STANDARD CONSTRUCTION DETAILS WATER REVISED - OCTOBER 2021 DEPARTMENT OF ENGINEERING

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1 STNDRD CONSTRUCTION DETILS REVISED - OCTOBER 2021 DEPRTMENT OF ENGINEERING

2 GENERL NOTES TYPICL LOCTION UTILITIES TYPICL LOCTION UTILITIES TYPICL LOCTION OF MIN T HIGHWY MIN BCKFILL EMBEDMENT DETILS HORIZONTL THRUST BLOCK T PIPE BEND VERTICL THRUST BLOCK T PIPE BEND HORIZONTL THRUST BLOCK T TEES & PLUGS CREEK CROSSING VLVE SETTING & BOX VLVE BOX WITH EXTENSION VLVE EXTENSION IR & VCUM-IR RELESE VLVE INSTLLTION BUTTERFLY VLVE 2" BLOW OFF WITH METER BOX BLOW OFF VLVE FIRE HYDRNT INSTLLTION FIRE HYDRNT GURD POST FIRE HYDRNT REFLECTOR INSTLLTION SERVICE CONNECTION WITH METER BOX RESIDENTIL METER CN DETILS COMMERCIL METER CN DETILS METER LID DETILS REINFORCED CONCRETE CYLINDER PIPE DETILS METER VULT METER VULT NOTES DOUBLE CHECK VLVE DOUBLE CHECK VULT TOWNHOME FIRE SERVICE CSING DETIL SD-W01 SD-W02 SD-W03 SD-W04 SD-W05 SD-W06 SD-W07 SD-W08 SD-W09 SD-W10 SD-W11 SD-W12 SD-W13 SD-W14 SD-W15 SD-W16 SD-W17 SD-W18 SD-W19 SD-W20 SD-W21 SD-W22 SD-W23 SD-W24 SD-W25 SD-W26 SD-W27 SD-W28 SD-W29 SD-W30 SD-W31

3 GENERL NOTES POLYVINYL CHLORIDE (P.V.C.) PIPE 1. UNPLSTICIZED POLYVINYL CHLORIDE (P.V.C.) PIPE SHLL MEET OR EXCEED REQUIREMENTS OF WW C900. P.V.C. PIPE WITH CST IRON OUTSIDE DIMENSIONS, PIPE SHLL BE LISTED BY UNDERWRITERS LBORTORIES ND SHLL BE PPROVED FOR USE IN CITIES ND TOWNS OF THE STTE OF TEXS BY THE STTE BORD INSURNCE. 2. P.V.C. PIPE SHLL BE FURNISED WITH LOCKED-IN OR DUL-DUROMETER RUBBER RING T ECH JOINT ND N INTEGRL THICKENED BELL S PRT OF ECH JOINT. THE PIPE CLSS SHLL BE MINIMUM CLSS DR 14 FOR 6" PIPE ND CLSS 150 DR 18 FOR 8" ND LRGER PIPE. LYING LENGTHS SHLL BE ±20 FEET. PIPE ND FITTINGS MUST BE SSEMBLED WITH NON TOXIC LUBRICNT. 3. LL FIRE MINS SHLL BE CLSS DR FITTINGS FOR P.V.C. PIPE SHLL BE GRY IRON OR DUCTILE IRON OF MECHNICL JOINT TYPE ND SHLL BE CLSS 250 IN CCORDNCE WITH WW C (NSI 21 10). 5. UNLESS OTHERWISE SPECIFIED ON PLNS OR SHOWN IN PROFILES, P.V.C. PIPE SHLL BE INSTLLED TO CLER LL UTILITY LINES. 6. DOUBLE STRPPED BRONZE SDDLES SHLL BE USED FOR MKING 2" OR SMLLER TPS. SPECIFICTIONS FOR PIPE 1. LL LINES SHLL BE S SPECIFIED IN THE STNDRD SPECIFICTIONS ND SPECIL PROVISIONS. 2. LL CST IRON FITTINGS SHLL BE MECHNICL JOINT FOR D.I. PIPE. OR MECHNICL JOINT FOR P.V.C. PIPE. 3. LL MINS SHLL HVE THE FOLLOWING MINIMUM COVER OR SUFFICIENT COVER TO CLER OTHER UTILITIES. 6" ND SMLLER = 42" 8" = 48" 10" ND 12" = 54" TO 60" 4. REMOVE LL BLEEDER LINES UPON COMPLETION OT TESTING. 5. LL MINS SHLL BE PURGED BY THE "POLY PIG" METHOD. 6. LL DUCTILE IRON OR CST IRON PIPE ND OR FITTINGS SHLL BE POLLY-WRPPED. 7. WHERE CONFLICTS OCCUR WRP LINE ROUND INLETS TO OBTIN 1' MIN. CLERNCE. 8. LINES SHLL BE TESTED BOTH BCTERIOLOGICLLY ND HYDROSTTICLLY. TO CHRGE ND BLEED THE LINES SHLL BE METERED BY THE CONTRCTOR T HIS EXPENSE, SO S TO CCURTELY DOCUMENT USED. GENERL NOTES DEC REV SD-W01

