Midwestern Engineers, Inc. Plan Preview

� a w ' � a 0 0 � " � ' 0 " w 0 C 0 I � r � � ,, cm = m w , p ::::� Q -<1 - ' • N , ' i='l c:;> �N • er ,8 .. oM ,i: oO ,i: � -� " w ar • Q ow l"I - � "" ll1 ,, b8 az O'. -, oa o, >9 5N •• , . '" I / ( I I / I I \ \ / I ' / \ \ I I I I I FUTURE POINT OF CONNECTION INSTALL 16"x16"x16" D.I. TEE, CAPPED AND BLOCKED. SNYDER FRANKLIN RICHARDS (3/4 INT) SNYDER CHARLES F REVOC LIVING TRUST (1/4 INT) 03-05-22-000-000.302-009 I / I � I I r-- _,,,. \ BRADLEY REALTY 03-05-22-000-000_305-009 \ \ 1 ALL MAINS INSTALLED STA. 54+00 TO STA. 59+00 SHALL BE INSTALLED AT A MINIMUM DEPTH OF 60" AND A MAXIMUM OF 66" ' ' ' ) ( \ ' \ BRADLEY REALTY 03-05-22-000-000_304-009 \ \ \ \ FORCE HOLDINGS LLC 03-05-22-000-000.300-009 ' \ ' \ ) I \ \ I I I BRADLEY REALTY 03-05-22-000-000.303-009 HUBLER HONDA 0 «> "'f­ + w "'w "' J: <( U) f- z f_ U) 0 I w o z f­ ..J z :r:o (.) (.) f- w <( z ::;; - ..J NOTB: NEW MAINS THIS PLAN TO BE 16" D.I. CLASS 250 WATER MAIN WITH POLYETHYLENE ENCASEMENT AND TRACER WIRE UNLESS OTHERWISE NOTED. OWNER SHALL PROVIDE ALL D.I. 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. 16" D.I BELL RESTRAINT HARNESSESJ REQ'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION POURED CONCRETE THRUST BLOCK 16" MEGA LUG RESTRAINT CLASS 250 WATER MAIN l "-U,C, 16"x16"x16" 0.1 TEE 1) :,.c. E 16" MEGA LUG RESTRAINT . ' . • 16" ANCHOR COUPLING 10" 0.1 90 ° ELBOW ' POINT OF CONNECTION NOTES: 1. 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 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. � POURED CONCRETE THRUST BLOCK ��6" THK. STONE BASE AS REQUIRED ! . � UNDER POINT OF CONNECTION (TYP.) .� �� z- -10" GATE VALVE 10" ANCHOR COUPLING 16" 0.1. CLASS 250 WATER MAIN---� 10" ANCHOR COUPLING,:r'--$ifL'-.i'.F=,,'\, � ' 10" D.I. SLEEVE l ' r \ . , 10"x10"x10" D.I TEE CONCRETE OR STONE CRADLE, AS REQ'D (MIN 6" SEPARATION) ' l�.1. /\______ <l- - --1> ______________________________.:sr,����----- - -- ---- ·' ' y '-------.i=cc;=11c--------------------------------l,,����------------ L.._BELL RESTRAINT HARNESSES REQ'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION SERIES 1100 MEGA LUG RESTRAINT 10" GATE VALVE .. '' • • ' . • . ., • ' " ' POINT OF CONNECTION No. 5 DETAIL 00 NOT SCALE k SERIES 1100 MEGA LUG RESTRAINT EX. IO" PVC --------------------"'""""'___J \ 10" D.I SLEEVE 10" GATE VALVE L_BELL RESTRAINT HARNESSES REQ'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION POURED CONCRETE THRUST BLOCK REVlSIONS SCALE. 1" -oo• D SPECIAL NOTES S.N. 1 INSTALL A BUTIERFLY VALVE (SIZE) S.N. 2 CUT, CAP AND ABANDON EXISTING WATER MAIN ON BOTH LIVE AND ABANDONED SECTIONS OF PIPE (S!ZE) S.N 3 EXISTINGWATER 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 BID SET E.G. 1 EROSION CONTROL BLANKET E.G. 2 SILT FENCE C 2024 J\lidwe5!em Engine�rs. Inc. E.C. 3 TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD 802 Wes! Broadway Street P.O. Box 295 E.C. 4 PORTABLE TOILET Loogool<.'<:. Indiana 47553 E.C. 5 PORTABLE CONSTRUCTION DUMPSTER E.C. 6 TEMPORARY CONCRETE WASHOUT BASIN OATE E.C. 7 INLET PROTECTION FilTER SOCK SEPT. 2024 GENERAL NOTE: DESIGN 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 EKPi'SMS ORAWN SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NEGOTIATE WITH PROPERTY OWNERS AS NECESSARY FOR THE USE OF PRIVATE MMC PROPERTY (REQUIRED FOR E.G. ITEMS No. 3 THRU 7). Q.C. CHECK 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 PROJECT NUt.4BER SHALL BE RESPONSIBLE FOR All INSTALLATION AND MONITORING OF 2023062-02 THE STORM WATER POLLUTION PREVENTION PLAN ELEMENTS AS SHOWN ON THE PLAN SHEETS OR AS REQUIRED BY THE BARTHOLOMEW COUNTY SOIL AND WATER. 7 7 OF 15 I FILE NUt.4BER I 44235 WATER MAIN PLAN SHEET Do Not Use Plan Previews for Take Off