WEST ANNEXATION FOR THE DRAWINGS PREPARED FOR: TOWN COUNCIL

Transcription

1 WET NNEXTION Drawing: J:\Remington\Projects\ Remington W nnex ewer\cd \DWG\heets\ G.dwg Layout: T Plotted: 08:18:45 LastavedBy: ChristinaB JPER COUNTY N. MINE T. N. MINE T. TOWN OF REMINGTON VICINITY MP TTE LOCTION MP INDINPOLI 6219 outh East treet Indianapolis, Indiana Phone: (317) Fax: (317) E. DIVIION T. / HWY 24 PROJECT NO FT PROJECT LOCTION NITRY EWER EXTENION FOR THE 1"=100' DRWING PREPRED FOR: TOWN COUNCIL UN FLICKNER, PREIDENT JIM TEWRT, MEMBER CHRLE ILLINGWORTH, MEMBER PT BERGER, MEMBER BOB BRKM, MEMBER JON CRIPE, TOWN MNGER TERRI BUDDE, CLERK-TREURER JONTHN E. BORGER, P.E. REGITERED ENGINEER TTE OF INDIN NO

2 DRWING INDEX HEET NO. DECRIPTION Pu rc ha se " GENERL 06 TBM NITRY EWER LINE HEET 4-5 es 7 2 GENERL HEET 04 LINE - PLN ND PROFILE 05 LINE - PLN ND PROFILE CONT. 06 LINE B - PLN ND PROFILE MICELLNEOU DETIL MICELLNEOU DETIL co m BENCHMRK DECRIPTION: 1. TBM NO. 9 - CUT BOX IN THE NORTHET CORNER OF CONCRETE GENERTOR PD. EL CONTROL POINT POINT NORTHING ETING ELEVTION DECRIPTION MGNIL V EONL OIL PROTECTION CHRT TBILIZTION PRCTICE y PERMNENT EEDING DORMNT EEDING O nl TEMPORRY EEDING ODDING os es MULCHING Pu rp. B. C. D. E. F. G. JN FEB MR PR MY JUN JUL UG EP OCT NOV DEC B B C E E D F G = KENTUCKY BLUEGR 40 LB/CRE = KENTUCKY BLUEGR 210 LB/CRE = PRING OT 100 LB/CRE (1" PLNTING DEPTH) = WHET OR RYE 150 LB/CRE (1" - 1.5" PLNTING DEPTH) = NNUL RYEGR 40 LB/CRE (1/4" PLNTING DEPTH) = OD = NCHORED TRW/HY (2 TON/CRE) OR WOOD FIBER/CELLULOE (1 TON/CRE) in g 1. IRRIGTION NEEDED DURING MY THROUGH EPTEMBER. 2. IRRIGTION NEEDED FOR 2 TO 3 WEEK FTER PPLYING OD. 3. NCHORED MULCH I REQUIRED FOR PERMNENT, DORMNT ND TEMPORRY EEDING. 4. OPTIMUM EEDING DTE PROVIDED. DTE MY BE EXTENDED OR HORTENED BED ON PROJECT LOCTION. 5. EED MIXTURE PROVIDED FOR LWN ND HIGH MINTENNCE RE. MINTENNCE: 1. INPECT WITHIN 24 HOUR OF ECH RIN EVENT ND T LET ONCE EVERY 7 CLENDR DY. 2. CHECK FOR EROION ND MOVEMENT OF MULCH ND REPIR IMMEDITELY. 3. MONITOR FOR EROION DMGE ND DEQUTE COVER (70% DENITY). 4. REEED, FERTILIZE OR PPLY MULCH WHERE NECERY. ew Vi 2013 IMGERY FROM INDIN TTE MP. LOCTION ND COPE OF WORK PLN FT 1"=250' or PPROVED BY NO. DTE INITIL WET NNEXTION NITRY EWER EXTENION IUE DTE 02 TOTL HEET 18 ORIGINL DRWING 20 CLE VERIFICTION 01 /3 1/ "F Drawing: J:\Remington\Projects\ Remington W nnex ewer\cd \DWG\heets\ G.dwg Layout: LP Plotted: 08:18:54 LastavedBy: ChristinaB is it NITRY EWER LINE B HEET W 8 3 TBM 9 N CREY VENUE LOCTION PLN ND DRWING INDEX to gi ne en sl er FIELD URVEY W PERFORMED IN NOVEMBER COORDINTE (INDIN TTE PLNE, WET ZONE, ND 83) ND ELEVTION (NVD 88) RE BED ON INCOR. 3. UNIT RE U.. URVEY FEET. 4. CONTROL POINT WERE ET UING GP. 5. LEVEL LOOP W PERFORMED ON THE CONTROL POINT ND TBM. er in g. N IOW TREET N MIOURI TREET N NEBRK TREET PRK TREET W HORT TREET 630 W W WILBUR TREET 05 TITLE HEET PLN HEET HORIZONTL ND VERTICL CONTROL INFORMTION W DIVIION TREET/U LOCTION PLN ND DRWING INDEX

