Midwestern Engineers, Inc. Plan Preview

> i3 �� �3 ATER WORKS IMPROVEMENTS PROJECT NEW MUNICIPAL WATER SUPPLY WELL NO. 10 CITY COUNCIL SCOTT MENTZER....................... .. ...... ............ .............. MAYOR DAVID TEEPLE.............................................. ........ .. .. ... MEMBER JOSH HUNT....................... ........................ . . ... ... ... . MEMBER JANELLA STRONCZEK.............. ... ... . ................. ... .. . . MEMBER RON NEUENSCHWANDER..... ... .... ..... .............. . ..... .. MEMBER SARAH REED........................ .. ... .. . . . ................... MEMBER RICK ELWELL.................................................... COUNCIL AT LARGE BLAKE FIECHTER............................................. COUNCIL AT LARGE BOARD OF PUBLIC WORKS & SAFETY JOHN WHICKER JOSH HUNT SCOTT MENTZER UTILITIES JON OMAN ... ... .. . .. .. .. . OPERATIONS MANAGER DAVE HENDRICKS............ WATER DISTRIBUTIONS SUPERVISOR TODD SHADY............. WATER TREATMENT PLANT SUPERVISOR BRI LAUTZENHEISER.................................... CLERK- TREASURER TONY CROWELL.............. .. ........................................ ATTORNEY PROJECT LOCATION I rn e e.___.... ·_!_, -·�:_ I � MCM>e.SI__ -IJnoJ---t-� · "' - r .- Bluffton LOCATION MAP NOT TO SCALE BID SET �ro l-;:::::=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=:=;-;========================ir==========================,;=====.::;;;;;;:====,r=::��:;=;::::�=:=:::=;===;====;======�===7r=======,1 i-< o I � i; i,,,,111111,,,,,. COPYRIGHT © 2024 Midwestern Engineers, Inc. � § QualityEngineering Services Since 1959 �<t.\.\ \I., 5 u1,,;l11� "� M1'dwestern.Eng1·neers, Inc. 'YI� ,,., r ,_, · $��-+'o..:.- "' '"''�S TE�" ('. y.,,, PROJECT NUMBER l!i � PLANS CERTIFIED BY:_ __,IJ{. -4" .. £,.__,/h�_..�,c:_-=---=---''-----='- 6/cc-1 8=',/,=,- 24c___ S � <c- O * \ 2018031-02 �0: _/!!_ MARK�SULLIVAN DATE :_ S • No.PE60920059 • i f-----------------1 £� 6809CorporateOrive, � 802WestBroadwaySt.,P.O.Box295 REGISITRED ENGINEER No. PE60920059 STATE OF INDIANA ,.. - f--------- - - ----l (ri � Indianapolis,IN 46278 Loogoo1ee,IN 47553 Di 'i-O STATE OF 1'.r:f �-I Ph:317-334·0262 Ph:812-295-2800 QUALITY CONTROL ✓ /f2 ,1 �� ;:,;: 0 o REVIEWER·. � 6/18/24 � A' � lfVDJA�\>- ... � $ � � Website: midwesterneng.com fa.,: 812•295-2801 Email: mcinc@midwestemeng.com � ._8 ;;,-...-:;,..,,._�' � l..; ;':J Consultants · Civil · Mechanical · Electrical STEVE D. BENDER DATE �, ,,, 8 IONA \. \� , , , � FILE NUMBER 44334 1 I OF 8 � £ 111111,11111\\\\� ""I "::::;::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=:::::::;;!.!::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=:::!.::::::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::=::::::.::::::=:::;;;;;:::::::=::::::.:::::=::::=::::=::::=::::=::::=::::=::::=:::::.::::::::=::::=::::=::::.J �Q ..... Do Not Use Plan Previews for Take Off

I I I I I I I I I I � I > w oc I �0 ---0--- --- --- --- --- !, I i L - - - - - -- - .Ii-- - - -- - - -- - - ---l!.-- - �' 0 � oc I � r � § � - > 0 i l w �;, i ��• oz t �.u_ •�"o �� N- ;_;;qj . ro 2 0�, Q� �w ·" z� W0 O� OC 0 w� z -, □�c ..:□ N<- o cS 5 , . <c BRADLEY FIECHTER DR 157, PG. 252 4.21 Ac. I I\ "f I I \ \ \ -- -- - ' ------- ---- EXISTING 25' TEMPORARY CONSTRUCTION EASEMENT CITY OF BLUFFTON EXISTING INGRESS/EGRESS PERMANENT EASEMENT I I I I II I I I I I I I I �� II II s n. n. " : I :1 : I :1 :1 : I :1 : I :1 ' I :1 :1 :1 :1 :1 :1 :1 :1 :1 :1 : : 1 1 ' I I I I ------------------------· -----� ---------------- -------------------------- EXISTING 12" ------------------ --------- RAW WATER MAIN ,,, 0�- 0 r----------------------------------------0·---------------------- TBM- #2 NE CORNER SE/4 SEC. 21, T-26-N, R-12-E PK. NAIL SET@ WIT. I I I I I I I ls'"' I IQ. IQ. I<{ I I I EXISTING 25' PERMANENT EASEMENT I I I I I I I I I I I LEGEND IEg31 -RW12" PROPOSED STRUCTURE PROPOSED PRODUCTION WELL RAW WATER MAIN PROPOSED RAW WATER MAIN PROPOSED 12" D.I. CARRIER PIPE II I II II II II II I II EXISTING 12" '-'�� RAW WATER MAIN c=======:1 20" PROPOSED 20" 0.1. CASING PIPE COVENANT CHAPEL INC. 5.79 Ac. DR 157, PG. 386 I EXISTING 12" WELL CASING I I I / / I I I _ EXIST. STONE Ir ACCESS DRIVE BLUFFTON - NE,.W WELL 10 OVERALL SITE PLAN / SCALE: 1" = 30' _.,,. I I I I I I I I I I I I 11 25 ' II I I I I I I I I II II � I � I I I I I I I I - - -.:__ --- -- +--- ---- - - - - - ----'l.- -- ITEM SL-1 SL-2 CP 1 CP 2 CP 3 CP 4 I l _J ' :1 :1 � I I I NORTHING 1983136. 9230 1983135.5730 1983136.3540 1983135.8550 1983070.8150 1983070.1420 l I l l l l l l l I : s l 0: l l o_ l o_ I <{ l l l l I PROPOSED STONE DRIVE ====o==== PROPOSED SECURITY FENCE W/ 2' STONE MOW STRIP PROPOSED CONCRETE EXISTING STONE SURFACE PROPOSED CONCRETE STOOP ---000--- EXISTING CONTOUR LINE ----{@)- PROPOSED CONTOUR LINE PROPOSED SPOT ELEVATION EXISTING UTILITY POLE -@QJ 0 EP EDGE OF PAVEMENT •TEM #1 - Mag west spike east side power pole located of S.R. 1, South of C.R. E. 350 S. El. 838.95' TEM #2 Mag spike west side power pole located east of S.R. 1, south of C.R, E. 350 S. El. 838.54' CONTROL POINT SCHEDULE EASTING ELEVATION DESCRIPTION 467295.2230 838.45' HUB SET 467238.8260 838.37' HUB SET 467272.6980 840.92' MAG NAIL SET 467248.9230 840.86' MAG NAIL SET 467293.4850 838.53' TBM �2 MAG SPIKE WEST SIDE POWER POLE 467150. 7120 838.95' TBM •1 MAr: SPIKF FAST ,1�c pnwco 0�• c -- 30' 0 30' z 0 .... ± REVISIONS: tic w� -, 0 O z a: _, a. _, �� z >­ w _, �� w :, > CJ) 0 II a: w a. � � ;: en _, " � a: 0 O z � :, a: ::; w ;: �w � z DC IORNESCTTRI VUEC TNI OoN. 2 CHANGE BID SET 02024 llfolwt,;tem Enginters. Inc. 802 \Vest Broadway S!rett P.O. Box 295 Loogootee. lnd;ana 47551 DATE JUNE, 2024 DESIGN M.M.S, DRAWN D.A.P. Q.C. CHECK S,D.B, PROJECT NUMBER 2018031-02 2 2 OF 8 I FILE NUMBER I 44333 Do Not Use Plan Previews for Take Off

