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3 � <br /> I � � <br /> i INSTAL2495 <br /> 42 3• PRESERVE ALL TREES IN PLACE 48" PVC PIPE ALIGNMENT DATA <br /> PVC PIPE E OW STATION DESCRIPTION COURSE TO NEXT STATION <br /> N=140529 .86 UNLESS SPECIFICALLY NOTED ON <br /> I II E=32083 89 THESE SHEETS OR CONFIRMED 17+35.0 BEGIN 48" PVC PIPE N81.57'49'E, 1160.0' <br /> WITH THE OWNER 28+95.0 PI AT 22.5' PVC ELBOW N59'27'49'E, 40..0• <br /> 1 t ISTA 29+35 29+35.0 INSTALL 6' DIA. MANHOLE N22'22'15"E, 35.0' <br /> 1 i t INSTALL 8' DIA MANHOLE 29+70.0 PI AT 22.5' PVC ELBOW No(r07*45"W. 1240.0' <br /> �I If INLI405312.18 REMOVE EARTHEN DITCH <br /> \ E43208380.34 AND REGRADE TO PROVIDE 42+10.0 PI AT 22.5 PVC ELBOW N22'22'16'E, 20.0' <br /> (SEE IDETAILe) EXISTING MINIMUM 36' COVER <br /> 16 CONTOUR OVER 48- PVC PIPE (TYP.) \ <br /> I REMOVE 5-STRAND BARBED` +70 TYP, 1 \ STA. 34+35 LIMITS OF <br /> J WIRE FENCE AS NEEDED t 1 <br /> STA. 22.2.5' INSTALL 12" <br /> INSTALL 2 TO ACCOMMODATE PIPE I l PVC CLEANOUT DISTURBANCE / <br /> I <br /> PVC PIPE ELBOW PLACEMENT. REPLACE AT <br /> N=14053 (SEE DETAIL <br /> 93. e) / <br /> i\ <br /> E=320 93.65 <br /> PROJECT COMPLETION 3 ------� \ 13 / <br /> b = <br /> Yr <br /> _____ _ ___ —' _________ <br /> i�4 -- <br /> _--46 <br /> -�_� ����. l 1��� • 13 <br /> 0 ) INSTALL 110 L.F. <br /> �>11 5-STRAND BARBED <br /> WIRE FENCE. PROVIDE r, <br /> (/ TIE REGRADED �s� \\\\\ ♦♦ <br /> 1 ACCESS ROAD \ 1 CONTOUR INTERVAL <br /> TO EXISTING 111t I Z 1-FOOT <br /> ACCESS ROAD <br /> REMOVE WASH OUT <br /> MATERIAL AND REGRADE 13 60 <br /> PER SHEET 14 I ( / II <br /> 1287.0 LF O S-.001 FT./FT. <br /> b90 — --- --- --- —}-- — --- - —� -- off ---- <br /> — --- --- --- --- --- ——+ �• --- --- --- --- +see <br /> 4ee7 — ——— ——— ——— ——— ——— ——— — - _$---- --- ——— ——— ——— 4W7 <br /> --- --- — -- ---- - �---- J--- <br /> �ft --- TOP OF EXIIIIll 10 WEST BANK I6e3 <br /> p ..._ PROPOSED FINAL GRADE _.. - - <br /> 2 �� _ 46e4 <br /> h 4=1 <br /> 46e2 <br /> 6 <br /> �I <br /> m I6e0 4660 <br /> O <br /> V <br /> 4679 4679 <br /> h <br /> C <br /> h <br /> 4678 FLOWLINE 48 DIA. SDR 38 +67e <br /> ——— ——— --- --- --- --- --- --- --- --- yen <br /> a <br /> 4670 -- 9 <br /> At <br /> [.11 1673 + 1+ + + 7�8� e�4"Du a/�/���yy + <br /> 00 <br /> w<v�B VERT. 1 = 4' cocoa 13.03 0 TAW a e7G�e6RN�1it6e eM�CO A�6 Q <br /> "i �/y�� V <br /> 0 1 2 4 �Gu no ���tm ANdEMN CONSUItINCI EWC KERS,INC. BIND V�feiie6Y ye eyf•e 7p�•WH PIPE PLM AND PRIMLE <br /> HOR12. 1• = 60' PUN PROFILES SRP � <br /> Cni/•Wnrer Rearwnrex Envimnn,rnta/ / ��y�i•t .��F"AR Ae�i/L66� <br /> STA 34W TO <br /> =� caam m "I nFl+/..n n f-onr..Ss•wnr,roYlr,FFem,rC•v2,_K»ew0rrinr 11! <br /> ���4W C7 <br /> RREV6 15 30 60 02/16/2011 CJP/BAA NPROVEMIM <br /> fI6W nWw <br /> TIER Ipp( <br />