Midwestern Engineers, Inc. Plan Preview

,----...,,., &,,, �- \ \ ,..,_,,_ ,-,w- ·-ew-p,,_/ ; ,r-FUTUREPARKING LOT _, ) I \ � I \ I \ I I I I I I I I UTURE ACCESS DRIVE ·- ' ' \ I '- \ / FUTURE RETENTION BASIN� CAP NEW 12" MA I N FOR FUTURE DEVELOPMENT FIRE L I NE CONNECTION SEE DETA I LS ON SHEET 10 E:245839.74 - ) r '- I I / \ I S.N. 6(12") SEE SHEET 10 FOR INFORMATION REGARDING BASE B I D AND MANDATORY ALTERNATE 'A' B I D TIMEL I NE REQUIREMENTS I NSTALL 16" 0.1. CLASS 250 WATER MA I N BY OPEN CUT PLACEMENT ACROSS FUTURE C.R. 700 N. SEE SHEET 14 FOR D I RT ROAD RESTORAT I ON DETA I L. '\ CJ '- \ NOTE: ) / '- \ ---,...,1, \ \ \ (FUTURE PARKING LOT _/' ALL UT I LITY L I NES AND PAVEMENT LOCAT I ONS SHOWN W I THIN THE DEVELOPMENT ARE PLANNED FOR FUTURE I NSTALLATION DUR I NG FACIL I TY CONSTRUCT I ON. FUTURE MAINS AND PAVEMENT ARE SHOWN FOR REFERENCE ONLY AND DO NOT CONST I TUTE F I NAL AS-BUilT LOCAT I ON. I I \ I \ '­ '- \ I I -- - - '- __ _,.,. -, C_J FUTURE ACCESS DRtVE l r---� \ \ '-- \ \ \ R&T TAYLORSV I LLE LLC \ .. ... ( ' ' I ' , ......_ \ 03-05-15-000-001.200-009 '-. ") / ' / r):-� - -'----L--;:: P ; R ; O ; P ; O ; S ; E ;D; E ; A ; ST ;; P � I P ; E = A ::: N ::: D ::: M ::: A ::: T ::: E ::: R ::: I A ::: L = S = S ::: T :::: A :: G :: I N :: G ::::: A ;: R :,: EA :: _===, -- ·-- - ---- - ----_J, /- ,----�\ --- -, \. CONTRACTOR SHALL BE RESPONS I BLE FOR TRANSPORT I NG ....._ '-I OWNER PROV!DED P I PE AND MATER I ALS FROM THE EXIST I NG ' \ \ '\ STORAGE LOCAT I ON TO THE FINAL I NSTALLAT I ON LOCATION. \ ' ' \ ' - '- / '­ 'I I .-- 1 -- ,,------_J\ \ I \ � \ I / I I \ V I ' ' I \ \ I \ \ I \ \ -, TOB I AS SAMUEL M & R I TA E 03-05-15-000-001.201-009 \ - --55s I ::::;: g �r '---,_ II E:245889·74 !(STAG I NG AREA)I \-...... / ALL WORK TH I S SHEET(STA. 78+50 TO STA. 69+00) WITH THE EXCEPT I ON OF THE METER VAULT MUST BE SUBSTANT I ALLY COMPLETED ON OR BEFORE JUNE 1, 2025 FOR BOTH THE BASE BID AND THE MANDATORY ALTERNATE 'A' BID SOME MATER I ALS SHALL BE PROVIDED BY THE OWNER FOR PROJECT FROM PO I NT OF CONNECTION No. 6 TO PO I NT OF CONNECT I ON No. 7 AT NO COST TO THE CONTRACTOR. SEE SPEC I F I CATIONS FOR MATER I AL L I ST TO BE PROV I DED BY THE OWNER. ANT I C I PATED DEL I VERY DATE AND NOTICE TO PROCEED I S JANUARY 1, 2025. \ I '- FUTURE ACCESS DRIVE ( \ ; 6s s .... I ', \ " INSTALL NEW 3" METER PIT SEE DETA1lS ON SHEET 10 I ) E � 61 r E C sl S N 5 PD r-- 0 0 + � r-- - 0 0 + N r-- 0 0 + (") I ...... _ % - �� I§ " \.i \ EX. CHICKEN / \ \ r WIRE FENCE O / O O '-- - O \ '- N:1477041.27 0 0 CJ> � / � '.r N:1477040_99 'i> E:246671.34 <;' 1f tu � \.