i w w w � � �' " �� w � > " oc � ii' .. JG ;,, OM N;g \� �� � ti � J1 •w�� _Q _, "" � - z� "' N �o�u l t.\ w< �o' � �� 'u w - ij Q a' �. :, ro �" o8 "l 1x. 8T" xE8E" 8M"AI NI NL EWTI TDH. I .P COLLAYSEST H3 5Y0L EWNAET E R EANNCDABSEELML ERNETS, TTRRAAI CN ET R W I R E HARNESSES ON ALL JOINTS 12" ANCHOR COUPLING IW::-7::J.--8" SERIES 1100 MEGA LUG RESTRAINT ', t;:; ;,_. .�- 8" GATE VALVE . "ANCHOR COUPLING --r-:;:_ ..J. - �� 1W2A' ' TOEURT LMEATI ND WI . ICT LHA S S 3 5 0 PTROALYCEETRHWY LIREEN EANEDNCBAESLLEMENT, RAELLSTJORAININTST HARNESSES ON 6" THK STONE BASE AS - - r REQUIRED UNDER POINT OF - 0 CONNECTION (TYP.) -�,,, '1 1 i-----12" SERIES 1100 ;;;;i�-'.� MEGA LUG RESTRAINT ,, 12" GATE VALVE --� _ _ 12" ANCHOR COUPLING :C .. 'R -,.z �""'""-"' < � < � ?[55:1, --- - - A ' 12"x8" 0.1. REDUCER.,.._ 14' '4 rj(:-C5(i ' -.. - ' , 'JC - -� '" -� -,_- \V �:__-f:"i'i=:f---� r .. 12"x8" 0.1. REDUCER • • • > • . . 181" 000. 1 MSELGEAE VL UE Gw /RSEESRTI ERSA I N T 8( N" OB RY -MPAALSLSY GCALTOES EV DA L) V E 1D2I".xT1E2 "Ex 1 2 " 8" ANCHOR COUPLING PCOOUNRCERDE TOERTPHRREU- SCTA S T BLOCK 8" GATE VALVE 181" 0D0. I M. SELGEAE VL UE Gw /RSEESRTI ERSA I N T BF OE LRL TRWEOS TJ ROAI NI NTTS HOAURT NFERSOSME SE AR CE HQ ' D . POINT OF CONNECTION (TYP.) T XOI SRTEIMN GA I NB " WI N ASTEERRVMI CAEI .N N FB OE LRL TRWEOS TJROAI NI NTTS HOAURTNFERSOS ME SE AR CE QH ' D . POINT OF CONNECTION (TYP.) ET OX I SRTEI MN GA I N8 " WI N ASTEERRVMI CAEI N 0POINT OF CONNECTION DETAIL No_ 10 DO NOT SCALE PC OO UN RC ERDE TOERTPHRREU- SCTA SBTL O-C-K l 181" 0D0. I MSELGEAE VL UE Gw R/ SEESRTI ERSA I N T HBEALRLNRESSSTERSARINETQ'-D. -FOR-- ETAWCOHJRCfOlNINTTS OOFUT FROM CONN tTION (TYP ) ME XAIISNTTI NOGR8E"MPAVICN WI NA T E R SERVICE. R6 "ETQHUKI R SETDOUNNEDBEARSPEOAI SN -T O-F � CONNECTION (TYP ) 6" ANCHOR COUPLING 6" GATE VALVE N . . • RC6" E O T Q N H U N K I E R . C S E T T D I O O U N N N E D ( T B E Y A R P S . P E ) O AINST OF BHEALRLNREESSSTERSARINETQ'D FOR ETWACOHJPOOININTTS OOFUT FROM CONNECTION (TYP.) �I J[]I[J � ETOXISRTEIMNGAIN8"IPNVSCERWVAITCEER. MAIN 8"x8''x6" D.I. REDUCING TEE ------6" MEGA-LUG RESTRAINT -----6W"IPTHVCTRCA-9C0E0RDRWI1R8EWATER MAIN ------BELL RESTRAINT HARNESSES ER AE QC H' D P FOOI NRTTOWFOCJOONI NNTESC TOI UOTN F( TRYOPM. ) POINT OF CONNECTION DETAIL No_ 11 DO NOT SCALE FB OE LRL TRWEOS TJ ROAI NI NTTS HOAURTNFERSOSME SE AR CE HQ ' D . POINT OF CONNECTION (TYP.) 6W"IPTHVCTRCA-9C0E0RDRWI1R8EWATER MAIN 