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<br />CONCRETE VAULT �`UIC WELL, SEE DETAIL TO RIGHT �° SPACE WARNING, REFER TO SKEET
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<br />APPROXIMATE MINIMUM COVER OVER DETENTION VAULT / I
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<br />TOP OF VAULT 41Z,00 IE 15"=415.33
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<br />BOTTOM OF VAULT- OZ.00CL
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<br />BOTTOM OF INFILTRATION
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<br />NOTES.
<br />-a 1. ALL METAL PARTS MUST BE CORROSION RESISTANT, STEEL
<br />P F1LE PARTS MUST BE GALVANIZED AND ASPHALT COATED.
<br />GROUNDWATER NOTE: . PROMDE WATER STOP AT ALL CAST -IN -PLACE CONSTRUCTION
<br />PER THE GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, DATED APRIL JOINTS. PRECAST VAULTS SHALL HAVE APPROVED RUBBER
<br />29, 2020, GROUNDWATER WAS ENCOUNTERED DURING BORINGS AT A DEPTH OF 70'. GASKET SYSTEM.
<br />BASED ON THE PROPOSED INFILTRATION WELL DESIGN, APPROXIMATELY 16' OF 3m UIc WELL 10' SPACING HAS BEEN SUPPORTED BY
<br />SEPARATION WOULD BE PROVIDED BETWEEN THE BOTTOM OF THE INFILTRATION AND GEOTECHNICAL ENGINEERING RECOMMENDATIONS.
<br />THE GROUNDWATER.
<br />DETENTION STRUCTURE
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<br />PROJECT HARVEY
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<br />LRR 6202 ASSOCIATED BOULEVARD STORM DRAINAGE DETAILS C-6.3
<br />PERMIT A
<br />6814 Greenwood Avenue N T (206) 522-9510
<br />�NJ& Seattle VGA 38:�0.� Vvv�,tv.PaCLANo,co�1 EVERE17 WA 98023
<br />05/15/2020 05/15/2020 1
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