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APPROVED ENG PLN RESUB 1-BLD2022-1328+Site_Plan+9.15.2023_10.42.24_AM+3785397A o f- C L-1 I 1 t/ U) w U Z CD 0 N N X 0 0 4 M 0 ❑ w W J >U m J ui w z rn Q Z J Q d z lii ON �U) J LU :5:5_ wCn ❑ J �I Q ❑Z Z O� �O ❑ LuI F U) z w oQ o_ d Q M to c� ❑ zZ §0 <❑ ❑w c� C7 z ow (n 1' ❑ U za O �w ❑W W >- I-- W W J W ❑ U) o ' M Z (� M �00 W co ❑ N z� N� E� U J � >o00 u > N �Q❑ Z to M w Y U U — d Z U Lu ?z m � �LLJw 7:1�> Lu Zo❑ �:2o ❑�� U Q Q HE go 3 10 5 0 10 20 SCALE IN FEET KEY NOTES KEY DESCRIPTION DETAIL/ SHEET OINSTALL TEMPORARY STABILIZED C/DM02 CONSTRUCTION ENTRANCE INSTALL APPROXIMATELY 260 LF PERIMETER PROTECTION OR STRAW O WATTLES.* INSTALL J-HOOKS AS A&F/DM02 NECESSARY TO INCREASE RETENTION TIME OINSTALL APPROXIMATELY 145 LF HIGH VISIBILITY FENCE ALONG ROW - PRELIMINARY STOCKPILE LOCATION. O FINAL LOCATION TBD BY - CONTRACTOR OEXISTING 5 HARD SURFACE TO BE REMOVED (TYP) - O PROTECT EX BLDG TO REMAIN - OCOORDINATE W/ SCL ON RELOCATION OF EX OVERHEAD SERVICES - EX TREES HAVE ALREADY BEEN O8 REMOVED. SHOWN FOR REFERENCE - ONLY O REM EX FENCE - 10 CUT & CAP EX WATER SERVICE AT PL - 11 INTERCEPTOR SWALE D/DM02 12 PHASE SEDIMENT TRAP AS -NEEDED E/DM02 POST -DEMOLITION 13 PROTECT EX WATER SERVICE TO - BLDG 14 EX PRIVATE CB WITHIN ALLEY ROW - TO BE REMOVED *INSTALL PERIMETER PROTECTION SUCH AS SILT FENCING, COMPOST SOCKS, OR STRAW WATTLES IN ACCORDANCE WITH VOL. II OF THE DOE (2014 AMENDED) STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON GENERAL NOTES Brackett's Landing North eeiisr to Rory's df.Edmonds a ie ryC P i anS� 1 a i aP ryc fishing pier Affni Contemporary /�// Dentistry© onds Ferry Term! al oP1t'a� ✓dies st Scratch Distilleryi W Dayton St 10A - one existing water service line shall be disconnected at the meter and a hose bib with an AVB shall be installed at the meter. 1. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. 2. 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. 3. NO CONSTRUCTION STORMWATER DISCHARGE OVER 5 NTU WILL ENTER THE PUBLIC STORM SYSTEM. THIS WILL REQUIRE CLOSE MONITORING BY SITE CESCL. 4. SIDE SEWER LOCATIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO BUILDING DEMOLITION. REMOVE ALL ON -SITE SIDE SEWERS AND CAP If the existing side sewer is proposed AT THE PROPERTY LINE USING A TWIST PLUG. to be re -used, the line must be cut and 5. DUMPING WILL BE AT APPROVED DUMP SITES ONLY. capped (twist plug)a minimum of 20' from existing and/or proposed 6. EXCAVATION OF INFILTRATION AREAS SHALL NOT BE ALLOWED DURING WET foundation, whichever is closest to the OR SATURATED CONDITIONS property line. 7. CONTRACTOR ENSURE PROPER SEDIME T C.ONTRO S ARE PROVIDED THROUGHOUT CONSTRUCTION. an maintained 8. CITY OF EDMONDS WILL NOT FINAL DEMO PERMIT UNTIL SITE IS PERMANENTLY STABILIZED OR FILL/GRADE PERMIT HAS BEEN ISSUED. 