> 0 12" D. 12" D. 6"GATE VALVE&B ✓/ :] CAPPED&BLOCKED M. J. 45° BEND /�:,,, FOR FUTURE (TYPICAL) � V �• -'--•�-CONNECTION. END CITY INSTALLATION (SEE NOTE BELOW) tl F C 6" UA G T P U A P R E TE E D & V C A O B L N L V NO E E C & C K B T E I OD O X N F O. R 6"GATE VALVE&BOX �--r 6"GATE VALVE&BOX 12"GATE VALVE&BOX 6 .. D.I 5¼"HYDRANTW/6"M J 12"x12"x6"D. I M. J. TEE ---.f;t===��===i�.'ct<,:/0--7 CONNECTION 12" D I 6"x6" 0. I. M. J. TEE PPREROMPOASNEEDNT12W"ELL No. 10 �;::cS,;:::;fjlN, 1982591.0712 Ee 466940.7448 PROPOSED STONE -�-4"°1IACCESS DRIVE BLUFFTON - NEW WELL 10 OVERALL SITE PLAN SCALE, I" - IO'-0" - ----�--- i I l I I I 6P"RGOAPTOESVEADL6V"EDA. I N. MD. JC. OT EN EC RWEI TT HE THRUST BLOCK BY CONTRACTOR I E N1D2 "CWI TAYTI EN RS TMAALI LNAATTI OWN EOLFL NS EI TWE SECURITY FENCE. CONTRACTOR I NTSOT AMLAL KA ET I OC NO NONFEACLTLI ORNEAMNADI NCI NOGMPPILPEI NTGE 1 i - : : : c - . _ WITHIN WELL HOUSE AND FENCED AREA. G A TCEOVNATLRVAECAT NO DR 1T2O" xP2R" Ox 6V"I DD E. I . NM E. JW. T E1 2E". I/ J I I I I \ REFER TO DETAIL ABOVE F EPNRCOEP OWSI TEHD SSTEOCNUER IOT NY ENTIRE SITE AS INDICATED \ \ \ \ \ PROPOSED 12" PERMANENT WELL No. 10 Ne E1e984265699315.0.751642 ( WEAXTIES RT ITNI GGH1T2,"LWO ECLKLI NCGA CS IANPGI NT OS TRAELML EA DI N) NEe e1948627600889..39352400 PROPOSED 12"x12"x6" D.I.M.J. TEE WITH 6" GATE VALVE AND CONCRETE THRUST BLOCK TO BE INSTALLED BY CITY P R TORPAONSSEMDI S1 S2 "I ODN. I .MRAAI NW BWYACTI ET RY .::{1�t(. ; �::�:;: \J:� .--�::� \ SL 13 25'R et PROPOSED 16' ROLLING CHAIN LINK GATE 9 0 50'-0" / / / \ \ I I \ \ I I I I I ' J • GSU R MAVP EL COVENANT CHAPEL INC. 5.79 Ac. DR 157, PG. 386 AECXCIES ST S. SDTROI NV EE SLS ' ' ' ' PROPOSED STONE ACCESS DRIVE' ' \ ---------- et ---------- SL12 NA EC WC ESSTSODNRE I V E et 4" SCH. 40 PVC FLOOR DRAIN OUTLET TO GRAVEL SUMP I I I I �I : &I I "'I I I I I I I I I I I I I I ft. _ .__ - -++:I 7 EXISTING 12" RAW 11 WATER MAIN 11 'k°''<, SL5 11 ___---------------------------� : 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 -tr I , I _ J LEGEND -RW- ,,. c=======:J 20" � l+i.ii:.�•t;;>�::J ---000--- ---[QQQ}-- � 0 EP w I 0 I 0 I PROPOSED STRUCTURE PROPOSED PRODUCTION WELL RAW WATER MAIN PROPOSED RAW WATER MAIN PROPOSED 12" 0.1. CARRIER PIPE PROPOSED 20" D.I. CASING PIPE PROPOSED STONE DRIVE PROPOSED SECURITY FENCE W/ 2' STONE MOW STRIP PROPOSED CONCRETE EXISTING STONE SURFACE PROPOSED CONCRETE STOOP EXISTING CONTOUR LINE PROPOSED CONTOUR LINE PROPOSED SPOT ELEVATION EXISTING UTILITY POLE EDGE OF PAVEMENT EMXEI TSAT L. 1E2N" DC MS EP CWT /I O N BOTH ENDS w I 0 222'-0" EA XCI CS ET SI NSGDSRTI VO EN E ,1 I 11 o l ' ' re±=a'======-===="""'-71 �� ,J,: ' 1 EXIST. STATE ROAD 1 'Ii : : \ I -UTILITY PULL-OFF (EXISTING STONE DRIVE) et ----------rr==---------=si ---------- PROPOSED POWER POLE, ---------- et CONDUIT RISER AND PRIMARY et WIRE WITH TERMINATIONS BY INDIANA MICHIGAN POWER CONTRACTOR TO PROVIDE AND INSTALL 4" SCH. 80 PVC CONDUIT WITH MIN. 48" COVER, PULL ROPE AND LONG SWEEP ELBOWS AT EACH END. ITEM S S L L - - 2 1 S SL L - - 3 4 S S L L - - 5 6 S SL L - - 8 7 SS LL -- 19 0 NORTHING 11998822650827..66297104 11998822559918..04711421 11998822772189..81288487 11 99 88 22 76 91 80 .. 16198394 11998822669205..26960874 /-1', '1 FOR ENTRANCE DRIVE .... CONTROL POINT SCHEDULE EASTING ELEVATION DESCRIPTION 466929.2743 842.50' SOUTHWEST CORNER CONCRETE BUILDING SLAB 466943.6662 842.50' NORTHEAST CORNER CONCRETE BUILDING SLAB 466940.7448 TEST WELL PRODUCTION WELL LOCATION 466932.2143 WATER MAIN FLOOR OPENING IN WELL HOUSE 467107.3752 CENTER 20' TURNING RADIUS -EAST 467079.4530 CENTERLINE STONE ENTRANCE - NORTH 467080.2024 CENTERLINE STONE ENTRANCE - INTERSECTION 467051.6650 CENTER 20' TURNING RADIUS - WEST 467058.7811 PC CENTERLINE OF NEW STONE ACCESS DRIVE 467064.4447 ACCESS DRIVE CENTERLINE 57' RADIUS POINT -------�-------------�- SL-I I 1982627.7801 467032.7792 25' E.O.P. EAST RADIUS SL-12 1982595.4358 467067.3932 END STONE ACCESS DRIVE SL-13 1982627.1785 466999.7770 PT CENTERLINE OF NEW STONE ACCESS DRIVE SL-14 1982594.1759 467000.3484 INTERSECTION OF NEW STONE ACCESS DRIVE SL-15 1982626.5390 466966 7808 25' E.O.P. WEST RADIUS SL-16 1982593.1620 466946.4661 WEST END NEW STONE ACCESS DRIVE SL-17 1982576.6708 466919.0141 SOUTHWEST CORNER OF SECURITY FENCE SL-18 1982617.6402 466968.2547 NORTHEAST CORNER OF SECURITY FENCE BLUFFTON - NEW WELL 10 ENTRANCE DETAIL SCALE: 1" - 20' 20' 0 20' (.) 0 w� z .., . 00 0 IC Z a. :l rs 1/J w u., ... ;: z >- � w -' � � w ::J > en 0 II i:o IC w a. � u., ;!l ;: 0 1/J -' �� IC -o2 rs �� ,.... IC ::; u w ;: �w � z RC EOVNISSTIORNUSC:TION CHANGE DIRECTIVE No.2 BID SET 02024 Midwc:;tern Enginccns. Inc. 802 West Broadway Slrtel l' 0. Bo� 295 Loogootee. Indiana 47553 DATE J DE U S N IG E N , 2024 M.M.S. DRAWN D.A.P. Q.C. CHECK S.D.B. PROJECT NUMBER 2018031-02 3 3 OF I FllE NUMBER _ 44332 8 Do Not Use Plan Previews for Take Off