3 Drawing: J:\Remington\Projects\ Remington W nnex ewer\cd \DWG\heets\ G.dwg Layout: G Plotted: 08:18:56 LastavedBy: ChristinaB EXITING FETURE LEGEND YMBOL DECRIPTION YMBOL DECRIPTION H BM TBM B 01 MG B PK R R/W BP C E G O T TEL I H W D CO T V V D GM GV G O PV P O GMW GFC GW PH PH WM WV WO W W W Y D BENCH MRK TEMPORRY BENCH MRK OIL BORING LOCTION ECTION CORNER DRILL HOLE IN CONCRETE/HRRION MONUMENT CONTROL POINT (ET/FOUND) MGNETIC NIL (ET/FOUND) BOT PIKE (ET/FOUND) PK NIL (ET/FOUND) RILROD PIKE (ET/FOUND) R/W MRKER - CONCRETE/GRNITE/TONE IRON PIPE/IRON PIN/REBR (WITH DIMETER) BR PLUG LE TV MNHOLE ELECTRIC MNHOLE G MNHOLE OTHER MNHOLE TELEPHONE MNHOLE TELEPHONE VULT TRFFIC MNHOLE TRFFIC HNDHOLE WTER MNHOLE IR RELEE VLVE NITRY EWER MNHOLE DRINGE/TORM EWER MNHOLE NITRY EWER CLENOUT EPTIC TNK VLVE VULT BEEHIVE INLET CURB INLET DROP INLET CTCH BIN DOWNPOUT G METER G VLVE G ERVICE VLVE PETROLEUM VLVE PETROLEUM HUTOFF VLVE G TTION MONITORING WELL G TTION FILL CP NTURL G WELL/TORGE WELL PRINKLER HED PRINKLER CONTROL VLVE WTER METER WTER VLVE WTER ERVICE VLVE WTER WELL WET WELL FIRE HYDRNT PROCE VLVE YRD HYDRNT CITERN ELECTRIC METER UTILITY PEDETL (DEFINED BY UTILITY) UTILITY MRKER (DEFINED BY UTILITY) JOINT POWER/TELEPHONE POLE LIGHT POLE LIGHT ON POWER POLE LIGHT ON JOINT POLE POWER POLE TELEPHONE POLE LMP POT GUY NCHOR GUY POLE OR TUB FLG POLE POT GROUND LIGHT MILBOX DOUBLE/MULTIPLE MILBOX IGN - INGLE POT IGN - DOUBLE POT IGN - RILROD IGNL IGN - RILROD CROING TUMP TREE - CONIFEROU TREE - DECIDUOU *NOTE: THI TBLE I LITING OF TYPICL EXITING YMBOL ND MY NOT INCLUDE LL EXITING YMBOL FOUND WITHIN THI PLN ET. LL PROPOED ITEM WILL BE CLLED OUT ON THEIR PLN HEET. IF QUETION RIE ON THE MENING OF NY YMBOL NOT LITED IN THI TBLE, PLEE CONTCT THE ENGINEER FOR CLRIFICTION. THE YMBOL RE NOT TO CLE. CI EM C XXX XXX R X J L P J P T FP M M M R R R T IR CONDITIONING UNIT UTILITY RIER (DEFINED BY UTILITY) CONTROLLER INET MT RM POLE TRFFIC IGNL TRIN POLE IGNL LOOP DETECTOR BOX IGNL LOOP DETECTOR LOOP BUH ROCK OUTCROP TELLITE CLE VERIFICTION ORIGINL DRWING PPROVED BY IUE DTE YMBOL DECRIPTION EEMENT - CONTRUCTION/PERMNENT LOT BOUNDRY PROPERTY BOUNDRY RIGHT-OF-WY - TEMPORRY/PERMNENT ECTION BOUNDRY WETLND CONTOUR - INTERMEDITE ELEVTION CONTOUR - INDEX ELEVTION OVERHED ELECTRIC OVERHED LE TV OVERHED TELEPHONE