Midwestern Engineers, Inc. Plan Preview

D ww I < D D " " N D " < • 0 " " w > � 0 I t " -;t• < • • Q �w, . +t;� I ----�9 > - NN X er ig u .. • mN " vO < � -� •w Q D e ;;w :i: " " •• 8� "-, ODu< >Y 5N s* <• � s., ."" /f \. // '&'; /cf,>" / •· % � •- � I , \\ / I ,------------� " � - :g I < / \ ( . ........_ "·......... ...""x// 1 . FORCE HOLDINGS LLC I MATCH LIN<- � � � 03-05-22-000-000 300-009 \ / c / ,- \ -w-,% �. /' _, ., ALL WORK THIS SHEET (STA.88+12 TO STA 78+50) MUST BE / -��jl ff N: f:: :_C10�N1T 1 '0�F �TS� 7: � A �- �?�8 �+�5�0��-­ \ � � -b. .., SUBSTANTIALLY COMPLETED ON OR BEFORE JUNE 1, 2 0 25 1, OM SH"'"' T / 1 \ � % ' / / �l / "" 8 ' _J!· FOR BOTH THE BASE BIO AND THE MANDATORY ALTERNATE ,,, , _.., ) / INSTALL 16"DJ CLASS 250 WATER MAIN 'A' BID. SOME MATERIALS SHALL BE PROVIDED BY THE / l3J / '- "&, \ BY OPEN CUT PLACEMENT ACROSS EBWC OWNER FOR PROJECT FROM POINT OF CONNECTION No. 6 / I) f E.C· ., i'' ----- / __ 1!''(6/s a:;., I ,,- - -\ Q.,s- � j �<i'.i s- Jo-. PRIVATE DRIVE SEE SHEET 14 FOR TO POINT OF CONNECTION No. 7 AT NO COST TO THE _..- / 1 \ ) ......_ / r......... � ASPHALT DRIVE RESTORATION DETAIL INSTALL (2) 16"450 CONTRACTOR. SEE SPECIFICATIONS FOR MATERIAL LIST / ' ,-'""'. ./ / \ , / I TO BE PROVIDED BY THE OWNER. ANTICIPATED DELIVERY , ' , ., , '- ..-- - D.I.M.J. FITTINGS ....._,,.. . . ..._ � DATE AND NOTICE TO PROCEED IS JANUARY 1, 2 0 25. / ., El ( "'./ _ .., o- � POINT OF CONNECTION No 7(STA 88+12) r, • 79+QQ � 18"MIN VERT / , / ) 1, /iiJ ,rf'-� (� SNYDER FRANKLIN R\CHARDS (3/4 INT) SNYDER � DRY TAP NEW 16' D I MAIN TO EXISTING 12"MAIN WITH / i, . -- CHARLES F REVOC LIV!NG TRUST(1/4 INT) A 16" x 16" x 16"D.I. TEE, A 16"BUTTERFLY VALVE, AND SEPARATION 25' DRAINAGE, UTILITY, SEWER & LANDSCAPE EASEMENT / � J \ �s SEE POINT OF CONNECTION No. 7 DETAIL, THIS SHEET. / -� -­ ,. - I __ .,. �_________ _,, ,, ___ 03-05-22- 000 - 000 .3 0 2- 00 9 L· �A � l ( � ) ��� x �� , �� - ��7 E � - �� - ERS - - - - - - - _ r _ -- - -- -I.,- - 16" - - - - - �· � --�- � r �� P L P L P L pl P L P L P L P L PL � P L P L' P. PL pt'S G�S �/el =--!'L G'l$ �� G>Spi:-= GAS� '.", L GAS-- ,es-- Spi:-=GAS ¢ ( \ -- / Fn� U IC FIM U/E FIM JJ'la FIM UIE m U'f,l., U/ E F/!ll Ult I,,, � � \'-!>, - --. (�� 5'MIN_f/ ASPH. ( -..._ ___________ _ ...5'MIN EX. 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NOTE NEW MAINS THIS PLAN TO BE 16" 0.1. CLASS 250 WATER MAIN WITH POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED. OWNER SHALL PROVIDE ALL 0.1. PIPE IN ACCORDANCE WITH THE SPECIFICATIONS AT NO COST TO THE CONTRACTOR; CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OTHER MATERIALS AND APPURTENANCES NOT LISTED IN THE SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTING THE OWNER PROVIDED PIPE AND MATERIALS FROM THE EXISTING STORAGE LOCATIONS AT STA. 46+00 AND 70+00. POINT OF CONNECTION NOTES: 1 ALL TEES AND 9 0 DEGREE FITTINGS TO BE INSTALLED LEVEL WITH EXISTING AND PROPOSED WATER MAINS. VERTICAL ELEVATION TO BE GAINED WITH ADDITIONAL VERTICAL FITTINGS AS NECESSARY. NO ADDITIONAL PAYMENT SHALL BE MADE FOR THE USE OF ADDITIONAL VERTICAL FITTINGS AS NECESSARY. 