4 ROW ROW 3' LIGHT STND 7' 3' PIPES RE SHOWN FOR SCHEMTIC PURPOSES ND MY BE LOCTED ON EITHER SIDE OF THE THOROUGHFRE. 7' LINE STORM SEWER SNITRY SEWER TYPICL LOCTION UTILITIES STRIGHT CROWN STREETS ROW ROW 3' 7' STORM SEWER 7' LINE SNITRY SEWER TYPICL LOCTION UTILITIES PRBOLIC CROWN STREETS TYPICL LOCTION UTILITIES REV SD-W02

5 ROW ROW 2' 50' 1' 4' SIDEWLK 4'-6" 31' 4'-6" 4' SIDEWLK 1' 3' MIN. 2' MIN TELEPHONE CBLE T.V. CBLE ELECTRIC CBLE 3' GS LINE 2'-6" MIN 7' LINE NORTH OR WEST SIDE STORM SEWER SOUTH OR EST SIDE 7' PRBOLIC CROWN STREET WITH NO LLEYS SNITRY SEWER SOUTH OR EST SIDE NOTE : T.V CBLE ELECTRIC CBLE TELEPHONE CBLE SOUTH OR WEST SIDE NOTE : GS LINE NORTH OR EST SIDE ROW ROW 16' 2' 12' 2' 3' MIN. 2' MIN TELEPHONE CBLE 2'-6" T. V. CBLE GS LINE ELECTRIC CBLE LLEY (TYPICL) TYPICL LOCTION UTILITIES MY 1993 REV SD-W03

6 HIGHWY PLUG ND BNDON IF EXISTING PVEMENT ROW MIN 5' MIN. 10' ESEMENT 5' MIN. PVEMENT STEEL CSING PVEMENT ROW MIN MIN STREET STREET LTERNTIVE PVEMENT TYPICL LOCTION OF MIN T HIGHWY TYPICL LOCTION OF MIN T HIGHWY REV SD-W04

7 TRNECH WIDTH 16" + O.D. MIN. 24" + O.D. MX. TRNECH WIDTH 16" + O.D. MIN. 24" + O.D. MX. NTIVE MTERIL O. D. SELECT MTERIL 6" MIN. SELECT MTERIL 6" MIN. MIN BCKFILL 3" MIN. 1/8 O.D. 6" MIN IN ROCK CRUSHED STONE (GRDE 4) 1/6"O.D. CRUSHED STONE (GRDE 4) 3/4"O.D. 3" MIN. CLSS "C" EMBEDMENT CLSS "B-1" EMBEDMENT REV SD-W05 TYPICL BCKFILL MIN DUCTILE IRON OR RCCP CRUSHED STONE SHLL BE 3/4", PSSING # 4 SIEVE TYPICL BCKFILL MIN P.V.C. PIPE

8 W W SELECT OR GRNULR MTERIL O. D. 12" MIN. INITIL BCKFILL OF CREFULLY COMPCTED GRNULR MTERIL O. D. 6" MIN. CLSS "B" CONCRETE 1/4 O.D. 1/4 O.D. 3" MIN., 6" MIN. IN ROCK CRUSHED STONE 1/6 O.D. 1/8 O.D. 3" MIN., 6" MIN. IN ROCK REV SD-W06 EMBEDMENT DETILS W = 16" + O.D. MIN. 24" + O.D. MX. INSIDE OUTSIDE TRENCH DIMETER DIMETER WIDTH OF PIPE OF PIPE IN IN. CONCRETE CRDLE CLSS "" EMBEDMENT TBLE OF QUNTITIES OF MTERIL IN CUBIC YRDS PER 100 LINER FEET TRENCH WIDTH IN FEET REINFORCED CONCRETE CYLINDER PIPE CONCRETE CRUSHED STONE CLSS"" CLSS"G" CLSS"C" EMBED. EMBED. EMBED. 14" 17.25" 34" " 19.38" 36" " 21.78" 38" " 23.78" 40" " 27.75" 44" NOTE : LL COMPCTION SHLL BE IN CCORDNCE WITH STNDRD SPECIFICTIONS ND / OR SPECIL PRVISIONS. BRICK OR CONCRETE BLOCK SUPPORT 6" MIN. ROUND PIPE ND BELL CLSS "B" CONCRETE NOTE : CONCRETE ENCSEMENT SHLL BEGIN ND END 6 INCHES FROM THE END OF JOINT CLSS "C" EMBEDMENT W O. D. CLSS "G" EMBEDMENT 6" MIN. ROUND PIPE ND BELL 6" MIN. BRICK OR CONCRETE BLOCK SUPPORT 1/4 O.D. 4" MIN., 6" MIN. IN ROCK