PROPOSED 12" DJ, WELL DISCHARGE LOCATION WELL HOUSE WELL HOUSE No.1 DOOR SCHEDULE DOOR DATA FRAME DATA REMARKS (f) f- w NOTES: >- 0 0 _J (f) :r: _J O:'. O:'. f- <( w l'.) O:'. <( <( COLOR OF DOOR AND FRAME f- O:'. o:' f--- - f- z O:'. 5' - wW - 5' O:'. w _J O:'. :r: _J _J _J TO MATCH EXTERIOR TRIM O:'. m z O:'. w 'i'1: "-.I w O:'. :r: O:'. :r: Y'. > 0 ::e m w f- 0 <( m <( _J <( 0 0 2 <( 0 [l_ ·G f--- of- 0 C) u =i 0 w <(2 f- [l_ <( f- 2 f--- O:'. f--- Oo 0- <( 00 - - z 0 <( _J f--- 0 =i =i 0>- ::,c 5' .w 0 w :r: 05' - a:: =i w WW <( w _w <( w oz 0 0 f- 2 :r: 2 05' 0 :r: f--- _J VJ c_z 2 0 :r: 0 --, 0 (f) 0 IVJ 6' -4" 7'-4 " HOLLOW METAL (2) 7'-o " 1¾" HOLLOW METAL • 1 1 A W/ INSUL. - - - 1 W/ INSUL. 5¾" H/MD1 J/MD1 S/MD1 DOUBLE DOOR ENTRY 3'-o " * Lpoecr k oswynsetresm r eaqnude sht a r d w a r e NOTE 1: TCHL OE S LUORCEK T SOE TB ES HCAOLRLR OBSEI OANN REEXSTI SRTAA NHTE AHVEYA VDYU TDYU TCYO MSMT AE RI NCLIEASLS G SRTAEDEEL KWEI TY HE D A T OP ATCHKEA GOEW NSEERT S T OR EMQ EUEETS TASN. SSI T AA I N1L5E6S. 2S GS TREAEDLE P1A NR IECQ UPIUR SE HM EBNAT SR WA INTDH AAS SUORCLI A3T EHDO UH RA RFDI WR EA RREA TTION G . BE INCLUDED WITH THE SETTING OF THE DOOR. . , CORE FILLED WITH GWRI OT HU T S AT ENEDL RAEDI NJ AF OC ER NC TE TO FRAME, EA. SIDE ·:\/��i:Xj . ·•.'·, ..:,., •f:· . : --. CAULK REQ'D [-:;:t, .)f ALONG ALL¾" -- • • • . , FRAME EDGES 8" CMU WALL C AAULLOKN GR EAQL' DL FRAME EDGES HOLLOW METAL 7fTPTn::;:__ 8" CMU WALL DOOR W/ INSUL. -�-ll....l +---fR,eri-+--METAL DOOR FRAME -�- TMOETHAAL VDEOEOPROXFRYAME COATED FINISH FIN. FLR. 100.00 +�=����� D OH OORL L OWW/ MI NESTUALL. Q'. 00 f : '- r - Ow ' : :r: • TCOO AHTAE VDE F IENPI SOHX,Y CHOEANDGE. RFILL ALONG f----f---5¾" H/MDl HOLLOW METAL DOOR W/ INSUL. ---:::::ii::::µ::=:::- METAL DOOR FRAME I• • I 5 ¾4" TCOO AHTAE VDE F IENPI SOHX Y J /MDI o��:csw:�=�·7<:,,.·.:' S/MDl GROUTED JOINT ,-- o I I I 0 r--- A' •= = LOCK SIDE 6'-0" DOOR NUMBER 6' 4" - l_:i_ EPOXY -- --- COATED 0 I r--- 1- 6'-o " I 2" R.O. 1 FRAME NUMBER DOOR FRAMING DETAILS SCALE: NONE PIPING BY CONTRACTOR. � 'I I -:: I I 01 t I RISER NE: :1496862953928..24114431 12" 0.1. RISER, DISCHARGE DOWN THROUGH SLAB �-o I I I I , I I ----; I I 0 t I ' I N- I I r---------- ----�---- 1 I ½" EXPANSION JOINT ...,....,,....,.. I I I I I I I I l l I I I I l l I I l ---------------------------�-�➔----------- ' I I I I I I I .. , I r I , -, __________________ ________ I__I I _______________ -------.i---'-------- - -----�--� . t ' . ' ,· I. I• ' I ' I -• ·--.II . . II r 1·-1, 0Y," l Il l •· l l t' � c1=====u EDGE OF CONCRETE SLAB, TYPICAL ONPEWENI1N2G" SIZED FOR 0.1. FLG. PIPE ., f .'• • b oI�•, NEW 12" DIA. STEEL WELL CASING ' ,. � ' II •.', ' ½" E N TEI RXEP APNESRIIOMNE TJEORI NOTF S L A B I • ' ' • L-------- _______,.,. I I ---J 'r I · l I l l l · EL. 842.30'. --,< · X-- EL. 842.45' ' < DI N I:,---�-'---------,.·______..,,_,._...,_;,.;.;.___...,..;.-__...___ �------------------------------------ --------- ----------· -------�----------- - - - -�- -� ' L-------------------------------------------- -- ------------- ________________j P R O( RPEOFSEERD THOA TDCWHG . A NB oO .V5E) 13'-4" WELL HOUSE -SLAB DIMENSIONING PLAN SCALE: 1/2" = 1 ' -0" WALL HEATING UNIT (REFER TO ELECTRICAL PLAN) --+--+-<c-- \..V ' I I NI I -1 I ■ ' ' 0' ' lXJ ' I ' i '-- ■ EXPANSION JOINT I I (REFER TO TI . ----- . " E L LEOC UT RV IECRAELD PVLEANNT) - I I, . -- . f\ IJ " .,.--=t_-, / -l. '\ Hm�i- \.. ,/ / ,_T _,, ' I 2'-4" N ' 0 I N V � /' I ,-:i:i�::::::::::::::::::::::::::::1-i--, "' ' I I I v½" I EXPANSIO,N JOINT l l I / I OJ / I ���-�_DOOR__+----J--L '-. ■ ':. I , <D - - - ITNOTTEAGLRI ZAELR I NFDOI RC ART AO WR / WATER MAG. METER I/ c_______...J--f--+--PROPOSED HATCH ABOVE O( RNE FDEWRG .T ON oD. 5E )T A I L / / ,---EXHAUST FAN 3'-4" 14 '-8" 0WELL HOUSE • FLOOR PLAN SCALE: 1/2" = 1'-0" SCALE: ½" = 1'-0" 2' 111111 1' H UH0 2' • u � i---1 z 0 -i :" .. REVISIONS: 0 o w� ., 00 ' a: z [I. :l (/) w I2- ►� w ::E � ..J w :J > 0 0 a 0 : a: w [ : I : . E 1- (/) � ..J .:: � a: -o2 � � a: ::; w� �w � z CD OI RNESCTTRI VUEC TNI OoN. 2 C H A N G E BID SET C2024 Midwe,;!em Engin��r,. Inc. 802 \Ve.st Broadway Streel P.O. Bux 295 U,o_rrootee. lndi:in" 47555 DATE JUNE, 2024 DESIGN M.M.S. DRAWN D.A.P. Q.C. CHECK S.D.B. PROJECT NUMBER 2018031-02 4 4 OF 8 I FIL.£ NUMBER I 44331 Do Not Use Plan Previews for Take Off

1x6 HATCH FRAMING TO BE PER LOCAL BUILDING CODE. WOOD BLOCKING BETWEEN TRUSS ROOF SADDLE FRAMING CENTER OVER WELL. -----'\�-------'I.. CONTINUOUS ROOF VENT 36"x36" METAL 5PC ROOF HATCH BABCOCKDAVIS MODEL "THERMALMAX" OR EQUAL. ,-' ' ' ' ' ' I, \,.....------ INSTALL HINGE TO OPEN TO BUILDING CENTERLINE \ ' ' ' ' ' ' ' � I I DRAINAGE SADDLE WITH 26 GA. RIBBED EP( TXRRTE UE-SNMSD AE DND EU SFB I AEG CYN TO UNP RDE ER DW TATRLRUL ESATS TO EMDPARNWOUOVFOI ADDEC TTAUR RU2ES' R-S ) 0 @" O2 V' -E 0R "H AON. CG . II'I}\\ \I\ COVERING TO MATCH OTHER ROOFING MATERIALS. II \ I CONTINUOUS ROOF !I \ I VENT 26 GA. RIBBED METAL ROOF PANEL WOOD PURLIN 18" O.C., TYPICAL ( B ES #TT 3WY 0RE EORNF OO OEA FAMI CN HGA I RTF RAVUBESRNSI CT) TYP4ICAL j 1 FIB#E3R0GLRAOSOSFINBGLANFAKBETRICINSULATION (R-38) UNDERLYING FLASHIN METAL COVERIN TRUSS COLOR PER OWNE G ;----------------U-i)-J CONTINUOUS STEEL LINTEL OVER DOOR URLINS G. ,, � RIBBED R I 26 GA. METAL ROOF PANEL ON WOOD p 162"" xCO2N6TIGNAU.OUGSUTOTEVRERWH/ANG ---1------, SCREW ON HANGERS %" TTRRUESASTEADNPCLHYOWROOPDERT&ROGOAF BOVE MANUFACTURER RECOMMENDATIONS RI R EWDO OODN. , - ' I ' ------- _, ' ' - ,, N-- _,_, - ---- ---- -- --- --- --- TT _, - - , -- - - , ---- ------ 2x8 TREATED TRIM BOARD - 4 - W/ METAL WRAP / -- - --- - TYPICAL I 1 - 2x8 FASCIA BOA --- I ------ --- (COLOR -- TO MAT - METAL WRAP REQUIRED ON A( CLOL LEOXRT EPREIRO RO WWNOEORD). Ep TERL.US10S9B.1E2A' RING METAL WRAP REQU A(CLOL LEOXRTEPREIRO OWNER) , ,, ---- --"-._ ----------'[ I I ------ 6"x26 ------':(-------- GA. W/ SCREW ""' CERHRO BWL /O G M. EETXATLE RWI OR RA)P GOUNTTHANGERS 2(xC8O LFOARS CTI AO BMOAAT RC DH WB L/D GM. E TEAX LT EWR IROARP) PERFORATED ALUMINUM VENT SOFFIT (COLOR TO MATCH TRIM) __/ 8" CMU BOND BEAM TO WS/UPCPOONRTTINULOOAUDS O#4VERREBOAPRE,NITNIGESD ---' WASLTLANCDOANRSDTR8U"CTCIMOUN -------! HOR(IIZNOSNTATALLL AWSYTRHEEQUTRIRUESDS) --------iaf+H FINAL GRADE (REFER TO SITE PLAN) VTIEERTT.O BIAi'. RAN@CH48O"R O.C. 4w( C"/E NC6OTx EN6 RC, ERWDE2T .