I ll 1+00 VC AOLNVTERAANC DT OI NRSTTOA LRLE4M" ODVUECETXI LI SE TI IRNOGNG A T E SLEEVES, SEE DETAIL No. 1 THIS SHEET HEISHMAN , ERNEST JR. 7 1190 CHURCHAVE. - 31 ·09-25-377-001, 000-008 HOUSE - - • • 8 ch !1 LINCOLN HILLS CHRISTIAN CHURCH 31•09-25-37&-001 000-008 a a + on INSTALL 1"HOPE DR-9 CTS SERVICE LINE WITH TRACER WIRE HOUSE 1M1 I0L0LCE RH , UAR NCNHEAT VT EE . #'J l-09-25-377-003.000-008 GARAGE BLKT PARKING LOT HOUSI;, 11JE30NKcIHN$l'l.u, CBRHYAANE. 7-377-005,0 -008 a a + (!) "HOPE DRICE LINE WIT IRE ,. __ _ oe--- ,. ___ I R4A "NE MDGOAVI NTEES TEVAXAL I LLSVT EI N G (2) 0AS.1. RRE.JQ.UISRLEEEVES THRUST BLOCKING J�EXISTING ABANDONED S.R.62 E C IN X O 4 C I MS " L T P U I M L DN E A E G T I D N E G AARSTEEMPOVA VARALT LV EOOF TF OP OBI NE T OF CONNECTION No. 1.1 ERXEIMSAT IINN G I N4 "S EMRAVI NI C ET O EXISTING 4" TAPPING SLEEVE AND 4" TAPPING VALVE RWT OEE QRL CUD HEI RDE CDSU TTTEOEELXMI SAC TKAI SEN I GN-G �I F - ; CONNECTION. RPN EIEPMWI NO GVC EOTNOENXEII NCS TST I I TNOAGNL L ANCHOR COUPLING 6"x4" 0.1. REDUCER ERXE IMSAT IINN G I N4 "S EMRAVI NI C ET O 141"000.1.MESGLEAEVLEUGw/RSEESRTRIEASINT .. • RRS EUT EMBEOBLVE ERB AAENNNDDDS I SNI FESATRLA EL QWL UI TWI HRRE ADSPT ABIANYRLOE US NS D LSOTECEALTIOCNASOINFG.EXISTING WELDED REWXEEMI LS DAT IIENNDG I NS6T "ES EEMLRAVI CNI CA ESI NI N G1 2T"O 6Mw "/E GSDAE. RI . LI EUSSGL E1ER1VE0ES0T R A I N T 6MS "EExRG6I -"E xSL6U"1G 1D0R. I 0E. S T6T ER" EA I N T ANCHOR COUPLING 6MS "EE RGGI -EA SLT EU 1G V1 A0RL0EVSE6T R" A I N T 6RO "EF QTUCHOI RKNE. NDSE TCUOTNNI ODENE RB (ATPSY OEP I . N) ATS .---""--INSTALL 4" 0.1. CAP ON RETIRED MAIN >+---EXISTING 4" MAIN TO BE RETIRED B TH LOR CU K S I T N-G _,,. PFB OOE LRNLT T RWOEOFS TCJROOA I NI NNNTT SE CHTOAI UOR TNN EFS( RTSYOEPMS. ) ER AE CQ H' D . N 0POINT OF CONNECTION DETAIL No. 1.1 NOTTO SCALE 6PW"OI RL DEY .EI .AT HNCYDLL AEBSNESEL L3E5NR0CE SAWST ARE TAMEI ENRNT TM.HAATI NRR NA WEC SIETSRHE S RVEALQVUEIRED FOR TWO JOINTS BEYOND " --- " I " , /'/ ___ ec ---,�L ' / u DOEFNFTI CI SE1 / NOTE: 1 / / NWOI T AHCOCUETSPSRAI OL LROAWUETDH OT OR I ZT HA TI SI OPNR OF RPOE MR T Y THE PROPERTY OWNER D U R11B6I N1 CPRHOUPRCERHTAIEVSE.LLC 31-09-25-378-002 000·008 / �REXEIMSATIINNGIN4"SEMRAVINICETO 4.. 0.I. SLEEVE ' INSTALL SPLIT BELL RESTRAINT -�---___J HARNESS ONE JOINT BEYOND w/SERIES 1100 0.1. SLEEVE MEGA LUG RESTRAINT ...____ 11 ANCHOR COUPLING DALE AVE 6 R " E x M 6 O " V x6 E " E D X . I I S . T T IN E G E HOUSE IMCNAASPI TNA OL LN 6R"E T0I R. 1 .E-D � EXISTING 6" MAIN SERIES 1100 6"______,/ 11 MEGA-LUG RESTRAINT j REMOVE EXISTING 4" 90' BEND, NVAELWVE6"ANMDAINPIPING TO INSTALL TO BE RETIRED DALE AVE E I C O N X O F C I MS L C T P U O I L DN N E E G T ND E E G C A A R S T T E I E O M P N O V A V A R N A L T o V L . E O O F 1 T F . O 2 �P OB-I NE T MSEERGI-ESLUG110R0ES6TR"-AIN-T , CNR P E OO E M WNR O T G IV W . O E N A D T R E A O I N R V F D E M E TR A X O E I I N S P T ILNI ANSCGTEA �L L THRUST--.....BLOCKING i ---- 6"7T.6r."-9D0.�I. BCELNA0S-S -350-W-ATER MAIN H JW T O R A IT R A IN H C N T E ES P R S O S B L WE E Y S I Y E R O T E R H N E Y D A Q L NEUDNI RE BE DEELNLF COARRSE ESTMTWRE ONA I TN. T 90' BEND 6" AGNACTEHOVRALCVEOUPLING B TH LOR CU K S I T N-G - .. --- 'C--- • HOUSE E N G1 1 0L E1 MCAHNU, RACLHM AA VFEA Y E 31-08-25-378-004,000-008 ,i,,;;,--,-11;.,----EXISTING 6" MAIN TO REMAIN IN SERVICE --....t---�INSTALL SPLIT BELL RESTRAINT H0. A 1. R N S E L S E S E V E O N E JOINT B E Y O N D tt--�--5" 0.1. SLEEVE Mw /E GS AE R LI EUSG 1R1E0S0T R A I N T EBXEISRTEINTGIRE6D" MAIN TO .. 