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ENG PROJECT ASBUILT - LFNDS 1210 12"x12" GRATE, GREY NDS 1210S 12"x12" GRATE, SAND NDS 1211 12"x12" GRATE, BLACK NDS 1212 12"x12" GRATE, GREEN 12"02" GRATE FITS ALL CATCH BASINS, EXTENSIONS & ADAPTERS PROVIDE: PIDS DS 1216 6" EXTENSION 1218 12" EXTENSION AS REQUIRED. PNDS 1213 12%12" CATCHBASIN, SINGLE OUTLET DS 1214 12%12" CATCH BASIN, DOUBLE OUTLET 6" SD COUPLING SIZE, SINGLE OUTLET ACCOMODATES NDS 1212, 1211 OR 1210. 12"02" GRATE AREA - 14" WITH 11" SQUARE BOTTOM. 121/4" SQUARE BOTTOM WITH 3" AREA BELOW OUTLET ALLOWS 363 CUBIC INCHES OF SUMP AREA. ADAPTABLE UP TO 8" PIPE OR DOWN TO 3" OR 4" PIPE. 6" SD COUPLING SIZE, DOUBLE OUTLET ACCOMODATES NDS 1212, 1211 OR 1210. 12"02" GRATE AREA - 14" HIGH WITH 11" SQUARE BOTTOM. 121/4" SQUARE TOP WITH 3" AREA BELOW OUTLET ALLOWS 363 CUBIC INCHES OF SUMP AREA. ADAPTABLE UP TO 8" PIPE OR DOWN TO 3" TO 4" PIPE USING ADAPTER #643. s II II r PROPOSED LEGEND 12 I� PROPERTY BOUNDARY SD STORM DRAIN -------------- FOOTING DRAIN CATCH BASIN TYPE 1 YARD DRAIN �b �'I 1 \ \0 zo YARD DRAIN DETAIL NOT TO SCALE SE 1/4 NE 1/4 SEC. 23, T. 27N, R. 03E, W.M. BURDETT SFR OMR #3. Source Control of Pollution A Recommended Pesticides ECDC 18.030.060.3 BMPs from S WM M WW Volume IV, S411 — Wondercide Outdoor Pest Control Spray BMPs for Landscaping and Lawn/Vegetation Management. BMPs for Landscaping Active Ingredients: • All landscape clippings will be disposed of in a recycling bin Cedarwood Oil 12.63% picked up by the local waste management company. Sesame Oil 2.73% Additional BMP's for Landscaping Sodium Lauryl Sulfate (derived from plants) 1.09% • Cover all "exposed" soils with 2" thick mulch per BMP C121 Inert Ingredients (Water, Glyceryl Monooctanoate, Soap, Decanoic acid, o for more than 1 week during the dry season Monoester with 1,2,3-Propanetriol) 83.55% o for more that two days EcoSmart Insect Killer Granules • Mulch mowing when practical Active Ingredients: BMPs for Pesticides Clove Oil 2.00% The current home owner have pets that will be in lawn/landscape areas and Thyme Oil 0.60% will only use pesticides as a last resort. However, if they find that Inert Ingredients (Corn Cobbs and Wintergreen oil) 97.40% conventional non -chemical means of pest control is not working, it is recommended to use a minimum risk pesticide safe for pets and the environment. BMPs for Vegetation Management • Remove infested vegetation by mechanical method • Prepare all soils with at least an 8" "topsoil" with at least 8% organic matter to provide a sufficient vegetation -growing medium. • if applying a pesticide use as directed only in the area of the . grass seed mix should be per the tables for "Landscaping Seed infestation during a day that is not windy or rain forcast Mix" or "Low -Growing Turf seed mix" in BMP C120 SDMH TYPE 2 48" RIM 44.00 5 — — — — — — — — — 6„ IE=37.56 (NW)- - ` 8 15' UTILITY EASEMENT 6" IE=37.56 (SE) AB REC #202203220630 D D N58`31'20",W 1 �7.23'(C) 198.CV(D) Ffi 98 LF, 6" PVC © 1.21 —d7777 — S — — — SD— — — SD— SD SD SD P� 4O 5`b p �5 15, D ° 6LF8 DI@2.0% — -—- 6" CO — — — — — — — 6"IE=41.9 D_ — — SD SD SD SD SD IT TIT TI i �i TIT T - CONSTRUCTION NOTES OINSTALL 1-1/2" METER IN EXISTING METER BOX - RELOCATE BOX TO BACK