Midwestern Engineers, Inc. Plan Preview

� a w ww w z< z 0 0 < 0 m w 0 �' w 0 0 � I z i +•m < N cw " ';] � I Q C -n VN NO w '- ON > S' 8 ii: .- a;� u • vo " � -� •w '1. � a, - Q _§ � "" :I! •• 68 oz "-, 0� uu ·- <N •• , . <c fORCE HOLDINGS LLC oG-05-22-000-001_500-009 EX. SANITARY MANHOLE RIM: 652.13 INV 12": 637.43 N:1475352.58 E:244652.13 E:24 587.88 INSTALL(2) 16" 45 ° D.1.M.J FlnltNGS / J I� i /f , I i : / / // I , i i' : /,,/ ,/ ! :, i / / • ! i i 1 \ ,/ ! ! : ! ; , 1 i ·1 : ) " - \ 1 < I ! � I : \ // / ' ! ! ) / , / ! ! / / - / 1 ! (j ! ( 1 I/// ii:' t\ �EX.SANITARY SEWER EASEMENT \., - .......-----) I I' I I , I Il l ' I/ \ I I �) \ I I r:, I / - <, < / / I () ' ' I I ASPH. ' - '-----) I I I I I I I' :'1' ,\/ !n � \ I\ \'-s.s., \., )_ I I/ / I \ POINT OF CONNECTION No. 4(STA.43+70) .' � \ j / f \ DRY TAP NEW 16" 0.1. MAIN TO EXISTING 8" MAIN Ii I/ / / ) WITH A 16"x16"x8" 0.1. TEE, AN 8" S x8"x8" 0.1. TEE, ANO TWO(2) 8" 0.1. GATE VALVE . I/ � I / \ '- STATIC PRESSURE 68 P.S.l. I / "'/ / SEE POINT OF CONNECTION DETAIL No. 4, ' PROPOSED WEST PIPE STAGING AREA. CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSPORTING PIPE FROM THE _, ( / \ EXISTING STORAGE LOCATION TO THE a./ 1 1 FINAL INSTALLATION LOCATION. ' 1, ! a ) I I ' 0 ( DI �I '1' I I I I I I I I I I \I ..>---------��-� \ FUTURE POINT OF CONNECTION INSTALL 16"x16"x16" D.I. TEE, 16"x12" D.1 REDUCER AND 12" GATE VALVE, CAPPED AND BLOCKED. --- --- .., I ' \ ) S.N. 3 � 0 ------ ......_ S N. 6(12") I /7" o i \\.! i i1; ( ,---� I, I w J SHIV TAY, LORSV!LLE INC 1( °( � 03-05-22-000-001.100-009 I" _ / l I) : � / \ Ii; rC�O�N=r=R=A=c=r=o=R=S�H=A�L� L�v = rn = 1 =F� Y=s=1z=E� ,� OF AND MATERIAL OF EXISTING ,: !; MAIN PR!OR TO ORDERING / / "" MATERIALS REQUIRED FOR / & DECOMMISSIONING / 1 ?i I � I a ,� ....... ---.. ' ;' -- --- --B------- ,-! ._,, g / 55 3- 1 0' DRA IN ��E &unlrn, ��EM E N T --t--',�:..1 +/ o I w o I f / NEW 1" SERVICE LINE IN 2" HOPE CASING /j \ AND CONNECT TO NEW 1" WATER METER f / \ AND APPURTENANCES IN NEW PIT. I I ', i � g g ', __554- -- - ' / } ;' !' RIVIERA MAYA ;;PRE-;SLLC - -- ASPH i ........ _)/ 03-05-22-000-001.200-009 · 1 ' , i I! � 'f I I 'f i I �j I I I , I I I 1 I I I I I I I 1�+I I I i I I I ' I I I I I I I I I I I I i I I I I I I ec--- ec--- " --- " --- " ,, DRY BASIN \ •s. ', I ,- \ \ BRADLEY REALTY 03-05-22-000-000.304-009 --- ec--- ec---e- \ ' I I I \ \ \ \ .,.- --- - - ,,) " ' \ ) I \ ' \ \ I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Ii I I I ' I I I . .,. ' I I I I 1 I I I E:245343.03 BRADLEY REALTY 03-05-22-000-000_305-009 1 I I I 1 I I I I I I I I \ / I r. N � 1 �.�, 5 � 8 � 0 7171 �, / / / / E 245167.32 CONTRACTOR SHALL PROTECT EXISTING UTILITY POLE DURING CONSTRUCTION AND SHALL TEMPORARILY HOLD AS NECESSARY • I I I I I I , I I I 1 I I I I I I I 1l I ' 1 id I 'il / ' ' 18" MIN. VERT "-. SEPARATION "';:��;;:-;;;,;---, \ INV: 649.15 !N y : 649.22 0 �-------- .,,,..,......M ------- 1[) '-- -655- _:, EX. STORM MANHOLE RIM: 654.37 INSTALL(2) 16" 45 ° D.I M.J. FITIINGS - �554- - I I I I I I :� /,.r -- ---65 4- --- _.- .