-.,_ � � E:246651.34 � .i � '- � � � N:1476993.89 ,::::_-655- E:245839.74 � 5M5 C-�=--�---•-----•-----•- - 2-L TM Z"GAS ( > 2"G,;F' ----------..... / ) � 'r· EASEMOO <( . Cf) \...--------� r_ � I x-x-x-x-x x "- �.:::::.... L...: ----2"GA$ - - -2"GAS ----SMS ----<GAS 2"GAS ----<GAS-�� -s ""=.2:G� ----- - -::__:;� ·-e,,;s- 2"GAS 2""GAS <GAs -'<---2" ui � - -, = - ,-- . • • •--- ALL WORK(STA. 69+00 TO STA. 1+49) MUST r---­ BE SUBSTANT I ALLY COMPLETED ON OR � "" ,===-'=" �=.='-'"'"" '=�= �-"-===�, w , -�==-' w "'-, .,�=---' w "'''-='i,=� ..!'!Y' • RIVJ 1 ,'!!f,_=::-= � M'!._ 1 fWI _ "1W w R!W Pm 1 _ fWI W C ;..;;c;;===ae;z,ec,,r,;ic2c=r=�-..,,,., 7,.,,,====--aac-et2-==::c<t=::-oaasr'e ',c 0 -=-==l'ltli= =: 0 -/:� F0 FO OHE'=='=" ;;;:: �i#--� 0 O HE OHE O -/- F�o�I? -- F 3 F­ ��---'"wE------ <>e '-- �c'__--� ----- UIE - - - ui"'" ...._ LI'.:-� ..___ u '.:..._:-=:c_=:--=- �:c'.'" ""� �c;-f--fr "" -,::"';---WE UIE ----1 I 6 .. "' ,_ "' -655 BEFORE OCTOBER 1. 2025 FOR THE BASE BID AND ON OR BEFORE JUNE 1, 2025 FOR THE MANDATORY ALTERNATE 'A' BID. DUCTILE IRON PIPE SHALL BE PROV I DED BY THE OWNER FOR PROJECT FROM PO I NT OF CONNECTION No. 6 TO POINT OF CONNECT I ON No. 1 AT NO COST TO THE CONTRACTOR. NO OTHER MATER I ALS OR APPURTENANCES SHALL BE PROVIDED BY THE OWNER ON THE PROJECT SOUTH OF POINT OF CONNECTION No. 6(STA. 69+00). SEE SPECIF I CATIONS FOR MATER I AL UST TO BE PROVIDED BY THE OWNER. ANTICIPATED DEL I VERY DATE AND NOTICE TO PROCEED DATE I S JANUARY 1, 2025. BRADLEY REALTY 03-05-22-000-000.303-009 --- EX. SANITARY MANHOLE RIM: 655.98 10 I I I I 67+00 I I I I I ! ! � 1Z 1Z :l- ! i:P I ��==�_'-'.��� --= � 7" 2::.[�� -=- ----------------------------------_j � -------j/:__________________ -__________Jl,"J' '�47�7�o12og. b99£: '1 ���,!__�::fu'. N i 1 � 41 � 1 � 0 1 21 i. 6 L 6 }:���-�-i uu 5' E:246651.61 E:246671.61 5' � UJ - .,: z / - - � :::,-..::•2 fW/ R,"w- - fW/ PNI f'/W RN/ R/W RfW R/W R/W ,W, RN/ R/W R/W RMI R/W FINI AA� RN/ - a,w.. WW R/W FllW � :-:i � - 1 =--=--__ -=-- =--�-�=--=--�- - - - - - - - - - - - - - - - - - - - - - - - - - ....,L. / -, 16.. 16" D.L CLASS 250 WATER MAIN I NSTALL 16"x16"x6" 0.1. TEE /§ /- POINT OF CONNECTION No. 6(STA. 69+00) 15' DRA I NAGE, UTIL I TY & SEWER EASEMENT ,,...../ L___-----___----------___--------------____........________ 2:, I DRY TAP NEW 16" D. I MAIN TO NEW 16" MA I N "� __ _...,. ____ ......._ _,- .....__ / / 25' DRAINAGE, UT I L I TY, SAN I TARY & LANDSCAPE EASEMENT "\ '\ I / 11 W I TH A 16"x16"x16" 0.1. TEE AND THREE(3) .. .._ / \ 16" BUTTERFLY VALVES .....