Midwestern Engineers, Inc. Plan Preview

\1 0 w w I " z " 4 • e w w 0 z Q 0 " • " • " •' .. � ;��' Ci ill;;\ Q �'� w " - > - � � �I£� ••Cl W �-� 'I'£� QooU wz z- <( � �" -� C 5 s. <o CR 700W � z <t: ....I a. 0 I- ow + w �I � (/) . (/) <t: -I - I (/) I- w� Zo ....I 0:: I u.. (.) 0 I- -<t: I- �is (.) w z ....I S.N. 1 S.N. 2 S.N.3 S.N 4 S.N 5 S.N 6 S.N. 7 S.N. 8 S.N. 9 N z ::5 0 a. ON + N t1; 1-�w.w<t: I I- (/) (/) w� zO - 0:: ....I u.. Io � f- <t: z �o (.) w z ....I • 0 0 + LO 0 /;j 1 CR 700W 40' R/W • CULTIVATED FIELD 74-14-22-200-020.000-016 Umphress, Sherri & Jorgensen, Sheila SPECIAL NOTES EXlSTING WATER MAIN TO REMAIN IN PLACE \ I I 0 0 I + \ 0 � 0 � 0 \ EXISTING WATER MAIN AND EXISTING SERVICE LINE SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS PUT INTO SERVICE AND EXISTING METERS ARE CONNECTED TO THE NEW WATER MAIN CUT. CAP AND RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SECTIONS OF PIPE INSTALL A LINE STOP PLUG VALVE (SIZE) EXISTING WATER METER PIT TO BE REPLACED. NEW SETTER AND APPURTENANCES TO BE INSTALLED IN NEW PIT. EXISTING METER WILL BE RELOCATED FROM THE EXISTING PIT TO THE NEW PIT. NEW SERVICE LINE INSTALLED FROM NEW DISTRIBUTION MAIN AND CONNECTED TO EXISTING CUSTOMER SERVICE LINE. EXISTING WATER METER AND PIT TO REMAIN IN PLACE. NEW SERVICE LINE INSTALLED FROM NEW DISTRIBUTION MAIN AND CONNECTED TO EXISTING CUSTOMER SERVICE LINE. REMOVE EXISTING APPURTENANCE TO 18"BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL INSTALL A GATE VALVE (SIZE) INSTALL A3-WAY FIRE HYDRANT ASSEMBLY W/ 6"GATE VALVE S.N. 10 INSTALL A FLUSH HYDRANT ASSEMBLY W/3"GATE VALVE S.N.11 INSTALL 2"HOPE CASING WITH 1"CTS-CL-200 (MIN.) SERVICE LINE WITH TRACER WIRE BY DIRECTIONAL BORE (LENGTH) ' ' ' ' ' ' ' I I 0 \ 0 + \ LO � \ ---------------------, 0 0 + LO N � .... - SPENCER COUNTY REGULATED DRAIN WILLOW POND DITCH INSTALL300 L.F OF 8" REST. JOINT CL-200 (MIN )(IPS EQUIV OD) PIPE WITH TRACER WIRE BY DIRECTIONAL BORE MINIMUM 5' DEPTH FROM WATERWAY FLOW LINE TO TOP OF MAIN REQUIRED • I • I • I • I • I • I • j22ej •-�W_LIMIT ----- -------------- - - - --- - -- -- -------------- - : - :: O �;: ---------------- 160'P,S£MENTUMIT -------------- ! CULTIVATED FIELD �--� S.N. 8(8'; INSTALL A LEAK DETECTION DEVICE • 40' R/W I j 221 F � INSTALL 50 L F. OF 8" REST. JOINT CL-200 (MIN )(IPS EQUIV. OD) PIPE BY UNCASED BORE WITH TRACER WIRE 74-14-22-300-024.000--016 Wayman, John D & Janet E Sherri Guardian of - 1 Estate j227j CULTIVATED FIELD • I ,"""'"' UM/I t§Q___________ • ¢ CR 700 I _:, I • I • I • I • I • I • I • I • I • I • I • I • I • I • I N z <t: ....I 0 a. 0 I­+w�w I . (/)� (/) (I) I w 1-Z z ....I 0 Io (.) -I- 1-<t: z �s w z ....I ALL NEW MAINS TO BE CL-200 (MINIMUM) (IRON PIPE SIZE EQUIVALENT OUTSIDE DIAMETER) WITH TRACER WIRE UNLESS OTHERWISE SPECIFIED SCALE: 1" - 100' r-..-- I 100 THIS PLAN VIEW IS PRIORITY #3-1 • I • I ' 74•14-22-200-002.000-016 ' • PRIORY 1 CONSTRUCTION INSTALL BORE AS SHOWN THEN DRY TAP EX. 2"MAIN WITH AN 8" 90 ° ELBOW , AND I REDUCE DOWN FROM 8" TO 2" PRIORITY3 CONSTRUCTION: INSTALL 8"MAIN AND APPURTENANCES, TO THE SOUTH, AS SHOWN ON PLAN STA. 152+29 NORTH= STA. 43+20 EAST LINE CONT'D ON SHEET 23 PLAN 2 0 50 PLAN No. 1 ' ' ' I Umphress, Sherri & 74-14-15-300-030.000 ;1 016 South Spencer Schao G.N. 1 ' Jorgensen, Sheila ' ' ' ' • ' ' I ' ' ' ' • ' ' I ' ' ' ' . ' "l "• o, � \, \l .\ GENERAL NOTES THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING DEPTH AND LOCATION OF EXISTING SANITARY/STORM SEWERS AND SHALL MAINTAIN A MINIMUM OF 18"VERTICAL OR 10' HORIZONTAL SEPARATION BETWEEN NEW WATER MAIN / NEW WATER METER PITS AND THE EXISTING SEWER MAIN • ' I ' " ' PROJECT CROSSING #10 - RRP 49.57 INSTALL 80 L.F. OF 18"x0.250" WELDED STEEL CASING BY AUGER BORE OR PIPE JACKING WITH 8" REST. JOINT CL-200 (MIN )(IPS EQUIV OD) CARRIER PIPE, CASING CASING SPACERS ON 8' CENTERS, CASING END SEALS AND TRACER WIRE. SEE SHEET 51 FOR CROSS SECTION ALL NEW MAINS TO BE CL-200 (MINIMUM) (IRON PIPE SIZE EQUIVALENT OUTSIDE DIAMETER) WITH TRACER WIRE UNLESS OTHERWISE SPECIFIED THIS PLAN VIEW IS PRIORITY #3-1 AND PRIORITY #1 (SEE PLAN FOR MORE INFORMATION) -·"; _. 6- " •�- . - ,, , ,,e,- .... ,, ,.. �¥: • • ' ' ' ' • \ ' • ' ' ' S.N.1 ;.- - ' ' ' , ; LUCE � ELEMENTARY SCHOOL I :______________________. SCALE: 1" - 100' r"\-'- I 0 50 100 PLAN No. 2 REVISIONS 1 a .ii ·2 - -" s u "' • :a! g; "' " " BID SET C 2023 Midwescem Engineers. Int. 802 We,;1 Broadway Street P.O. Box '.'95 Loogooltt. lodi:ina4755J DATE NOV. 2023 DESIGN J.W.W. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 44 44 OF 54 FIL£ NUMBER 43681 Do Not Use Plan Previews for Take Off