@E9 x SMWLI 2DA. 9BD EWRPE. WTI NH. RF) .O R C E D OFINN. 6F"LRC.OMELP.AC10T0E.D00F'ILL. ~ 842.50' 13' -4" BOX TRIM TO HAVE METAL WRAP LL--CONT. #5 VERT. BAR @ 48" O.C. EL. 10 FILL CORES WITH CONCRETE EL. 10 S( RHE EOL FEWECNRT ROTI CUO AT LE LOL YEF C OVT PRI E E I WCRAAFL TOEDRDR ACL LWOAI UNRVGI TESYR) SMOOTH CMU BLOCK (REFER TO NOTE BELOW) 4x26 GA. DOWNSPOUT, TYP. OF 4 (TO MATCH TRIM COLOR) ½" EXPANSION JOINT ½" EXPANSION JOINT CONCRETE SPLASH GUARD (REQ'D AT ALL DOWNSPOUTS) E N GUINNDE IESRT UARPBPERDO VSEODI L , B TAYCPKIFCIAL LL - - - - "'s /,, ; . . --+ / / T/FOOTING $ ) EL. 97.00 , 2 'C OWNI DCER ExT E1 2F"O OT HT IINC GK 26 GA. CONTINUOUS RIBBCEODNTMINEUTOAUL SRROOOOF FPVAENNETL %" TREATED PLYWOOD T&G ABOVE TRUSS 2x8 TREATED TRIM BOARD W/ METAL WRAP METAL COVER, COLOR PER OWNER ,-w�;i,y;i,y:0/"' FINISHED FLOOR �--���=�--�; �•!L• �· �§�����L�i. ,i� o o1.o�o�� ' ;.;;0:0:0� // (REFER FINAL GRADE $ EL. 99.67 ~ 842.15 •••• TO SITE PLAN SHT.3) 2 6 6 " " M R C IL I O G MI V D P A A IP N C O S T R U E L D B A A T G R I R O R A N I N E R U B LOAARRDBASE 1 FULL BUILDING SECTION SCALE, 1 /2" ~ 1 '-0" #30 ROOFING FABRIC PTW RRA UEL S-L SMT AO@N UP2 FR' -AO C0V "TI DU EOR . ECAD. 2ET ' XR-TE0EA"NT DEOEDVDE WR BOHEOAYDNO GN D (TRUSS DESIGN PER TRUSS MANUFACTURER) %" PLYWOOD , / / � , //, , , <<�· -·· , ENGINEER APPROVED SUITABLE FILL $ TE L/.F O9O7T. 0I N0G 3) #5 CONTINUOUS REBAR WOOD PURLIN 18" O.C., TYPICAL #30 ROOFING FABRIC TRUSS ANCHOR (PER ROOF MANUFACTURER RECOMMENDATIONS) METAL WRAP REQUIRED ON .Jl-4---.,LAlf-+--+--6 MIL VAPOR BARRIER ,- - _ R _ O ,/ Ep ............. , 7.33' . - - -,------t----- - =t - - --1- - - -� -T- ------ ------ --- ' f- --=-L-_j--_ - =--t _y- _ - _[- -i . . . � -c~r~-c~ ~-c~-c~c-Jc-c�-c~-c~t~ - - - - - - - _-_-_-j-_-_-_-j_-_-_-:}:_-_-_::::r- -f- - ,.. -,- - - - - -r -- - ---;-- ---- - - ' - - --1- - - ----- I I I I ' --- -- --- ----,- =-t -t ---t -t ' -- - --- -- --- -r- =t -I I I -1 r -1-c-- -------,- -- - -- - -:� --, -- - - j - RO $ ...... , .... ..... 6' 4"R.O. 5.67' \v 7 "l±J eH c--- c- - " - --- I ' I -i- - ---r- --- --- -::i-: ------ -- - - =-t- ----- - j-:- - ---t - -- - ---i--- -----�f- - ---- - - - - - - -: - t - - --j-- - -::i-:- -:-r:- ----- --- -- --- -_+- ---I-- - :+: -- -l- - - tt-- _;1_- -- _- _-j_ _-- - - ---- - - -L--.j- h ''\STOOP / 814.298' � EL. 0 °' = = ;,-I cOJ 7 (LOCK SIDE) FOUNDATION 8'-8)1z" WELL HOUSE EAST BUILDING ELEVATION SCALE, 1/2" - 1'-0" -, I,_ -_-_-_ � -- - t -r- - - - 7 - ------- --- - -1---, - --- -r - - ---, - ------i--- -t- - - r - --, - - -;-- ----t--- -- - - -=i-:--, - - -,- - - ---, - ' '� _j � "TYVAC" OR EQUAL PRE-MANUFACTURED TREATED WOOD . - - // // 0 I 0, \,),;. I $ ETRL.US10S9B.1E2A' RING SWTAALNL DCAORNDS T8R" U CONCRETE CCMTIUON ELS. P1L0A0S.0H0'BLOCK ISOMETERIC VIEW � -.•• �1..F, ·- EL. 842.50' Gl(( 'P'IZ).i- ! cFCC: lWUO1 i1CYICiSH:41 1:1l. 1J/G0I MINAGXS :�AD E( R�. E C T I OUNM lONFl . . i M1a/ 1J,5 �1s!IT1 .1C0': fOf'EUT NH �ED ST PO AwN ,m i S Tw>mNto 1 A! 1 . tUA lV! ." '€ i L. O A D O f a @ fItNNSIUSHI.:A'Ml'IIOLfLll:: 3" POlYISO R-® IN CURB,, 'Y' POL'ffNR!tlf R.-201M CO'l-1:R. CG( IO)) UClNIl 'Al JI SII I UNf Gf Oli ::W. t GMr x Al Ol S. OUS CPNlR!DI DNCFGOWO�IMT Hr- Ou AnWu': BAtDf!Ot Ri SS IMWO&O A' tT :l xt Cm OG Ml :t ll :T mR -O US .Wf .D ., COln\/TEHALANCID lFT Ali!ISCAAl.ce.. m - C�O YHHE IOiN1UHG)EF \ O:J lPlf 'EYI NNO" IPAU.E H.RNMI NP:GoZ sEI OWmCoI TPNl li RWA 1 A1I T :lHDtM- UE M: LS 'Al ' UE Bf .O1 -Mt NAGI EI Cr aH! NOS t. D - 0 ? 1 3 ' ( A R M L O C � RB:) '\o'IN\'Lrnt!F �Dl.Ef'UU RBJ:rlillE. A @ f " <l A J � O D } W l L P .D ' A U0 . E S T 0 R T U C ( . t C I o H W I f O : \ ' A S A 5 l I f l I P r I NWDS C. .I NL !PD: lI INMJ' lBT "E )UR TI IOs , rRI H elP'a fWS: RUI. JODf.l1OALWA_ N NTl ) CHtHA:, NXH OWOlUlE0D.RS! rmCu ORTNlYf EH' RAl ' tEalll .). OloWE sS mW m - I NOi&: -S•CIWWCU RIXH:DE(SIHT.. E.HTNI HN X.G:E' lLlWl tAml )DL GMI . JTT NUHHSGI TSDOBt! MflHNfEAGAN S�E P! IJlTOCOH LHS AIA. TDTlCOR! t! TO,i iHA,OE\ N&FS, D.LU1OfUl"�Pa I DEEl.OG7I TN:HS1 2I I .SD UfH -aI Hl EGJH, 1R I I;NI0GT$EO1 :i �E . I D f •CA Ool . aEIAJrGR HHQIOJI 'PI CNEHNI MIS NGI ZGE 3M3'06 1' "1 WI(WWI DI! DDTnTH-rI l1 l)x xM�. M3 i6s"" 1 (fall l· r: iNn, sGG T«1 l H-; l ; }j' l ! , J A(CLOL LEOXRTEPREIROROWWNOEORD). --.J PERFORATED ALUMINUM VENT SOFFIT (COLOR TO MATCH TRIM) f-..-,L.-,L.