2. FOSTER ADAPTERS MAY BE USED IN PLACE OF ANCHOR COUPLINGS TO CONNECT TO MECHANICAL JOINT APPURTENANCES WHERE ALLOWED BY THE OWNER 3. ALL CONCRETE THRUST BLOCKS SHALL BE CAST-IN-PLACE AND SHALL BE OF THE DIMENSIONS INDICATED IN THE SPECIFICATIONS. PROTECT MECHANICAL JOINT CONNECTIONS FROM COMING INTO CONTACT WITH THE CONCRETE. 4. ALL D.I FITTINGS, VALVES, PIPE AND APPURTENANCES SHALL BE COVERED WITH V-BIO POLYETHYLENE ENCASEMENT. 5. ALL MAINS SHALL HAVE TRACER WIRE TO EACH POINT OF CONNECTION 6. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE ON A MONDAY OR A TUESDAY. SERIES 110 0 MEGA LUG RESTRAINT EX. 12" D.I. >-------BELL RESTRAINT HARNESSES REO'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION l-----16"D.I CLASS 25 0 WATER MAIN 6"THK. STONE BASE AS REQUIRED [ UNDER POINT OF CONNECTION (TYP ) -� � .,..... � y f 1\,�� f _) '-- 'r 16"BUTTERFLY VALVE ,( _,. )' ,. � � s- ,< if- " " ;( 16"ANCHOR COUPLING '-- ' . \ / 5'-- ,- SERIES 1100 MEGA LUG RESTRAINT EX. 12" D.I. SPECIAL NOTES S.N. 1 INSTALL A BUTTERFLY VALVE(SIZE ) S.N. 2 CUT. CAP AND ABANDON EXISTING WATER MAIN ON BOTH LIVE AND ABANDONED SECTIONS OF PIPE (SIZE) S.N 3 EXISTING WATER MAIN SHOWN AS CROSS HATCHED TO BE ABANDONED IN PLACE EXISTING VALVES, HYDRANTS AND OTHER NECESSARY S.N. 4 APPURTENANCES TO BE REMOVED 18" BELOW GRADE, FILL VOID WITH GRADE "B"BORROW BACKFILL, REGRADE AND RESEED S.N. 5 INSTALL A 3-WAY FIRE HYDRANT WITH A 6" GATE VALVE S.N. 6 INSTALL A GATE VALVE(SIZE) EROSION CONTROL NOTES E . C. 1 EROSION CONTROL BLANKET E.C. 2 SILT FENCE E.C. 3 TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD E.C. 4 PORTABLE TOILET E.C. 5 PORTABLE CONSTRUCTIONDUMPSTER E.C. 6 TEMPORARY CONCRETE WASHOUT BASIN E.C. 7 INLET PROTECTION FILTER SOCK GENERAL NOTE: 1. LOCATION SHOWN ON PLANS FOR REFERENCE ONLY. FINAL LOCATION SHALL BE DETERMINED BY CONTRACTOR. LOCATION SHALL BE APPROVED BY OWNER OR ENGINEER PRIOR TO CONSTRUCTION. 1T SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NEGOTIATE WITH PROPERTY OWNERS AS NECESSARY FOR THE USE OF PRIVATE PROPER1Y(REQUIRED FOR E.C. ITEMS No. 3 THRU 7). 2. OWNER HAS APPLIED FOR OR CURRENTLY HOLDS THE CONSTRUCTION STORMWATER GENERAL PERMIT. OWNER SHALL SUBMIT THE NOi TO IDEM PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL INSTALLATION AND MONITORING OF THE STORM WATER POLLUTION PREVENTION PLAN ELEMENTS AS ec--- • SHOWN ON THE PLAN SHEETS OR AS REQUIRED BY THE BARTHOLOMEW BELL RESTRAINT HARNESSESREQ'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION D.I. 16"x12"D.I. REDUCER , • • • , . • • 0.1. SLEEVE 16" x 12"D.I. REDUCER CONCRETE THRUST BLOCK -BELL RESTRAINT HARNESSES REQ'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION COUN1Y SOIL AND WATER. " POINT OF CONNECTION No. 7 DETAIL WATER MAIN PLAN SHEET DO NOT SCALE I REVISIONS E -�.� E !: ;; ;j , - f w ] ] 0 -5�..;: :P � � ,. BID SET C 2024 Midwestern Engine,,,rs. Jnc. 802 Wc.sl Broadway Street P.O. Box 295 Loogootee. Indiana 47553 DATE SEPT. 2024 DESIGN EKPLSMS DRAWN MMC Q.C. CHECK PROJECT NUMBER 2023062-02 9 9 OF 15 FlLE NUMBER 44233 I Do Not Use Plan Previews for Take Off