__ ) \ I NSTALL 16" D.I. CLASS 250 WATER MAIN \ I STAT I C PRESSURE 66 P.S. I BY OPEN CUT PLACEMENT ACROSS \ ffl i ! 1 1 1 • S THEE IS P S O H I E N E T T OF CONNECT I ON DETA I L No . 6 , \ ) '- ... ._ FUTUREC.R. 700 N. SEE SHEET 14 FOR .-- \ DIRT ROAD RESTORATION DETAIL. N 1476918 28 -::;, / \ • l tr8 1 6 E 245843 57 \.,--.. / !�J I I I NSTALL 16" 45 ° 0.1.M.J. F I TT I NG � r I 11 :l'Dlt.WENT WATER MAIN fASEMENT '----- -655, / \. J ' \ ' - - _i r _____ ) ---, / ____ M _. A _ T _ C _ H � L � IN _ E _ S _ T _ A _ _ . 6 - 6 � + - 5 - 0 ---- ,j' //,- - " 8 s_ - \ LINE CONTD FROM SHEET 7 I / I I �� FORCE HOLDINGS LLC 03-05-22-000-000_300-009 i __.., ,..- 1 ) \ ) I I I __. , \ J NOT • NEW MAINS THIS PLAN TO BE 1 6 " D.l. CLASS 25 0 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 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 4 6 +00 AND 70+00. . ' ' . � I 16" MJ ADAPTER 16" BUTTERFLY � c .. VALVE "ft­ ,; 7'.J< -c, _JG T t.Y \'tj:,"ib' . _,( i-rt -1-:-_ L 16" ANCHOR COUPL I NG 16" MEGALUG RESTRA I NT . ' 11-----BELL RESTRA I NT HARNESSES REQ'D FOR TWO JO I NTS OUT FROM PO I NT OF CONNECTION >------16" 0.1 CLASS 250 WATER MA I N 6" THK. STONE BASE AS REQU I RED /UNDER PO I NT OF CONNECT I ON(TYP. ) 16" MEGALUG RESTRA I NT 16" ANCHOR COUPL I NG PO I NT OF CONNECT I ON NOTES 1. ALL TEES AND 90 DEGREE F I TTINGS TO BE I NSTALLED LEVEL W I TH EXIST I NG AND PROPOSED WATER MAINS VERTICAL ELEVAT I ON TO BE GA I NED W I TH ADD I T I ONAL VERT I CAL F I TT I NGS AS NECESSARY. NO ADDIT I ONAL PAYMENT SHALL BE MADE FOR THE USE OF ADDITIONAL VERT I CAL F I TT I NGS AS NECESSARY 2. FOSTER ADAPTERS MAY BE USED I N PLACE OF ANCHOR COUPL I NGS TO CONNECT TO MECHANICAL JO I NT APPURTENANCES WHERE ALLOWED BY THE OWNER 3. ALL CONCRETE THRUST BLOCKS SHALL BE CAST-IN-PLACE AND SHALL BE OF THE DIMENSIONS I NDICATED I N THE SPECIFICAT I ONS. PROTECT MECHANICAL JOINT CONNECT I ONS FROM COM I NG INTO CONTACT W I TH THE CONCRETE. 4. ALL 0.1 F I TT I NGS, VALVES, P I PE AND APPURTENANCES SHALL BE COVERED W I TH V-BIO POLYETHYLENE ENCASEMENT. 5. ALL MA I NS SHALL HAVE TRACER W I RE TO EACH PO I NT OF CONNECTION. 6. ALL CONNECTIONS TO EXISTING MA I NS SHALL BE MADE ON A MONDAY OR A TUESDAY. 670 660 BELL RESTRAINT HARNESSES REQ'D FOR TWO JO I NTS OUT FROM PO I NT OF CONNECT I ON 650 9ifllt 16" MEGA LUG RESTRAINT 16" BUTTERFLY VALVE POURED CONCRETE THRUST BLOCK 16" D. I CLASS 250 WATER MAIN -- 640 630 1+50 t ..I �I I '" FUTURE _,_, ., COUNTY ROAD W 700 N .