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ImAl <br /> STA. 29+70NSTALL <br /> 48" PVC PIPE ALIGNMENT DATA PVCIE ELBOW I II \\\\\\\;\} 111` � e�� `0�9s <br /> PRESERVE ALL TREES IN PLACE <br /> STATION DESCRIPTION N=14053 <br /> UNLESS SPECIFICALLY NOTED ON 44.55 I I I I 1 <br /> THESE SHEETS OR CONFIRMED E=3208393.65 <br /> 17+33.0 BEGIN 48" PVC PIPE N81'57'49"E, 1160.0' \ 1 \ <br /> WITH THE OWNER <br /> 28+95.0 PI AT 22.5' PVC ELBOW N59.27'49'E, 40..0' STA. 29+35 <br /> INST A'.8IW ITANHOLE B REGF�tAADED ACCESS ROAD <br /> =1105312.18 � <br /> \ \ ♦ \ <br /> 29+35.0 INSTALL 6' DIA. MANHOLE N22'22'15"E, 35.0' \ \\1 16'TING ACCESS ROAD <br /> _ 1 11 q � � 1 <br /> 29+70.0 PI AT 22.5• PVC ELBOW N00'07'45"W, 1240.0' E=3208380. 4 <br /> (SEE DETAIL <br /> /f /I1j111 11 II <br /> \ I <br /> 28+95_ INSTALL 22 S' , / I <br /> I REMOVE WASH OUT MATERIAL <br /> ---------------------- LIMITS OF PVC PIPE ELBOW I I AND REGRADE PER SHEET 5 <br /> DISTURBANCE N=1405291.86 <br /> E=3208345.89 9g� I I //// n' I <br /> REGRADE ACCESS ROAD EXISTING 6 X l I I /// V I <br /> STA. 24+35 FOLLOWING INFILL CONTOUR (TYP.) <br /> INSTALL 12' <br /> PVC CLEANOUT _ _ Y i�.'� <br /> (SEE DETAIL e) __- i ' _.- \ F A 1 11 <br /> / / __ _ c <br /> ' ACCESS ROIWO-- -- INSTALL 110 L.F.;OF I I / <br /> 5-STRAND BARBED WIRE FENCE. <br /> RQA __--_---_--_ - PROVIDE GATE FOR ACCEROAD / <br /> . s r1_ '--- <br /> �/ _ '�IRCL_ --------J_ / ---- D 1 'H <br /> RELOCATE FIELD_ <br /> DRAINAGE DITCH ?? ('P 0 <br /> - -_ <br /> CR <br /> -- �" - __ ,"• ; \� REMOVE EARTHEN DITCH <br /> BOYD FREEMAN �F7j I �� / / \\\ AND REGRADE TO PROVIDE CONTOUR TERVAL <br /> MINIMUM 36" COVER <br /> DITCH REPAIR REGRADE LATERAL/ OVER 48" PVC PIPE (TYP.) <br /> 48" PVC BASELINE DRAINAGE DITCH <br /> REGRADE LATERAL/ (SEE DETAIL 13 ) 15 30 so <br /> DRAINAGE DITCH <br /> 503.0 LF O S-.0014 FT./FT. 1287.0 LF O S-.001 FT./FT. <br /> 4691 <br /> �«� --- -- N .---- --- --- --- -- <br /> IR <br /> 4\ q <br /> 4689——— <br /> TOP EXISTING a ♦' ,'�i n <br /> 46117 --- --- ——— --- <br /> — N in ILKA <br /> — <br /> __ <br /> 0 46M --- --- -rim TOP OF EX15MIG <br /> 14685 <br /> 4685 <br /> --- -- --- --- --- --- --- <br /> — ——— <br /> --- --- --- -- ——— --- --- --- - — — -- 4aa2 <br /> v <br /> a660---- --- --- --- --- --- --- y <br /> 4a794679 <br /> 4678 ` — — — �_ - _ E 40" DIA. S 135 I _ 4678 <br /> I <br /> 1676 Y <br /> -9 <br /> M 0% <br /> I1 A, <br /> 230 2++50---- 25+-00--- 25+50 25+00 26+50 vim � - 29+50 -�------. _. 30+50 - <br /> •j la�loas VERT. 1" = 4' ramoer M"Q d,4v„n: aan <br /> REV1 COCOG 13.03 � RT TAW m em I , {/M�I�m `J <br /> 0 1 2 4 MID °0010'" AN&RsoN ConwhiNq EWJ14EERs,INC. OM AM FF199M Me H 484WM PIPE PLAN AND PRMLFREV3 I <br /> HORIZ. 1" = 80• PIAN h PROFILES gRp Cin!•Wuer Rnnunea EnWmnmmlo! /��®�/ pT Ap�A TM p.� e M <br /> GFEM � �AM STA 236W IV STA VUW <br /> V�,S on, p��, PYdnII'q-.iwa t4 Fm fdG,,CO!!l1 02/76/2011 F4rr n-q' UoiF.,v vnam HLL -w <br /> C REV6 D 15 30 60 CJP/BAA y�r� <br />