6" MEGA-LUG RESTRAINT 6" GATE VALVE 6" ANCHOR COUPLING N RWEAMT OE RV EL IENXE! SCTAI PN G . • P6 "RWEVAITOEURSMLYAIANBANDONED RC6" E O T Q N H U N K I E R C S E T T D I O O U N N N E D ( T B E Y A R P S P E ) O AISNT OF • . --- POURED OR PRE-CAST CONCRETE THRUST BLOCK -- EXISTING 6"x6"x6" D.J. TEE TO REMAIN IN SERVICE ET OX I SRTEIMN GA I N4 " I GN ASTEERVVAI CLEV .E ETOXISRTEIMNGAIN4"IWN ASTEERRVIMCEAIN ETXOI SRTEIMN GA I N4 "IWN ASTEERRVIMCEA.I N E R B A E E C L Q L H 'D R P . E F O S O IN T R R T T A OW IN F O T C J H O O A N I R N N N T E E S C S T O S I UO E T N S F ( TR YOPM. ) 0POINT OF CONNECTION DETAIL No_ 12 DO NOT SCALE 1H0tC53KSE,SCARR.3L2RANDALL (CULTIVATED FIELD) NEW 100,000 GALLON ELEVATED WATER STORAGE TANK O.F ELEV. 649 O' SEE DIVISION I FOR ADDITIONAL INFO RMATION • ' ' ' ' ' ' I I ' I I I I I I I I I ITEM / TBM-1 / CP-7 BENCH MARK AND CONTROL POINT SCHEDULE NORTHING 1750185.8010 1750199.5650 1750222.5640 S.N. 1 S.N. 2 EASTING ELEVATION DESCRIPTION 2853008.4670 537.01 MS IADGE SOPFI KPEWIPN 2N9O4 -R8T7 H9 2853137.2070 537.74 5/8 INCH REBAR 2852990.9450 537.10 5/8 INCH REBAR SPECIAL NOTES INSTALL A 3-WAY FIRE HYDRANT ASSEMBLY WITH 6'' GATE VALVE CREUTTI,RCEADPSAENCDT!ROENTSIROEFEPXIIPSETING WATER MAIN ON BOTH LIVE AND S.N 3 EXISTING WATER MAIN SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE S.N 4 RC ET CS OSNE NR VE ICCTEELXI NI SET IFNRGOSMENREVWI C EM AMI ENT. ECRU TW, CI TAHPNAENWD HROEPTEI RDE R - 9 OE XNI SL TI NI NEGS CS ERROVSI SC IEN GL I NREO. ATDRWA CA YE RS . WC OI RNENTEOC TB ES EI NRSVTI CA LELLEI DN EO N L Y TRACER WIRE TO WATER MAIN TRACER WIRE S.N. 5 INSTALL A GATE VALVE (SIZE PER MAIN) S.N. 6 EAXPIPSUTRI NTGE NV AA NL VCEE,SHTYOD RB EA NRTESM, OMVE ET DE R1S8 " ABNEDL OOWT HGERRA D E . F I L L V O I D NWEITCHESGSRAARDYE "B" BORROW BACKFILL, REGRADE AND RESEED AS S.N. 7 IDNRSITVAEL(LLEWNAGTTEHRPMEARINNBOYTEU)NCASED BORE UNDER STREET OR S.N. 8 EXISTING WATER MAIN TO REMAIN IN SERVICE S.N. 9 ICNUSSTTAOL LM CE RO MS EP RL EVTI CE ENLEI NWEM±E3 TFETR. FSRE OT .MREEXCI OS TNINNEGCST TERXUI SCTT IUNRGE C A W N U IT D T H , S C N T A E R P WU A C H N T O D U P R RE E E D T U R I P R - O 9 E N C E T X D S I I S S S T IN I E N F R G E V CI S C T E E IO R L V N IN I CO E E F B L N E IN E T W E W O E 6 E N " N WB N OAT E T E W H R L M M IV A A E IN I N A . N D RA ENTDI RAEPDP USRETCETNI OANNSC OE SF TPOI P E1 8A" NB DE LROEWM OGVREA DEEX.I SFTI LI NL GV OMI DE TWE RJ T HP I T