9 SECTION PLN VIEW NOTE : 1. REFER TO NCTCOG TBLE FOR PIPE DIMETER OVER 36". 2. CONCRETE MINIMUM STRENGTH 3000 PSI LBS BG OF QUIKRETE = 0.02 CY. I.D. (IN.) G THRUST (TONS) Δ = ERTH B ROCK B I.D. (IN.) G THRUST (TONS) Δ = ERTH B ROCK B 4,6, ,6, , , , , I.D. (IN.) G THRUST (TONS) Δ = 30 ERTH B ROCK B I.D. (IN.) G THRUST (TONS) Δ = 45 ERTH B ROCK B 4,6, ,6, , , , , I.D. (IN.) G THRUST (TONS) Δ = ERTH B ROCK B I.D. (IN.) G THRUST (TONS) Δ = 90 ERTH B ROCK B 4,6, ,6, , , , , HORIZONTL THRUST BLOCK T PIPE BEND REV OCT SD-W07

10 B ELEVTION "B-B" B SECTION "-" Δ I.D. (IN.) THRUST (TONS) THRUST (TONS) 30 THRUST (TONS) 45 THRUST (TONS) THRUST (TONS) 90 THRUST (TONS) 4,6,8 10,12 16, NOTE : 1. REFER TO NCTCOG TBLE FOR PIPE DIMETER OVER 36". 2. CONCRETE MINIMUM STRENGTH 3000 PSI LBS BG OF QUIKRETE = 0.02 CY. VERTICL THRUST BLOCK T PIPE BEND OCT 2015 REV SD-W08

11 PLN OF TEE THRUST BLOCK PLN OF PLUG THRUST BLOCK I.D. (IN.) 4,6,8 10,12 16, C THRUST (TONS) ERTH ROCK NOTE : 1. REFER TO NCTCOG TBLE FOR PIPE DIMETER OVER 36". 2. CONCRETE MINIMUM STRENGTH 3000 PSI LBS BG OF QUIKRETE = 0.02 CY. HORIZONTL THRUST BLOCK T TEES ND PLUGS REV OCT SD-W09

12 2000 PSI CONCRETE QUNTITIES T ECH LOCTION S DESIGNTED ON THE PLNS CL CREEK 42" MIN. COVER USE 22.5 BENDS USE 22.5 BENDS 2000 PSI CONCRETE HLF -SECTION TYPICL CREEK CROSSING CREEK CROSSING REV SD-W10

13 COVER 4 - # 3 BRS FINISH GRDE MIN O.D. OF PIPE 6" CONCRETE PD 24" SQURE SHLL BE POURED ROUND LL VLVE BOXES NOT PLCED WITHIN CONCRETE PVEMENT P.S.I. CONCRETE VLVE BOX WITH NECESSRY EXTENSIONS SEE NOTE # 2 CONCRETE BSE BLOCK (POURED LENGTH : 2'-0" MIN. WIDTH : NORML TRENCH MIN TYPICL VLVE SETTING & BOX NOTE: 1. 4"-12" R.S. GTE VLVES SHLL BE IN CCORDNCE WITH WW STNDRD C PERMNENTLY TTCHED VLVE EXTENSION STEM SHLL BE REQUIRED FOR NY VLVE THTS OPERTING NUT IS LOCTED IN EXCESS OF 4 FEET BELOW THE TOP OF VLVE BOX. THIS EXTENSION SHLL BE OF SUFFICIENT LENGTH TO INSURE THT ITS TOP IS WITHIN 4 FEET OF VLVE BOX LID. 3. DUCTILE IRON OR C-900 PVC PIPE SHLL BE USED FOR VLVE STCKS WITH TWO PIECE DJUSTBLE (SHORTY) VLVE BOXES. 4. "V" SHLL BE PLCED ON NEREST CURB WHERE VLVE IS IN FRONT OF CURB, ND N " " SHLL BE PLCED ON NEREST CURB FOR INSTLLTIONS BEHIND THE CURB. SYMBOL SHLL BE SWCUT INTO CURB ND PINTED BLUE. 5. LL CST IRON MTERILS SHLL BE DOMESTIC. V VLVE SETTING & BOX REV JUNE 2008 SD-W11

14 COVER COLLR EXTENSION VLVE BOX VLVE BOX WITH EXTENSION LL CST IRON FITTINGS SHLL BE DOMESTIC. VLVE BOX WITH EXTENSION REV SD-W12

