Midwestern Engineers, Inc. Plan Preview

0 z � 0 0 0 0 •' r' 0 �· z w r 0 "' ,o � " i ;;I 8 ." :l ... c��� Q ' 0� NO Q � -N � �g > .� "'' -W - •r ow -" < :.3 £� � N8 - Q r z 1,1 6 ;; 1 � 0� By co-j o . £ = , . �� 0 0 + 0 I I I I I � / / EX. FIRE HYDRA N j 'y I I I I I I I I I I I I I I �] I I I I I I 0 0 + ..... cF CONNECT NEW 6" WATER I\ MAIN TO EX 6" WATER MAIN WITH A 6" GATE VALVE AS A_ DRY TAP CONNECTION. STATIC PRESSURE 52 P.S.I �SN57 "', _, \ 556 I , 0- � � •_; "/,-fool \ \ \ EX SAN MH / STA:0+51, 0.6R RIM:558,01 / INV IN:548.9 N INV IN:549.0 N INV OUT:548.9 S \ CONTRACTOR SHALL VERIFY INVERT, SIZE, AND MATERIAL OF EX. SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO FABRICATION OF MANHOLES ANO ORDERING OF MATERIALS. - \ \ 556 I 556 \ 557 \ \ '- - - -::..--- SNS 555 557 556 � 0 0 I ' I I I I �� /� / / / / / ,- , , - LOT2 25756.62SQ FJ>' 0.59ACRE:S / / � //�- -------------� ._________, _.,,. frflNSTALL A 6"C�900 DR�18 PVC I \ :\ / / I l WATER MAIN WITH TRACER WIRE , ' , 7 - I I -, , / I I SN5 I - Q_ / / / 0 0 + C') - - , / 556 / / , , '< .� ' - , , , / , , 557 SN1 7 / / - 558 / / I [L w :, [L - u " >- 0 N � 556 SN3 I SN5 I w :, Q, L 557 - 558 0 0 + s::I" LOT3 25838.76 SQ FT 0.59ACRES 20' SETBACK I P.U.E. (TYP.) --- --- 7 ,.,- ,- I I I • I I ' ' SAN MH 1 0 ' ' I J SN1 - - - \ MANHOL E TYP E C-4 STA 3+90, O.OL RIM:558.9 1 25' RWAY ..§.59 INV OUT:5 50.53 S 20' SETBACK I PU.E. (TYP.) I SN1 7 -- 559 0 0 + LC) 559 I ' -, I L 558 -- 559 -::...-_ 558 - 558 558 20 LOT4 25990 09 SQ FT 0.60ACRES l 10 0 C C STA:5+80, a.a \ RIM:559.521---'------I /NV OUT 549.52 N 11 I I \ \ \ \l \ 0 LC) 0...-- cb 1-, W <( llJ I- I Cl) Cl) llJ z zo _J 0I­ O I­I- z <( 0 �o 20 SPEC/AL NOTES \ t, LOT15 24494.10 SQ FT 0.56ACRES LOT14 24494.10 SQ FT 0.56ACRES LOT13 SN1 SN2 SN3 SN4 SN5 SN6 INSTALL A NEW WATER METER AND¾" \ CTSDR-9 POLY SERVICE LINE INSTALL A NEW GATE VALVE ' INSTALL A NEW 3-WAY FIRE HYDRANT AND 6" GATE VALVE INSTALL A 8"x6" REDUCER INSTALL A NEW 6" SANITARY LATERAL AND CLEANOUT INSTALL A SANITARY CLEANOUT ' \ l SANITARY SEWER GENERAL NOTES: 58 57 57 56 56 55 1. Any lateral pipes with less than 3•foot of cover above the top of pipe shall be Ductile Iron Pipe Class 52, Ductile Iron Pipe Cement Lined Class 52 shall conform with ANSI Specification A21·51 and AWWA Specihcatlon C-151, latest revisiohs. All Ductile Iron Pipe shall be bituminous coated outside in eccordante with AWWA Specification C•151. 2. Mihimum Of 18" vertical ana 10' hofl:t:Cntal clearahce between proposed ahd existing waterlines and proposed sanitary and storm sewers. 3, Building -sewers (Service lat�rals) Installed fof future C8hhediof'l5 shall be termlhated at the easement and capped to ensur� 100 percent water tightness A tvro (2} lfich diameter PVC pipe thai extends 4 feel above grade Shall be instai"letl tg mark the ena of the line, a¾. Manholes shaii be treated Witt'\ a iniefobie\egic0lty indueetl GOrrtisi0n �revefltibn aclaitrve at the pteGast plant as fhaflUfactufed by CbnSfiield Tee�t1010gieS, in€. €:if equal. 