-- -654- _ N:1475505.05 E:245070.19 I I I r\ \ I I I I I I I I I I I I I I I I I I b I l w ! � I , I ! I I I I I I so -rp o ) I I I I I I I I I I I I I I I I I I 49-1100 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I \ I I '//: '//: I I INSTALL 210 L.F. OF 30"x0.500" WELDED STEEL CASING BY AUGER BORING OR PIPE JACKING _,,., WITH 16" RESTRAINED JOINT D.J. CARRIER PIPE: CASING SPACERS ON 8' CENTERS, CASING END SEALS AND TRACER WIRE: SEE PROFILE, THIS SHEET. ALL BACKFILL IN DRY BASIN BERM STA. 52+50 TO STA. 54+00 SHALL BE MECHANICALLY COMPACTED I \ / ' I / THE OWNER HOLDS A RIGHT OF WAY OCCUPATION PERMIT FOR THE CASED BORING OF U S. 31. --- --- SEE SPECIFICATIONS FOR MORE INFORMATION. I I I I I I / I I I I I / I co CONC. I I I 1 1 1 f, \ I Zi� I I \� '- \ � �\ \ .....- ---655- - .....,_ I \ \ I / / -- - - - I I \ I I I I I -- \ I I I I c_1 ', I \ I I I I ; \ \ I \ \ / i ROCK ISLAND MARKETING INC / I / / I I C/0 PROPERTY TAX DEPT ( I I I I I I 03-05-22-000-000 700-009 I I I I I t I I I I I I I ) I // / ( : I \ \ \ 1 ,' '65 5_ _ ,,- _ -\ c _ I I I I \ r- -- -----/ * -, I I I I,' ,_---- --; r, r----_! - /--, \ I '- '- s:, -5 5 5 _ _) / - - "-. - -656- _,,, - ./ / 'Si,.. - - - '- ......'.) - --- \ J � ..__ � __- - - _..6 55- : (---1- ---,, 0:,, - ------ ! � I I ASPH ' / I I ' I \ 't i', :, \ I '-- - I � � > I • � © ' \. \ \ � � I I J / \ I I 0 ,,..-_,,,., _____ --0 -- o -- CZ, '-.d- ..... -+ co- _,, ._ -654- ....._ _ - _,,,.. l"'- 1!) I!) ------ ....... \ I I ) I I I ;' I \ I I I \ I I I \ I ' " - NOTE 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. POINT OF CONNECTION NOTES: 1 AL TEES AND 90 DEGREE FITIINGS TO BE INSTALLED LEVEL WITH EXISTING AND 2. 3. 4 5. 6. P OPOSED WATER MAINS. VERTICAL ELEVATION TO BE GAINED WITH ADDITIONAL V�RTICAL FITIINGS AS NECESSARY. NO ADDITIONAL PAYMENT SHALL BE MADE FOR T � E USE OF ADDITIONAL VERTICAL FITTINGS AS NECESSARY. F STER ADAPTERS MAY BE USED IN PLACE OF ANCHOR COUPLINGS TO CONNECT TO M CHANICAL JOINT APPURTENANCES WHERE ALLOWED BY THE OWNER. ALiL 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 AL:L 0.1 FITIINGS, VALVES, PIPE AND APPURTENANCES SHALL BE COVERED WITH V-BIO POLYETHYLENE ENCASEMENT. AL:L MAINS SHALL HAVE TRACER WIRE TO EACH POINT OF CONNECTION. ALL CONNECTIONS TO EXISTING MAINS SHALL BE MADE ON A MONDAY OR A TUESDAY. POURED CONCRETE THRUST BLOCK 8" D.I 90 ° ELBOW 8" MEGA LUG RESTRAINT 8" D.I CLASS 350 WATER MAIN ( "21 ' ' I t J t� --BELL RESTRAINT HARNESSES -- -· REQ'D FOR TWO JOINTS OUT 1 --' 1 FROM POINT OF CONNECTION 0 Xw �\_7oj���--;:;,----SERIES 1100 MEGA LUG D.I SLEEVE - ... 'r RESTRAINT 8"x8"x8" 0.1. TEE�, ' r') • • .• • .. 8" GATE VALVE 8" ANCHOR COUPLING ' • POURED CONCRETE THRUST BLOCK - --6" THK. STONE BASE AS REQUIRED UNDER POINT 720 710 - 700 690 680 670 - 660 650 640 ' ' -NOTE: r- - CONTRACTOR SHALL VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES WITH HYDRO EXCAVATION I--PRIOR TO BEGINNING CONSTRUCTION OF THE BORE: THE DEPTH OF THE BORE SHALL BE ADJUSTED AS -NECESSARY TO MAINTAIN MINIMUM SEPARATION DISTANCE TO OTHER UTILITIES.HYDRO EXCAVATIONS -SHALL BE BACKFILLED WITH GRANULAR MATERIAL IN ACCORDANCE WITH INDOT SPECIFICATIONS. := OWNER HOLDS