15 3/16" X 1 3/4" X 2 " FB 1 3/16" X 2" X 2 " SQTBG 1 SQURE HED REV SD-W13 VLVE EXTENSION 3/16" X 4 1/2"Ø 1-GUIDE 3/16" X 2 1/2" X 2 1/2" SQT X 2" LONG - 1 2" 1" SOLID STEEL VRI. LENGTH 3/16" X 2 1/2" X 2 1/8" FB " 1 1 4" 3 16 " X 1" X 2" 2 X 2" LONG. (SEE DETIL) 1 2 " 1 3 8" 1" TYPE - B VLVE EXTENSION 2" 1" 1" DRILL " 3 8 " NC CS X 1" LG. W. DOUBLE NUT 6" MIN " MX NOTE: TO BE USED ON LL VLVES DEEPER THN 4'-0". 2" CENTERING RING 1" SOLID STEEL SPRING LOCK VLVE EXTENSION LOWER NUTSOCKET SPRING LOCK.075 THICK 47/64 WIDE

16 #16 SCREEN MESH PERMENTLY TTCHED 2" GLV. PIPE CUT ND RECONNECT 2" PIPE WITH SMITH-BLIR OR PPROVED EQUL DRESSER COUPLING, INSIDE METER VULT STD. CST IRON METER LID WITH LOCK TYPE COVER ND FRME. DLLS FOUNDRY OR PPROVED EQUL. PROVIDE 4-1" DI. HOLES IN COVER. EXTEND 3" BOVE GROUND EXISTING GROUND SUITBLE PIPE CLMP 4" STEEL PIPE 7' IR ND VCUUM IR RELESE VLVE 2" CORP. COCK 8" BLIND FLNGE TPPED 2" 6" 2" GTE VLVE 2" PE PIPE 24" DI. PRECST CONC. METER VULT WSHED GRVEL 8" FLNGED OUTLET 12" SLOPE 1 8" PER FT. COMBINTION IR VCUUM-IR RELESE VLVE PCO OR CL-VL OR PPROVED EQUL. LINE VRIBLE TYPICL IR ND VCUUM-IR RELESE VLVE INSTLLTION IR ND VCUUM-IR RELESE VLVE INSTLLTION REV SD-W14

17 FINISH GRDE COVER 4 - #3 BRS CONCRETE PD 24" SQURE SHLL BE POURED ROUND LL VLVE BOXES NOT PLCED WITHIN CONCRETE PVEMENT P.S.I. CONCRETE. VLVE BOX WITH NECESSRY EXTENSION 6" PIPE O.D. 6" BUTTERFLY VLVE #3 BR CGE # 5 T 12" O.C.E.F 4 - #3 BRS # 4 T 6" O.C P.S.I. CONCRETE 6" 12" 30# FELT PPER # 3 BRS T 12" O.C.E.W. SECTION B BLL VLVE B BLL VLVE 24" 12" 8" 12" 8" 24" 6" 6" PIPE SUPPORT #5 12" O.C.W. #3 12" O.C.W. SECTION BUTTERFLY VLVE REV SD-W15

18 LC METER BOX CURB 3" METER BOX BSS & HYS TYPE 55 GROUND LINE 10 C.F. GRDE 4 CRUSHED STONE 2" COMPRESSION BY 2" I.P. FEMLE STRIGHT STOP. 2" PE PIPE MIN 2" DBL. STRP BRONZE TPPING SDDLE W/ 2' COMPRESSION CORP. STOP 2" BLOW OFF 2" BLOW OFF WITH METER BOX REV SD-W16

19 NTURL GROUND 6" N.R.S. GTE VLVE FLNGED ND M.J. DJUSTBLE VLVE BOX VLVE BOX PD RCCP 24" SQ. S REQUIRED 18" DISCHRGE LINE M.J. PLUG BLOW OFF VLVE RCCP 6" C.I NIPPLE 6" M.J. NIPPLE 6" M.J. 90 BEND NOTE : MUST BE DISCHRGED INTO STORM SEWER, BRIDGE OR CULVERT. S REQUIRED S REQUIRED REV SD-W17 CLSS "B" CONC. THRUST BLOCK TO BE PLCED ON UNDISTURBED ERTH. BLOW OFF VLVE DETIL