5- ·AeC0fi::litl§ to 327 1AG 3-6-19 "(El).A cJefle�MiA t�sl sna11 ee ¢effoffned �h �ach flexiOle P!Pj f0l1owing the e. 1aps� Of tfiirty (30) c1ays Bfter t�e pl8c�ment of the flh81 §aGk:fill. (b) No pipe shall e�eeed a defletti0h §f ftve percent {5%) 0f Qf88t@f. (e) TA§ tliafrleter ef tile ri§id ball en mandrel l:JsE!cl fof 8 tiefl§dloA test shall be Ae !eSS than hifiety-ftv'e �ereent (9§%} of l�e base ir1Sit:ie 0i8fnetef ef the pip§ te be testes Eieper\dent 6n What Is specifiea in the c6rresp6ncle� ASTM standaf8. fl,e tesi shall n6f oe peflilrm@d within tAe aio of a m@chahi6ai pulling ct@vice!' ft All gravity sewer pipe niUst be tested u§itlg one {1) of the following leakage test fypE!S, per 327 1Ac 3-6-19 (d): ' ' - a. A hydr6static test must be peiiormed Witn a minimum of two (2} feet of positive head. The rate of exfiltration or infiltration must not exceed two hundred (200) gallons per inch of pipe diameter per linear mile per day. b. An air test must conform to one (1) of the following methods: i. ASTM C828-90, Standard Test Method for Low-Pressure Air Test of Vitrified Clay Pipe lines, for clay pipe. ii. ASTM C 924-89, Standard Practice for Testing Concrete Pipe Sewer lines by Low-Pressure Air Test Method, for concrete pipe. iii. ASTM F1417-92, Standard Test Method for Installation Acceptance of P!astic Gravity Sewer lines Using low Pressure Air, for plastic pipe. � '"' w � "- ,, PVI STA 0+40.00 PVI ELEV: 557,61 "· - 0:0 EX SAN MH STA:0+51, 0,6R RIM:558.01 INV IN:548.9 N INV IN:549.0 N INV OUT:548,9 S ,, , , ' - . '· � , . � , , , CONTRACTOR SHALL VERIFY INVERT, SIZE, AND MATERIAL OF EX. SEWER AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO 1 FABRICATION OF MANHOLES AND ORDERING OF MATERIALS. _c5� ff "' .61 - ! - 12" RCP STORM PIPE 12" RCP STORM PIPE 'E\= ' ' ' - 55 ,v,' - ,,, - - -- - -- ,a -, 54 = ' 54 - ro 0 N <D r-: "' <{) <{) <{) "' "' "' ,_ ' - w ----, 200662.31SQ FT ,_ Q, � - u -- ' ____ ,, 4.61ACRES \ -- --- -- '--, I " � w - ' I -- ✓ - ✓ ✓ / / ,-✓- '"" 1:a�;-CONl:BACTOR SHALL USE EARTHWORK GENERATED WITH ROAD, \ / I I UTLITY,ANO_f:RAINAGE WORK TO GET LOTS PAD READY WHERE / AVAILABLE CON.TRACTOR SHALL COORDINATE I 7. According to 327 IAC 3-6-9(a) Sanitary sewers shall not be located within ten (10) feet of any existing or proposed water mains, when measured horizontally from the outside edge of the sanitary sewer to the outside edge of any existing and proposed water mains, unless the sanitary sewers and the water main comply with the following: a. The sanitary sewer and water main must cross with the sanitary sewer and water main separated by a minimum of eighteen (18) Inches measured vertically from the outside edge of the sanitary sewer to the outside edge of the waler main. b. The crossing specified in subdivision (1} must be at a minimum angle of forty-five (45} degrees measured from the center lines of the sanitary sewer and water main. c. The conditions specified in subdivisions (1) and (2) must be maintained for a minimum distance of ten (10) feet from either side of the sanitary sewer as measured frQm the outsiOe edge Qf the sanitary sewer to the outside edge of the water main. 8. According to 327 IAG 3�6-9(b) A shorter separation distance thah that specified in subsectidn (a) is allowed if the following iS conducted within lhe separaiibn Elistanses specifiec:l in su6seetiofl (aj: a. fhe Sahitafy sewers meet all water main pressllre testing reqiJirementS as described in 327 IAC 8-3.2-17(a); 0. the sanitary sewef shall 0e Constfl:Jcted ef mai@rialS irl e6nf0rmanee With One of the foliowin!it: (A) 327 IAd 8-3.2-8: (8) Sectien 8(8)(1) of this rule. t§) AsrM Q22.4i-96b, Standard §pecificatlefi for Poly Vinyl Chloride (PVC) Pressure-Rated Pipe, and haVinQ a SOR (standard dimension ratio) of 21; c. The sanitary sewers and water mains are not in contact; d. Any sanitary sewer joints are a compression type joint that are placed equidistantly from the water main, and e. The sanitary sewer and water main are laid on separate trench shelves. 