NGERCAEDSES"ABR" YB.ORROW BACKFILL, REGRADE AND RESEED AS S.N. 10 INSTALL SERVICE LINE BY UNCASED BORE UNDER STREET OR DRIVE (LENGTH PER NOTE) POINT OF CONNECTION NOTES· PROPOSED TANK DRAIN, ENTRANCE D RIVE AND PARKING AREA AND CH A CON I T N LINK FENCE BY DIV. 1 RACTOR, SEE DIV. 1 FOR ADDITIONAL INFORMATION TOWN OF PERRYSVILLE MANDATORY 'A' ALTERNATE BID - POINT OF CONNECTION TO DIVI SION I WATER MAIN. DRY T AP NEW 8" DEDICATED FILL WATER MAIN TO NEW 8" AND DEDICATED 12" EFFLUENT 1 . FCOOSUTPELRI NAGDSATPOT ECROSNMNAE YC TB ET OU SMEEDC HI NA PNLI CAACLE JOOFI NATN C H O R APPURTENANCES WHERE ALLOWED BY THE OWNER MANDATORY ALTERNATE "A" BID POINT OF CONNECTION DETAIL No. 10 D RY TAP NEW 8" AND NEW 12" MAINS TO EXISTING 8" M AIN WITH ONE (1) 8"x8"x8" D.I. TEE, ONE (1) 12"x12"x12" D.I.TEE, ON E (1) 12" GATE VALVE, THREE (3) 8" G ATE VALVES, TWO (2) 12"x8" D.I. REDUCERS. 8" BY-P ASS VALVE NORMALLY CLOSED, SEE DETAIL No. 10 THIS SHEET ST ATIC PRESSURE 50 PS I. ' ' RE EX IMS AT II NN GI NS PI GL NA CTEO DIV. I r �r ------�-_:__--�� ==== ==7''---'--[VALVE NORMALLY CLOSED I I I , • I , I I > I , -1' ' I WATER MAIN TO NEW 12" MAIN WITH A 8" AND 12" D.I. SLEEVES SEE DETAIL No. 9 SHEET 4. STATIC PRESSURE 50 PS I. PROPOSED 8" DI CLASS 350 DEDICATED TANK FILL WA TER MAIN WITH TRACER WIRE, POLYETHYLENE ENCASEMENT AND BELL RESTRAINT HARNESSES ON ALL JOINTS BETWEEN POINTS OF CONNECTION, BY DIVI SION II CONTRACTOR PROPOSED 12" D.I. CLASS 350 WATER MAIN WI TH TRACER WIRE, POLYETHYLENE ENC ASEMENT. AND BELL RESTRAINT HA RNESSES ON ALL JOINTS BETWEEN POINTS OF CONNECTION, BY DIVI SION II CONTRACTOR MANDATORY ALTERNATE "A" BID POINT OF CONNECTION No. 11 (STA 0+00) / DRY T AP NEW 6" 0,1_ MAIN TO EXISTING 8" M AIN WITH (2) 8" D.I. SLEEVES, A 8"x8"x6" / D.I. REDUCING TEE AND 6" GATE VALVE, I SEE DETAIL No. 10 THIS SHEET i,;;; S�TA�T� IC :;::::, PR=E�S�S�U�R�E� 49 ;;;;.;;;; P�S=.I.==;;;;;;;;;;;;;;;;;;;;;;�\ E8 X�I SCT IWN bG TTEORI NMNAOI NF APNE DR RFYI RSEVILLE � HY-il!<A14't TO REMAIN IN SERVICE 2 . PARL LE -CCOANS CT RAENTDE STHHARLULSBTE BOL FO CT KHSE SD HI MAELNL SBI EO NCSA SI NT D- I NI C- AP TL AE CD EI NO R TCHOEN NS EPCE TCIIOF INCSA TFIROONMS . CPORMOITNEGC ITN MT OE CCHOANNTI AC CA TL WJ OI TI NHT T H E 3. BC A E O LL N C 0 C O . R V 1. E E F T R IT E E T . D IN WG IST, HVVA-LBVI OE SP, OP LI PYEE TA HN YDLAE PNPE UERNTCEANSAENMCEENSTS. H A L L 4. ACOLLNMNAECINTSIOSNH.ALL HAVE TRACER WIRE TO EACH POINT OF 5 . RT HE EF