OF CURB. 2O DRIVEWAY ENTRANCE PER DETAIL TR-543 SHEET C4.1 3O CONCRETE POND SEE ARCHITECTURAL PLAN OREPLACE EXIST SIDEWALK OINSTALL CB TYPE 1 AND FLOATABLE SEPARATOR, SEE DETAIL ON SHEET C4.1 (K) 4" CONCRETE (4,000PSI) MOTOR COURT O4" CONCRETE (4,000PSI) PARKING OEXISTING MAILBOXES TO REMAIN OS PLANTER STRIP W/GRAVEL 10 6" SSCO W/12" CST IRON LAMPHOLE COVER WITH 1/2" HEX BOLTS AND CONCRETE COLLAR PER DETAIL SHEET C4.1 11 INSTALL 1-1/2" PE MUNICIPEX WATER LINE FROM BACK OF METER TO HOUSE, WRAP PIPE WITH TRACER WIRE (BLUE) LANDSCAPE IRRIGATION BACKFLOW ASSEMBLY PER DETAIL WA-160A. SHEET C4.1. RPBA SHALL BE REGISTERED AND 12 INSPECTED BY THE CITY'S CROSS -CONNECTION CONTROL SPECIALIST, JEFF KOBYLK, WHO CAN BE REACHED AT 425.771.0235'. 13 MATCH EXISTING X I Lij I D D o�l I I ACCESS EASEMENT REC. # 2022020401577 3 I ZO I I I I O D D D D D x II , ° D D I d I ID I�� II I II / ;II II —501'FIT P_'0' _ Imo— _---------------------------- --------------------- 47LF 6" PVC 0 9.2% AB J CONNECT ROOF DRAIN CONNECT FOOTING , . �jj�% ROOF LINE (TYP) 4 LF 6" ®2% MIN DRAIN TO SDMH GP YD AB S�� RIM 44.0 AB 6"IE=41.9 AB 0, � � I G( " / 3 �1I 6 PVC 0 2% AB YD AB I I RIM 44.0 AB w i Ok \ \ ------ 6"IE=43.0 AB Uj ROOF LINE (TYP) -------------------------Q W � �---�---- y I° I wr i YD-1 I ° TRENCH k I Ld II I RIM 42.75f i DRAIN AB p 6" IE 43.0 ABr EL ° D 611 CO d I �� i 6 IE=39.75 (NE) 3 I D D " 20 A I D 6 IE=42.5 AB D CDC of TE YD AB FOOTING DRAIN (TYP�f RIM 44.0 AB 6"IE=41.9 AB 28LF 6" PVC @ 3.52% QGCj OQ� L T L TEL TEL TEL TEL TEL ----------------- UGP UGP D -- ----110.67' --��— -- 4„SSCO— — ° ° 86.56' � I N58°31'20"W — — — — — — — — J m 197.23'(C) 198.00'(D) 13' POWER BOX 44 LF 4" PVC @ 2.00% N POWER TRANSFORMER 10 6" SSCO i RIM=45.4± PUBLIC I E=40.25± CONTRACTOR TO VERIFY ASPHALT TO MATCH EXISTING NOTES: PER DETAIL GU-410 SHEET C4.1 BUILDING MUST BE SPRINKLED. PAVERS (SEE ARCHITECTURAL PLANS) DECKING (SEE ARCHITECTURAL PLANS) ° Dd CONCRETE D OPROPOSED LANDSCAPING A MINIMUM OF 3SEPARATION IS REQUIRED BETWEEN DRY UTILITIES AND SEWER, WATER, STORM, AND ANY CITY MAIN LINES. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVEABLE SURFACES AND V OF COVER UNDER LANDSCAPE AREAS. EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. RESTORATION OF UTILITY PATCHES 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 SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. ALL FINAL RESTORATION WITHIN THE RIGHT-OF-WAY SHALL BE COMPLETED BY THE CONTRACTOR AND NOT THE CITY OF EDMONDS. N60°42'00"W 57.27' p0 � ��^\ �� (off \ EXISTING RESIDENCE TV REQUIRED TO RE -USE EXISTING SEWER LATERAL. 401 CONTACT engineeringpermits@edmondswa.gov TO SCHEDULE INSPECTION. EXISTING LATERAL MUST BE MINIMUM 6" OR REPLACEMENT WILL BE REQUIRED. I N SGO �$ S Cn cn I ALLEY TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. 10 5 0 10 20 SCALE: 1 INCH = 10 FEET APPROVED FOR COA67RW7701V CITY OF EDMONDS DATE.• eY• CITY ENGINEERING DIVISION BURDETT SFR 332 SUNSET AVE N EDMONDS, WA 98020 BLD2021-1482 Key Plan Registration 1 /30/2024 FURR \EN6INEERIN6 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Sheet Title GRADING & UTILITY AS -BUILT Revisions Scale: FES Project No: 21073 Date: JUNE 24, 2021 Designed: DAF Drawn: DAF Checked: DAF Sheet Number 400 AB