Midwestern Engineers, Inc. Plan Preview

N z 0 0 + 0 <O 0 0 + I.O <O 74-14-15-300-029.000-016 Youngblood, Margaret (1%) Co!lignon, Robyn- Coomes, Kari- Wells, Sherry CULTIVATED FIELD 0 0 + 0 I'-- CULTIVATED FJELD 0 0 + I.O I'-- 0 0 + 0 00 CULT!VATEO FIELD S.N2 74-14-15-400-026.000-016 Goldman, Floyd Keith & Tara Leigh Compton EX, 4• PVC SDR-26 1965 Pt.ANS BY SEICO INC. SHE£! 8 J- - • - ------- - · .................... ---- 0 a. OM + N0 f­<O w S.N. I - ---- ---- - --,:-• - --- --- ----·--· -:.-- . a :¼ll'W- · w <( I tii (/) w ::!; z ___J Ct'. I LL uo f- f­ <( z ::!; 0 u w z ___J S.N. 1 SN2 SN3 S.N.4 SN2 , .- --:,- --111-,..;- --;._-M----.:: I ... • • , SR66 I C - Is� 1 I r i""_ .,,. I • I • CULTNATED FIELD SPECIAL NOTES 74-14-22-500-022.000-016 Seng, Gregory & Seng, Philip & Seng, Steven OBA Seng Brothers I I EXISTING WATER MAIN TO REMAIN IN PLACE J EXISTING WATER MAIN AND EXISTING SERVICE L1NE 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 / I \ MAIN ; 1 '1 I CUT, CAP AND RETIRE EXISTING WATER MAIN ON BOTH LIVE AND RETIRED SECTIONS OF PIPE / I & ,t 0 INSTALL A LINE STOP PLUG VALVE (SIZE) /• I " 1 • . \ SNS 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 / I t LINE INSTALLED FROM NEW DISTRIBUTION MAIN AND CONNECTED TO EXISTING CUSTOMER SERVICE LINE. / '/ l -��...j.! E � X t lS � T � IN � G ':!l' W � A � T � E � R � M � E 1 T � E � R � A � N � D � P � I T � T � O !c£, R l E � M � A � IN � IN � P � L � A � C � E � . � N � E � W � S � E � R � V � l � C � E � L � IN � E � l � N � S - TA _ L _ L _ E _ □ _ F _ R _ o_ M _ N _ E _w____ � ,----/ · 1,__...._____ \_\----------_.::.._ � \\ \ ' ",,'},-:'ti\ . , 1 ' - \\� �,.. >.;. � S.N 6 DISTRIBUTIO_ N MAI_ N flNp CONNECTED TO EXISTING CUSTOMER SERVICE LINE. l � \ ' s.N. 'I REMOVE EXISTING APPURTENANGE to 18" Bl<LOW GRADE AND FILL VOID WITH GRADE B BORROW BACKFILL. ALL NEW MAINS TO BE CL-200 (MINIMUM) (IRON PIPE SIZE EQUIVALENT OUTSIDE DIAMETER) WITH TRACER WIRE UNLESS OTHERWISE SPECIFIED 8 N. ii INSTALL A GATE VALVE (SIZE) - s.N. 9 1NsfALL A 3-VVAY FIRE HYDRANT ASSEMBLY WI 6" GATE VALVE SN10 INSTALL A FLUSH HYDRANT ASSEMBLY WI 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) G N 1 0 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 'v- \ I I I I • SR66 S.N 4 (4') �--✓ I WET TAP EX 4" MAIN WITH A 4"x4"x3" STAINLESS STEEL TAPPING SLEEVE, A 3" TAPPING GATE VALVE AND A FLUSH HYDRANT ASSEMBLY / '-'=.:.__.:..:..::.c_____,:c:..:=::..::..: _ -;;??;;;_ ?,=;;;;;1/ STONE \ � I ,. AA S.N. l STONE SEMI PARKING r, -01�' LLC THIS PLAN VIEW IS PRIORITY #1 • I ...,... � • ' I I 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 #1 ' ' . � • \ 0 0 + 00 • • SR66 , J; � " GRASS ., ' - - � >;s 0 0 + ... 0 � (J) ,. • CULTIVATED FIELD ' � · .. '<Jl ___J ± R/W ( I I • / ( S.N.2 --------: .. / / ., I PSD .... ' �� LU - � I! <(. (/) tii (/) · -... ....,....i w t= 55'- Z � I - z ___J 0 Io u f- f­<( z ::!; 0 u w z ___J • / ---- 0 0 + 0 N / � " a - ,/ / SCALE: 1" - 100' r-..r- 0 50 I 100 PLAN No. 1 � z 0 ___J 0 a. + I.O �N N � f- - W --- - - ----l <( w f- I (/) (/) Wz ... Zo ___J 0 I- u f-f- z <( 0 ::!; u w z ___J SCALE: 1'' - 100' l""\---0 50 I 100 PLAN No. 2 • - REVISIONS BID SET C> 2023 Midwe.tem Engineer.;_ Inc. 802 W�sl Ilrnadway Street P.O. Box 295 Looguotee. Indiana 47553 DATE NOV. 2023 DESIGN J.W.W. DRAWN K.J.G. Q.C. CHECK PROJECT NUMBER 2017043-01 24 24 DF FILE NUMBER 43701 54 I Do Not Use Plan Previews for Take Off