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Home My WebLink AboutGRA23-0016 - AS BUILT PLANSPARCEL NUMBER. JG4350-0090 ADDRESS 3_4 THST SE AUBURN WA BENZ ZONING RES CONSERVANCY MA%%IMPERVIOUS ALLOWED: 25% TOTAL IMPERVIOUS. 9% OWNER(S) - Vad M A Ynlive Kuxtma ..117:FTF.1�'•�PI1�.. . CONTRACTOR Channel 1L1=11111yPh To in 6I I'll 10S CY NET IMPORTEXPORT=74 CY TOTAL EARTHWORK= ISIS CY TOTAL DISTURBED Al=6192 SF TOTAL NEW B REPIACED HARD SURFACE =0 SF S TOTAL NEW HARD SURFACE =O Sic ,. 423347TH ST SF w. NOTE GRAVEL IS DEFINED ASA 'HARDDMUST BESURFACE7 BY INCLUDED DEPARTMENT QUANTITIES NO MUST BE INCLUDED IN THESE PERMIT QUANTITIES 4� CONSTRUCTION SEQUENCE s- 1. CCNTACTTHE CITYOF AUBURN AND SCHEDULE A1[ 2, FLAG OR FENCE CIFARING LIMITS 3. INSTALL CATCH BASIN PROTECTION IF REQUIRED. PER COA STANDARD DETAIL E43 OR E4W, 4, GRADE AND INSTALL CONSTRUCTION ENTRANCE PER COA STANDARD DETAIL E-0I. IF APPLICABLE 6. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE CITY OF AUBURN STANDARDS AND MANUFACTURER'S REMMMEN WTIONS ]. MAINTAIN AND MODIFY EROSION CONTROL MEASURES AS SITE CONDITIONS CHANGE TO ENSURE SITE IS ALWAYS IN COMPLIANCE WITH THE CITY TESC MINIMUM REQUIREMENTS. B. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND TEMPORARY EROSION AND SEDIMENT CONTROL Bell REMOVED. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRICTION RECORDS. INSPECTOR C Yt4it"A DEV. REVIEW ENG.f !e 7,162024 J t, ASwaB PAWECT REF GRA23-0016 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S REQUIREMENTS L� APPROVED BY3V DATE APPROVED VED' 5252023 LEGEND: —x—X— SILT FENCE ^,^vi CLEARINGLIMITS -----�!-y--��--- EXISTING UTILITY LINE TREE TO BE REMOVED) �Y�❑Y'' CATCH BASIN (TO BE PROTECTED) Ines All En1ubM landuch" areas shell apply BMP T513 Post CormWcmin Sol QuiMry, and OepN Distomea handicaps press will receive wepa bawler with earn we tap Silt Fence is to be mill br Temlwarary Emewn S Senbmenl C[MmI ITESC) measures atCbarinp Limb NON -BUILDING RELATED PERMITS STM23-0027-LEVEL I STORM Construction entrance needs to be 0 40 20 0 _ 40' 0" 40 80 SCALE IN FEET DING PERMITS ONLY. THE SCOPE OF tK MUST MEET THE CRITERIA OUTLINED IN CITY OF AUBURN ENGINEERING DESIGN NDARDS, CHAPTER 3, APPENDIX E. V/ T 0 MO � I N N� �LL^' V ►I wa W U U Q � g W i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n REVISED CODE OF WASHINGTON (RCWI. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL 1811) FOR UTILITY LOCATIONS (WATER. SANITARY SEWER, STORM SEWER. GAS. POWER, TELEPHONE, AND CABLE). BMPT 1 ANO DEPTH EXCERPT FROM THE DEPARMENT OF ECOLOG YS STORMWATER MANAGEMENT MANUAL FORWESTERNWASHINGTON BOLE GUAUTTY ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE. INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL. AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING'. 1, A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF IM DAY WEIGHT IN PLANTING BEDS. AND 5%ORGANIC MATTER CONTENT IN TURF AREAS. AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL THE TOPSOIL LAYER $HALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOM LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST A INCHES WITH HOME INCORPORATION OF THE UPPER IMTER9LL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE. 2. MULCH PLANTING BEDS WITH 21NCHES OF ORGANIC MATERIAL. 3. USE COMPOST AND OTHER MATERIALS THAT MEET THE FOLLOWING ORGANIC CONTENT REQUIREMENTS. A. THE ORGANIC CONTENT FOR 'PREAPPROVED' AMENDMENT RATES CM BE 5. IF A PROPOSED ROUTE IS NOT INCLUDED ON THESE PLANS, A PROPOSED ROUTE AND SCHEDULE FOR MET ONLY USING COMPOST MEETING THE COMPOST SPECIFICATION FOR BMP HAVUNG MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO THE T7.30 BIORETENTION, WITH THE EXCEPTION THAT THE COMPOST MAY HAVE UP STARTOFCONSTRUCTION. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY TO 35% MOSOLIDS OR MANURE THE COMPOST MUST ALSO HAVE AN ORGANIC IMPACT THE STREET NETWORK. A SEPA AMENDMENT MAY BE REQUIRED TO EVALUATE THE IMPACTS MATTER CONTENT OF 40%TO 0%, AND A CARBON TO NITROGEN RATIO AND DETERMINE MITIGATION REQUIREMENTS BEFORE BEGINNING WORK HAULINGMAYBELIMTEDTO BELOW 25A, THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS SEA FM APPROPRIATE OFFiEAK HOURS OR ALTERNATIVE ROUTES, AS DETERMINED BY THE CITY. PLANTINGS COMPOSED ENTIRELY OF PUNTS NATIVE TO THE PUGET SOUND LOWLANDS REGION 6, THE CONTACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THE PROJECT PRIOR TO THE START OF WORK. ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND B. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORSANDTHEIR MATERIAL MEETING(A)ABOVE. OR OTHER ORGANIC MATERIALS AMENDED TO SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND NOT BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 22GB.TESTING PARAMETERS. IN WAG 17335 FUD T. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE PROFESSIONAL CIVIL ENGINEER. ESTABLISHED O. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFERTOTHECITY'S 'DEVELOPMENT RECORD CONSTRUCTION DOCUMENT' HANDOUT, 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND'OR OTHER CONSTRUCTION ACTIVITIES THESE FACILITIESSIYLLL BE WINTNNEDMID UPGRADED. IF NECESSARY, TO ENSURE THAT SEDIMENTiMEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM 2 THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY 3. THE STORM DRAINAGE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REWIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE. REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4, THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED). CONTROL PONDS, SHALL REMAIN IN PUCE UNTIL FINALSITECONSTRUCTION IS COMPLETED AFTNCTFYAPPROVM-THECONTRACTORWILLBE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES 5, THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY B NO TRACKING IN THE ROADWAY IS ALLOWED IF SEDIMENT IS TRACKED ONTO THE ROAD. THE ROAD ENABLE BE THOROUGHLY AND IMMEDIATELY CLEANED BY SHOVELING OR PICKUP SWEEPING TRANSPORT SEDIMENT TO A CONTROLLED SEDIMENT DISPOSAL AREA. KEEP STREETS CLEAN AT ALL TIMES. T. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION. IMPLEMENTA"OHOPTH3NS THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE GAIN BE MET BY USING ONE OF THE METHODS LISTED BELOW- 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 2. MEND EXISTING SITE TOPSOIL OR SUBSOIL EITHER AT DEFAULT 'P RE -APPROVED' RATES, OR AT CUSTOM CILCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. 3. STOCKPILE EXISTING TOPSOIL DURING GRADING, MID REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST ALSO BE AMENDED IF NEEDED TON EEI TILE ORGANIC MATTER OR DEPTH REQUIREMENTS, EITHERAT A DEFAULT 'PRE -APPROVED' 4, IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE REQUIREMENTS MORE THAN ONE METHOD MAYBE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THATALAUDYWETS THEDEPTHAND ORGANIC MATTER WALITYSTANDAROS, AND IS NOT COMPACTED, DOES NOTNEED M BEAMENO . MUAT Ims W x�H vkpIBEVF e ayNcnalNl an t vuMal Rmmi M1wn GUNSNneaeM Ra 'Far lmp I dOwNy and apto HIM, Wviny i.IS 13,0 mwwi x r Man>3emadl MmW M Wapem NJT T08CNE aEmcR N �ti 10 Planting Bed Cross -Section DEPARTMENT OF RwWBJum3010 ECOLOGY pN„eaeel.wn,...e.,,.pa.L.PN.pnl.nmpB.mpn;N�InmN:mmpNdi..d... Slele di WaMlnplan ImXaIknNMWly.aNU blmmn THAT WILL REMAIN UN -WORKED FOR MORE THAN TWO (2) DAYS SHALL BE STABILIZED IMMEDIATELY 3- PVC MANIMLE) (CLMO) W(CHECIC VALVES MONITORING PORT/ LATERAL CLEANOUT RESERVE SAND FILTER -191 tNORIT MAPLE TREE 3" PVC PUMP LINE (CUM) 0118 LINEAL FEET 4 BEDROOM RESIDENCE J >/3' 3' 4', Q 1000 GALLON SEPTIC TANK 0 LOW GALLON PUMP TANK +rF 4" PVC TIGHTLINE (ASTM 3034) ------ 1.25" PVC LATERAL (CL200) ----100% RESERVE DRAINFIELD W WATERLINE 1) DAILY SEWAGE FLOW: 570 GAL./DAY. 2) ABSORPTION AREA: 968 SQ.FT. LINEAL FEET: 484' . 3) SEPTIC TANKIPUMP TANK MANUFACTURER: NORTHWEST CASCADE 4) PUMP SPECIFICATIONS -BRAND: GOULDS SIZE:I.S HORSEPOWER -MODEL: WE1512H 5) DOSE SPECIFICATIONS -VOLUME: 190 GALLONS -FREQUENCY: 3 DOSES/DAY -DURATION:2.2 MINUTES 6) ALARM LOCATION: WITH PANEL 7) DEPTH OF COVER: uj WASTEWTERTANKS:10" _ DRAINF'IELD: 12" > 0 8 TANS LID LOCATIONS c o E A 35' 36' 41' E 13of 30' 37' J CLIENT: ALEX OGORODNIK,4233 47TH ST. SE..,ALBURN,WA 98092 PROJECT: ON-STTE SEWAGE DISPOSAL SYSTEM AS -BUILT LOCATION: 4233 47TH ST. SE.,AUBURN, WA 98092 .. .. . .. _ __ - '.... - __ ... LOT 9. BRA UNWOOD ESTATES.PARCEL F 104350-0090 BUILT I SCALE: 5 101620 30 40 60 1 OF 2 A080207 Retaining Wall 4233 47th ST SE, Auburn, WA 98092 Scale: 1/4"=1' r ono 12'-2" 454' 452 450' 446' 446' aa4' 442' 440' 4M' 4 6' AS -BUILT