULAR OUTDOOR WALL LIGHT MOUNTED 7' ABOVE GARAGE FLOOR a- a� LEGEND ® FOUND MONUMENT AS NOTED SET 24" X 1 /2" REBAR WITH CAP STAMPED "LS 32441" FOUND MAG AND WASHER AS NOTED ® FOUND IRON PIPE OR REBAR AND CAP (RBC) AS NOTED ® WATER METER >a WATER VALVE FIRE HYDRANT 90-) UTILITY POLE - UTILITY POLE WITH LIGHT GUY ANCHOR MAILBOX SIGN GATE POST TYPE I CATCH BASIN O STORM DRAIN MANHOLE ❑® STORM DRAIN CLEAN OUT 0 SANITARY SEWER MANHOLE 2 SANITARY SEWER CLEANOUT X FENCE (TYPE NOTED) G GAS SD STORM DRAIN W WATER P OVERHEAD UTILITIES SS SANITARY SEWER LOCUST (-L) ® CEDAR (-C) 69 FIR (-F) PINE ASPHALT CONCRETE CATCH BASIN (CB) ► DIRECTION OF FLOW ° CLEANOUT 0 CB SUMP — —uez — — UNDERGROUND POWER — —uw- — — UNDERGROUND COMM. LINE o HUNTER PROS-06-PRS30 TYPE 2 LANDSCAPE Ll TYPE 3 LANDSCAPE ##,## GREEN STRIP ER RAMP CONC. PAVER © El 2'X2' STEP STONE DRY UTILITY NOTES: 1, A 3—FT HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER SERVICE AND ALL DRY UTILITIES. 2, A MIN. 24" VERTICAL SEPARATION IS REQUIRED BETWEEN UNDERGROUND POWER AND THE SITE SEWER MAIN CROSS. * WORK WITH CV7.2 PLAN FOR DETAILS APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED __V/12/12/2024 BY: CITY ENGINEERING DIVISION HOME TECH 13608 SE 51ST PL BELLEVUE, WA 206 778 2431 hometechwa@gmail.com �G �0?st S� �F 1YASxr��,�� ' � 32229 ASTER � S10NAL RESUB Sep 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0692 N 0 CID U) 0 Z O W 3 W w 0 J Z H 0 r ON H r REVISI❑NS DATE DESIGN; Y.S. DRAWING; H.H. CHECK Y.S. DATE1 SEPT 19, 2024 SCALE; 1" = 10' SHEET: CV7.1 Typical joint utility trench with primary voltage cable on a private property NTs PRIMARY M%" GABLE DIRECT BURIED OR D13120 CONDUIT INSTALLATION ROADSIDE 19 _ 24" WN TYPICAL E MAWATED MT P%1 FN�II GRADE MIN Cmr 48 MAX PHOW s Tv 17 Mt.. SEPARATION bALAIFILL FOR DO120 CONDII[TiDIRECT BURIED GABLE = ROCKS OVER 1 D' OIAMETERI 6' DR 12' OF SJWEL 5,18' Mk%US, OR CLEAN BACKFILL SHADING • [i :Ti4AM 114a J111%;�ei PRIMARY POWER CABLE DIRECTLY BURIED OR IN PSE-PROVIDED GRAY DB120 GRADE DONDUIT PRIMARY POWER CABLE SCHEDULE 40 CONDUIT INSTALLATION ROADSIDE F 01 GiiADE y. f� - 35- W Com w MAX PRIMARY POWER, MAINLINE GAS, AND COMMUNICATIONS RQA0610E FINAL GRADE T_ 7 36 Wry � pOVSi'� Il X 0- GAS COMMUMCATIONS t8' 24- MN TiP1('.A! T4 EXCAVATED 04RT PILE 12' 16'.. . SEPARATION PHONE dn J 24 MIN TYM� PMM, G", AIM CtIMI1WMCA,TXG11tS E70CAVIATED► 'do1� WT PU �� 24' SEPARATKNI 11111 cr MR E ARIrnON SENAMMM - BACKiiL {NO ROCKS OVER 10' DIAAIETEM 6- OR 12' SAIW SHADING AFTER COMWTION o z 4U BEDONG PRIMARY POWER CABLES OR CONDUIT 1 �- BACKFII L FOR r SCHEDULE 40 00NOUIT (NO RDCKS OVER 10' DIAMETERI I PRIMARY POWER CABLE IN CLISTOMER4410VM SCHEDULE 40 CONDUIT PRIMARY Pr'RNER AND MAINLINE GAS 24' MIN EXCNiATED =T PILE - NOTE 1 SEE TRENCH AND BACKFILL REOUIREMENTS FOR PRIMARY ELECTRIC UK EXTENSION TRENCHES 12' MN' INO PSE GASH IN THIS CHAPTER. P4�iATI101Y NOTE 2 � SEE TRENCH AND BAGKFILL REORAREMENTS FOR MAX PRIMAflY ELECTRIC LIK EXTENSION TRENCHES IWITH PSE GASI IN THIS CHAPTER. r THE MOMMUM DISTANCE BETWEEN THE 1 SURFACES OF TWO UTIUM. MOT THE CE ALINE DISTANCE. NATURAL UQAS J APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DYE: APPROVED AS NOTED �X'%%%2f�� �k12/12/2024 BY: _ CITY ENGINEERING DMSION Lthl KFILL (110 ROCKS DVEA 10- DUfAI STEM 6' OA 12' MIN SAND SHADING I AFTER C06PACTON' ;,..:tiD BED DNG PRUAR'Y P�OIA'EA CABLES OR CONDUT r-2—') Min. dimensions and excavation requirements for small, secondary connection handholes N TS PSE 233 CONCRETE NAN DHOLE PSE 303D CONCRETE HANDHOLE 2'- 4' SGUARE DOOR I-1 1-1- -1-1—I-1—I-1—I- -t—I—t-1—t-1—I- -I_� I I I ;I �_� —I—I—I—I—I- -I—I—I �I] OPEN B'�.' 