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3003 W CASINO RD 2020 BLDG 45-06 Plans 2023-01-26
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3003 W CASINO RD 2020 BLDG 45-06 Plans 2023-01-26
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Last modified
1/26/2023 9:46:17 AM
Creation date
1/25/2023 11:07:50 AM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 45-06
Permit
B2010-015
Year
2020
Notes
EXCAVATE AND POUR NEW SHALLOW CONCRETE TRENCH ON SOUTH SIDE
Address Document Type
Plans
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REVISION <br />Sfli PUMPED INDUSTRIAL WASTE <br />ENLARGED PAVING, MARKING AND UTILITY PLANE) <br />SCALE: 1" = 10' <br />By n=aRareB on1E srrn REVISION ev APPROVE, DATE ,� K LE ACCEPTABILITY <br />�m <br />20808468 SITTS BKL 04.03.20 Q�oc xnsy Sl THIS DESIGN AND/OR SPECIFICATION IS APPROVED <br />® APPROVED BY DEPT. C <br />I <br />IT—xrs <br />LEGEND <br />ASPHALT PAVEMENT <br />LIGHT CONCRETE/ SIDEWALK <br />SOD/RESTORED PERVIOUS <br />CURB AND GUTTER <br /># FENCE <br />GENERAL NOTES <br />ASPHALT (HMA) PAVEMENT PER SECTION A/C607-2 <br />ASPHALT JOINT PER DETAIL 1/C607-2 <br />LIGHT CONCRETE PAVEMENT PER SECTION B/C607-2 <br />® CONCRETE CURB & GUTTER PER DETAIL 9/C607-2 <br />RELOCATED SECURITY FENCE PER DETAIL B/C607-2 <br />© 5'&YD UTILITY TRENCH PER STRUCTURAL DRAWING 45—YD—S454-1 <br />RESTORED PERVIOUS PER DETAIL 11/C607-2 <br />® CATCH BASIN TYPE 1 PER WSDOT STANDARD PLANB-5.20 WITH <br />SOLID METAL COVER PER 6-30.20 <br />12"6 PVC SDR 35 STORM PIPE ® 19,007 <br />0 CAST —IN PLACE CONCRETE CURB PER DETAIL 7/C607-2 <br />i l BOLLARD PER DETAIL 10/C607-2 <br />12. REFER TO SHEET C2C-2 FOR RELATED PROJECT NOTES. <br />rMI CTR I I rTl n NI ICI nTFC <br />v MA Il h LXIMNU UKAULS <br />IF TUNNEL/TRENCH INSTALLATION REQUIRES CURB & CUTTER REMOVAL, <br />SAWCUT ASPHALT AT EDGE OF GUTTER TO CLEAN UNYIELDING EDGE. <br />RE —INSTALL CURB AND GUTTER AT CURRENT GRADES <br />INSTALL TOP OF TUNNEL/TRENCH AT ADJACENT GUTTER ELEVATIONS <br />PATCH AREA BETWEEN TRENCH AND BACK OF CURB PER LIGHT <br />CONCRETE PAVEMENT SECTION <br />RAMP DOWN SIDEWALK AT 12H:1V MAX. TO MATCH TOP OF TRENCH <br />ELEVATION <br />5� IF EXISTING PIPE IS IN .CONFLICT WTH TRENCH, RE—ROUTE UTILITY <br />UNDER NEW TRENCH. PROWDE 6" MIN. BEDDING BETWEEN PIPE AND <br />TRENCH BOTTOM. INSTALL ETHAFOAM PADS ABOVE PIPE IF CLEARANCE <br />IS BETWEEN 2" AND 4". <br />TRANSITION FROM TOP OF TRENCH ELEVATION TO EXISTING GRADES AT <br />10% MAX. SLOPE. ADJUST SAWCUT LINE IF NECESSARY. <br />LOWER VALVE BOX COVER(S) TO MATCH NEW SIDEWALK/TOP OF <br />TUNNEL ELEVATIONS. ADJUST LOCATION IF NECESSARY <br />INSTALL NEW TRENCH PER DIMENSIONS AND GEOMETRY SHOW ON <br />45—YD—S454-1 <br />9. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL COMPLETION OF <br />WORK. <br />SITTS & HILL <br />ENGINEERS, INC. <br />GML . STRUCTURAL . SURVEYING <br />- I <br />allo [: {Rsa�a,a-s«5 I %: (�ss(aTa�snd9 <br />PAVING, MARKING AND UTILITY PLAN 208084681 04.03.20 <br />SHEET <br />SITE PUMPED INDUSTRIAL WASTE <br />SITE 45-YD JOB NO, COMP N0. <br />EVERETT, WA DWG NO, 45—YD—C220-452 <br />
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