--#1--;--+--- 2x4 GABLE WALL 1-1--STYROFOAM AIR BAFFLE r.0""';-v-,rvllh-""'v1 (BETWEEN EACH TRUSS) TRUSS BEARIN� $ EL. 109.12 WT( TRARULUSL SS ST O@D EP2SR' -I OG 0VN "I D PEOE. RCA . T2ER' X-UT 0SE "SN DOMEVADENRBUHEFAAY NOCGNT UD R E R ) W O2O6D GPAU.RRL IINB B1E8D" MOE. CTA. , L T YRPOIOCFA LP A N E L ACCESS HATCH DETAIL SCALE, NONE TRUSESL.BE10A9R.I1N2G'$ 8S"O XC MTUR I MC O TNOT I NHUAOVUES MBEOT NA DL WB ERAAMP •••• Ep ��0�'-�½9�T 2x8 TREATED TRIM BOARD W/ METAL WRAP T"OJ "P APNL AC HT EO R½ "W/T HWRAE AS DHEEDR c----2x8 TREATED TOP PLATE '-k- -CONTINUOUS #5 REBAR #30 ROOFING FABRIC FIBERGLASS BLANKET INSULATION (R-38) %" TREATED PLYWOOD T&G ABOVE TRUSS TRUSS ANCHOR PER ROOF MANUFACTURER RECOMMENDATIONS PRE-MANUFACTURED TREATED WOOD W/ #4 REBAR 132" LONG, TIED %" OSB CEILING BOARD WITH FRP COVERING. MJ OAI NN TU F CAOCVT EURRIENRG' SS AR NE CD O FMAMSETNEDNAI NT GI O NPSE.R 8" CMU BOND BEAM w/ ,'--'--- -- -� WT( TRARULUSL SS ST O@D EP2SR' -I OG 0VN "I D PEOE. CRA . T2ER· X-UT S0E S"N DOMEVADENRUBHEFAAY NOCGNT UD R E R ) 0z i' zw TO SUPPORT LOAD OVER OPENINGS EL. 107 R .3 .0 3 . ' $ (REFER U N D I S T U½R" ¢BDEOxDW 1ES'L - O I6L@", 1TS2YM"POI OCO A.TCHL. - - - X ' ; -.,. : OJ "' ENGINEER APPROVED BACKFILL ---->i,'% 23x"4MWETINAOL BTRRAIMCE, TYPICAL EACH END CTO OOP EN SNT UI I NNP GUP SOO UR ST BL OO AN DD B E A M OVER SC OO LNI TDI NBULOOUCSK SRTEEQE 'LD LOI NVTEERL DOOVOERR D O O R ½" EXPANSION JOINT 6 MIL VAPOR BARRIER CONTINUOUS #4 REBAR, TIED W AS LTLA NCDOANRSDT R8U" C TCI MO UN CONTINUOUS #5 REBAR (3) #5 CONTINUOUS REBAR " 4 4CC 8OO "NN CTOIRN. CEUT. OEFU. I SL(LR#EC5FOERRREE BST AOWR INT@OH T E B E L O W . ) H(INOSRTIZAOLNLTAPLERWYBTUHILEDINTRGUSCSODE) 6" x 26 GA. GUTTER W/ SCREW ON HANGERS ----- �- -�- -�· ·�· · ,1ff TRUSS BEARING Ep .............. ...... . EL. 109.12' P2 ( ExC8ROF LFOOARRSA CTTI EAOD BMAOALATU RCMHDI N WBU L/MD GMV . EE NTE ATX LT SE WOR FI ROFARI TP) (COLOR TO MATCH TRIM) S( BT EYTRWOEF EONA ME AACI RH ;;:f/::�..,.::,,.,;;a,,e:,...,�. .. Ep ��o�, _:' 1½ 9 �� F BT RAUF FSLSE) %" OSB CEILING BOARD WITH FRP COVERING. 3MJ O"AI NNMTUEFTCAAOCL VT EUT RRR I EI NMSG SR EACNODM MF AE NS DT EA NT I I NO GN S P. E R ANCHORING CLIP PER MANUF. RECOMMENDATION ___.. TREATED 2x8 TOP PLATE W/ $ FEILN. I S1H0E0D. 0 0F'L O O R FOUNDATION, TYPICAL 12" CONTINUOUS OVERHANG ------.,Jf----}/CI_I I STANDARD 8" CMU 1"4--=i-,.L_ WALL CONSTRUCTION -----------' TYPICAL OVERHANG DETAIL SCALE, ¾" ~ 1 ' -0" W"8 J"/' ' CCBMOOULN TTBI NOA UNN OCD UH SBO ER#AE4MD RAETB A3R6 , " O . C . H(IONSRTIZAOLNLTAALS WRYETQHUEIRETDR)USS TIED 36"x36" METAL 5PC ROOF HATCH 3'x3' OPENING METAL FLASHING REQUIRED AROUND ENTIRE PERIMETER OF CURB DECK OPENING B A B" TCHOECRKM ASLPMCA. XD" A OV IRS EMQOUDAELL. - - SADDLE COVERED WITH SIMILAR ROOFING MATERIAL PC RE NE -T EMRAENDU FI NA CCTOUMRPE OO S ITTREE AWTOEODD WPOOOSDT T R U S S i T/FOOTING cb 62 "" CR OI GMI DP AI NC ST EUDL A GT IROANN UBLOAARR DB A S E TYPICAL WALL SUPPORT DETAIL METAL ½" OSB WITH METAL COVERING %" TREATED PLYWOOO, TYPICAL FLASHING OVER ROOFING MATERIAL � STYROFOAM AIR VENT 2( E' -X T0 E" N0D . CT. H RR EUF EPRO STTO TTOR UPSRSO VFI RD AE M1I N' -G0 "D EOTVAEI LR HBAENLGO)W EL. 97.00 "f' oz --��fil:;#,�� �8 � t CONCRETE FOOTING SCALL 1/2" ~ 1 ' -0" NOTES, m· � "� � ,. WALL STIFFENING SHALL CONSIST OF � ;;0 • ' ' (3) #5 C U #5 REBAR ENCAPSULATED BY A ;� ONTIN OUS REBAR CONCRETE POUR ISOLATED SUCH THAT §� WALL INTEGRITY IS GAINED. THE REBAR £ � SHALL BE TIED TOP AND BOTTOM TO -;� TYPICAL DOOR AND GABLE SECTION PROVIDE A SUFFICIENT GATHERING OF g 1\ THE BUILDING STRUCTURE. (BETWEEN EACH TRUSS) ROOFING MATERIAL TION 1 ABOVE 26 GA. RIBBED METAL ROOF PANEL TYP4ICAL I ............ Ep TRUSS BEARING EL. 109.12' ... () 0w� z .., . 00 0 a: 2 n. :l II) w ... ;: z >- r.i.. w .J � �� w ::, > (/) 0 er CQ a: w n. � u. � ;: 0 II) .J �� a: - o2 � � a: ::; w ;: ... w �z CDR OIERVNEI SSCTITORI VNUESC: TNI Oo N. 2 C H A N G E BID SET 0PM8L .0oO2i 2od.0gwWB(2e)oes4O sl txe!e �r2B. n9rJ 5E,ou�nJ d;gawi nn< ae1 ye4rS7i . U5. 5l\ ' r e' >. \ el . J DD E U A S N T IG E E N , 2024 M.M.S. DRAWN D.A.P. O.C. CHECK S.D.B. PROJECT NUl.4BER 2018031-02 5 5 OF 8 � 0 ,, SCALE·. 1/2" ~ 1 ' -0" � _ SCALE: ½" = 1-' 0" �� FINISHED FLOOR ELEVATION OF 100.00 IS TO i'i g PROVIDE REFER TO TO FOOTING AND BLOCK 11111111■ 1 r;::======:, ii� COURSING ELEVATIONS. ACTUAL, COMPLETED FINISH ACCESS HATCH DETAIL 2' 1' 0 2' 3 '========================================================:F:L:0:0:R:E:L=E=V;=T�O=N=S===================================================��==����f============================:::::J L!:Fl:�=NU:M:B:E R===::!J -� SCALE, 1/2" = 1'-0" _ 44330 Do Not Use Plan Previews for Take Off

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I N I C KAEDLJ UBSRTOANBZL EE SP TORUASI NH EE RD O R O2 P" TNI OPNTA LI N L1 )EfT B ¢ 1.1'' 6.8"¢ 0 1)fl.P.S. -- IN9T£E"GRAL TRAP WFILTOHO RF LLUESVHE LP LCUL EGA NC OO VUETR "T( DZY UNP R4I CA5A5LBC "OF ALOOTREO DRE QCDUARASALTI N I RZOUNR NB O D Y TYPICAL INTEGRAL TRAP DETAIL CWNC OLI I CTEVHKAEENRI L NO, TUBSETRI GDOREANANZOLDEU TTASRLDTAE JRTPUA SI FFNTLLEAOURBOS. LRHE LPPELOVULEGI LS H E D ¼" x S T ¾R " E T G C A H L E V R . BS T A L R . 1 %" O.D. GALV. STL. 2D½I A" GHOOO. NRD AI .ZL. G AMM LEEVMM. BB SEE TRRLSS. NEW STONE SURFACE. EXTEND STONE 1'-0" BEYOND F E(NS CE EE DO RN I VAEL LD ESTI AD EI LS) SCALE: NONE B A Strainer Pipe Sizes Dia. 22 -- 33 -- 44 22 -- 33 -- 44 16'-Q" GATE OPENING 6'-o" THYAPGL. FA PT OAE PNESENHL O PSWOPNAS I C@T I I NO GN ROLLER STOP 6 5 7 8 Dimension In Inches K Approx. Min. Max. Wt. Lbs. ½" 2" 37 1);'' 2)," 39 1);'" 2½" 41 1 )1" 2½" 42 7'-0" GATE POST SPACING O S p S t e q r n a . in A In e r . e r a 8 9 1 1 8 2 7'-o" S G 4G E A " A E T T O E E N. D OR P . T O OE G L S A L T B E L R E V , L . O T S W Y T PL. ' I "' ' "' I V2E" R OT I.CDA. LG AMLEVM. BSETRLS. n n #9 GA. WIRE MESH FABRIC UNDISTURBED SOIL FCOOONTCIRNEGT, ETYP. 1/ IC I'• 12" 12" PNLEAWSTSITCONFAE BWREICEDUNBDAERRRIETRHEOFNEN(2C)ELALYINEERS OF 3 MIL. CHAIN LINK FENCE SLIDING GATE DETAIL NOTE: GUIDE ROUERS TO BE NYLON MATERIAL Wllrl SEALED BALL BEARINGS SOTNREA NE XDTSE NOSFI OBNA RABR MW I WR EI T, HT Y3P 10'-0" MAX.CENTER LINE 2½" O.D. GALV. LINE POST TO CENTER LINE 3" O.D. GALV. TERMINAL POST --'·--"'b:6.