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APPROVED ENG PLN BLD2020-0899+Site_Plan+2.10.2021_7.47.31_AM+20406402" x 2" WOODISTEEL SW 114, SW 114, SEC.20, T.27N, R.04E, W.M. CITY OF EDMONDS, WASHINGTON FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 2'-0" 12" NATIVE BACKFILL MATERIAL 8" FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS-\ WIRE MESH FENCE TO SUPPORT FILTER 2'-0" MW FABRIC 2' -6" \- BURY BOTTOM OF FILTER MATERIAL 8 " TO 12" 6' MAX 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 FILTER FABRIC FENCE WNW JAN z2011E8 CITY OF EDMONDS FILTRATION SYSTEMS PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH [ER-900 _LS A TH iN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT—OF—WAY. O2 ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. 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 CITY OF EDMONDS STABILIZED CONSTRUCTION PUBLIC WORKS ENTRANCE DEPARTMENT APPROVED W. R. ENGLISH REVISM WE JANuARY 2018 STANDARD DETAIL ER-901 `St. 18y CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN GRATE FILTER SOCK WITH ' OVER FLOW HOLES (TYP) CATCH BASIN 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 W. R. ENGLISH REVOM WE JANUARY 2018 STANDARD DETAIL ER-902 N89'21 '50 E 67.82' NO SURCHARGE IS TO BE TRANSFERED TO THE FOUNDATION OF THE PROPSOED DUPLEX BY THE WALL NEW 1 '-3' BLOCK WALL TOP=410.0 EX. BLOCK WALLS TOE=407.0 (-2' TALL)_ BACK OF WALL SHALL BE SET DURING BUILDING DEMOLITION, —\ BACK A MIN. OF 3' FROM DISCONNECT WATER SERVICE AT FACE OF ADJ. WALL METER AND INSTALL TEMPORARY N89'21'50'E HOSE BIB WITH AVB AT METER. EX. BLOCK WALL 36.01' SFR# 21014 TAX#00566900400106 (�2 TALL) NO1'59'30"W EX. CONC. WALL 4.00' R 3'WDF ' (`2' TALL) L- REM EXIS ING FENC 6'WDF 410 »� , / _ 31.01 ' --N87'26'40"W \ 1 2 TEMP. STOCKPILE "' TO BE COVERED WITHIN 24 HOURS 408 I 6'WDF o N APARTMENT COMPLEX R #21026 ORANGE PROTECTIVE BARRIER TO BE INSTALLED TO MINIMIZE COMPACTION OF FUTURE INFILTRATION AREA AS FEASIBLE SOIL RETENTION AND AMENDMENT ; SYMBOLS. ALL EXISTING TOPSOIL, SHALL BE STRIPED AND STOCKPILED TO BE REAPPLIED WITH COMPOST AMENDMENTS. SEE NOTES, THIS SHEET ALONG' WITH INFO SUPPLIED IN APPENDIX III OF THE FULL STORMWATER DRAINAGE REPORT N89'21 '43'E 83.77' a a a Q 7 °j EX.CONC.' l (MR�° d MU ° ° SFR# 21022 FF= 10.5' QaIM � 7A 4 ° M ° a ° d a ° ° Aa 5'WDF TAX#00566900400203 o 8 N I I A, PRO LOCATI OF 2.5" GAS LINE PE PAINT MARKIN S —39. 6' I � I we U z 0 I U 0/ 0 \_N01'59'30"W 2.00' z REMOVE ALL EX. g I PROPOSED ROCKERIES WITH N U) FOOTPRINT OF THE FRONTAGE F u) RESIDENCE ~ SITE. TEMPORARY o I CONSTRUCTION N TP#1 ENTRANCE, I PER CITY �, 0 7R) STANDARD D (TB DETAIL cn cn I DURING UILAG DEMOLITION, CAP EXISTING ER-901 SIDE SEWER AT 20' FROM PROPOSED I BUILDING 0 DATI0 FOR REUSE. a a a I a. EX. CONC. Oh°p A9U a L SS d C TEMPORARY SILT FENCE, PER CI STANDARD DETAIL ER-900, TO MITIGATE CONSTRUCTION RUNOFF. C INSTALL ALONG SOUTH AND WEST EDGE OF CONSTRUCTION LIMITS. i iZ � IPIS i i F F F _ —120.04' ° d ° �ti 30.01 ' ORANGE PROTECTIVE BARRIER TO BE c INSTALLED TO MINIMIZE COMPACTION OF I I LIRE INFILTRATION AREA AS FEASI LE APPROX. LOCATION OF EX. SEWER STUB PER OWNER DE CRIPTION o n EX. DRIVEWAY ON ADJ. PROPERTY I zo X SSMH SHALL NOT BE / RIM=403. 1 REMOVED WITHOUT / ❑� IE OUT(N) 94.57' PROPERTY OWNER /� EX. PERMISSION EX CB_/ . 8" D.IF. LWA IONTER MAIN RIM=403.61' . WAN I PER CITYc�-GIS APPING IE 6" PVC(N)=402.51 ' ' o I I � I i — — N89'21'43"E — — — — � o I 104.40' I � � I �I rnI I FILTER SOCKS TO BE ADDED TO CATCH BASINS DOWNSTREAM OF I I THE CONSTRUCTION SITE PER CITY DETAIL ER-902 O EX 0 RIM-400.81' IE 12" CMP(E)=397.87' COPYRIGHT © 2021 SCALE: 1 " = 20' 0 20 40 LEGEND ✓`-� PROPOSED FLOW DIRECTION //T7 EXISTING BUILDING EXISTING EDGE OF ASPHALT EXISTING PROPERTY BOUNDARY — EXISTING RIGHT-OF-WAY LINE — — EXISTING LOT LINE SD EXISTING STORM DRAIN LINE SS EXISTING SANITARY SEWER LINE W EXISTING WATER LINE G EXISTING GAS LINE > EXISTING DITCH OR SWALE SWPPP LEGEND CLEARING LIMITS SF SILT FENCE PL PLASTIC COVERING MU MULCH OR STRAW MATTING VEG RETAIN NATIVE VEGETATION EXISTING FLOW DIRECTION SL# SOIL LOG # 0 CATCH BASIN FILTER SOCK SOIL AMENDMENT LEGEND R UNDISTURBED SOIL A AMENDED SOIL APPROXIMATELY 21 CUBIC YARDS OF COMPOST FOR AMENDMENT OF 3,836 SF. OF DISTURBED VEGETATED AREA. REFER TO APPENDIX OF STORMWATER DRAINAGE REPORT FOR FULL DETAILS OF AMENDMENT REQUIREMENTS AND/OR OPTIONS FOR OTHER AMENDMENT PROCEDURES. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW PER BMP T5.13. T.E.S.C. NOTE 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. REMOVAL/REPLACEMENT NOTES 1. EXISTING FAILING, DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. 2. IF THE SIDE SEWER STUB IS NEEDED TO BE REPLACED, THEN IT IS TO BE CUT AND CAPPED AT THE PROPERTY LINE. 3. IF THE SIDE SEWER STUB IS TO BE REUSED, THE LINE MUST BE CUT AND CAPPED A MIN OF 20' FROM EXISTING AND/OR PROPOSED FOUNDATION, WHICHEVER IS CLOSEST TO THE PROPERTY LINE.