EPROEI NN TC EO FO NCLOYN, NI TE CI STTI OHNESCDOENTTARI AL SC TSOHROSWRNEASRPEO NF OS RI B I L I T Y PT OO I FNITE LODF VCEORNI FNYE CE TXIIOS NT I NL OG CLAI NTEI OSNI ZPERSI OARN DT OF I BT ET GI NI GN SN I ANTG E A C H CA SO NA SRTERSUUCLTTI OONF. FAI NN YA LMCOODNI FDI CI TAI OT NI OSN MT UH SA TT BMEA YS UBBEMRI TETQEUDI RTEOD THE ENGINEER FOR APPROVAL. D12O0B67BINNS2,0Q0 UEINTON L (CULTIVATED FIELD) I I I I \ \. -------- ADAMS STREET " ___ ,c --- ,c ___";: "-,-- Pl 25' RfW PL ___ ,c --- " --- ,c --- . ����. �:���+�-�:�,, -;,, , �••�;d'�' ����i����������~��, ��������~������-,���\���- =���S=.N=. =8 ��I �� ��---=-� .,-,;. APPROX. 43'-0" ......,_ APPROX. 52'-0" PREVIOUSLY -�-! ABANDONED BLKT \ 11 S.N. 5 6" WATER MAIN '-.,__ ----------4-�--:s::::::=-;-=:c==c;-:::==-;-=�==-;--�F--� "·' --==========--�� BLKT. PL --- ec --'=:::SSc:'.--- ec ---f- - ,c ___ ec --- ec I I MANDATORY ALTERNATE "A" BID POINT OF CONNECTION .............. L.. -- --.- -- SEE DETAILS ON SHEET 12 DRY TAP NEW 8" TO EXISTING 8" MAIN WITH TWO (2) 8"x8"x6" D.I. TEES, ONE (1) 8" BY-PASS GATE V ALVE (NORMALLY CLOSED), TWO (2) 6" G A TE VALVES STATIC PRESSURE 49 PS I. MANDATORY ALTERNATE "A" BID INST ALL NEW FLOW METER PIT AND 6" FLOW CONTROL VALVE. SEE DETAILS SHEET 12 f- -- \ - VCALOLVSEEDNORMALLY PERMANENT EASEMENT -TEAAY & VERA \ ' 1R3B28HOWLSYCRR3O2SS RENTALS, LLC I BLKT ij ' ' HOUSE TRAILER ·-----•--•--•--•--• -� •--,_! -MANDATORY ALTERNATE "A" BID " ---/ ,c --t- STO. ,, ---J SEPTic TANK r I PROPOSED 6" PVC C-900 WATER MAIN WITH TRACER WI RE AND BELL RESTRAINT HARNESSES ON ALL JOIN TS BETWEEN POINTS OF CONNECTION, INSTALLED IN ROAD BY OPEN CUT PLACEMENT BY DIVISION II CONTRACTO R (FULL DEPTH GRANULAR BACKFILL AND STONE/ ASPHALT BITUMINOUS RESURFACING REQUIRED). MANDATORY ALTERNATE "A" BID POINT OF CONNECTION No. 12 (STA 1+10) D RY TAP NEW6" PVC C-900 DR-18 MAIN TO EXISTING 6" MAIN , SEE DETAIL No. 11 THIS SHEET, STATIC PRESSURE 49 PS I. NUNOLTEES:NSEOWTHMEARINWSISTEHNISOPTLEADN, TSOIZBEEADSUINCDTIILCEATIREODN CLASS 350 PIPE WITH TRACER WIRE AND POLYETHYLENE ENCASEMENT INSTALLED AT MIN_ 60" DEPTH MANDATORY ALTERNATE "A" BID PLAN • REVISIONS BID SET C 2025 M8 0i 2d wWee, ; st et ml l r lo; andgwi nneye nS; t. rJcnrcl . PLl..>OO.i:,!olootxec2.9l5ndi,um 47553 OAlE JULY 2025 DESIGN M.M.S. DRAWN M.K.W. S.L.H. Q.C. CHECK EKP PROJECT NUl.lBER 2022043-04 5 5 OF 14 I FILE NUMBER I 44635 Do Not Use Plan Previews for Take Off
RkJQdWJsaXNoZXIy NjAyODM2