Midwestern Engineers, Inc. Plan Preview
SN. 1 SN2 SN. 3 S.N.4 SN. 5 S.N 6 SPECIAL NOTES EXISTING WATER MAIN TO REMAIN IN PLACE 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. 74-14-29-100-004 000-016 Mattingley, Joe C & Mary Janet & Sanders Sandra J - -- 0 0 + 0 N - 74-14-28-200-001.000-016 Mattingley, Joe C & Mary Janet & Pennington, Patricia Ann AJ,tTCONm'.lL ""' N z <( ...J o CL0 I + UJa:, UJ NI <i. (/) ti (/)UJ I z 1- - z •-•-' MTl'IFENCECtWlGER � ,,, , if ---------v------------ 30 ' ---- -------------;7---------:;?""'oo r rASE��----------------------------- ---------- 3Q__ I ,... ---- ' LKT. / I --' 0 1 • �-- --.... ��J.71---1- � 457 1n - �------L4ss r___ .,....J....r_ s.N. s r 6, 1 ,,ct ., •.� , . . _ . , · ,e F-- - �OAlTLE- J,0! - .- - I 4 56 1 �RY POND ) L.F. OF 6" REST. JOINT 74-14-29--400-029.000-016 L - - - PS EQUIV OD) PIPE BY Stallings, Byron D & Kim _ ,._ •-•-• 1TH TRACER WIRE - 0-•-·-•-·-·-·-·-·-·-·-·-•-·-•-·-·-•-·-' EASEMENT CON0ffiONS CONTRACTOR SHAU.NOTIFY OWNER ffitoR TO DIGGING ON PROPEffJY CULTIVATED FIELD 111 _,..... -'' • CULTIVATED FIELD ·4 - � Z 174-14- -410-0'!2.odtko16J '-./ • HOUSE '4. ,.,_ , " ., � 0 a n over, � � l b a�l\� .,_ ns fan i!74-14-29-400-029 000-015 111 74•1��-040 000--016 g /74.14.25.300-001 001-015 , :� (.) ._,._,__,._,.__ _ ,.Jl::::_�:n o v e : ' JStall m gs , Byron D & Kim l_...e'.:.,--Stallings, 'e'yl'Q/1 D & K1 \ CD lstggs, Lisa A � � w INSTALL 100 L.F. OF 6" REST. JOINT � -- 4 58 - ---- ./ I 3 CL-200 (MIN )(IPS EQUIV. OD) PIPE BY f ' /4 • 1 UNCASED BORE WITH TRACER WIRE 2 GAR. r 11 I =•-•-•7•-•--t -•-•-•-•_:__.J I I • I I I I ; , \ 1 1 I \ / . ' // I \ / . ' _/ I 74-14-28-300-007. 000-016__J Stevenson, James Morgan Jr '--------------------------------------------------------------· • ------1----- S N. 7 REMOVE EXISTING APPURTENANCE TO 18" BELOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL. ALL NEW MAINS TO BE CL-200 (MINIMUM) (IRON PIPE SIZE EDU ER) WITH TRACER WIRE UNLESS OTHERWISE SPECIFIED SCALE: 1" � 100' e--- 0 50 I 100 S.N. 8 INSTALL A GATE VALVE (SIZE) SN, 9 INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WI 6" GATE VALVE SN. 10 INSrALL A FLUSH HYDRANT ASSEMBLY WI 3" QATE VALVE S.N.11 INSTALL 2" HOP� GASINQ WITH 1" crs-CL-200 (MIN ) SERVICE LINE WITH TRACER WIRE BY DIRECTIONAL BORE (L�NGTH) G.N 1 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 I NEW WATER METER PITS AND THE EXISTING SEWER MAIN. z :'.5 0.. 74-14-28-200-001.000-016 Mattingley, Joe C & Mary Janet & Pennington, Patricia Ann ' ' \ I I I 0 0 + 0 'Sf' i----, I \ ,,/ • I � • I • I • I • I • I • I I I I I I I I I I / / / / / / I / I I I I I I I I I I I I I I cy61vATEO FlELD I I I I I I 74-14-28- 200-005.000-016 Hickman, Brian D. & Jean M. 8 + 0 "' 0 0 + "'"' 74-14-28-100-003.000-016 Janes, Leonard Trust PLAN No. 1 z <( ...J0 0..0 0 l o UJ + UJa:, I N (/) I I I • / I / S.N9 � ----------------------------------------------------------- + N -c(j"f '° H <( (/) I- -(I) I UJ 1- �s ...J a:: f"' I u. � C o� (.) UJ z ...J I' / I • I • I • 35' I • CR 50 S • • I ·-·-·-·-•-•-·-·-•-•-•-•-•-· 1 T-POST "-..: • I BLKT. • 35' CR 50 S, I • UJ<( ----------------------------- 8 0' EASEMENT U MIT_________________________ II ---------------..® 60" EASEMENT LIM I T-----111 I I SN 8 (6 ' } --------ein· mENn.lMIT ______ r------------------------------------------- 60 ,-EASEMOO - UM"ir ------- -------- � - : F1: ; - Cil' -®---- 60' DSEMOO LIM I T---------------------------- I- UJ, (I) I w (/) zZI ...J 01 IP u r I- z <( 0 74-14-28-300-007.002-016 Stallings, B�ron D. & Kim U.SEMENT CON0ITKrnS """""""5'W.lNall PRIOR10 DIGO • 74-14-28-300-009.000-016 111 1 74-14-28-300-010 000-016 "1 . I Head, Jennifer Wayne Head, Jennifer Ii @ t � i i • 1 CULTIVATED FIELD " 1 • 1 i • . . I I I 74-14-28-300-010.001-016 , 1 74-14-28-300-011.000-016 I; � Stallings, Byron & Kim CULTIVATED FIELD Stallings, Byron & Kim • � • I • I II III t II I I I I i THIS SHfEET IS VOID AND IS NOT PART OF THISiCONTRACT t t i t I I I I ____________,_(_,_41_ 0 ,j__ b j ___________...,_______________j ; �-i__ --- ---- i-------------------�---$ ,1, •�------------�------- 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 #4-3 � (.) UJ, z ...J " - 100· I 100 PLAN No. 2 • u t:: - REVISIONS BID SET 0 2023 Midwestern Engineers . Inc. 802 Wes! Broadway Strcc1 P.O. Box 295 Loogootee. Indian« 47553 DATE NOV. 2023 DESIGN J.W.W. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 2 1 21 OF 54 I FlLE NUMBER I 43704 Do Not Use Plan Previews for Take Off
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