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P VIV sol" ,QLL CAST - /A,/- �OL.4CE CONCPETE -7 NAVE 3000 PS/ STeENGTH @cam i4 Y5 41-1- SECT /OAS OF THE L /NE Srr,iL_ BE /4i/020S7W7 /C TE'STED- I HAVE REVIEWED AND CORRECTED THIS DRAWING �VF�GlsregFO.•• 9/ TO REFLECT THE GENERAL, AS BUILT, CONDITIONS AS THEY EXIST IN THE FIELD WITH REGARD TO HORIZONTAL POND DIMENSIONS AND DISTANCES ONLY. 2 11 7E6 :x AN ELEVATION SURVEY WAS NOT MADE. THE FIELD INSPECTION WAS CONDUCTED OCTOBER 14, 1993 BY GORDON LAIB OF COORS BREWING COMPANY. 9�'•:;:hAL t- F Q ., OF CO�� • • ` *_ - _ _ LTR. REVISION DATE BY APPR. UNLESS OTHERWISE NOTED TOLERANCES: CHG. CODE B/M DWG. - /aOLED `4 q"� �i,v - =f+ /k :,�L %� s � � & ' - =/ ' / ✓, =<Gp '�CE -c �T" �.� a :.15 . DF�t .Q/L " RAC. ANG.CC V9LVE - A 9e, E C WELDING INSPECTION CLASS 3 FINISH MACH. SURF OTHER SURF. 4 CC /c Fq, l/q i DEBURR SHARP EDGES 7- P/Sc P REF. DWG. 1e M-4 -3 OETA /L a L /FT 5777- 4T /0Aj 4 -44444 %l� l ✓O SCALE W- 243786610 DOCUMENT 7 6 5 CONTROI 4 3 2 0 4— L ADOLPH COORS COMPANY A GOLDEN, COLORADO -_ �EEA/ESB UPG M /NE SELUAGE DISPOSAL S YS TEM SECT /O/VS E DET II DR.0 , 21"s CK�.I�PPR. i ` DATE x/31 SCALE Fps ��loy \. ill 777 77, —� /J/VG /5TUI�-?BrD111i4{� � I P /!G TeEgTMErVT afISTEM / L�I InU I� LE�/E�. - -- —�.. -J - — G /I� 1�,I✓i� LU e ��/ Qyj "r 119' 1 '?1 I 1 11 e1 3 � 2 �o -rte' >,lor�F+ /xuT1 -+ i III;!ErP fX011 GIRAN(E� Az Nt� r r2t-iE'f�2 of Foot -yam . I CC/ATT;- ,e 5 Uk1F`I IN !fl „ I III III!I 1I I' 11917 1 Ill 111 "1' 11 1 U1 I , 1111 gl!ji T 4 Yl� ue 9 POAJD L/1VEe, DUPONT HYPgLO,\/ 60M /LS. 7-H /Ce27 S 4�S TEM J V 8 0 z/ U/EL D// ✓G t/ECK � _. �� FL A A✓G E a /� T/' <_EAGcr FLq//yE CO / ✓Cr ✓7-k /C ,PEJUCE12 TktArA/lt/✓T C'L4 /V7- ILL m � AOAHTE.e N' O DETA /L c J A,lO SCnc.E ri �% I may' 14 ., tiC i LI H5z SEAL AccUND P /p,E- u1 /7-H CO/VCr�ETE 1 ` p/ CO.VC.PETE SPLI- SH PAD O' Ul /DE x S' LOA/G/ /2C /NF.' CU/TH a 3 BFJ.C5 0 11 U-1 UJ. ,=. (YI L) c-///F/V. � i 17.20 3. o Q DE TAIL p A 4„ VE 3 -36 @TOP o (n l I% \= C/JA/GE- L /`2 u7 6Fl PA/ES MoQ =L 5. /t. /O TES 2. OIL HE/.TE2 t�,stNT�.!>_j� IGE FQE. =. �:IZF�Cz� ot-I SJ 4) FIDE HOB } `j;zFA,-,E CF CtRdUt l LI AI rLj i F,&'LI 7z> pcH r.----x a S7,PA/GPT 4! P VIV sol" ,QLL CAST - /A,/- �OL.4CE CONCPETE -7 NAVE 3000 PS/ STeENGTH @cam i4 Y5 41-1- SECT /OAS OF THE L /NE Srr,iL_ BE /4i/020S7W7 /C TE'STED- I HAVE REVIEWED AND CORRECTED THIS DRAWING �VF�GlsregFO.•• 9/ TO REFLECT THE GENERAL, AS BUILT, CONDITIONS AS THEY EXIST IN THE FIELD WITH REGARD TO HORIZONTAL POND DIMENSIONS AND DISTANCES ONLY. 2 11 7E6 :x AN ELEVATION SURVEY WAS NOT MADE. THE FIELD INSPECTION WAS CONDUCTED OCTOBER 14, 1993 BY GORDON LAIB OF COORS BREWING COMPANY. 9�'•:;:hAL t- F Q ., OF CO�� • • ` *_ - _ _ LTR. REVISION DATE BY APPR. UNLESS OTHERWISE NOTED TOLERANCES: CHG. CODE B/M DWG. - /aOLED `4 q"� �i,v - =f+ /k :,�L %� s � � & ' - =/ ' / ✓, =<Gp '�CE -c �T" �.� a :.15 . DF�t .Q/L " RAC. ANG.CC V9LVE - A 9e, E C WELDING INSPECTION CLASS 3 FINISH MACH. SURF OTHER SURF. 4 CC /c Fq, l/q i DEBURR SHARP EDGES 7- P/Sc P REF. DWG. 1e M-4 -3 OETA /L a L /FT 5777- 4T /0Aj 4 -44444 %l� l ✓O SCALE W- 243786610 DOCUMENT 7 6 5 CONTROI 4 3 2 0 4— L ADOLPH COORS COMPANY A GOLDEN, COLORADO -_ �EEA/ESB UPG M /NE SELUAGE DISPOSAL S YS TEM SECT /O/VS E DET II DR.0 , 21"s CK�.I�PPR. i ` DATE x/31 SCALE Fps ��loy