UNDERGROUND LE TV UNDERGROUND ELECTRIC UNDERGROUND FIBER OPTIC G MIN DIGETER G PETROLEUM MIN UNDERGROUND TELEPHONE WTER MIN WTER ERVICE FORCEMIN GRVITY EWER PIPE PLNT CHLORINE PIPE TOP OF BNK/TOE OF LOPE CENTERLINE OF DITCH/WLE/TREM FENCE - FIELD FENCE - METL FENCE - WOOD GURDRIL TREM TREE/BRUH LINE TBLE OF BBREVITION BBREVITION DECRIPTION BBREVITION DECRIPTION FF BOVE FINIHED FLOOR IP IRON PIPE IZE LUM LUMINUM IPC INDIN TTE PLNE COORDINTE PP PPRENT LB POUND() PPROX PPROXIMTE(LY) LF LINER FEET PH PHLT LN LNE OC OCITE L LIFT TTION TM MERICN OCIETY OF TETING MTERIL M EX MTCH EXITING VE VENUE MJ MECHNICL JOINT VG VERGE MTL MTERIL BLDG BUILDING MX MXIMUM BLVD BOULEVRD MH MNHOLE BM BENCHMRK MIN MINIMUM CO CLENOUT MIC MICELLNEOU CI CT IRON N NORTHING, NORTH CL CENTER LINE NG NTIONL GEODETIC URVEY CM COLD MIX PHLT NO. NUMBER CMP CORRUGTED METL PIPE OC ON CENTER CMU CONCRETE MONRY UNIT OD OUTIDE DIMETER CONC CONCRETE PC POINT OF CURVE (BEGIN CURVE) CONT CONTINUOU POLY POLYETHYLENE CNR CORNER PI POINT OF INTERECTION CONTROL POINT POT POINT ON TNGENT P CORRUGTED PLTIC PIPE PT POINT OF TNGENT (END CURVE) CR TN CRUHED TONE PI POUND PER QURE INCH CYD CUBIC YRD PT POINT D DEPTH PVC POLYVINYL CHLORIDE DI DUCTILE IRON R RDIU DI MJ DUCTILE IRON MECHNICL JOINT ROW RIGHT-OF-WY DBL DOUBLE R REINFORCED CONCRETE PIPE DI DIMETER RD ROD DIP DUCTILE IRON PIPE OUTH DIP DUCTILE IRON PIPE IZE R TTE ROUTE DR DRIVE T TINLE TEEL E ETING, ET V ERVICE VLVE EMBLY EF ECH FCE B OIL BORING EW ECH WY CHED CHEDULE E ECH DR TNDRD DIMENION RTIO EJ ET JORDN IRON WORK ECT ECTION EL ELEVTION F QURE FEET EX EXITING HT HEET EXP EXPNION PEC PECIFICTION() FFE FINIH FLOOR ELEVTION Q QURE FM FORCE MIN RF TTE REVOLVING FUND FND FOUND T TREET FT FEET T TTION FTG FOOTING YD QURE YRD GLV GLVNIZED TBM TEMPORRY BENCHMRK GP GLOBL POITIONING YTEM TC TOP OF CTING HM HOT MIX PHLT TYP TYPICL HDPE HIGH DENITY POLYETHYLENE UG U GEOLOGICL URVEY HORIZ HORIZONTL VERT VERTICL ID INIDE DIMETER VLV VLVE IE INVERT ELEVTION W WIDTH, WET INC INCORPORTED WE WTER URFCE ELEVTION INDOT INDIN DEPRTMENT OF TRNPORTTION YR YER INTR INV INTRUMENT INVERT *NOTE: THI TBLE I LITING OF TYPICL BBREVITION ND MY NOT INCLUDE LL BBREVITION FOUND WITHIN THI PLN ET. IF QUETION RIE ON THE MENING OF N BBREVITION NOT LITED IN THI TBLE, PLEE CONTCT THE ENGINEER FOR CLRIFICTION. WTER ND EWER TOWN OF REMINGTON TTN: MRK JONE UTILITY CONTCT GENERL 1. NOTIFY THE ENGINEER IF NY CONFLICTING INFORMTION BECOME PPRENT IN THE CONTRCT DOCUMENT OON POIBLE ND PRIOR TO THE COMMENCEMENT OF NY WORK IN THE VICINITY OF OR RELTIVE TO THE PPRENT CONFLICT O THT CLRIFICTION MY OCCUR PRIOR TO CONTRUCTION. 