Midwestern Engineers, Inc. Plan Preview

..... I �� / EX1STlfjG1AOBILE _H.QM!: STRUCTURE - LA - -879 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 SHAL 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. ( -{ :;\ ' B LL RESTRAINT HARNESSES-----1, ' ' ' R , Q'D FOR TWO JOINTS OUT .\:'--"':', ' � ' \ N� \ ' ' F r OM POINT OF CONNECTION \ 9. \ \ * \ SERIES 1100 MEGA LUG RESTRAINT \ - )-- 1 '� ...A SERIES 1100 MEGA LUG RESTRAINT-� "" 16"x16"x16" 0.1. TEE POURED CONCRETE THRUST BLOCK . . ' . •• •• .· •• 16" ANCHOR COUPLING 16"x12" D.I REDUCER • • 12" ANCHOR COUPLING SERIES 1100 MEGA LUG RESTRAINT 16" ANCHOR COUPLING POINT OF CONNECTION NOTES: 1 ALL TEES AND 90 DEGREE FITIINGS TO BE INSTALLED LEVEL WITH EXISTING AND PROPOSED WATER MAINS VERTICAL ELEVATION TO BE GAINED WITH ADDITIONAL VERTICAL FITIINGS 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 0.1. FITIINGS, 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. 16" BUTIERFLY VALVE BELL RESTRAINT HARNESSES REQ'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION 16" 0.1. CLASS 250 WATER MAIN 16" 0.1. CLASS 250 WATER MAIN BELL RESTRAINT HARNESSES REQ'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION POINT OF CONNECTION No. 1 DETAIL 00 NOT SCALE POURED CONCRETE THRUST BLOCK 8" 0.1 90 ° ELBOW I .' 8" ANCHOR COUPLING----. [ �'---� J ., ,c 16"x8" D.1 REDUCER------'/ -- ,(i 16" ANCHOR COUPLING 16"x16"x16" 0.1. TEE � ,1 16" ANCHOR COUPLING -,.i- -I 16" BUTIERFLY VALVE � ') POURED CONCRETE THRUST BLOCK • ,. •• . . t./1 ' ' �---BELL RESTRAINT HARNESSES L..u: REQ'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION 0.1. SLEEVE ' . . . ' .. SERIES 1100 MEGA LUG RESTRAINT J 6" THK. STONE BASE AS REQUIRED UNDER POINT OF CONNECTION {TYP.) 16" 0.1. CLASS 250 WATER MAIN 16" MEGA LUG RESTRAINT 16" BUTIERFLY VALVE BELL RESTRAINT HARNESSES REQ'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION CONCRETE OR STONE CRADLE, AS REQ'D (MIN. 6" SEPARATION) POINT OF CONNECTION No. 2 DETAIL DO NOT SCALE / / S.N. 1 S.N. 2 S.N. 3 S.N. 4 S.N. 5 S.N. 6 E.C. 1 E.G. 2 E.G. 3 E.G. 4 E.C 5 E.C 6 E.G. 7 / - ,,_. ···---- - -<F' i11 I I ,,,, I --- \ -- SCALE. 1• •SO" �- SPECIAL NOTES INSTALL A BUTIERFLY VALVE (SIZE) ". 2' CUT, CAP AND ABANDON EXISTING WATER MAIN ON BOTH LIVE ANO ABANDONED SECTIONS OF PIPE (SIZE) EXISTINGWATER MAIN SHOWN AS CROSS HATCHED TO BE ABANDONED IN PLACE EXISTING VALVES, HYDRANTS AND OTHER NECESSARY APPURTENANCES TO BE REMOVED 18" BELOW GRADE, FILL VOID WITH GRADE "B" BORROW BACKFILL, REGRADE AND RESEED INSTALL A 3-WAY FIRE HYDRANT WITH A 6" GATE VALVE INSTALL A GATE VALVE (SIZE) EROSION CONTROL NOTES EROSION CONTROL BLANKET SILT FENCE TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD PORTABLE TOILET PORTABLE CONSTRUCTION DUMPSTER TEMPORARY CONCRETE WASHOUT BASIN INLET PROTECTION FILTER SOCK GENERALNOTE: 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.G. 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 � -; ' C � ·:: 0 -e . " � ::; � c, • >< :I: BID SET C 2024 Midwestern Engint'er.s. lnc. 802 w�st Broadway Street P.O. Box 295 Loogoolc>C. Tntliaml 47553 DATE SEPT. 2024 DESIGN EKPL'.SMS DRAWN MMC Q.C. CHECK PROJECT NUMBER 2023062-02 3 3 OF I FILE NUMBER _ 44239 15 I o Not Use Plan Previews for Take Off