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S-94-1.4TR ,t ASPH I I oU /0 °U /0 jt 0 U/0 -x x 66.4 u x 65.3 TRAILS 4 X6 II I x„64.4 x 64.5 / �°. I I I t / }° / 611� , o M j, 'x / / x 62.5 . /A° Al / Ili \' /i I U/o ` u/o �X 1 < , i/ ' / +63.6 63.4 � 0100 0000 x 62.6 I x 6 .5 0000 bolo, 0100 // � d // � �� �' � / SIG �TE�lT. � / / x 39.3 V�Fi ,' ,' 64.4 0000 6 x64.7 FOR < / X_ -X u X X X ER � X -� X \ a S�� \ x63.2 6 .2 X 4.5 -- -- - ---- - -_ -_� _ -- ��\ - -- --- - - - - -- --- -- ------ -- - -"�- - - - X Q - 0 IMH 66.5 -/ x66 _ x6-- 6 -------- -- - --- ° V x 65.8 - -- .3 --- WATER---- - - - - -- -- -` �� -- oM \� M - - -- -- � � � - --- --- _ x65.7 ' --_ � P - - - - v x H.P. 1 V _ - - Xs5.5 - - - - - - xsss °v °v_� - -- - - -- -- \ -_ oM pno - -- _ _ - _ _ ` �_ -- --- - - - - -_ �� - x65.4 - '- -_ = \ � - ` 2 \� H B � ----- - - - - -- - - - - N \ M U X 67.5 II - - - - -- - - -- ,x 65.3 \ \ `K 64.6 ��."�\ -_ -_ - -- 66.3 -� 0 65.5 ���� _ "�� .X65.4 -_ -- - - _ - MR - -X f _�_� - �` \ 65.6 x- - 68.7 -- -- �� - _ 4 ' X - -� �� \ �� oMH \ \ _ _ - 67.3 `` x66.1 X�_`'C XM \\> \\ �. 67.3 5.2 ��� U \\\ \\ \ x CONSTRUCTION NOTES _ �\ \ 66.5 O MH oMH \ \\ \ \65 5.9 ��� �� � \ x 64.4 � � _ \\ \� x \ ` ` 1O 18" D.I.P., PRESSURE CLASS 250 (MIN.), RESTRAINED, PUSH -ON -JOINT (ANSI /AWWA 375 L.F. C 151/A 21.51), PROTECTIVE COATING: INTERIOR -COAL TAX EPDXY BITUMASTIC \��4.6 NO. 300 -M (KOPPERS CO.), EXTERIOR -1 MIL. BITUMINOUS COATING & 8 MIL. POLYETHYLENE ENCASEMENT. °P O 18" D.I.P. - 900 ELBOW, RESTRAINED PUSH -ON JOINT (ANSI /AWWA C111/A21.11) 1 EA. 65.1 X� \ \\\ \ \\ MH � � - x 64.4 X6.5 \ / / / / D R9, N / 0 j 39.4 / NEW CITY / f6' EXIST. FENCE /ISIGN P o // FWY. / 66.5 R +X(y / �NEAaEa i C'D's»° / EXIST. 2' WIDE A. PVMNT. // 39'5 TO BE REMOVED REPLACED EXIST. C.&G. WITH NEW 2" THI K A.C. AaACE EXIST. 5' WIDE / 65/ ,' // m / 8" 2 CONC. SECT. '� / enDENEv� TO BE REMOVED ¢ TS �� �/ j ,' / + r PF APPROX. STA. 7 +50 CQ/ wQe m2 /. TO STA 11 +25 PROPOSED 18" D.I.P. 65.2/ j ss.e ��T 1 /G SEWER FORCE MAIN t1.5' ABANDONED ELEC. / 1 S/ 8 BLS 7 G ±4.5' MH � � la q �39/ x65.4 °�� /0 ,/ SECTION A -A 3O 2 WIDE 2 A.C. PAVEMENT L.S. \� X a s \\M \\ ��, FATS // STA. 7 +35 TO STA. 11 +25 \ \ MH \ °� M 1 /// o / '; / / / CMSD PROJECT NO. 1112100 -130 SHEET ue 64.5' �� gsby`� , .,\ �. RECONSTRUCTING 2 \% T i / X OH� `, \ FORCE MAIN FOR OF Mi/�< \� ! ` \c ELDEN PUMP STATION 3 SCALE 1 " =30' M o S `