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0 <br />I <br />04 <br />CD <br />L <br />0 <br />m <br />CD <br />LL- <br />cn <br />In <br />m� <br />0 <br />cn <br />co <br />U- <br />Site Address: 6202 ASSOCIATED BEVD <br />NW 1/4, SW 1/4, SEC Owner: I�I_I� PI��PEI2TIES <br />$ W.M.Tenant: [TenName] <br />App. Date: 4/1/2019 <br />DRAWING INDEX Proposed Use: <br />Description: SITE WORK FOR NEW 73,OW SF <br />H T D. DRAWING TITLE Ao�Ea�®USE/Oa �oCE B�G <br />CV-1.0 COVER SHEET <br />'- <br />1 _ /lur — Reviewed . Date: <br />�__.— CV-�1.1 GENERAL NOTES <br />.'''"Office Set Job Site <br />�� �_ � to Set Fire/Planning Set <br />D-1.0 DEMOLITION AND E <br />D-2.0 CSC DETAILS <br />C--3.0 SITE PLAN <br />C--2.0 GRADING AND DRAINAGE PLAN <br />PW1904-00h C--3.0 UTILITY PLAN <br />620 <br />C-5.0 SANITARY SEWER DETAIL <br />C--5.1 SANITARY SEWER DETAILS <br />m <br />ASSOC.,ATED C-5.2 SANITARY SEWER DETAILS <br />--6.0 STORM DRAINAGE DETAILS <br />EVERET <br />WASHINGTON <br />C-6.1 STORM DRAINAGE DETAILS <br />KING <br />C�--6,2 STORM DRAINAGE DETAILS� R <br />C-6.3 STORM DRAINAGE DETAILS <br />C-7.0 WATER DETAILS <br />C-7.1 WATER DETAILS <br />OWNER/APPLICANT GENERAL NOTES C—S.0 PAVING AND SITE DETAILS <br />HLD PROPERTIES, LLC 1. SITE WORK FOR THIS PROJECT SMALL. MEET OR EXCEED TIME PROJECT SPECIFICATIONS, CURRENT DOT SPECIFICATIONS, AND LOCAL C- &1 PAVING AND SITE DETAILS <br />10600 231ST WAY NE AGENCY STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. C---8.2 PAVING AND SITE DETAILS <br />REDMOND, WA 9 053 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS, THE PLANT DOES NOT REPRESENT A L--1 LANDSCAPE FLAN <br />425) 806-73 7 DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY AXIS L-2 LANDSCAPE DETAILS <br />CONTACT: JACOB DAVIS SURVEY & MAPPING, DATED DECEMBER 2018. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS, INCLUDING ANY <br />UTILITIES THAT WERE.. NON —LOCATABLE- AND/ OR UNMARKED, SUCH AS PVC, CLAY, HDPE, OR CONCRETE, PRIOR TO BIDDING THE L!3 IRRIGATION PLAN <br />PROP M SITWORK TT PROWT ITNTS IF rf)NR IrTq ARF ni,�rn\/PRM THE r.n TR rTnP qqAi i kInTI:FY TNP nwmPP PpInP Tn L-4 IRRIGATION DETAILS <br />SURVEYOR <br />ABBREVIATIONS <br />SITE INFORMATION <br />LEGAL DESCRIPTION <br />APPROVED <br />BY. <br />DATE <br />017Y 0E EvF-R , EVIE-D FOR PERNO <br />a <br />I WMI„V y,"" 9 "" <br />15241 NC 90TH ST <br />AASHTO <br />AMERIC N ASSOCIATION OF STATE <br />FL <br />FLOW LINE <br />SOUTH <br />I,U 13 Z ANU ,a, OM I T Ur LVLKL I I II�I�M I It FLAN 4— U-1, <br />HIGHWAY AND TRANSPORTATION <br />FOUNTAIN VIEW BUSINESS CENTRE DIVISION 4, RECORDED UNDER <br />REDMOND, WA 98052 <br />OFFICIALS <br />FT <br />FEET <br />SD <br />STORM DRAIN <br />RECORDING NO, 200501105159, BEING A PORTION OF SECTION 1, 11, <br />425) 823-5700 <br />HDPE <br />HIGH -DENSITY POLYETHYLENE <br />SDR <br />STANDARD DIMENSION RATIO <br />AND 12, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M., RECORDS O <br />CONTACT: ZANE NALL, P.L.S. <br />ARCM <br />ARCHITECTURAL <br />SNOHOMISH COUNTY, ASHINGTON. <br />ASTM <br />AMERICANI SOCIETY FOR TESTING <br />HORN <br />HORIZONTAL <br />_ <br />SF <br />SQUARE FEET <br />AND MATERIALS <br />HP <br />HIGH POINT <br />SS <br />SANITARY SEWER <br />AVELANDSCAPE <br />AVENUE <br />H Y <br />HIGHWAY <br />ST <br />STREET <br />BENCHMARK <br />WBLA <br />BMP <br />BEST MANAGEMENT PRACTICE <br />IE <br />INVERT ELEVATION <br />SW <br />SIDEWALK <br />TB AA' -- SET CHISELED SQUARE ON THE SOUTHEAST CORDER <br />16630 30TH DR SE <br />BS <br />BOTTOM OF STAIRS <br />LP <br />LOW POINT <br />SWMMWW <br />STORMWATER MANAGEMENT MANUAL <br />CONCRETE FOR A VAULT LOCATED ON THE NORTH SIDE OF <br />BOTHELL, WA 9 012 <br />(425) 174- 6 9 <br />B <br />BOTTOM OF WALL <br />MAX <br />MAXIMUM <br />FOR WESTERN ASHINGTON <br />INDUSTRY' ST., 25' EAST OF THE EASTERLY ENTRANCE TO <br />"WESTERN <br />CONTACT: i�ILLIAM BROWN <br />CB <br />CATCH BASIN <br />MEP <br />MECHANICAL/ELECTRICAL/PLUM BING <br />TC <br />TOP OF CURB <br />PARKING LOT FOR PACIFIC" — ELEV=418.34-' <br />ABM 'B, — SET CHISELED SQUARE ON THE <br />HE SOUTHWEST CORNER <br />CL <br />CLASS <br />MH <br />MANHOLE <br />TG <br />TOP OF GROUND <br />CONCRETE FOR A VAULT WITH TRANSFORMER LOCATED ON THE <br />CO <br />CLEANOUT <br />MINI <br />MINIMUM <br />TP <br />TOP OF PAVEMENT <br />CAST SIDE OF ASSOCIATED BLVD., 60' SOUTH OF THE <br />GOVERNING <br />AGENCYTQ <br />TnD nC C TA IDC <br />INTERSECTION WITH INDUSTRY ST. — ELEV=423. 2' <br />