20 NOTE: MUELLER "CENTURIN" OR EQUL. IN GENERL, LL FIRE HYDRNTS SHLL CONFORM TO WW STNDRD SPECIFICTIONS FOR FIRE HYDRNTS FOR ORDINRY WORKS SERVICE FOR ND SNITRY SEWER IMPROVEMENTS. FIRE HYDRNTS WITH BRREL PPROXIMTELY 7" INSIDE DIMETER. LL HYDRNTS SHLL BE EQUIPPED WITH BREKWY FLNGE. LL HYDRNTS SHLL BE PPROVED IN CCORDNCE WITH THE STNDRD SPECIFICTIONS ND SPECIL PROVISIONS. MIN. 2.0' B.C. MX. 4.0' B,C. BONNET TO FLNGE ND NOZZLE CPS COLOR CODE FOR MIN SIZE CCORDING TO TBLE (INSET). REMINDER OF HYDRNT BOVE GROUND SHLL BE POWDER COTED SILVER FROM MNUFCTURE /2" NOZZLES 4 1/2" NOZZLE 24" SQ. VLVE PD 2"MIN. 6"MX. GROUND LINE 4 - #3 BRS MIN. 7 CUBIC FEET OF WSHED GRVEL FILL NOTE: LL NCHOR FITTINGS TO BE CONCRETE THRUST BLOCKED. LL DUCTILE OR CST IRON FITTINGS ND OR PIPE TO BE POLYWRPPED. CLSS "B" CONCRETE THRUST BLOCK MUST NOT BLOCK WEEP HOLE. 4" MIN. 1'-0" MIN SIZE 6" 8" 12" & LRGER FIRE HYDRNT BONNET COLOR TNEMEC SERIES 43-38H DIFFUSED LUMINUM, SILVER TNEMEC SERIES 2H HI-BUILD TNEME-GLOSS, TRUE BLUE SFETY TNEMEC SERIES 2H HI-BUILD TNEME-GLOSS, SFETY YELLOW 2'-0" PRECST CONCRETE SLB TYPICL FIRE HYDRNT INSTLLTION FIRE HYDRNT INSTLLTION REV SEPT 2021 SD-W18

21 6"Ø STEEL PIPE W/CONCRETE FILL 6' LENGTH (3' BOVE PVING, 3' BELOW PVING) TO BE CSED IN 16"Ø PIER TO DEPTH OF 1'-0". BELOW BOTTOM OF PIPE USE 2-#6x12" THRU PIPE INTO CONCRETE PIER. PIPES TO BE PINTED SME S FIRE HYDRNT - LUMINUM ' - 7' 1' - 6" 3' - 0" 1' - 6" FIRE LNE ESEMENT 4' - 0" FIRE HYDRNT P L OR INSIDE OF SCREENING WLL 3' - 6" MIN. 6" Ø CONCRETE FILL STEEL PIPE NOTE: FOR USE ONLY WHERE CURBS RE NOT POSSIBLE. FIRE HYDRNT GURD POST DETIL FIRE HYDRNT GURD POST REV SD-W19

22 R.O.W. F.H. R.O.W. F.H. NOTE: FIRE HYDRNTSHLL BE LOCTED OUTSIDE OF RDIUS. BLUE STIMSONITE FIRE-LITE REFLECTOR (OR PPROVED EQUL) TO BE PLCED IN THE CENTER OF STREET OPPOSITE FIRE HYDRNTS. THE INSTLLTION OF THIS REFLECTOR SHLL BE S PRESCRIBED BY THE MNUFCTURER. TYPICL FIRE HYDRNT REFLECTOR INSTLLTION FIRE HYDRNT REFLECTOR INSTLLTION REV SD-W20

23 NOTE : 1. SERVICES SHLL NOT BE CONNECTED TO FIRE HYDRNT LINES. 2. LL MTERILS SHLL CONFORM TO THE STNDRD SPECIFICTIONS ND/OR SPECIL PROVISIONS 3. LL METERS WILL BE PURCHSED FROM CITY OF LLEN 3/4" MIN. CORP. STOP WITH COMPRESSION COUPLING NUT ND INTERNL STIFFNER DESIGNED FOR PE CONNECTION (STM F1948) METER BOX 1" X 3" BLUE STRIPE ON FCE OF CURB FOR SERVICE LOCTIONS SEE SIZE IN CHRT BELOW 45 CURB 12" MIN. 45 PLCEMENT VRIES VRIES 4'-5' TYPICL 1' 1"MIN 8"MIN 13"MX CONCRETE SIDEWLK COMPRESSION NGLE STOP WITH INTERNL STIFFNER REQUIRED FOR PE CONNECTION (STM F1948). LOCTE COMPRESSION NGLE STOP S CLOSE TO EDGE OF METER S POSSIBLE. ON 2" COMPOUND METER SET NGLE STOP 16" DEEP. GROUND LINE MIN MIN FOR 1" OR SMLLER METER 1. METER BOX SHLL BE CORRUGTED METL, 18" DIMETER, 14" DEEP, SLOTTED FOR SERVICE PIPE FITTED WITH CST IRON TOP ND LID WITH TOUCH REDER OPENING (SEE VIEW BELOW). LID SHLL BE C.I. BSS & HYS DOMESTIC MFG. LID WITH #3P HIRPIN LOCK OR TYLER RING #6200-R & WESTERN IRON WORKS #DWIW 92/20 OR EQUIVLENT. METER SHLL BE PLCED IN CENTER OF LOT WITH SNITRY SEWER HOUSE CONNECTION LOCTED 10 FEET DOWN STREM. LL TPS SHLL BE MDE T 45 NGLE TO L OF PIPE. NTIVE BCKFILL T 95% COMPCTION (NO ROCK > 3" DI. IN NY DIRECTION) REFERENCE SD-W31 WW C901 PE SERVICE PIPE DOUBLE STRP BRONZE SERVICE SDDLE WITH C.C. THREDS METER BOX PE SERVICE LINE 4" 3/4 INCH 3/4 INCH RESIDENTIL 1 INCH 1 INCH RESIDENTIL CLEN SND EMBEDMENT 95% COMPCTION 4" 1 1/2 INCH 1 1/2 INCH COMMERCIL 2 INCH 2 INCH COMMERCIL TYPICL SERVICE CONNECTION WITH METER BOX METER TOP LL CST IRON MTERILS SHLL BE DOMESTIC SERVICE CONNECTION WITH METER BOX REV SEPT 2021 SD-W21

