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<br /> PIT COVER PROVIDE
<br /> /•P STEEL DIAMOND
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<br /> 225'-O" \ft GbxH.2 SUPPORT CHANNELS
<br /> _n GROUND ELEVATION QO.00
<br /> 21'-2' S0'-O" �\OQ�oO�U
<br /> -- 4B"m ACP
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<br /> 5o'-a' 25'-0" 25'-0" 25'-O^ so'-o" SECTION 213 - 'CNGINEERING FABRICS
<br /> 213-1 PAVEMENT FA I1RIC MAF
<br /> /�
<br /> _ her Processes
<br /> General. Pa ;meal fabric she I I a ing the
<br /> by heat or \/ I C I N I TY MAF A F N a .205 -25 - 14
<br /> Other processes approvel by the Engineer causing the fibers on r v I 1
<br /> (:I one side only to becowe bonded togeth:r, forming a glazed, -+
<br /> I. delamination-free stirfa.x. The treated sid: of each roll shall be
<br /> marked for easy Iden ificadon. The pav ment fabric shall be
<br /> 1 1 I.�� I O nonwoven, needle-pun.hed polyester or p;lypropylene materials
<br /> T I J� conforming to Table 213-I.1 (A). I
<br /> TABLE 213-I.1 (A
<br /> - Property - ASTM Tr:t Requiremen
<br /> Weight,g/mz(oz./sq.Yd.; D 17-1 119 g/mz 10170 g/mz
<br /> Grab Tensile Strength 2f�nm(Pinch)grip, 134E 2 (3.610 E-0 00 N sq yd)
<br /> N(lbs.) (901les.)min. 7
<br /> Elongation at Break,% 1341 2 40 Mie.,100 max.
<br /> Fabric Thickness,mm(I t Is) of '7 760µm to 1270µm
<br /> Asphalt Retention,g/mz ez./sq.fl.) See Note 1 (30060 g/to 50 Mils)
<br /> (3.50 oz./sq.yd.)min,
<br /> Grab Tensile Strength 25mm 1066 ry1m2
<br /> (1-inch)grip,N(lbs.) (3.50 min.)
<br /> After Asphalt Saturation D4632 890 N(200 min.)
<br /> Elongation at Break,
<br /> Atter Asphalt Saturation 134632 40min.,70mor,
<br /> I. Test per 213-1.5NOTE .
<br /> BITE i�L �l
<br /> DRIVEWAY APPROACH TO BE T
<br /> CON5TRUCTEDIN ACCORDANCE e
<br /> SCALE: I" = 20'-O" WITH GAL TRAN5 ENCROACHMENT 8
<br /> PERMIT REOUIREMENT5 C,
<br /> No
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<br /> r
<br /> s`I6i - 01eU1LAN ' Y
<br /> Application# i
<br /> Received By_L� On �L1071d) ti
<br /> The design, planning and engineering R E V I S I O N S DATE ?/26/00
<br /> data contained in this plan ore the sole JOB $HEFT t3 o
<br /> property or R. E Welty & Associates, Inc. No. DESCRIPTION BY IDATE DR DMB ENGINEERS PROPOSED FIRE HOUSE
<br /> and shall not be used, copied a dot - Re Be WELTY & ASSOCIATES, INC. CIVIL/STRUCTURAL
<br /> Ikaled B port a in whole by any other CK 4+
<br /> person, Corporation or Company without ESCALON CONSOLIDATED FIRE SP1
<br /> the written permission of R. B. Welty$ APPROVED P.O. BOX 1724 (MAILING ADDRESS) ESCALON, CALIFORNIA 3
<br /> be used efal Construction until�t is opp- � 521 13th STREET (LOCATION) MODESTO, CALIFORNIA 95353 - 1724 (209) 526-.1515 - OF 9-
<br /> roved, signed, sealed and dated. 3
<br />
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