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GOVT BLDG 16-23 to GOVT BLDG 16-52
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Last modified
11/4/2024 9:11:38 AM
Creation date
10/25/2024 3:26:13 PM
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Government Buildings - GOVT BLDG
Project
Module 2B Construction Foothill Sanitary Landfill
Limits
Foothill Sanitary Landfill
Year
2018
Project Engineer
J. Chandra
Supplemental fields
Cross Ref
GOVT BLDG 16-23 to GOVT BLDG 16-52
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PROPOSED 6" AGGREGATE <br />BASE ACCESS ROAD WITH <br />PENETRATION TREATMENT <br />1' MMI. <br />im <br />2' <br />5' MIN. <br />6" THICK CLASS II <br />AGGREGATE BASE <br />VARIES <br />(D50 = 8"), <br />THE FULL <br />AL BOTTOM <br />1' <br />12" MIN. r <br />1' MIN. <br />50' <br />20' <br />• �3�wwI+��I1C� <br />SECTION T <br />1" = 2' CO2C17 <br />VARIES 1' <br />PROPOSED GRADE <br />(NIS) / <br />ARTICULATING <br />CONCRETE BLOCK <br />ARIZONA CROSSING <br />SECTION u <br />1" = 2- G02 C17 <br />CHECK DAM TO SPAN FULL <br />WIDTH OF POND ! 2' MIN <br />ROCK SLOPE PROTECTION T <br />D 4" <br />MZ41*110 <br />0 _— 11113MB <br />REV. NO. I DATE <br />,•] 11� _•SL•_ <br />DESCRIPTION <br />SAH I SAH I JVR I JVR <br />DRAIN BY I DESIGNED BY I CHECKED BY APPROVED <br />DATE OF ISSUE: _11/13/2018__ ___XN ESS/ <br />R <br />DESIGNED BY: __--SAH- _ S <br />DRAIN BY: -_-_ SAH 6 <br />CHECKED BY: � 2 <br />* EXP 11 <br />_�� Q- <br />, <br />APPROVED BY: JVR-- — lF OF C AL <br />This drawing has not been published but rather has been prepared by Geo—Logic <br />Associates, Inc. <br />for use by <br />the client named in the title block, solely in respect of the construction operation, <br />and maintenance of the facility named in the title block. Geo—Logic Associates, <br />Inc. shall not be liable for <br />the use of this drawing on any other facility or for any other purpose. <br />6vit <br />lklal- <br />',(P 41'101 <br />73 <br />CHECK DAM <br />SECTION v <br />ill = 2' CO2UCl <br />Geom 0 1c <br />ASSOC IATES� <br />143E Spring Hili Dr, Grass Valley, Caiifomia 95945 <br />geo4ogic.com 1530.2721448 <br />26' ACCESS ROAD (NIS) <br />ARTICULATING <br />CONCRETE BLOCK <br />1' <br />6' DRAINAGE DITCH <br />2' <br />\ BOTTOM � <br />1, D <br />6" THICK CLASS II <br />AGGREGATE BASE <br />MODULE 2B <br />FOOTHILL SANITARY LANDFILL <br />'1'•"�� lam. <br />2' <br />NOTES: <br />1. ARTICULATED CONCRETE BLOCK MATS SHALL BE 8" MIN. THICK <br />CLOSED CELL BLOCKS. <br />DETAILS <br />9' • <br />C17 <br />AU17.12:54 <br />•aWLkJ r Vrt WrVO i 1 ~" <br />
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