9. According to 327 IAC 3-6-9(c) "No sanitary sewer manhole shall be within eight (8) feet of a water main as measured from the outside edge of the sanitary sewer manhole to the outside edge of the water main". 10. Contractor to provide as-built northing and easting coordinates for all locations noted on the plans. PVI STA: 2+14.69 PVI ELEV 556 63 PR-A 11. The Contractor is responsible to locate existing sewer mains for points of connection. The shown location of existing sewer utilities are approximate and are provided for informational purposes only. WATER MAIN GENERAL NOTES 1. Contractor shall install potable water utility in accordance with the Genera) Water Main Specifications, 2. Six-inch (6") potable water main shall be C900 DR-18 PVC. 3. Separation between water mains and sewer lines shall be 10' horizontally and 18" vertically measured from outside edge of pipe, 4. Installation Glf all materials afe to be ifi compliance With the most recent edition of Ten State Standards and fitle 176 Article 6 of the Indiana Administrative C0de. 5. contractor lo Use fittings as netessafy to preverit 0ver'-deftet:tion of pipe. 6. Waler main to haVe a minimum 6f 48 iliGhE!s of Col/er ever t0p of h18in. 7. Ali j91nts to be reStraihed with the uSe of ME!g81ug J61ht Restraints. 8. No utilities shall be installed in the flow line of ditches and no obstructions shall be set in the side slopes. 9. All fire hydrants and valves to be Kennedy. 10. Fire hydrants, bends and valves shown on plans are drawn exaggerated in scale and are for reference purposes only. Refer to the potable water details for actual sizes. 11 Water main installed under pavement shall have full depth granular backfill. r PVI STA 5+00.00 PVI ELEV: 560.33 K 43 24 �00,GG , 16 n,' -� 80 AW- A e -· I<- H4'+-la ,/al/.;,W _, _. ' - 75 e - SRAEJ ' Q E - - ,A be¥= "' ro <D "'"' ·\ -, - - rt Q � -- ' � ' 339' of 8" PIPE @ 0.45% SAN 1 OA (9')' <D ro <{) <{) SAN MH 10 MANHOLE TYPE C-4 STA·3+90, 0 OL RIM:558.91 /NV OUT:550.53 S ", ' ..,. "' "' <{) "' + ill .. ,',' - ' � ' ' I 0 ..,. N "' 0 0 cr, cr, ci <{) cr, "' "' <{) "' <D "' "' + ' ·~ SAN MH 20 MANHOLE TYPE C-4 STA:5+80, 0.0 RIM:559.52 INV OUT:549.52 N HORIZ. SCALE: 1"=20' VERT. SCALE:1"=10' cr, ro "' <{) 70 V 65 -V 60 V - 55 50 0V 45 ',, 40 N "' cr, "'"' o+oo 1+00 2+00 3+00 4+0D 5+00 6+00 LINE PR-A SANITARY & WATER [/) f­ z w 0:: 2 WW z f- > o�� (I) w (l_ >�20 <t: 2al s w ::::J - f­ (1) w (I) > ('.) >­ f- <{ (I) 0:: z 0:: ::::J <{ w 0 0:: f­ u O <t: >- 2 s 0:: 0:: 0 f- z z f- <{ ::::J (I) - 0 _ z 00 u <{ oti 0:: w _J _J 0 u REVISIONS PRELIMINARY NOT FOR CONSTRUCTION C 2024 Midwesttm Engineers, Inc so� West Broadwav Street P.6. llox 295 Loogootee. Indiana 47553 DATE FEBRUARY 2024 DESIGN CWR DRAWN DRK,::'BDH a.c. CHECK RAB PROJECT NUMBER 2022038-04 14 14 or 48 I FILE NUMBER I 43914 Do Not Use Plan Previews for Take Off