2. NY LTERTION TO THEE DRWING NOT UTHORIZED BY WELER ENGINEERING ND NOT IN CCORDNCE WITH THE DRWING, PECIFICTION ND RECORD ON FILE T WELER ENGINEERING HLL RELIEVE WELER ENGINEERING OF NY REPONIBILITY FOR THE CCURCY OF THE DRWING. 3. UE CUTION DURING THE EXECUTION OF WORK TO PREVENT DMGE TO TTE, COUNTY, MUNICIPL, ND PRIVTE PROPERTY. REPIR LL DMGE REULT OF OPERTION, INCLUDING DMGE TO DRINGE TRUCTURE, FIELD TILE, PUBLIC/PRIVTE ROD, ND LNDCPING (INCLUDING FENCING). REPIR ND REPLCE DMGED ITEM T NO DDITIONL COT TO THE OWNER. PERFORM LL REPIR ND REPLCEMENT WORK TO THE TIFCTION OF THE PERMITTING GENCY, THE OWNER ND THE ENGINEER. 4. TKE CRE TO VOID DMGE TO PVED RE WHICH RE NOT PECIFICLLY CLLED OUT FOR REPIR OR REPLCEMENT. REPIR, OR REPLCE LL UCH PVEMENT WHICH RE DMGED BY CONTRUCTION CTIVITIE ND CONTRUCTION TRFFIC T NO DDITIONL COT TO THE OWNER. 5. OBTIN LL TEMPORRY EEMENT REQUIRED FOR THE CONTRUCTION OF THE PROJECT T NO DDITIONL COT TO THE OWNER. 6. COMPLY WITH LL PPLILE PERMIT ND REGULTION. PPLILE PERMIT IUED TO THE OWNER WILL BE MDE VILBLE TO THE CONTRCTOR. CONTCT LL PPLILE PERMITTING GENCIE WITHIN THE TIME PERIOD PECIFIED BY THT GENCY PRIOR TO BEGINNING CONTRUCTION. 7. LL PRIVTE WELL LOCTION HOWN ON THE DRWING RE PPROXIMTE. FIELD VERIFY ND DETERMINE EXCT LOCTION OF LL PRIVTE WELL IN THE PROJECT RE. 8. LL EXITING ND NEW UTILITY INFORMTION, INCLUDING BUT NOT LIMITED TO LOCTION, IZE ND INVERT ELEVTION, I HOWN BED UPON VILBLE INFORMTION. THE ENGINEER DOE NOT GURNTEE OR UME UCH INFORMTION TO BE TRUE, CCURTE, LL INCLUIVE OR EVEN PPROXIMTE. CONTCT THE INDIN UNDERGROUND PLNT PROTECTION ERVICE (IUPP) T LET FORTY-EIGHT (48) HOUR IN DVNCE OF NY CONTRUCTION CTIVITY. CONTCT NON-MEMBER UTILITIE DIRECTLY. 9. DETERMINE WHICH UTILITIE MY CONFLICT WITH WORK ND VERIFY THEIR LOCTION, IZE ND ELEVTION PRIOR TO CONTRUCTION ND DETERMINE IF THERE RE NY DICREPNCIE OR CONFLICT. IF NY DICREPNCIE OR CONFLICT RE DICOVERED, NOTIFY THE ENGINEER OON POIBLE. 10. EXITING UTILITY ERVICE LINE TO INDIVIDUL CUTOMER MY NOT BE HOWN ON THE DRWING. UME THT UNDERGROUND ERVICE LINE FOR LL UTILITIE EXIT TO ECH PROPERTY LONG THE ROUTE OF THE PLNNED IMPROVEMENT. 11. COORDINTE LL WORK WITH THE REPECTIVE UTILITIE. CHEDULE WORK CCORDINGLY, ND NOTIFY LL UTILITIE MINIMUM OF TWO (2) WEEK IN DVNCE OF NY CONTRUCTION CTIVITY. 12. COORDINTE PLNNED UTILITY ERVICE INTERRUPTION WITH THE REPECTIVE UTILITIE ND THE UTILITIE' FFECTED CUTOMER. ERVICE INTERRUPTION HOULD NOT LT MORE THN FOUR (4) HOUR. GIVE WRITTEN NOTICE TO LL FFECTED UTILITY CUTOMER ND PROPERTY OWNER T LET TWENTY-FOUR (24) HOUR BUT NOT MORE THN EVENTY-TWO (72) HOUR PRIOR TO NY PLNNED INTERRUPTION OF UTILITY ERVICE. 