AN ENCROACHMENT AGREEMENT "' "' "' "' _ WITH CENTERPOINT ENERGY FOR THE CROSSING I ,: w w w w -OF THE EX. 8" GAS MAIN IN PRIVATE EASEMENT ' "' a 0 0 a "' � � � � - SEE SPECIFICATIONS FOR MORE INFORMATION. � => => => => i, 0 0 0 0 I I I I ' ' U) us 31 U) U) us 31 U) EXCAVATION SHALL BE BACKFILLED � SOUTHBOUND LANES � � NORTHBOUND LANES � 0 0 0 --0 1-- WITH GRANULAR MATERIAL AND I w w w w -MECHANICALLY COMPACTED IN AREAS CJ CJ CJ CJ \ I 0 0 0 0 -OF EXISTING PAVEMENT OR GRAVEL \ \ w w w w ' \ \ ' - - ' I ' - 7 1 8' 8.8' I I 8.1' I ------� --� - -- -�-- -- - -- - 0.5% MIN. SLOPE / I '/ - - 0 "­"' 1- + w I'- w "'I . (/) i5 z (/) 0 Wo z­ - 1-__J z IO () () I- w <( z ::. :J ,: "' "' � i , ' I 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 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 .N. 6 INSTALL A GATE VALVE (SIZE) EROSION CONTROL NOTES E.C. 1 EROSION CONTROL BLANKET E:C 2 S!LT FENCE E:C. 3 TEMPORARY CONSTRUCTION INGRESS/EGRESS PAD E:C 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 2. 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). 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. SCALE 1"• 50' .--s.. ". ,. ·- .?: REVISIONS \\\\\\\\\\\\11111!////////;. #''\.\ �i THE 11/1° � # Ao.. '.\�........ , ...,,, J>� # r: <::::::.\.fGIS TEf?/,.._/,,0� � '..l,•q- 0 •. <- 'b It! No. \';'.\ � ; { 11100304 !�i Q"-. STATE OF .:�i:2 'a,�-- . - ·� !if �<J'"•,,!.lvD1At<!':,,· - �if 720 '%, J'fo··N ··A···l ·· ····t.� # �/;, 1.\*� / � " : 11 :: 11111� _/_/ EXISTING GRADE ' ' 710 /t,,.,,,;,r,�y� 9/4/2024 700 690 BID SET 680 C 1024 Midwestern Engineer:,, Jnc. 302 West Brn,.dway Stn:cl P.O. Box 295 670 Loogootee. Indiana 47553 660 DATE -· ' -- -- - --:-= SEPT. 2024 DESIGN EKP[SMS 650 640 /) " 8" MEGA LUG RESTRAINT 8" ANCHOR COUPLING " ., OF CONNECTION(TYP.) EL. 641.80 CASING INV. z z a' CASING !NV. ,, ' EL. 642.50 _z DRAWN 16"x16"x8" D I TEE 16" MEGA LUG RESTRAINT BELL RESTRAINT HARNESSES REO'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION ' .. • ••• • •• • •• • • 8" GATE VALVE -.r-,.;- -;, D.I SLEEVE=�.LL 16" MEGALUG RESTRAINT POURED CONCRETE THRUST BLOCK ' ' ' ' ' ' w ' ' ' ' 1 2,J - - �SERIES 1100 MEGA LUG RESTRAINT CONCRETE OR STONE CRADLE, AS REQ'D(MIN 6" SEPARATION) 16" D.I. CLASS 250 WATER MAIN BELL RESTRAINT HARNESSES REO'D FOR TWO JOINTS OUT FROM POINT OF CONNECTION POINT OF CONNECTION No. 4 DETAIL DO NOT SCALE ' , I I 630 BORE PIT 40'L x 15'W x 12'0 620 610 600 590 .2+00 EL. 642.89 � - I EL. 642.00 a' :, :, U) '.{/--a:- "' w CJ CJ--m-, eo--u::-� x--x:-x w--w-w a' _:, -'.{/ -CJ_, � -· !!i INSTALL 210 L.F. OF 30"x0 500" WELDED STEEL CASING BY AUGER BORING OR PIPE JACKING WITH 16" RESTRAINED JOINT D L CARRIER PIPE. CASING SPACERS ON 8' CENTERS, CASING END SEALS AND TRACER WIRE. -1+00 0+00 PROFILE OF NEW 16" WATER MAIN CROSSING U.S. 31 HORIZONTAL & VERTICAL SCALE: 1" = 1O' NOTE: PROFILE STATIONING IS CENTERED UPON U.S. 31 CENTERLINE EL. 643.92 ' I , EL 642.50 ' I 630 MMC RECEIVE PIT 10'L x 5'W x 10'0 Q.C. CHECK 620 PROJECT NUMBER 610 2023062-02 600 6 590 1+75 1+00 6 OF 15 I Fll.£ NUMBER I 44236 WATER MAIN PLAN SHEET Do Not Use Plan Previews for Take Off