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1 1 2 1 3 1 4 1 5 6 1 7 1 8 <br />U <br />N <br />EMP <br />F <br />100 <br />'b1 <br />I— <br />W <br />W <br />LL <br />z <br />O 80 <br />W <br />J <br />W <br />100 <br />70 <br />100 <br />N <br />W 90 <br />W <br />LL <br />Z <br />O <br />W 80 <br />W <br />70 <br />70 <br />60 <br />Oi <br />g 1 I f i <br />f d <br />t D-2 TYPE F INLET (FDOT 233) I <br />PROPOSED B s <br />EXISTING GRADE TOP EL=82.10 PROPOSED ADE r k D-1 TYPE F INLET (FDOT 233) ; <br />C R , <br />POND EXPANSION 24 DIA RCP INV EL=77.50 I TOP EL=82.10 <br />I <br />24" DIA RCP IN EL-77 50 4" ° `, — DIA RCP V EL-7 90 2 IN 7 <br />I 1.030/© P.84% _ _ 0.84% 1.07% <br />I/�— 3 --—------------ --- -- ----- — --------g---- — — — — — — — ---- ; -- ------ ----- <br />3 <br />i <br />i <br />I <br />i <br />/ <br />\_D-t MITERED END SECTION (F DOT 272) 132 LF OF 24" DIA RCP @ 0.4% 7 _ 211 LF OF 24" DIA RCP @ 0.2% <br />24" DIA RCP INV EL=77.00 % I <br />I <br />I <br />g <br />a <br />I <br />3 { pp S <br />f f <br />, , <br />� : 3 <br />z O _ O O O d M I` r CO - O - �— N M „L d Lo ,• 4 co N c- 00 <br />C" O O O O :,, r : Od CO : _, M M O Cr N N <br />(` !� CO N n N N N N N ^rj N N M ; <br />N, <br />,,..: <br />� .. � �- � Y (` , � O �,., CO «; 00 �� W tt� 00 ,�� 00 �� CO '� 00 max? coN`' ONO cxs ONO ��` O �.� � �a CO CO s' ONO � co O e <br />00 <br />+ + + 1+00 + + + 2+00 <br />CL <br />.100 -80 -60 -40 -20 0 20 40 60 80 100 <br />B STA 1 +00 <br />8 <br />-100 -80 -60 -40 <br />CL <br />-20 0 20 <br />STA 2+50 <br />9 <br />0 20' 40' <br />SCALE IN FEET (HORIZONTAL) <br />0 10, 20' <br />SCALE IN FEET (VERTICAL) <br />40 60 80 100 <br />100 <br />H <br />90 W <br />W <br />LL <br />Z <br />O <br />H <br />Q <br />80 J <br />W <br />70 <br />100 <br />90 W <br />LL <br />Z <br />O <br />H <br />80 w <br />J <br />W <br />70 <br />1 ' 2 ' 3 ' 4 <br />+ 3+00 <br />DISTANCE (FEET) <br />A PROPOSED GRADE PROFILE <br />8 HORIZONTAL: 1" =20' <br />VERTICAL: 1" =10' <br />+ + 4+00 + + + 5+00 + +' , <br />6+1 <br />LUE <br />I— <br />W <br />W <br />LL <br />z <br />80 <br />O <br />a <br />W <br />J <br />W <br />70 <br />60 <br />)0 <br />/G1 <br />C <br />D <br />E I <br />REV <br />DATE <br />DESCRIPTION <br />DRN <br />APP <br />Geosyntec'alsvmm� -waft, n <br />consultants C 0 N S r R u C T 1 0 N <br />12802 TAMPA OAKS BLVD., SUITE 151 ALSTON CONSTRUCTION <br />TAMPA FL 33637 USA ONE O'HARE CENTER <br />TELEPHONE: 813 558 0990 6250 N. RIVER ROAD, SUITE 4050 <br />7 DETAIL AUTHORIZATION NUMBER 4321 ROSEMONT, IL 60018 USA <br />TITLE: <br />9 PIPE BEDDING CROSS SECTIONS <br />SCALE: NTS <br />PROJECT: NESTLE ZEPHYRHILLS PLANT <br />4330 20th STREET, ZEPHYRHILLS, PASCO COUNTY FLORIDA <br />SITE: <br />TRUCK PARKING MODIFICATIONS <br />F <br />THIS DRAWING MAY NOT BE ISSUED <br />FOR PROJECT TENDER OR DESIGN BY: MHS DATE: OCTOBER 2019 <br />CONSTRUCTION, UNLESS SEALED. <br />DRAWN BY: MRM PROJECT NO.: FL3619 <br />SIGNATURE CHECKED BY: MHS FILE: FL3619PO5 <br />REVIEWED BY: TDA DRAWING NO.: <br />DATE <br />PERMIT DRAWING - NOT FOR CONSTRUCTION MICHAEL H. SCOTT, PE - LICENSE NO.72475 APPROVED BY: MHS 11 OF 12 <br />5 6 7 8 <br />i - fir. i : 8 <br />