13. UE CUTION DURING THE EXECUTION OF WORK TO PREVENT DMGE TO EXITING UTILITIE. REPIR OR REPLCE LL PUBLIC ND PRIVTE FCILITIE DMGED REULT OF CONTRUCTION OPERTION. 14. BRCE ND PROTECT LL UTILITY POLE ND EXITING TRUCTURE DJCENT TO NEW EXCVTION. UTILITY POLE BRCING HLL BE DIRECTED BY THE GOVERNING UTILITY. 15. MINTIN EXITING TORMWTER DRINGE FOR THE ENTIRE DURTION OF THE PROJECT. 16. DO NOT DITURB EXITING MNHOLE OR INLET, UNLE NOTED OTHERWIE. 17. LL EQUIPMENT, PPURTENNCE ND PIPING REMOVED PRT OF THE DEMOLITION HLL FIRT BE OFFERED TO THE OWNER FOR LVGE. DELIVER LVGED ITEM ELECTED BY OWNER TO LOCTION DEIGNTED BY THE OWNER OR ENGINEER. IN THE EVENT THE OWNER DOE NOT ELECT TO KEEP THE REMOVED ITEM, REMOVE UCH ITEM FROM THE ITE ND DIPOE OF T LOCTION PPROVED FOR UCH DIPOL T THE CONTRCTOR' EXPENE. 18. COORDINTE TGING RE LOCTION WITH THE OWNER. 19. LL CONTRUCTION TRFFIC HLL UE MJOR ROD. NO CONTRUCTION TRFFIC HLL UE LOCL TREET FOR INDIRECT CCE. 20. TO CONTROL DUT, REMOVE OIL FROM TREET UED BY CONTRUCTION TRFFIC DILY, VCUUM ND WTER NECERY ND/OR DIRECTED BY THE OWNER. 21. PLCE NEW PHLT PVEMENT FLUH WITH D RMP. 22. LENGTH OF EWER HOWN ON THE DRWING ND INDICTED LINER FEET (LF) RE FROM CENTER TO CENTER OF TRUCTURE. 23. NORTHING ND ETING INFORMTION I GIVEN T CENTER OF TRUCTURE UNLE OTHERWIE NOTED. 24. PLCE NO. 8 CRUHED GGREGTE BETWEEN PIPE T LL PIPE CROING TO PREVENT PIPE ETTLEMENT UNLE HOWN OTHERWIE. 25. VERIFY EXITING EWER INVERT ND LOCTION PRIOR TO CONTRUCTION ND DETERMINE IF THERE RE NY DICREPNCIE OR CONFLICT. 26. DJUT EWER LTERL NECERY TO VOID CONFLICT. LTERL THT REQUIRE FIELD DJUTMENT HLL BE LID T THE MINIMUM LOPE PECIFIED IN THE DRWING ND PECIFICTION. 27. UNLE INDICTED ON THE DRWING, INTLL EWER ERVICE WYE T LOCTION HOWN, ND TUB PPROXIMTELY 3 FEET OF 6" ERVICE LTERL FROM WYE, CP, ND MRK LOCTION INDICTED IN THE DETIL. FOR EWER ERVICE LTERL INTLLED FOR CONNECTION, INDICTED ON THE DRWING, INTLL LTERL TO THE PROPERTY LINE, CP, ND MRK INDICTED IN THE DETIL. 28. LL NITRY EWER PIPE, INCLUDING GRVITY EWER, LTERL WYE ND ERVICE LTERL PIPE LOCTED WITHIN 50 FEET OF PRIVTE WELL HLL BE DR 21 PVC WTER GRDE PREURE PIPE UNLE PECIFICLLY INDICTED OTHERWIE. LL NITRY EWER PIPE, INCLUDING GRVITY EWER, LTERL WYE ND ERVICE LTERL PIPE NOT LOCTED WITHIN 50 FEET OF PRIVTE WELL HLL BE DR 35 PVC EWER GRDE PIPE, UNLE PECIFICLLY INDICTED OTHERWIE. 29. INTLL TRCER WIRE ON LL EWER MIN ND ERVICE DECRIBED IN PECIFICTION ECTION 02. WET NNEXTION NITRY EWER EXTENION NO. DTE INITIL 03 LE INDIN FIBER WORK LEVEL 3 COMMUNICTION G NIPCO TELEPHONE EMBRQ TTN: TROY BIHOP ELECTRIC NIPCO GENERL HEET TOTL HEET