·..:. ..�..:.-o:,;.a. ___ '· �i"%'.'.' "� ... 1%," O.D. BRACE RAIL ¼"x ¾" STRETCHER BAR ¾" TRUSS ROD CONC. FOOTINGS REQ'D 1½" 0.D. GALV. TOP RAIL 1D\I¥A5 "G OON. DA.L GMAELMV .B ESRTSL . N(E2W) L ASYTEORNSE OWFE E3D MBI AL .R RPILEARS TOI CN ·r • "<t" W,2H AT CORNERS U ;, j FABRIC UNDER THE FENCE LINE 10" IN FENCE LINE CHAIN LINK FENCE DETAIL AND GATES FENCE AND GATE DETAIL NCNOOONTSLTCRAALECTOR SHALL PROVIDE ALL NECESSARY LOCK MECHANISMS ,•1.1 ": 1,1 ·· l:J ' ..... b I <D DEBRIS CAP REQ'O ON ALL EXTERIOR VALVE BOXES w L "' ��� - : .· · ._. . , _ :: Trench ¥.'· Edge. Typ FINAL GRADE (SEE SURFACE RESTORATION DETAILS) EXISTING GRADE _, I , .. ' 3= ' ·.•. :: "' .. I NT S I OANTPl AlE LOXLGFCE AED VTS EASW L I VTVO AHEF L VNA6 EU0 SVT" A I DSNL EHVS PAET TAL HSLL TL EBTE MODE CZw "0wal " ww "- EXTENSION. �- UNDISTURBED SOIL - " z0" "" lo wwz eC ....2 ·- >0• 8 ,g.!: •- C - O E 0 1l .c: (/) :v -,,- g.� � o·- -�5 C - ·-0 MEC P H VVO A A AS N L L IV I V C E C E A A L ( BP S O J E O X O E I R N A S T L P E I Q E G G C U N A S A E T . R E L ) SEE SPECIFICATIONS FOR REQ'D ENGINEER Fl�LL;__:==::"-i,:'.';i:f._§i;?;,::.,_____j , : ?.-_ .;,�_ . , ,;;.tr�: WATER MAIN CONCRETE SUPPORT PAD w GATE VALVE AND BOX NO SCALE SRUESRTFOARCAETION - - + - AS REQUIRED ~-----f----�---1--LWOACTAE TRI NSGP EMCAI FTIECRAI TAILO N S PO IP .DE . (Be) BSB PYA ECWCK IAFF ITI LCELARTAI MOS NA RSI NE Q U I R E D 0 C � • - 0 .L-----; -+�-1�---�\--' e'j"-i"l"i"!If �i;;{I "-- l - c---"-!+_I__ HAND OR MECHANICAL COMPACTED a.. I . . • • • . I .L._____________ L•·.• ·._ ·_·__•• • _·. ··J ___� MATERIALS PLACED IN 6" LAYERS TO 12� OVER THE TOP OF PIPE I.Bc+16"MIN•.I J BEDDING: Bc/4 or 4"MIN. BED(DIFINRGOSCHKALISL EBNECOCULANSTSEREI DORAL11L) W = MAX. ALLOWABLE TRENCH WIDTH FOR PIPE SHALL NN OO T T T TOO E E X X CC E E E E DD 336 0" FOR 4" THROUGH 8" PIPE, H FOR 8" THROUGH 1 r PIPE. BD C = = P PI PI EP E D DI AI AM ME TEET RE R ( I (NETXETRENRANLA) L ) APPLICATION GRASSED AREA PAVEMENT AREA OT RO AV ENHY I CAURLEAAR STURBAJFEFCI CT BEDDING, HAUNCHING AND INITIAL BACKFILL (R C ME L C F A A E L T S A R E S S R TS IA I O , L I S II W O OO SR R R P K I E I I MC ll M I A FA MN IC T AS A E H T R T E IP I I O R A I N L AA SL N D ( RME FAETRE RTI AOL SW OSRPKEMC AI FNI CSAHTI PI O NASN D FINAL BACKFILL SELECTED EXCAVATED MATERIAL COMPACTED GRANULAR MATERIAL WATER MAIN TRENCH DETAIL NO SCALE NOTES: 1. FAW( I ONO R1DR OKTI TNO)F I TAI 1SAL HLLSAI NL ALOGLNP DEUU NTFOD I LI FNEI ZARTEL HT ECBH OAESMCHPJKOUAF URI CLLI TLSDEDEDWI RCHTGELI RORI NANE EN OUT OHFL FAE TRTHCHEEBENA I TNCPEKDARF I VAI ELLNLMI ANEEMNDETEOE. PFT AI NTRGHT EMBE-WN BAT OT EOR RFR O MTWRA AI CNNL SAI SPS OSWRI FI TTI CAHATI NI TOI ON N 2. O(WI FNO DRTOKHT E)N OHS TAH RAF DLALL (L CUI NOT GI NL CI ZURENE DTCEEORMA PTN AHD EC TAJESUDPRHI GSARDLAI TCN) TUI POL ANA VR EO MBF EA TNCHTKESF I LI TNLOD AI ATNHNYAEW HCD EEE RNP ETAERWRT I MT LHEI NI NNET 5OO FFF ETTEHRT EA NOWSF AP TTOEHRRET AMETDAI OGI NNE . 0I "' b ;,- I , FORMED CONCRETE BLOCKING TYP. PROFILE t1T h.h er Tuhsweti d ebd rli omcoekfns: s i foonr sphl uo gwsn sahbaol l v eb eo r f45' L/2 +4" FORMED w -�,�. ••:-; "�'( ;0'' Y4, .«?'«'.�< , :!/ CONCRETE L UNDISTURBED BLOCKING SOIL. TYP. DETAIL A DETAIL B 6" SQ. STL. PL. 1" Th'k. Plug /� � [ -�:'K1/"' -� s FORMED CONCRETE BLOCKING "SH NOT TO EXCEED 18" 2. The width of the trench plus 2 inches DETAIL C DETAIL D TABLE OF DIMENSION FOR CONCRETE BLOCKING � TEE I PLUG ffi L T w D L T w 48" 18" 36" 1O" 42" 18" 42" " 1. FudN o s i O me r T e E t t n S e e s : e e poflugteew,iito sh n wt e s y i l s t e p ah c e t mh t b ek er " i ca T s ! nk ; j a i e c omrd h m i em w e u i t e n a t e hn e s r s q i Du t a o h a , ns o l s L s b t , e f r o r a a f o n n r o mc ud r h n W tt ehee st ai zbel e ouf ntdheer bcroal un cmhn. h e a d e d b y 2. slfhoewxanctusseizenepxtipelarbgloecr ksinizge.is not II 90' BEND II 45' BEND II 22½' D L T w D L T w D L T 24" 54" 24" 48" 1 o· 36" 16" 30" 10" 36" 16" 3 . sBDu pnel oedpcci tski hfti ni ueg"rddb "emt doumseaat al yl robt wbeh e wpo gi roer r cerkeaoi ndtc egk ra. sgtpahai anc nse t. 4. Concrete blocking shall be class "B". 5. dTo2 hin0me0 se10e0n 0spdi soi pfmnssesi onswisl hoi oabr nlkel si nabgr eoi nr l egri ne eccmaa i pplncrai umeclsai utstmyue rdset hs bbe yaa snedd the engineer. BEND II 11)'4' BEND II ALL II ALL I w 30" D L T w D EE� 10" 30" 16" 24" 10" 6. CS3 to, 0en0ecl 0r ePtpl eas , ti eCa onamdn dp3r 0eS ,sc0sh0i . v0e4 p0Sst i Pr ei pn eg t h s . 7. iAtnol l 8I Fn i l tMettii ln gaL snOdPSEhO aual tnl l edbt eTpaWi pprei andpg p. oefdf DIMENSION KEY L THRUST BLOCKING DETAILS Length T Thickness NTS EXISTING GRADE SEED AND MULCH COVER r(AS SPECIFIED) GRASSED AREA SEEDING and MULCHING (CONFINE TO FENCED AREA ONLY) SURFACE DETAILS NTS ROUND CONCRETE CAP 6H DIA. STL. PIPE FILLED w; CONCRETE AND FITTED w; SAFETY YELLOW POLYETHYLENE SLEEVE ., ' --,[MIN. 4' I I . . ·¥ I 1--ch� ·:::.:t;;·rr : : '.?