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SW 114, SE 114, SEC 23, T.28N., R.04E., W.M. <br />SNOHOMISH COUNTY, WASHINGTON <br />�J 1 <br />\ 30" CONC. <br />C. <br />\ - CULVERT <br />005.37900005401 \\ <br />PA P 1 \� <br />BL' A #96 J 10bO2 81-1 V \ <br />AFIV 9705140176 <br />9 o <br />Know what's beIow. <br />Call before_ou di . <br />UTILITY C0IVFLIC NOM, <br />CAUTION. <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, <br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE <br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL <br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE <br />CALLING UTILITY LOCATE © 1-800-424-5555 POTHOLING ALL OF THE EXISTING <br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY <br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN <br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND <br />ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR <br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL <br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />/ /. / / / / / III / , <br />EX. BUILDING <br />J11625 AIRPORT RD. <br />00537900005402 <br />�► D n D 7 <br />�4 BE PROVIDED BY CONNECTING <br />NEW IRRIGATION SYSTEM TO <br />EXISTING IRRIGATION SYSTEM. <br />a <br />SCALE: 1 " = 30' <br />30' 15' 0 30' 60' <br />BMP T5.13: POST -CONSTRUCTION SOIL QUALITYAND DEPTH <br />SOIL QUALITY. ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED <br />BY HARD SURFACES, INCORPORATED INTO A DRAINAGE FACILITY, OR ENGINEERED AS STRUCTURAL <br />FILL OR SLOPE SHALL DEMONSTRATE THE FOLLOWING AT PROJECT COMPLETION: <br />1. A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN <br />PLANTING BEDS AND 5% ORGANIC CONTENT IN TURF AREAS, WITH A PH FROM 6.0 - 8.0 OR <br />MATCHING THE PH OF THE UNDISTURBED NATIVE SOIL. <br />2. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE <br />ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE <br />CRITERIA. <br />3. SUBSOILS BELOW THE TOPSOIL LAYER SHALL BE SCARIFIED AT LEAST FOUR INCHES WITH <br />SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE <br />FEASIBLE. <br />4. PLANTING BEDS SHALL BE MULCHED WITH 2 INCHES OF 4) ORGANIC MATERIAL. <br />NOTES.• <br />1. EXISTING WATER METER TO REMAIN AND SHALL BE USED FOR <br />THE PROPOSED BUILDING. <br />2. ALL CATCH BASINS ARE TYPE 1 UNLESS OTHERWISE NOTED. <br />3. TO MEET MR #3, PER S430 BMP 'S FOR URBAN STREETS: <br />CONDUCT EFFICIENT STREET SWEEPING WHERE AND WHEN <br />APPROPRIATE TO MINIMIZE THE CONTAMINATION OF STORMWATER. <br />DO NOT WASH STREET DEBRIS INTO STORM DRAINS. <br />REV. NO. I DESCRIPTION I INITIALS I DATE <br />0310412019 <br />L-2" COMPACTED DEPTH 112" HMA PG 64-22 <br />4" COMPACTED DEPTH CR. SURFACE <br />TOP COURSE <br />6" COMPACTED NATIVE SOIL <br />1 TYPICAL PA VING SECTION <br />C4 0 N.T.S. (CITY OF EVERETT STD. 3-5.2) <br />PLAN APPROVED <br />PUBLIC SERVICES DATE <br />PUBLIC WORKS <br />UTILITIES DRAINAGE I DEPARTMENT <br />A PUBLIC WORKS PERMIT IS REQUIRED PRIOR <br />TO STARTING ANY CONSTRUCTION ON THIS <br />CITY ENGINEER PROJECT. APPROVAL FOR THIS PROJECT IS <br />CONDITIONAL PER CURRENT STANDARDS AND <br />EXPIRES --------------- UNLESS <br />INSIGHT ENGINEERING CO. <br />P.O. BOX - 1478 <br />EVERETT, WA 98206 <br />(425) 303-9363 (425) 303-9362 FAX <br />INFO@INSIGHTENGINEERING.NET <br />SITE ADDRESS: XXXX AIRPORT ROAD, <br />EVERETT, WA. 98204 <br />TAX ACCOUNT NO.'S: 00537900005301 <br />SW 114, SE 114, SEC 23, T.28N., R.04E., W.M. <br />SOLARISE CHRISTIAN <br />9WG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.: <br />180913-FINCOI.DWG 1JRc 02-06-2018 1 "=30' 18-0913 <br />SHEET <br />DRAINAGE & UTILITY PLAN I C'4. 0 <br />