9. COORDINATE ALL REMOVAL AND OUTAGES WITH PUD. ALL PROPERTIES TO BE AFFECTED BY THE OUTAGE SHALL BE NOTIFIED 72 HOURS PRIOR TO THE OUTAGE. LEGEND: STABILIZED CONSTRUCTION ENTRANCE 3 x PERIMETER PROTECTION HVF HIGH VISIBILITY FENCING LIMITS — EXTENTS OF DISTURBANCE _ STOCKPILE LOCATION TREE TO BE REMOVED TREE HAS ALREADY BEEN REMOVED 7 .. TREE PROTECTION FENCING INTERCEPTOR SWALE City Of Edmonds Building Department \ \ 4/ / \F\O \ / 411 / HAUL ROUTE PLAN \\ \ a \ \ S, �a \ \ \ I o III Daley St, H ` O •Edmonds, WA ",20 Q Bella Soul Ha - 22 mi"dve-home Civic Field remoorarniydt d© ` . BO//� 411 v STORM MANHOLE t and Iron ® Bell St z P / ©Rusty Pelican cafe 3 RIM = 51.77 FT. Jq / I.E. = 46.62 FT. (N.-S.) I.E. = 48.97 FT. (E.) ©Starbucks Main PSD p T d O °a Slate Salon and Spa / ° \ N \ \Dayton St 7 ee--- ° -- r \ \ — SA ANHOLE G RIM = 52.04,FT. 2 2' I I.E. = 45�F / O a T/ a Ay J�3 � cam" G' ova ab CATCH BASIN a / m RIM = 51.58 FT. I.E. = 49.38 FT. BOTTO / I.E. = 49.78 FT. �8", W.) �sd a � 13 3p, C \E� / \ W / � • MM a �Cb M o / 7- r/ r Work ----------------- DEMO SFR ---------------------------- Address ---------------------------------------------- 312 DALEY ST -------------------------------------------- Owner ------------------------------------------------ 310 DALEY ST -------------------------------- Approved Date Building Official Permit Number BLD2022-1328 IN Pz (-` 0 FT. I FT. PEAK HEIGHT ELEV. = 82.81 FT. 1.2' 3LDG. Tree to be retained STRFF�. BUILDING 0 36 ET \I I I I I El El I Z O ❑ ❑ LU I � / CONCRETE SIDEWALK % U wwoD \ sD ---- WM P I — — G MM PSD PSD PSD PSq PSD ALE PSD WW°D7 LE �1NW TELE WWOO STELE WWOO TELF CATCH B SIN // PSD PSD/ PSD PSD RIM = 51.2 FT. I / I.E. = 48.4 T. BOTTOM) / I.E. = 49.5 T. �8", W.) / / / I / --7 o ° I �„--------� --------\-------- DALEY STREET cj / I / �� S 88°46'18" E 168.99' COO �gTI �y I -1 roc Pss co ❑ �\ / CALCULATED INTERSECTIC 0 y' o° I \ AS PER SNOHOMISH COLIN RECORDING NO. 20141114E �� / N=300,635.4686 M) E=1,261,167.0192 ��I ,< 0� W WM // \\ o ) D/W7 — — — — 25MP / / / CONCRETE SIDEW LKco \\ SIGN / =7- c10 � 1 I sss "' sss sss s� s ss `sss I \ I I (1 6 \ 77 ET CO \ \ \ OR FINISHED 8 FL I II 1 / \ ASS' ELEV. = 54.81 I �0 PEAK FT. I l HEIGHT I rT c° 12 ELEV. = 66.89 FT. APPROXIMIE / \ �� I I \ LIMITS OF TREES 9 �� \ / \ , \DRIPLINE- 6 (TYPICAL) ELECTRIC \ o \ / .� / /&TER \ / 4 II ASPH/LT n I m � / 2 / 1 7 I / 3 / BUILDING T �� /.B'UILD / 1\ / —�/ PEAK / N /\x\ 8 \ 3/ \ z� HEIGHT 67.80 ASPHALT I / / FT. 0 � \\ M / 1-1 / I O DI (0* o• 9, 5 BLDG. 5 CONCRETE /,f ASPHALT CATCH BASIN (FILLED IN ASPHALT 0 U O / I�e i � a O BUILDING ., LU a 0 O Z U Z ry `Y W LU W 0-1 Ui < Q0°6LU J Q J = �[z�W 1 WWS0o ~ OUJ U) °d O U z cn J(DzUz z OJ E J Z 0 a- 00 m w 0 LL W W D LL O��JLU � U U Q LU p � U) LU ~ LUp Z W p 0LU W = p — J UxSF mDD Q 0 0 0 WLU W Z Z 0 W U O Q Q Q 2 F- C W W J W LO It N EO z Cal U tb CDO >0oa' o� Q Q CO CO c �LO0) o o O N N 0) cn ■K 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) OF WgSN/L q� it ch�ol s BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. APPROVED BY PLANNING BUILDING TOP OF oO TRANSFORMER wwoo ELEV. = 89.06 Sep 26 2023 z w FTC MLE Q 00 \wwoo rF _ TELE _ � � � 6 a <f \ wwoo z O C� _ TELE LLIJ di (f) G T CATCH BASIN Q j w w oyO 513711FT w Q > J (BOTl ) > []� LI Q Q Z I.E. = 51.81 0(10", z I J 0 ASPHALT 6<F W � I— = 0 \11400 Tm W o 0 01b \ tF W \ `1400 7 OWNER/CONTRACTOR IS RESPONSIBLE FOR RESU B EROSION CONTROL AND DRAINAGE U LU Lu ALL DISTURBED SOILS SHALL BE \ 9/15/2023 0 COMPOST AMENDED PER CITY OF ` EDMONDS STANDARD DETAIL SD-642 OR °'6 CITY OF EDMONDS PROJ. MANAGER: NA APPROVED EQUAL. \ DEVELOPMENT SERVICES DEPARTMENT DESIGNED BY: JV OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING DRAWN BY: JV ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. CHECKED BY: NA \ SCALE: AS SHOWN o moo/ 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. DATE: REV. SHEET APPROVAL FOR CONSTRUCTION o 8 CITY OF EDMONDS 9/15/2023 A 2 SHEET NUMBER DA- 10/04/2023 BY: DM01 CITY ENGINEERING DIVISION K A o f— r,% C C !- LJ 1 1 1/ F w U z 0 0 N N x 0 0 v ❑ ❑ w W J >U m J �LL < Z a< Z ui oN J W Ow Lu_ wCn ❑ J �I < pZ z O �o LuI � cn Z w o< < c� o Z_Z §0 < ❑ ❑w c� C7 z ow (n Y ❑C) za O .. �w ❑U w) LuLU W W J W oU) o' M z¢ (� M U) W W co ❑ O Z N W N F— U LLi J F- >_o00 Uulo <N ❑ z (n M w :3 Y U U — d Z U ?z W m O CO �Luw �LL> Lu Zo❑ ��o ❑C/)� U Q < il= NIIIIIIIIIIIIIII 3M HIIIIIIIIIIIIIII 3M rAIIIIIIIIIIIIIII 3� 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL N �\• NATIVE BACKFILL MATERIAL 8I FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS rWIRE MESH FENCE TO SUPPORT FILTER II FABRIC N BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" 6' MAX NOTES: 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 7� PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs t 189,3 APPROVED BY: R. ENGLISH E R — 9 00 FILTER FABRIC SILT FENCE PER COE STANDARD PLAN ER-900 FIGURE C.3.12.A INTERCEPTOR DIKE DIKE MATERIAL COMPACTED 90% MODIFIED PROCTOR 2' MIN. 2 MAX. 18" MIN. 1 DIKE SPACING DEPENDS ON SLOPE GRADIENT 2 MAX. 1 FIGURE C.3.12.11 INTERCEPTOR SWALE 11 2:1 MAX. SLOPE LEVEL BOTTOM V MIN. 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT INTERCEPTOR SWALE PER 2016 KC SWDM F2 GRATE FILTER SOCK WITH OVER FLOW HOLES (TYP) CATCH BASIN NOTES: CATCH BASIN 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. REVISION DATE TEMPORARY JANUARY 2018 CITY OF EDMONDS SEDIMENT TRAP 7� PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL Fs t 189� APPROVED BY: R. ENGLISH E R — 9 02 CATCH BASIN INLET PROTECTION PER CITY OF EDMONDS STANDARD DETAIL ER-902 RMin 1' Min. depth overflow spillway Native soil or compacted backfill �\ 1 V / Geotextile Pump to approved point Pump intake to be 1.5' of discharge per plan min from bottom Figure 19. Cross Section of Sediment Trap and Outlet. To aid in determining sediment depth, all sediment traps should have a staff gauge with a prominent mark 1 foot above the bottom of the trap. Maintenance • The sediment trap must be continually monitored and regularly maintained. The size of the trap is less important to its effectiveness than is regular sediment removal. Remove sediment from the trap when it reaches approximately 