��\�,:,:· STONE SURFACE ,,��y�V I 1I C(� » ,_ STL PIPE BELOW GRADE ' ,,;",/, TO BE COATED W/ BITUMASTIC ' � ,c,;. � •,---- UNDISTURBED SOIL �� 1r DIA. CONCRETE SUPPORT KNOT DEBRIS CAP REQ'O ON ALL EXTERIOR VALVE BOXES COIL ENOUGH WIRE TO EXTEND 12H ABOVE GROUND VALVE STEM (AS REQ'D) 00 VAL VE BOX ALIGNER (=: POSI-CAP OR EQUAL 1 DIRECT BURY LUG F/9 w Width D Depth Below Pipe � s SP ci phe 4D0i a mk i ce kt ee rr p Plate Size 1 in Tk. 1 Direct burv w/ie out • connection -�O/R£CT BURY WIRE ,'IUl TJe xoRii snAt ii Cnl l ggE Et Wnni cdIeRs Ewo fi CnT:O, r nNC c( N� en EnWt C! Ci Ttri eoI :On Cs Noi Snt mt i )c ct tr iaocnes wi ni rt oe obl J teS hCt wed r e esdinmu roii lnnaegr sc pwD o1 a1 onl lee roc tf1 mot nr aas icnes hwabl iolr rebe est o, mncanodone1 nhuce �tr i, t ni aognn das direct bury wire nut. DVF RRA OILLVML E Al Cl iOE�Vs ET• ROHP O LOEF 4T ½H "E OSA PUD I TJRUSASI DLTEA1 BROLAFEC TEVHAEWL I VRVEEA LBUVOPE X OB ON X T H E T W R A A T C E E R W M I A R I E N . ·1/, TRACE WIRE ACCESS AT A VALVE BOX ��/� BOLLARD DETAIL TRACE WIRE ACCESS DETAIL SCALE: NONE NO SCALE � ll. 0 6 RCDEOI RVNEI SSCTITORI VNUESC: TNI Oo .N2 C H A N G E BID SET 0�PSL0!.OO2i 2dO .0! wc \' . 1OV263 0e O4,k. (;�c1 Cm2B.9rl5oEn adndgi .Jwi n1 1 J< ."1 ve4rS71 .u5 It5nt3r\ . DATE JUNE, 2024 DESIGN M.M.S. DRAWN D.A.P. 0.C. CHECK S.D.B. PROJECT NUMBER 2D18D31-02 7 7 OF I � LE NUMBER . 44328 8 Do Not Use Plan Previews for Take Off

GENERAL ELECTRICAL NOTES ALL WORK SHALL COMPLY WITH INDIANA ELECTRICAL CODE, CURRENT EDITION. PROVIDE ALUMINUM UNI-ST RUT AND ACCESSORIES AS REQUIRED TO MOUNT ELECTRICAL EQUIPMENT ALL HARDWARE SHALL BE STAINLESS STEEL. ALL CONDUIT SHALL B E SCHEDULE 80 PVC IF BURIED, ALUMINUM IF EXPOSED UNLESS OTHERWISE NOTED. GROUT AROUND ALL PENETRATIONS INTO CONCRETE ST RUCTURES. CONDUITS SHOWN ON PLANS IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT NECESSARILY MEANT TO INDICATE EXACT QUANTITY OR LAOL LC AET INOCNL. O S U R ES SHALL BE NEMA 4X STAINLESS STEEL UNLESS OTHERWISE NOTED. ALL ENCLOSURES SHALL HAVE A HASP AND STAPLE FOR PADLOCK. ELECTRICAL CONTRACTO R SHALL BE RESPONSIBLE FOR ALL CONDUIT, WIRING, OTHER MATERIAL, AND INSTALLATION FOR A COMPLETE AND FUNCTIONAL SYSTEM. CONTRACTOR TO LOCAT E ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. SEED AND STRAW OR STONE ALL SURFACES TO PRE-DISTURBED CONDITION. CONTRACTO R TO REMOVE UNUSED ELECTRICAL EQUIPMENT AS A RESULT OF THE PROJECT. OWNER RESERVES THE RIGHT TO ANY REMOVED EQUIPMENT. ANY UNWANTED EQUIPMENT, MATERIAL, CONDUCTO RS, ETC. SHALL BE DISPOSED OF BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL UTILITY F EES WILL BE PAID BY OWNER IN FULL PRIOR TO CONSTRUCTION, CONTRACTOR TO CONTACT ANDY VONGPHACHANH w/ INDIANA MICHIGAN POWER AT 260-749-3054 A MIN. OF FOU R WEEKS PRIOR TO COORDINATE NEW SERVICE INSTALLATION. NOTIFY OWNER OF ALL REQUIRED OUTAGES A MIN. OF 48 HCOONURTRSACINTOARDVSAHNACLEL. GROUT AROUND ALL BUILDING PENETRATIONS AS R EQUIRED FOR WEATHERPROOF FINISH. WELL HOUSE #1 0 - SCADA SYSTEM NOTES 1. CONTRACTOR SHALL UTILIZE OWNERS EXISTING CONTROL SYST EM INTEGRATOR BY CONTACTING TOM COATH OF INTEGRITY CONTROL AND AUTOMATION AT (BA7.. 6 AB5LA) LCE7KN7P6LB-A RN1AE6D, 9L7SE TYF OMRI C RPOR LI COI NG GI X P1 R1 I0O0R PT LOC B I D . EEL C. CONTROL RELAYS D. CONVENI ENCE RECEPTACLE E. CIRCUIT BREAKERS AS REQUIRED FG. . T5V-S PS O RT UNMANAGED NETWORK SWITCH HI . . PPHOAWSEER MDOI SNTI TROI BRU T I O N B L O C K 2. DIRGTITUALPOI NWPEU T SR FAIL W COMMUNICATION STATUS EHP AU NLMLDP /TOROFUT FAN/LNAI ZI UNETGDO CFSUL WOR I RWT CE NH T P SOWS I I TT CI OHN A NWS ATEALLOTLI GC I NIWNS EPT ALULNT TSLA ENVEEOLU S F L O W PUMP PRESSURE SYST EM PRESSURE WELL TEMP ERATURE AMBI ENT TEMPERATURE MOTION SENSOR M L K J. . . . B P T O E A O V R T W E T M R E E I R S R N I Y A Z S L E U B D B P A C LP C O K L O Y C U N K P T S ROL TRANSFORMER N0P ... RRN AEODDNIU-OCFEUDS I BV LOEL T ADGI SEC OSNONF ET C ST T A R T QR.. SHPMAI,CE7"FOR FUTURE MEDIA CONVERTER DIGITALS. ONUETMPAUTS12 ENCLOSURE WELL START COMMAND E TH9HDMEOIR NMEHT Z R A D I O 3. SUBMERSIBLE TRANSDUCER, WELL PRESSURE TRANSDUCER, SYSTEM PRESSURE TRANSDUCER AND TEMPERATURE SENSOR TO BE PROVIDED BY INTEGRATOR TH EN INSTALLED BY CONTRACTOR. 4. THE CONTRACTOR SHALL PROVIDE ALL EQUIPM ENT, MATERIAL, WIRING, PROGRAMMING AND SOFTWARE MODIFICATIONS TO THE MCU AT THE WATER TREATMENT PLANT TO ACCOMMODATE THE NEW WELL 1/0 AS NEEDED FO R A FULLY FUNCTIONAL SYSTEM. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE SCOPE O F WORK BETWEEN THE INTEGRATOR AND THE ELECTRICIAN PRIOR TO BID. ALL TERMINATIONS INSIDE CONTROL PANEL TO BE BY INTEGRATOR. �l:J----;iPP R ' ROOPC OSED PULL BOX PROVIDED AND I II I INSTALLED BY CONTRACTOR, SIZED PER NEC J:.:k-�(2) 2" SCH. BO PVC CONDUITS FOR COMMUNICATION AND 480V-3• SERVICE TO FUTURE WELL. CAP 5' : : NORTH OF FENCE LINE MIN. 24" COVER. • " "I ' B'-o" MCLAEINATAIN RANCES AS RIPNEODQWI AUENIRRA E DM I CBHY I G A N 1" CHAMFER /,___ 2 _ 1" _ --+------54_ ' '_ -----l---2_1_ " _-' l 1" CHAMFER NOTE: CONTRACTOR TO INSTALL AND LAND 2-HOLE LUGS FOR SECONDARY 1 I� I"- ! , • I I ! l I • ' � � I I� ;; � • I I I l I I I l 1 o" WELL COMPACTE : [ : : 1 S ECONDARY WIRE, CONDUIT CRUSHED ROCK OR I I 1 1 1 AND TERMINATIONS IN GRAVEL 9 9 0 TRANSFORMER BY CONTRACTOR 4" CONDUIT w/ LONG SWEEPJ lCONTRACTOR TO PROVIDE AND INSTALL 4" SCH. ELBOW STUBBED AWAY FROM PAD 80 PVC CONDUIT w/ MIN. 48" COVER, PULL AND CAPPED FOR FUTUR E USE. ROPE AND LONG SWEEP ELBOWS AT EACH END. TRANSFORMER PAD DETAIL NOT TO SCALE R8C 0OO PN PET RV CAA CN TCD OO RLN ODTNUOGI T PSwRW/OEVEIMDP I EN E. LA 4BN 8OD "W SI CN OS ATVTAE LREL, A CP4 H"U L SLE CN HD . . 