24 DOMESTIC POLYMER LID DFW18MR-1K STR LLEN-LID Ø DOMESTIC EST JORDN CST IRON RING Ø OPENING Ø DFW 1 Ø18 Ø14 OPENING CRUSH RESISTNT RIBBING DFW1818FD-BODY DOMESTIC BOX METER MDE I N DO NOT COVER DO NOT PINT US 14 DFW1814F1PS-DR-1K STR LLEN ONE PIPE SLOT 18MR Ø Ø18 Ø14 OPENING 5 DFW-PLOCK 1 18 REF DFW1818F1PS-DR-1K STR LLEN CRUSH RESISTNT RIBBING DFW1818FD-BODY DOMESTIC BOX ONE PIPE SLOT DFW18MR-1K STR LLEN-LID BOX KEY 1PS SINGLE PIPE SLOT DR DOMESTIC RING LID KEY 1 BLCK COLOR K PLSTIC LOCK STR CLR STR MOUNT LLEN CITY OF LLEN RESIDENTIL METER CN DETILS SEPT 2021 REV SD-W22

25 T W E R M E DO NOT COVER DO NOT PINT T E R Ø Ø DOM DFW20MRD-1K STR LLEN-LID 1PS DR BOX KEY SINGLE PIPE SLOT DOMESTIC RING 1 K STR LLEN LID KEY BLCK COLOR PLSTIC LOCK CLR STR MOUNT CITY OF LLEN Ø20 DOMESTIC POLYMER LID Ø28 Ø LID OPENING Ø29 Ø27 OPENING DOMESTIC CST IRON RING CRUSH RESISTNT RIBBING Ø Ø DOMESTIC POLYMER ROUND BODY DFW2818FD DFW2818F1PS-DR-1K STR LLEN COMMERCIL METER CN DETILS SEPT 2021 REV SD-W23

26 T W E R M E DO NOT COVER DO NOT PINT T E R Ø Ø DFW METER DO NOT COVER DO NOT PINT DFW-PLOCK 5 MDE I N US 18MR Ø Ø DOM LID KEY 1 BLCK COLOR K PLSTIC LOCK STR CLR STR MOUNT LLEN CITY OF LLEN METER LID DETILS SEPT 2021 REV SD-W24

27 CEMENT MORTR, MIXED TO CONSISTENCY OF THICK CREM, TO BE POURED IN FIELD. NOTE: PROVIDE 1" MINIMUM THICKNESS CONCRETE OR CEMENT MORTR COTING IN THE FIELD FOR THE PROTECTION OF LL EXPOSED STEEL SUCH S FLNGES, CULKED-JOINTS, THREDED OUTLETS, CLOSURES, ETC. THE CEMENT MORTR USED SHLL CONSIST OF ONE PRT PORTLND CEMENT TO TWO ND ONE-HLF PRTS OF FINE, SHRP (PLSTER) SND. WHERE SHOWN COTING IS TO BE REINFORCED WITH WIRE MESH. STEEL STRP THREDED THROUGH HEM OF BURLP WRPPER, DRWN TIGHT ND FSTENED. BURLP WRPPED S MNUFCTURED BY MR-MC CORP OR EQUL. WIDTH OF WRPPER TO BE 9" FOR 36" PIPE ND LRGER, 7" FOR 33" ND SMLLER. STNDRD RUBBER GSKET JOINT CEMENT MORTT OF STIIF CONSISTENCY PLCED IN THE FEILD. CORPORTION COCK,C C THREDS ON INLET END MUELLER OR EQUL. 3/4"-1" = H /2"-2" = NOTE: LL CLOSURE SECTIONS SHLL BE FBRICTED WITH HND HOLES TO LLOW WIPING INSIDE OF JOINTS FTER CLOSURE IS IN PLCE. PROTECTIVE COTING PPLIED IN FIELD BRSS INSULTING BUSHING PLCED IN THE PLNT NOTE: IF CORPORTION COCK IS NOT PROVIDED IN FIELD, THEN STEEL PLUG SHLL BE COVERED WITH CEMENT MORTR. LINE IN PLNT TO COVER LL EXPOSED STEEL THREDED CONNECTION BURLP WRPPER PROTECTIVE COTING PPLIED IN FIELD WELDED WIRE MESH FLNGED CONNECTIONS REINFORCED CONCRETE CYLINDER PIPE DETIL REV SD-W25