23-11 �.. INSIDE r �v CCC�CCC�CC�•CCC� C�C�C��t:�C}Ctrs �CC�CtC��C C CrC s�C C C} SIDE VIEW CUSTOMER'S CONDUIT OR SERVICE CABLE MUST ENTER FROM BENEATH OR THP"H THE ENDS Of THE HAfWHOLE SIDE VIEW � C� CUSTOMER'S CONDUIT OR SERVICE CABLE MUSTEiiTf3i FROM BENEATH OF THROUGH THE KNOCK -OUTS OF THE HANDHOLE 6. —CRUSHED ROCK I 2' g. CRUSHED RACK HOME TECH 13608 SE 51ST PL BELLEVUE, WA (206)778 2431 s pF WAS� 32229 gib' Is SIGNAL RESUB Sep 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0692 CO N O 00 Q7i Q U) Q Z O CIO`) Q J LU Q WLU Cl) Ci) Q H O F— = _ J Z F- O F- 30- r O N � ~ V O REVISI❑NS DATE DESIGN: Y S' DRAWING: H H, CHECKi Y, S, DATE; JAN 25, 2024 SCALEi AS SHOWN SHEET: 2 CV7.2 IT IS REQUIRED TO COORDINATE WITH THE CITY TRAFFIC CONTROL INSPECTOR PRIOR TO WORK START Table H- . Meaning f Letter Codes on TIpica l ►t.-) lication - Road Type Speed A B U rImn (Low Spe-e-d) 2 51 30111ph 100 feet 100 R-et T, rbmi (High Spoed) 35140 mph 350 fccl 350 ruc t Ru ralr Slato Roads 45 r nph 500 i uct 500 f cc It (1) All spacing may be adjtnted to mcomi ochre at -grade intersections -Ii1rl driveways (2) The spiwIMig may bo r ediw d in ti rbai i was to fit roadway wildiflows Diagrams 100 feet 350 rest 500 l'ct LEGEND WORK AREA VEHICLE AREA Q 28 CONES SIGN LOCATION -144"WC— SIGN LOCATION L X 0 w I I �• UTILITY EASEMEN a Fire Separation 406.11 a AF 8105070180 I :, a•. � I � 10'-0" W 406.31 \ I 406.31 i I ; .:. Fire Separation �// 0 BDCVA, SEE PLAN 1 /L3 DRIVEWAY i FOR DETAILS I Uj • 406 I I� a i--------------- �7 ----� H 406 405.8 000EID� . E10 :... WORK �0 y ZOON r ' HHEAD 0 +� 7: '• '; 18"X18"-30" TALL PEDESTAL 2, 0„ WORK 4054 3 y w ZOON - 40 4 F-Qy � AHEHD a I� X w :. 05. XV) TWO WEEKS CLOSURE NEEDED L SED O WALK 0 ED I _ 00 EMI I �C G P,RE - * An irrigation sprinkling CLOSURE DURING CONCRETE POURING TWO 8 HOURS NEEDED 6—NEON +1—EXIST(T0 BE UPGRADED) registration shall be obtained from Public Works Cross CLOSURE LENGTH ALL 1' WITH 1.5" PEX IPE W/TRACER WIRES, 6 UNITS W/ W TER & Connection Control Specialist — Jeff — SPRINKLING, AND 1 IR IGATION METER*. Koblyk. Phone: 425-771-0235 or email 210TH ST SW —@ L _ jeff.koblyk@edmondswa.gov. — — TRAFFI C CONTROL PLAN- 10' 0 5' 10' 20' SCALE: 1" = 10' r NO DISRUPTION CLOSURE OF PARKING STALLS 8c SIDEWALKS APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 12/12/2024 BY: CITY ENGINEERING DIVISION HOME TECH 13608 SE 51ST PL BELLEVUE, WA 206 778 2431 hometechwa@gmail.com S� �F 1YASxr���� � 32229 SISTER Sj4NAL RESUB Sep 30 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2023-0692 co N O 00 a Z z 0 a � J Q W J 0 W LU C/) F— 0 0 U = T i Z F— V � O � 0 r N a ~o oc U REVISI❑NS DATE DESIGN; Y.S. DRAWING; H.H. CHECK. Y.S. DATE1 SEPT 19, 2024 SCALE; 1" = 10' SHEET: CV8