4" CONDUIT w/ LONG SWEEP ELBOW F STUBBED AWAY FRO CAPPED FO R FUTUR M E U P S AD AND E. ,-- - -- - ---------- 1 '.h\fAf�¥:Af:'7F¥,,Er9g::,,z="f,;,._-f---f--- 0 --H---------------------------------------,------ 1 -T�J - - - ---.-� -7 � ( ' CONTRACTOR TO PROVIDE ANli: :::--r==l---:--L_ _ INSTALL 4" SCH. 80 PVC CONDUIT wJ.w PROPOSED CONCRETE PAD MOUNTED TRANSFORMER w/ MIN. 48" COVER, PULL ROPE AND 277/48DV-3•. 4W Y ELECTRIC SERVICE AND BMYICHINIGDAIANNAPOWER LONG SWEEP ELBOWS AT EACH END. METERING BY INDIANA MICHIGAN POWER PROPOSED SERVICE ENTRANCE RCAIRTCEUDIT20B0RAE-AK3P MANUAL ER TRANSFER I I E S N N N W S T C I E T T L R A C O L L H L S O E U C W D R K I E T B H A Y P N M R D C O E O C V N N I H E D T A M E R N D A A I C C 4 A A T N X O L D R S ; .S. IN FUTURE BY OWNER. .;t,.-------, 4) #3/D THWN 3" SCH. 80 PVC ,.[-----, 3) #3/0 THWN (31") S#C6H . C 8U0. GPNVDC. C SE O C N O TR N A D C A T R O Y BY R GENERATOR CABLES AND j CONNECTION TO BE INSTALLED W# 4E L DB EA RD E T OC U(. 3 )G N¾D ". • Ex 1X0O'T HCEUR.M ICCLAALDL Y GSPNADC. INRGO,DSG ON 1O' TRIANGULAR ROUND WATER MAINS PROPOSED PUMP AND SCADA CONTROL PANEL "CP" IN WALL MOUNT NEMA 1 ENCLOSURE, SEE SCADA NOTES AND BUILDING STEEL PER NEC }-130A-3P }-20A-3P ((31)) ##64 TCHUW. NG-ND. ---� }-c.B • SPACE FF O UT R U R WELL E 3 }-20A-2P 5 KVA 1 24o8v0-V 1-•1 •S EPCROI MN ADRA YR Y 4 5 6 7 }-20A-1P }-20A-1P }-20A-1P }-20A-1P 1½" SCH. 80 PVC 1---(3) #12 THWN 1--<2) #12 THWN r----b=-(2) #12 THWN GROUNDING GRID 40HP 5 KW 4BOV-3• 4BOV-3• 52 FLA 7.5 FLA WELL #10 UNIT HEATER (1) #12 CU. GND. (1) #12 CU. GND. (1) #12 CU. GND. 1" SCH. 80 PVC 1" SCH. 80 PVC 1" SCH. 80 PVC LIGHTS & EXH. FAN SCADA CONY. FLOW RECEPTACLE METER PROPOSED POWER DISTRIBUTION ONE LINE DIAGRAM NOT TO SCALE Type B A LIGHT FIXTURE SCHEDULE Manufacturer / Model CH OU LBUB ME LBLI A L LI GI GHHT TI NI NGG -- RLWXLE1M-44-84L 0-M1L0--R4FKA7--E3--UU N V NOTE: MAINTAIN NEC WORKING CLEARANCE IPNROFPROOSNETDOSF ELECTRICAL EQUIPMENT. ERVICE ENTRANCE RAT ED 2DOA-3P MANUAL BREAKER TRANSFER � S4WX ITSC.HS., E4N80CVL-OS3U•REIN NEMA T:'T:' _____..- a'- UNDERGROUND SECONDARY Mounting Lamps SURFACE 42W LED SURFACE 10.1W LED PRPANOEPLO S"ECDP " PWU MA LPL/ SMCOAUDNA T ECDO N T R O L .--'-�-- f...� BY CONTRACTOR 0 : 1 1 1 (2) 2" SCH. BO PVC CONDUITS FOR ! I j I COMMUNICATION AND 480V-J� SERVICE / I I : I TO FUTURE WELL. CAP 5' NORTH OF --------- FENCE LINE MIN. 24" COVER. / ": :*'0,\ r--'---"-7'i'\'"'-r:' •c.· i;· t· .c'c<:c,.'2..d, __L,_-;rir"fff'P--':_-4=-=-=- -= -= -= -=--= .1\,-7 G REENHECK COMBINATION LOUVER/DAMPER / T CP-6 I I I I MODEL ECD-601, 18"Hx186W, w/ ""',..__ELECTRIC ACTUATOR AND BIRD SCREEN : : �' _,,,,.,.," i5_iVv��h , 1(.� I Q ?,7\'J' . · • r�"-(T ,'� ' )' : : I t ' "T__,f} · �&e J QMARK ELECTRIC UNIT HEATER _ _ __,_ __.__.,__,/ ii IWNATLELRLOOPCEKNIwN/G ETOXHBAUEST6 ' -FA4N" , AB.FO.FTT. OM OF ,'t-i====== ' ' I ' ' ' ' '' IQ GGRRIODUNDING / V / <l>' ' ' ' ' 'i,--'l / / II �/ ' ( Y fl 11 'itJ 1-v:2: · 2)1 II ' >_:_'v- ii ,J II � ----------- •'-2·/ ;l et .;.._ II ----- I la £ I--" 11 B't. ----- I : : -----.-------� PROPOSED CONCREfE PAD MOUNTED • j MANUAL ----------- a£ TRANSFORMER AND METERING BY TRAN�,FER S/J ITCH a£ UNDERGROUND INDIANA MICHIGAN PpWER : : a'-� S ECONDARY BY : CONTRACTOR , PROPOSED CONCRETE "· : PAD BY CONTRACTOR I I I I ol ' 8 E- • P PU AN M E P L CONTROL B' � ' ;,;;-T;'� �7•�''46�'ry'Y) ')'�"�, (��cli.�- ,, �m �r�-.,;;::"�' � o':"-.& :;g '·~ � 1:7 'i:1� ');;:r\-,J:'J,iA J,f,,,>,,' ,,-,, Sl ) v' ) '/40,_,, ;;;.\ , i,:,, ,Y ,V "';,,,,\ ' • '.A--) '(. .) ;, �.�r,: r ,::., y- r� Y--(\7� ?xt'Y�1 '4-f--\ ��v---.: " _\c_.�y I�>"' l"'JI.� WELL HOUSE #10 SCALE; 1" = 5' - ELECTRICAL SITE PLAN CAT. No. MUH05-41, 480V-3•. '-- GP-2 5DTHKISWC,ON7N.5ECATMPASNDw /LOCINATLEGRAL ERMOSTAT / I I I CP-4 I I I I \ \ 1CS/CO0ANDTLARI SOTPL E RT O �•l•:.,i .. �• / TTA ERN MAD NP SEP DRR UAE TCS UES RRU ESR E / I I I I GREENHECK SIDEWALL EXHAUST FAN MODEL N IN o T . CW-080-D, 1/20 HP, 316 CFM AT 0.15" EGRAL DISCONNECT, INTERLOCK w/ LOUVER BOTTOM OF WALL OP ENING TO BE 6'-8" A.F.F. N S OTE: CONTRACTOR SHALL EC OPNAT RRAOTLE; DA LI GL I T APLO WAENRD AANNDA L O G . ' 2" RIGID PVC COATED ELECTRICAL FCOORNDUITS THROUGH FLOOR, CAPPED ELECTRICAL AND COMMUNICATION WIRING TO FUTURE WELL ' ' ' ' I / CP-4 MOlJN _...,,i3� I I / ABOVE DQO · ,,_-,s-7 • -,,/ PHOTOCELL --1 .....__ -- 40HP, I I I I I I 480V-3¢, I / 52/F,LA--,,, SUBM I SIBLE 'LEVEL AND / �UMP 1': "" 8 ;, ,PR ESS RE , I ',, / TRANSDUCER / PCEORNTR1/O0L LTIOS-T;CADAJ NCT ROO ATNNED:SUI TIPTI VOSCN TI NCOGO ABFTERE DOUMSREI UDG NI DDW H E N ER US LSAEB L TOON GE XSPWOESEEPD , E LT BY POIWC SA L. L Y WELL HOUSE #10 - ELECTRICAL FLOOR PLAN SCALE; 1/2" = 1'-0" z 0 � � (.:Q � 0 Eu 3R /E V1 I 0S/I O2N0S2 3 I-Oo w- -, 0 Oz a: _J a. C/J w I- ;: z >- w _J � ll ll w ::> > Cl) 0 a: a: w a � . !;i ;: C/J _J :,(_ it a: () Oz � ::> a: ::!: w ;: !;i: w � z BID SET 02024 Midwe,;t�m Engineers. Inc. 802 West Broadway Stred ro Box 295 Loogootee. Indian,1 47553 DATE SDEESPIGTNEMBER, 2024 A.F,B. DRAWN C.N.M. a.c. CHECK S,D.B. PROJECT NUMBER 2018031-02 8 8 OF 8 I Fll£ NUMBER I 44327 Do Not Use Plan Previews for Take Off

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