--PROPOSED METER P I T I SEE DETA I LS. SHEET 10 I PROPOSED I ''" FIRE HYDRANT I I I I ·-56' 57'� .,..18" MIN VERT. 5.B' I j SEPARATION l �1 UL II � \__PROPOSED 16" ) \__PROPOSED 4" 0.1. CLASS 250 GATE VALVE z WATER MA I N I a' u " w w x x w 1+00 0+50 SPECIAL NOTES S.N 1 INSTALL A BUTTERFLY VALVE(SIZE) S.N. 2 CUT, CAP AND ABANDON EX I ST I NG WATER MAIN ON BOTH L I VE AND ABANDONED SECTIONS OF P I PE(SIZE) SN 3 EXISTING WATER MAIN SHOWN AS CROSS HATCHED TO BE ABANDONED IN PLACE EX I ST I NG VALVES, HYDRANTS AND OTHER NECESSARY S.N. 4 APPURTENANCES TO BE REMOVED 18" BELOW GRADE, F I LL VO I D WITH GRADE "B" BORROW BACKFILL, REGRADE AND RESEED SN. 5 INSTALL A 3-WAY FIRE HYDRANT WITH A 6" GATE VALVE S.N. 6 INSTALL A GATE VALVE(SIZE) HI EROSION CONTROL NOTES E.C. 1 EROSION CONTROL BLANKET E.G. 2 SILT FENCE E.G. 3 TEMPORARY CONSTRUCTION I NGRESS/EGRESS PAD E.G. 4 PORTABLE TOILET E.G. 5 PORTABLE CONSTRUCTION DUMPSTER E.C. 6 TEMPORARY CONCRETE WASHOUT BASIN E.G. 7 INLET PROTECTION FILTER SOCK GENERAL NOTE: 1. LOCAT I ON SHOWN ON PLANS FOR REFERENCE ONLY. F I NAL LOCAT I ON 2. SHALL BE DETERMINED BY CONTRACTOR. LOCATION SHALL BE APPROVED BY OWNER OR ENG I NEER PRIOR TO CONSTRUCT I ON IT SHALL BE THE CONTRACTOR'S RESPONSIB I L I TY TO NEGOTIATE W I TH PROPERTY OWNERS AS NECESSARY FOR THE USE OF PRIVATE PROPERTY(REQUIRED FOR EC ITEMS No. 3 THRU 7). OWNER HAS APPL I ED FOR OR CURRENTLY HOLDS THE CONSTRUCTION STORMWATER GENERAL PERMIT. OWNER SHALL SUBM I T THE NOi TO IDEM PRIOR TO COMMENCEMENT OF CONSTRUCT I ON. CONTRACTOR SHALL BE RESPONS I BLE FOR ALL I NSTALLAT I ON AND MONITORING OF THE STORM WATER POLLUT I ON PREVENTION PLAN ELEMENTS AS SHOWN ON THE PLAN SHEETS OR AS REQUIRED BY THE BARTHOLOMEW COUNTY SOIL AND WATER. - �I '" ii I I /PROPOSED 16" BUTTERFLY VALVE > SCALE 1"•50" ". ,. 670 660 • ,--EXISTING GRADE I I I j 7 I 4.0' I 1, I 650 PROPOSED 16"_____; \.._ POINT OF D.I. CLASS 250 CONNECTION No. 6 WATER MA I N 640 630 0+00 -0+20 16" 0.1. CLASS 250 WATER MAIN BELL RESTRAINT HARNESSES REQ'D FOR TWO JOINTS OUT PROFILE OF NEW 16" MAIN FROM POINT OF CONNECTION No_ 6 TO NEW METER PIT HORZ. & VERT. SCALE: 1 tt = 10' FROM POINT OF CONNECT I ON POINT OF CONNECTION No. 6 DETAIL WATER MAIN PLAN SHEET DO NOT SCALE I • - REVISIONS g - if � !l ·c ' �0 U ' " 0 - -6 w i ·! ii "; ' u L:l ·;: 0� g:J .;!f, � c, • ;., BID SET C 2024 Miclwcskm Enjlincer.s. Inc. 802 West Brcx,clway Street P.O. Bo.x 295 Loogootee. Jndiana 47553 DATE SEPT. 2024 DESIGN EKPi'.SMS DRAWN MMC Q.C. CHECK PROJECT NUMBER 2023062-02 8 8 OF 15 Fll.E NUMBER 44234 I Do Not Use Plan Previews for Take Off