28 Z METER TEST TP SEE NOTE 7 ON SHEET SD-W24 15" 10" SUMP PIT STRINER 15" 10" FOR REBRS SEE NOTE 2 ON SHEET SD-W24 BY PSS TP DOOR SEE NOTE 4 & 5 ON SD-W24 GROUND LEVEL 3" 48" BY PSS HOSE FURNISHED BY CITY FLOW SEE NOTE 11 ON SHEET SD-W24 SEE NOTE 2 ON SHEET SD-W24 P L N 3" & 4" METER 4'-6" V W X Y U MIN. CLERNCE 6" METER=5'-2" 8" METER=6' 10" METER=7' 12" SUMP PIT SEE NOTE 11 ON SHEET SD-W24 4" SEE NOTE 2 ON SHEET SD-W24 SECTION METER VULT REV UG.2006 SD-W26

29 METER VULT & BY-PSS SPECIFICTIONS 1. NOTIFY THE ENGINEERING DEPRTMENT PRIOR TO CONSTRUCTION OF VULT OR BY-PSS SSEMBLY. 2. THE METER VULT CN BE EITHER POURED IN PLCE OR PREFBRICTED. CONCRETE SHLL BE 6" THICK ND BE 3000 P.S.I. WITH #4 REINFORCEMENT STEEL ON 12" CENTERS ECH WY IF VULT IS POURED IN PLCE. PREFBRICTED VULTS SHLL BE 4" THICK ND BE 4,500 P.S.I. CONCRETE WITH #4 REINFORCEMENT STEEL ON 8" CENTERS ECH WY. THESE RE MINIML SPECIFICTIONS. 3. THE VULT WILL NOT BE PUT IN NY DRIVE OR PRKING RES ND MUST BE LOCTED IN UTILITY ESEMENT. 4. THE VULT LID SHLL BE BILCO LID, TYPE Q-4 SINGLE LEF DESIGN. NGLE FRME IS 1/4" STEEL WITH STRP NCHORS BOLTED TO THE EXTERIOR. THE LEF IS 1/4" STEEL DIMOND PTTERN PLT, PIVOTING ON TORSION BRS FOR ESY OPERTION. THE MINIMUM LIVE LOD CPCITY IS 150 LBS. PER SQURE FOOT. THE SIZE OF THE LID IS 3' BY 3'. 5. THE LID SHLL BE PINTED WITH TNEMEC DIFFUSED LUMINUM PINT OR PPROVED EQUL. 6. THE CONTRCTOR SHLL MKE THE BY-PSS ND METER TEST TP INSIDE THE VULT. IF THE SERVICE IS USED S STRICTLY DOMESTIC/IRRIGTION COMBINTION, TP ON THIS DRWING IS NOT NECESSRY. IF THE SERVICE IS USED STRICTLY FOR IRRIGTION, TP IS REQUIRED. TP MUST BE T LEST TWO PIPE DIMETERS DOWNSTREM OF THE METER. TPS B & C MUST BE MDE T N PPROXIMTE 45 NGLE ON ECH END OF THE PIPE ND CENTERED 10 INCHES WY FROM THE WLL. LL TPS SHLL BE 2" WY FROM THE WLL. LL TPS SHLL BE 2" ND THE CONTRCTOR SHLL INSTLL ROCKWELL NO FOR 3" x 2"; ROCKWELL NO FOR 4" x 2"; ROCKWELL NO FOR 6" x 2" ND ROCKWELL NO SERVICE SDDLES WITH BRSS NIPPLES ND NO OHIO BRSS OR PPROVED EQUL GTE VLVES. 7. THE STRINER, METER ND FLEXIBLE COUPLING WILL BE PROVIDED ND INSTLLED BY THE CITY OF LLEN T THE CONTRCTOR'S EXPENSE. 8. THE STRINER, METER ND FLEXIBLE COUPLING WILL NOT BE SET UNTIL THE METER VULT ND TPS RE CCEPTED BY THE CITY OF LLEN, ENGINEERING DEPRTMENT. LL UTILITIES MUST LSO HVE BEEN CCEPTED ND RELESED BY THE ENGINEERING DEPRTMENT PRIOR TO METER INSTLLTION. 9. THE VLVES SHLL BE NY RESILIENT WEDGE DESIGN VLVE WHICH HS RECEIVED FORML PPROVL FROM THE CITY OF LLEN. LL VLVES SHLL BE FLNGED BOTH ENDS ND HVE HND WHEELS. 10. THE BOTTOM OF THE METER VULT MUST BE 6" THICK CONCRETE WITH #4 REBR ON 12" CENTERS ND HVE 4" FILL SND CUSHION UNDERNETH. SUMP 4" DEEP ND 12" IN DIMETER SHLL BE INSTLLED TO ONE SIDE IN THE CENTER OF THE BOTTOM SLB. IF PRECST VULT IS USED, WHERE SIDES JOIN THE BOTTOM, LYER OF RM-NEK SHLL BE USED TO SEL THE JOINT. 11. CONTRCTOR SHLL HVE CHOICE OF EITHER HVING LINK SEL WLL SLEEVE MODEL WS-6-28-S-6 FOR 3" PIPE, MODEL WS-8-32-S-6 FOR 4" PIPE, MODEL WS S-6 FOR 6" PIPE ND MODEL WS S-6 FOR 10" PIPE, CST IN THE WLL OF THE VULT. THE BOVE MENTIONED WLL SLEEVE SHLL USE THE FOLLOWING LINK SELS: FOR 3" PIPE ND 5 NO. LS-325-C, FOR 4" PIPE, 5 NO. LS-400-C, FOR 6" PIPE, 7 NO. LS-400-C ND FOR 10" PIPE, 12 NO. LS-325-C. THE CONTRCTOR MY HVE THE VULT WLL CORED BEFORE INSTLLTION OF VULT ND PIPING. IF THE WLL IS CORED THE FOLLOWING SPECIFICTION SHLL BE USED: FOR 3" PIPE CORE SIZE SHLL BE 6" ND USE 5 NO. LS-325-C LINK SELS, FOR 4" PIPE CORE SIZE SHLL BE 8" ND USE 5 NO. LS-400-C LINK SELS, FOR 6" PIPE CORE SIZE SHLL BE 10" ND USE 7 NO. LS-400-C LINK SELS ND FOR 10" PIPE CORE SIZE SHLL BE 14" ND USE 11 NO. LS-425-C LINK SELS. BREKING OF THE WLL WITH JCKHMMER OR USING PRE-CST KNOCKOUT PNELS IS NOT PERMITTED. 12. UNDER ECH VULT WILL BE CONCRETE SUPPORT. 13. DEPTH OF VULT SHLL BE MINIMUM OF 4 1/2 FEET. 14. LL PIPING INSIDE THE VULT SHLL BE DUCTILE IRON WITH FLNGED FITTINGS. THE OUTSIDE DIMENSION OF THE PIPING SHLL BE WITHIN THE FOLLOWING RNGES: 3" DUCTILE IRON PIPE ; 4" DUCTILE IRON PIPE ; 6" DUCTILE IRON PIPE ; 8" DUCTILE IRON PIPE ; 10" DUCTILE IRON PIPE ; VRITION FROM THESE DIMENSIONS WILL RESULT IN THE VULT BEING REJECTED. METER VULT DOMESTIC IRRIGTION METER SIZE U V W X Y Z METER SIZE U V W X Y Z 3" 25" 8" 11 1/2" 24" 6'-10" 3" 25" 8" 16 1/2" 19" 9" 6'-10" 4" 22" 9" 13 1/2" 29" 7'-7" 4" 22" 9" 19 1/2" 23" 10" 7'-7" 6" 26" 10 1/2" 13 1/2" 33" 8'-2" 6" 26" 10 1/2" 19 1/2" 27" 13" 8'-2" 8" 31" 11 1/2" 25 1/2" 30" 17" 9'-1" 10" 37" 13" 29 1/2" 41" 21" 10'-7" METER VULT NOTES DEC REV SD-W27