4 0+00 EX 4" PVC EX 4" PVC Drawing: J:\Remington\Projects\ Remington W nnex ewer\cd \DWG\heets\ PP.dwg Layout: 04 Plotted: 08:19:28 LastavedBy: ChristinaB LINE B - EE HT 06 REMOVE EXITING 8" EWER TO OUTH ND REPLCE WITH NEW. UE FLEXIBLE RUBBER BOOT T CONNECTION WITH TRUCTURE. LENGTH OF EX EWER TO BE REMOVED I NOT KNOWN. GOODWIN, DOROTHY 6359 W U HWY 24 EX 6" WTER MIN (EE NOTE) 1201 TC.72 8" PVC IE (W) " PVC 8" PVC IE (E) " PVC 6" PVC IE () " PVC 8" PVC IE (N) " PVC IE () TR 1 N: E: FOR TRUCTURE HOWN WITH FRME ND COVER BELOW GRDE, INTLL BOLT DOWN GKETED COVER. 2. COORDINTE LOCTION OF ERVICE LTERL WITH OWNER. 3. EXITING WTER MIN LOCTION HOWN BED ON PREVIOULY PREPRED UTILITY MPPING - IT W NOT LOCTED DURING FIELD URVEY. TR 1201 T 0+00 TC.72 (±10.4 DEEP) 39 LF 0.41% 8" PVC TR 1 T 0+39 TC.78 IE IN (W) IE IN (E) IE OUT (N) (±10.3' DEEP) CHILLI LEING INC (CONC) 20' PERMNENT EEMENT REMOVE CHILLI LEING BUILDING ERVICE LTERL (EX 6" TO OUTH) NECERY FOR INTLLTION OF NEW NITRY EWER. RECONNECT EX ERVICE TO NEW NITRY EWER. LOCTION HOWN I PPROXIMTE. DEPTH I NOT KNOWN. GROUT HUT PIPE PENETRTION IN EX TR (GR) CHILLI LEING INC 6365 W U HWY 24 (GR) 6" ERVICE LTERL EXTENDED TO PROPERTY LINE 458 LF 0.41% 8" PVC BOYD, CHRLE R 6409 W U HWY 24 20' PERMNENT EEMENT 1277 TC.47 4" PVC IE (N) " PVC IE () 732. (FIELD) 6" ERVICE LTERL TUB (TYP) HGEMN, TEVE ND NDR LLC U HWY 24 TR 2 N: E: TR G PROPNE LP ND INERGY PROPNE LLC TX DEPRTMENT 6459 W U HWY 24 6" ERVICE LTERL TUB (TYP) (GR) BENYON, LELIE 6489 W U HWY 24 (FIELD) (GR) 6" ERVICE LTERL TUB (TYP) 6" ERVICE LTERL TUB (TYP) CRPENTER CREEK OCITE LLC CLE VERIFICTION ORIGINL DRWING PPROVED BY IUE DTE 7.00' 13.00' PROFILE - LINE VERT CLE: 1" = 5' PLN - LINE EXITING GRDE TR 2 T 4+97 TC.53 IE IN (W) IE OUT (E) (±6.1' DEEP) 303 LF 0.40% 8" PVC 6501 W U HWY 24 NTON, DVID J N WET NNEXTION NITRY EWER EXTENION NO. DTE INITIL 04 LINE - PLN ND PROFILE FT MTCHLINE T EE W U H 1"=30' TOTL HEET

5 Drawing: J:\Remington\Projects\ Remington W nnex ewer\cd \DWG\heets\ PP.dwg Layout: 05 Plotted: 08:19:31 LastavedBy: ChristinaB CLE VERIFICTION ORIGINL DRWING PPROVED BY D) IUE DTE 737 (GR) CRPENTER CREEK OCITE LLC 6501 W U HWY 24 20' PERMNENT EEMENT (FIELD) " ERVICE LTERL TUB (TYP) 6" ERVICE LTERL TUB (TYP) MTCHLINE T EE HEET NO 04 NTON, DVID J ND MRGRET E 6521 W U HWY FOR TRUCTURE HOWN WITH FRME ND COVER BELOW GRDE, INTLL BOLT DOWN GKETED COVER. 2. COORDINTE LOCTION OF ERVICE LTERL WITH OWNER. 3. EXITING WTER MIN LOCTION HOWN BED ON PREVIOULY PREPRED UTILITY MPPING - IT W NOT LOCTED DURING FIELD URVEY. 154 LF 0.40% 8" PVC 7.00' 13.00' TUB 6" ERVICE FROM MH PPROXIMTELY 3', CP ND MRK. NY, DNIEL E ND PTRICI 6537 W U HWY 24 PLN - LINE TR 3 T 9+54 TC.48 IE IN (N).77 IE IN (W).77 IE OUT (E).47 (±4.0' DEEP) (GR) TR 3 N: E: TUB 8" EWER PPROXIMTELY 3' ND CP WILLIM, DOUGL L 6551 W U HWY PROFILE - LINE VERT CLE: 1" = 5' WET NNEXTION NITRY EWER EXTENION NO. DTE INITIL FT 1"=30' LINE - PLN ND PROFILE CONT. TOTL HEET

