Midwestern Engineers, Inc. Plan Preview

" 0 f-"' w + w r-- I N <fl � ::;; <fl � w u.. Zo _, F­I Z 00 f- 0 <( w::;; z _, - N:1474244.11 E:244731.60 ' /' - - ,,. ) -- INSTALL 40 L.F. OF 16" RESTRAINED JOINT D.I CLASS 250 WATER MAIN BY UNCASED BORE ACROSS C.R. 650 N N:1474293.38 E:244709.46 FUTURE POINT OF CONNECTION INSTALL 16"x16"x16" 0.1. TEE, 16"x12" 0.1. REDUCER ANO 12" GATE -- VALVE, CAPPED AND BLOCKED. �------------ ) -- ' ) \ '­ __ .., --- - , -65'2- .. -- ' - - - ----------------------------------� FORCE HOLDINGS LLC 03-05-22-000-001.500-009 ---- ---652--- _ / "'- - - - -- --- _,,......._ ,...... - - ALL MAINS INSTALLED STA 38+00 TO 39+50 SHALL BE INSTALLED AT A MINIMUM DEPTH OF 60" AND A MAXIMUM OF 66" NOTE NEW MAINS THIS PLAN TO BE 16" D.L CLASS 250 WATER MAIN WITH POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED. OWNER SHALL PROVIDE ALL D.L PIPE IN ACCORDANCE WITH THE SPECIFICATIONS AT NO COST TO THE CONTRACTOR; CONTRACTOR SHALQ 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. BELL RESTRAINT HARNESSES REQ'O FOR TWO JOINTS OUT FROM POINT OF CONNECTION 16" 0.1. CLASS 250 WATER MAIN 16" MEGA LUG RESTRAINT 16" BUTIERFLY VALVE 16" ANCHOR COUPLING POURED CONCRETE THRUST BLOCK 16" ANCHOR COUPLING ' ' 16" BUTIERFLY VALVE 16" MEGA LUG RESTRAINT 16" 0.1. CLASS 250 WATER MAIN BELL RESTRAINT HARNESSES REQ'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION SERIES 1100 MEGA LUG RESTRAINT 0 ' 6" THK. STONE BASE AS /REQUIRED UNDER POINT �/ OF CONNECTION (TYP.) .. POURED CONCRETE THRUST BLOCK POINT OF CONNECTION NOTES: 111'-----�8" D.I SLEEVE ALL TEES AND 90 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 FITIINGS AS NECESSARY 8" 0.1. PIPE 8" MEGA LUG RESTRAINT .. ·, POURED- - CONCRETE THRUST .. 16"x16"x8" 0.1 TEE 8" MEGA LUG RESTRAINT BLOCK 8"x8"x8" 0.1. TEE 8" MEGA LUG RESTRAINT SERIES 1100 MEGA LUG RESTRAINT CONCRETE OR STONE CRADLE, AS REQ'D (MIN. 6" SEPARATION) 8" D I. 11.25 ° BEND �----_:::,.__8" MEGA LUG RESTRAINT BELL RESTRAINT HARNESSES REQ'D FOR TWO JOINTS OUT FROM EACH POINT OF �' CONNECTION (TYP.) "'-----6" THK STONE BASE AS REQUIRED UNDER POINT OF CONNECTION (TYP.) ' 8" GATE VALVE 2. FOSTER ADAPTERS MAY BE USED IN PLACE OF ANCHOR COUPLINGS TO CONNECT TO MECHANICAL JOINT APPURTENANCES WHERE ALLOWED BY THE OWNER. 8" D.I. 90 ° ELBOW 3. ALL CONCRETETHRUST 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. ·� , ..:---- 8" MEGA LUG RESTRAINT 4. ALL 0.1 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. ,'c 6. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE ON A MONDAY OR A TUESDAY. 8" MEGA LUG RESTRAINT 8" ANCHOR COUPLING 8" GATE VALVE 8" D.I. PIPE A 8" 0.1. SLEEVE 8" MEGA LUG RESTRAINT \ 8" 0.1 CLASS 350 1_:::::-.... ) WATER MAIN . ' f----8" 0.1. CLASS 350 WATER MAIN ' . 8"x8"x8" D.I. TEE 8" MJ ADAPTER 6" MEGA LUG RESTRAINT 4" MEGA LUG RESTRAINT 6" ANCHOR COUPLING 6" MEGA LUG RESTRAINT 6" 0.1. CLASS 350 WATER MAIN •• ' \-----POURED CONCRETE----/ 1----4" PVC SDR-21 WATER MAIN 6"x4" 0.1. REDUCER SERVICE METER RECONNECTION PAY ITEM 6"x6"x6" D.I. TEE� ( ,::::-1 ' "' ' ' "' ' ' . ' THRUST BLOCK �-�--� ' ' '" ' ' 0 ' '0' CUT/CAP/BLOCK \ ;- \ ��' -(;�-.:-;�� I Ill 1 �, - - ----- - 1)c :-\, EXISTING 4" GATE VALVE TO � REMAIN AFTER COMPLETION OF t1 CONSTRUCTION. VALVE SHALL BE PERMANENTLY CLOSED AND 1 THE VALVE BOX REMOVED TO 1..::::::-, J 18" BELOW GRADE. --- --- ------ -- - ------ - - 1 (_ ------ ----- -\__EXISTING 4" 0.1. MAIN TO BE RETIRED IN PLACE --- --- CONTRACTOR SHALL VERIFY SIZE OF AND MATERIAL OF EXISTING MAIN PRIOR TO ORDERING MATERIALS REQUIRED FOR DECOMMISSIONING UPON COMPLETION OF CONSTRUCTION 3-WAY FIRE HYDRANT ASSEMBLY WITH 6" GATE VALVE EXISTING HYDRANT AND VALVE TO BE REMOVED TO 18" BELOW GRADE POINT OF CONNECTION No. 3 DETAIL DO NOT SCALE / ( \ I - / ' , -- '- - ) - - = - ( - ) ( -- ---- -------- FUTUREPOINT OF CONNECTION INSTALL 16"x16"x12" D.I TEE, 12" GATE VALVE, CAPPED AND BLOCKED -653- _,.. ---- ---- <.=: --- ' --653--· C) r • ..J------""" SPECIAL NOTES S.N. 1 INSTALL A BUTTERFLY VALVE (SIZE) S.N. 2 CUT, CAP AND ABANDON EXISTINGWATER 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" BELOWGRADE, 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.G. 4 PORTABLE TOILET E.C. 5 PORTABLE CONSTRUCTION DUMPSTER 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. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NEGOTIATE WITH PROPERTY OWNERS AS NECESSARY FOR THE USE OF PRIVATE PROPERTY (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 SHOWN ON THE PLAN SHEETS OR AS REQUIRED BY THE BARTHOLOMEW COUNTY SOIL AND WATER. WATER MAIN PLAN SHEET REVISIONS BID SET C 2024 Midwestern Engin<.'CTS. In�. 802 Wes! Broadway Sm,�t r 0. Box 295 Loogoote,,. Indiana 47553 DATE SEPT. 2024 DESIGN EKPi:'SMS DRAWN MMC Q.C. CHECK PROJECT NUMBER 2023062-02 5 5 OF 15 I FILE NUMBER I 44237 Do Not Use Plan Previews for Take Off