6 6O " " N G M R A E E T G T E A I R - V E L A D U L V G M E A RIENSTRAINT // ANCHOR COUPLING /r 6"x6A"NxC6H" O0R.1.COTEUEPLING 6 "MS EEGRGAI -ET ESL U 1GV A1 L0RV0EES 6T R" A I N T N • • . ' 0 SMEERGI-ESLU1G10R0ES6TR" AINT N 0 6EH "NA RC 0NA . SE1 . ES MSC EEL SNA ST .SR ET Q3R 5UA 0CI REEWRDA TWFEIORR RE MTAAWNI NOD WJB OI ET I LHNLT SPROEBLSYETEYRTOAHNI NYDLT E VNAEL-V E POINT OF CONNECTION DETAIL No. 1.2 POINT OF CONNECTION DETAIL No. 1.3 NOT TO SCALE DO NOT SCALE SCALE: 1" = 30' "T_ ;,30 ;.J,,,," �" 1\ . SN7 • INSTALL 6"D.I. CLASS 350 PIPE WITH POLYETHYLENE ENCASEMENT AND 1 \. \ 1 S.N. 3 TRACER WIRE POINT OF CONNECTION No. 3 (STA. 9+82) DRY-TAP NEW 6" MAIN TO EXISTING 6" ----..____JMAIN WITH A 6"D.I. SLEEVE, 6"x6"x6" I 10 00 D.I.M.J. TEE AND (3) THREE 6" GATE + VALVES. SEE DETAIL No. 1.3 THIS SHEET I O , sTATIc PREssuRE: 58 Psi S.N , 1 ALSTOTT MARVA DELIGHT 867 DA LE AVE 31-09-25"375-008.000-006 ' S.N. 1 S.N. 2 S.N. 3 S.N 4 S.N5 S.N. 6 S.N. 7 S.N. 8 S.N. 9 S.N. 10 • S.N. 7 CONG • • • POINT OF CONNECTION No. 2 (10+96) DRY-TAP NEW 6"MAIN TO EXISTING 4" MAIN WITH A 4"D.I. SLEEVE AND A 6"x4"D.I. M J. REDUCER, SEE DETAIL No. 1.2 THIS SHEET STATIC PRESSURE 56 PSI. SPECIAL NOTES EXISTING WATER MAIN TO REMAIN IN PLACE HOUSE ,cCUT, CAP AND ABANDONED EXISTING WATER MAIN ON BOTH LIVE AND ABANDONED SECTIONS OF PIPE EXISTING WATER MAIN SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE AFTER NEW WATER MAIN IS PUT INTO SERVICE AND EXISTING METERS ARE CONNECTED TO THE NEW WATER MAIN INSTALL NEW GATE VALVE ASSEMBLY (SIZE PER MAIN) INSTALL NEW 3-WAY FIRE HYDRANT WITH A 6" GATE VALVE, HYDRANT SUPPLIED BY OWNER, INSTALLATION BY CONTRACTOR CONTRACTOR TO INSTALL NEW METER PITS, LIDS AND SETTERS AND RECONNECT TO EXISTING CUSTOMER SERVICE LINE WITH NEW HOPE. DR-9 CTS SERVICE LINE FROM NEW MAIN. CONNECT SERVICE LINE TRACER WIRE TO WATER MAIN TRACER WIRE. WATER SERVICE LINES SHALL BE CONSTRUCTED AFTER THE NEW WATER MAIN HAS BEEN CONSTRUCTED, FILLED, PRESSURE TESTED AND DISINFECTED. SERVICE LINES INSTALLED BY OPEN CUT ACROSS ROADWAYS UNLESS NOTED OTHERWISE. OWNER TO SUPPLY AND INSTALL METERS TO REINSTATE WATER SERVICE.. CONTRACTOR TO REMOVE EXISTING METER PIT, LID AND SETTER AND CAP OLD SERVICE LINE. BACKFILL VOID WITH SAND, REGRADE, SEED AND STRAW. OWNER TO REMOVE EXISTING METER. EXISTING VALVES TO BE REMOVED 18" BELOW GRADE, FILL VOID WITH SAND. REGRADE AND SEED OR REPAIR ROAD BED AS REQUIRED EXISTING FlRE HYDRANT WITH A 6" GATE VALVE ASSEMBLY TO BE REMOVED 18" BELOW GRADE, FILL VOID WITH SAND, REGRADE, SEED AND STRAW INSTALL WATER MAIN OR SERVICE LINE BY UNCASED BORE UNDER STREET OR DRIVE. LENGTH PER NOTE ALTERNATE No. 1 - DALE AVENUE REPLACEMENT REVlSIONS No, 11300241 STATE OF 1 NDrlll'- 2/19/2025 BID SET c,2025 8M0i2d wWce. s si ct rl ln nExn, dgwi naeye rSs t. r I�nCcl . P.O. llox 195 Loogoolec\. lndiam, 47553 DATE FEB. 2025 DESIGN C.W.R. DRAWN S.L.H. a.c. CHECK E.K P. PROJECT NUMBER 2025002-03 4 4 OF 8 I � LE NUMBER _ 44572 I Do Not Use Plan Previews for Take Off
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