6 Drawing: J:\Remington\Projects\ Remington W nnex ewer\cd \DWG\heets\ PP.dwg Layout: 06 Plotted: 08:19:36 LastavedBy: ChristinaB LINE - EE HT TR 1 N: E: TR B1 N: E: TC.72 8" PVC IE (W) " PVC 8" PVC IE (E) " PVC 6" PVC IE () " PVC 8" PVC IE (N) " PVC IE () GOODWIN, DOROTHY 6359 W U HWY FOR TRUCTURE HOWN WITH FRME ND COVER BELOW GRDE, INTLL BOLT DOWN GKETED COVER. 2. COORDINTE LOCTION OF ERVICE LTERL WITH OWNER. 3. EXITING WTER MIN LOCTION HOWN BED ON PREVIOULY PREPRED UTILITY MPPING - IT W NOT LOCTED DURING FIELD URVEY. TR 1 T 0+00 TC.78 IE IN (W) IE IN (E) IE OUT (N) LF 0.42% 8" PVC (±10.3' DEEP) TR B1 T 0+33 TC.05 IE IN (E) IE OUT (NW) (±9.3' DEEP) JUTICE, EN ND TMMY 6347 W U HWY 24 EX 6" WTER 6" ERVICE LTERL TUB HGEMN, TEVE ND NDR U HWY LF 0.40% 8" PVC 20' PERMNENT EEMENT EXITING GRDE IBELL, PHILLIP GLE ND DINE MRIE 6" ERVICE LTERL TUB 6305 W U HWY 24 HMMER, MTTHEW T TR B2 N: E: TR B2 T 4+20 TC IE IN (E) IE OUT (W) (±5.0' DEEP) TR B3 N: E: " ERVICE LTERL TUB 6265 W U HWY 24 EX 6" WTER RENELER UTO PRT, INC NP REMINGTON 6221 W U HWY " ERVICE LTERL TUB RENELER UTO PRT, INC NP REMINGTON 6221 W U HWY 24 20' PERMNENT EEMENT TUB ND CP 6" ERVICE LTERL FROM TRUCTURE CLE VERIFICTION ORIGINL DRWING PPROVED BY IUE DTE PLN - LINE B 68 LF 0.41% 8" PVC PROFILE - LINE B VERT CLE: 1" = 5' TR B3 T 4+88 TC IE IN (E) IE OUT (NW) (±4.2' DEEP) 369 LF 0.40% 8" PVC WET NNEXTION NITRY EWER EXTENION NO. DTE INITIL ' 7.00' LINE B - PLN ND PROFILE TR B4 N: E: TR B4 T 8+58 TC FT IE IN (NE).42 IE OUT (W).32 (±3.6'DEEP) EX TOTL HEET 1"=30'

7 Drawing: J:\Remington\Projects\ Remington W nnex ewer\cd \DWG\heets\ M.dwg Layout: 1 Plotted: 08:19:57 LastavedBy: ChristinaB PRECT CONCRETE DJUTING RING BUTYL RUBBER BE EXTERIOR BCKPLTER MTERIL. 1 4" MINIMUM THICKNE FROM 2" BELOW BOTTOM DJUTING RING TO COVERING THE BE OF CTING. 3" FINIHED GRDE 12" MX 2'-8" PRECT CONCRETE ECTION() REQ'D 6" 6" 24" ID PRECT CONCRETE DJUTING RING OR FLNGE OF CTING NOMINL 1 2" BUTYL RUBBER BE EXTRUDBLE PREFORMED GKET MTERIL IN KEYWY ND/OR BETWEEN ECTION PER MNUFCTURER RECOMMENDTION, EE PEC. GKET NO. 8 GGREGTE PLN VIEW 21" MX 24"Ø 4" MH TEP 10"Wx9"L 12" TYP 34" OR 36" OD 4'-0" ID "Ø FRME ND COVER, PECIFIED PRECT CONCRETE DJUTING RING 4" MINIMUM - 12" MXIMUM, EE DETIL ECCENTRIC CONE ECTION BUTYL RUBBER 6" BOVE ND 6" BELOW ECH OUTIDE JOINT, 1 4" MINIMUM WITH 80 GUGE TRETCH WRP PRECT CONCRETE BRREL ECTION O-RING GKET BETWEEN LL RIER ND CONE ECTION, PLU 1 