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B: \Washinaton\Everett\Sou ndview\2Drawinas\EVSV 110S.dwa Apr 15. 2022 — 11:48am <br />Propose installing approximately <br />80-100LF of 4ft black chainlink <br />fence to separate property. <br />Trees/shrubs provide a good barrier <br />further east & south. South there is <br />existing metal mesh fencing. <br />0 <br />00 <br />I <br />N <br />N <br />0 <br />N <br />a <br />o, <br />vi <br />0 <br />pal <br />SHEET C-1.6 <br />NE AND SE 1/4, NE 1/4, SECTION 03, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. <br />SHEET C-1.5 <br />LEGEND <br />PROPERTY LINE <br />7777-, PROPOSED BUILDING <br />PROPOSED CURB AND GUTTER <br />(PER COE STANDARD DETAIL 305A) <br />PROPOSED TYPE E-1 CURB <br />(PER COE STANDARD DETAIL 305C) <br />EDGE OF ASPHALT <br />x x CHAINLINK FENCE <br />-- - - - - - - - - - -- SAWCUT <br />GUARD RAIL <br />MSE WALL <br />(SEE STRUCTURAL PLANS) <br />PROPOSED ROCKERY <br />(PER COE STANDARD DETAIL 324A) <br />HEAVY-DUTY ASPHALT <br />PAVEMENT <br />LIGHT -DUTY ASPHALT <br />PAVEMENT <br />GRAVEL <br />CONCRETE PAVEMENT <br />CONCRETE SIDEWALK <br />(PER COE STANDARD DETAIL 306) <br />LANDSCAPE AREA <br />HYDROSEED <br />ADA OR STOP SIGN <br />(SEE PLAN FOR LOCATIONS) <br />I? <br />0 50 100 200 <br />SCALE: 1 INCH =100 FEET <br />Proposed 6ft black <br />chain link fence <br />Location <br />NOTES (NAVIX) <br />1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES <br />AND O.S.H.A. STANDARDS. <br />f.urrent Split Rail <br />ocation 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING <br />CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING <br />CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY EASTSIDE <br />CONSULTANTS, INC DATED 09/2016. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD <br />CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE <br />DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY <br />PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT <br />EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE <br />SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND <br />SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. <br />3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE <br />LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON <br />RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE <br />FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE <br />CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY <br />EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY <br />OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH <br />CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. <br />4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS <br />OF OUTDOOR UTILITY YARD, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE <br />BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. <br />5. DIMENSIONS SHOWN REFER TO FACE OF CURB, EDGE OF PAVEMENT, FACE OF BUILDING OR TO <br />THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. <br />6. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD OR <br />LIGHT DUTY PAVEMENT UNLESS OTHERWISE NOTED. <br />7. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S <br />APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. TEMPORARY TRAFFIC <br />CONTROL REQUIRED WITHIN THE MICROSOFT PROPERTY SHALL BE PROVIDED TO MICROSOFT <br />_r OPERATIONS MANAGER PRIOR TO ANY WORK. <br />Is - 8. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS <br />SS SS SS SS SS SS— OF BEARINGS & BENCHMARK INFORMATION. <br />:�.oii 111 9. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COAT. (CONTRACTOR TO REFER TO PROJECT <br />SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) <br />10. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDE, UNLESS OTHERWISE NOTED. <br />A 11. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR <br />RELOCATED AS NECESSARY OR AS SHOWN ON DEMOLITION PLANS. ALL COST SHALL BE <br />INCLUDED IN BASE BID. <br />12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, <br />ALL UTILITIES, STORM DRAINAGE, SIGNS, ETC. AS REQUIRED. ALL WORK SHALL BE IN <br />ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. <br />A.:......a as a fD ALL COST SHALL BE INCLUDED IN BASE BID. <br />a ® 13. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER <br />- - UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. (SEE LANDSCAPE PLANS) <br />O 14. CURB RADII ADJACENT TO PARKING STALLS SHALL BE 3'. ALL OTHER CURB RADII SHALL BE 10', <br />UNLESS OTHERWISE NOTED. <br />15. ALL INTERNAL DRIVES, INCLUDING THE GRAVEL DRIVE CONNECTION SHALL BE CONSTRUCTED TO <br />SHEET H ACCOMMODATE 75,000 LBS, G.V.W. ALL PAVED SURFACES SHALL BE MAINTAINED 365 DAYS A <br />C-1.2 SHEET C-1.1 A YEAR. <br />N 16. 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