1 foot in depth (assuming a 1-1 /2 foot sediment accumulation depth). Conduct regular inspections and additional inspections after each large runoff -producing storm. • Maintain and repair all temporary and permanent erosion and sediment control practices as needed to assure continued performance of their intended function. • Remove all temporary erosion and sediment control measures within 5 business days after final site stabilization is achieved, or after the temporary BMPs are no longer needed, whichever is longer. Remove trapped sediment or stabilize on site. Permanently stabilize disturbed soil areas resulting from removal. SEDIMENT TRAP E� )MO PER 2016 KC SWDM nA F= TES: -LS k TH IN )E FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O 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 *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 CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE m PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs t . 189� APPROVED BY: R. ENGLISH E R — 9 01 CONSTRUCTION ENTRANCE PER CITY OF EDMONDS STANDARD DETAILS ER-901 CONTOUR LINE (TYP) ANGLE TERMINAL END UPHILL 24" TO 48" TO PREVENT FLOW AROUND WATTLE (TYP) 2"x2"x24" UN -TREATED WOODEN STAKE (TYP) Q WATTLE TRENCH, SEE NOTE 2 3" MIN 4" MAX QPZP 6Z 5" MAXI. r Z / 2%2"x24" UN -TREATED N \! WOODEN STAKE (TYP) PLAN VIEW AREA AVAILABLE FOR SPACING VARIES SEDIMENT TRAPPING SEE WATTLE SPACING (TYP) TABLE (TYP) WATTLE P) SEE DETAIL SECTION A —A WATTLE INSTALLATION ON SLOPES 8" DIAMETER MIN WATTLE DETAIL 8" DIAMETER SPACING WATTLE TABLE SLOPE MAXIMUM SPACING 1 H:1 V 10'-0" 2H:1 V 20'-0" 3H:1 V 30,-0" 4H:1V 40'-0" >4H:1V ONE RUN ONLY NOTES: 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION. 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10). 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT UNDERCUTTING. 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. REVISION DATE CITY OF EDMONDS JANUARY 2018 WATTLE INSTALLATION PUBLIC WORKS STANDARD DEPARTMENT DETAIL ES t . 189� t APPROVED BY: R. ENGLISH E R — 9 03 STRAW WATTLES PER CITY OF EDMONDS STANDARD DETAIL ER-903 W Ai U Z Y W LU LU LU 2 < U <pod W J < J = LU �[z�W 1 W W CO 0LU ~ < U U °6OOZcn Z Lj U Z W Z Z 0 0 :3Z > pQ w0 W w � Z Z 0 WWWD� 0JQ� a- C) LU p � C6 H LU > > z J W _ LU W = p UxSmFo0 < p p p�WW LU Z 0 m w00< Q < 2 LLJ p W o Lu W 44 W r It N EO Z N U co 0 0 > oo rn o < < ri cri c L0 L0 0) � O co 6O O -0 CD N N rn a- iL MR 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) PS J. AkF� Off' OF W AgN� 9 Dign c Ni chi xan er O 469o20 3 ��SS/GIST -07' ONAU BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. U) z W Z — > w i 0 � 0 < > J J 0 p O NO OD >Q >LLi U) 0 Z 6 vi Q LLI 0 0� m C7 w U) CO G p W 11111111111111115 RESUB 9/15/2023 W 0 U w CITY OF EDMONDS PROJ. MANAGER: NA DEVELOPMENT SERVICES DEPARTMENT DESIGNED BY: JV DRAWN BY: iv CHECKED BY: NA SCALE: AS SHOWN DATE: REV. SHEET APPROVAL FOR CONSTRUCTION CITY OF EDMONDS 9/15/2023 A o 8 2 SHEET NUMBER DATE: nKAn,? BY: CITY ENGINEERING DIVISION V