2" EXTRUDBLE GKET (2 ROW) 5" MINIMUM MINIMUM 1 2" PER FOOT LOPE FLEXIBLE RUBBER BOOT FOR LL PIPE ND LTERL REINFORCING TEEL PER TM C478 12" MINIMUM MONOLITHIC BE ND BRREL (ONE UNIT) TNDRD NITRY EWER MNHOLE 4" - 12" PLCE 1 2" BUTYL RUBBER BE EXTRUDBLE PREFORMED GKET MTERIL PER MNUFCTURER' RECOMMENDTION "Ø 1" 5 8 " ECTION - 1. PRECT CONCRETE DJUTING RING HLL HVE KEYWY/CHNNEL CONTRUCTION. "MOOTH" DJUTING RING HLL NOT BE PERMITTED. CLE VERIFICTION ORIGINL DRWING VRIE VRIE 6" PIPE (2) 45 ELBOW, POITION REQ'D FOR MOOTH TRNITION FROM WYE TO HORIZONTL RUN 1. NITRY EWER BENCH LOPE = 1 2" PER FOOT TNDRD MNHOLE BENCHE PLN VIEW CONTRCTOR TO MRK END OF ECH LTERL WITH 5/8" TEEL ROD PLCED VERTICLLY, ROD HLL BE DRIVEN FLUH WITH EXITING GROUND, CCURCY OF THE MEUREMENT IN LOCTING LTERL HLL BE THE REPONIBILITY OF THE CONTRCTOR CP WITH WTERTIGHT PLUG IF HOUE CONNECTION I NOT EXTENDED FOR IMMEDITE UE FIRMLY UPPORT LL PIPE ND FITTING ERVICE LTERL CONNECTION UE TEEL MRKER ND INERT PLUG IF LTERL I NOT EXTENDED BEYOND THI POINT MIN EWER FLOW TNDRD WYE FITTING, IZE EQUL MIN EWER x 6", ROTTION OF BRNCH HLL BE BETWEEN 30 ND 60 FROM HORIZONTL "ELF-ELING" PPLICTION 7" OR 9" 1" NITRY OR TORM EWER MIN 1 3 4" CENTER OF EWER MIN LYING LENGTH MINIMUM CROOVER ND EPRTION REQUIREMENT FOR EWER ND WTER MIN N I TRY PLN " TNDRD NITRY EWER MNHOLE FRME ND COVER 6" 21" 26" EWER 34" OR 36" DEPENDENT UPON OD OF RING ECTION IN UE ECTION - 18" MINIMUM WTER MIN NITRY OR TORM EWER MIN WTER MIN CENTER OF EWER MIN LYING LENGTH 1. WTER MIN ND EWER MINIMUM EPRTION: 18" VERTICL EPRTION 10'-0" HORIZONTL EPRTION. 2. WHERE WTER MIN ND EWER EPRTION I LE THN 18" VERTICL OR 10' HORIZONTL, THE EWER MUT BE DUCTILE IRON, DR-21 PVC, OR CONCRETE ENCED. CONCELED PICKHOLE NEENH 1020G COVER WITH NEENH 1022Z1 FRME WITH ELF-ELING PPLICTION OR EQUL MCHINED BERING URFCE URFCE RETORTION FINL BCKFILL EXCVTED MTERIL OUTIDE PVEMENT LODING ZONE, CL I OR CL II MTERIL INIDE PVEMENT LODING ZONE PPROVED BY IUE DTE NO. DTE INITIL 1/2 OD 4" MINIMUM BELOW THE BRREL, BELL HOLE EXCVTED NEW REPIR PIPE ECTION, IZE ND MTERIL PECIFIED ELEWHERE EXITING FIELD TILE, IZE ND MTERIL VRIE LOWER PIPE FIELD TILE REPIR < 6" MINIMUM WIDTH = 1.5(OD) + 12" OD FLEXIBLE TRNITION COUPLING TTCHED WITH TINLE TEEL BND UPPER PIPE 4000 PI CONCRETE CRDLE REQUIRED FOR PCING < 6" 1. IF THE EXITING PIPE I DMGED OR IN POOR CONDITION, DETERMINED BY THE OWNER OR ENGINEER, THE CONTRCTOR HLL REPIR THE PIPE PRIOR TO CONCRETE CRDLE PLCEMENT. CONCRETE CRDLE 12" MINIMUM UNDITURBED ERTH EX GRDE BEDDING, HUNCHING, ND INITIL BCKFILL CL I MTERIL FLEXIBLE (HDPE, PP, PVC) PIPE TRENCH WET NNEXTION NITRY EWER EXTENION MICELLNEOU DETIL TOTL HEET