30 12" SUMP PIT 12" FOR REBRS SEE NOTE 2 ON SHEET SD-W26 FLOW SEE NOTE 11 ON SHEET SD-W26 SEE NOTE 2 ON SHEET SD-W26 DOOR SEE NOTE 5 & 6 ON SD-W26 P L N GROUND LEVEL 3" 48" 22" GTE VLVE DOUBLE CHECK 12" SEE NOTE 11 ON SHEET SD-W26 6" 4" SEE NOTE 2 ON SHEET SD-W26 32" SECTION SEE NOTE 12 ON SHEET SD-W26 SEE NOTE 3 ON SHEET SD-W26 DOUBLE CHECK VLVE REV SD-W28

31 BILCO LID DOUBLE CHECK VULT DOUBLE CHECK SIZE "X" 4" 4'-7" 6" 8" 5'-4" 5'-8" "Y" 9" 10 1/2" 11 1/2" DOUBLE CHECK VULT SPECIFICTIONS 1. NOTIFY THE ENGINEERING DEPRTMENT PRIOR TO CONSTRUCTION OF VULT OR BY-PSS SSEMBLY. 2. THE VULT CN EITHER BE POURED IN PLCE OR PREFBRICTED. CONCRETE SHLL BE 6" THICK ND BE 3000 P.S.I. REINFORCED WITH #4 STEEL BRS ON 12" CENTERS ECH WY IF THE VULT IS POURED IN PLCE. PREFBRICTED VULTS SHLL BE 4" THICK ND BE 4,500 P.S.I. CONCRETE WITH #4 STEEL BRS ON 8" CENTER. THESE RE MINIMUM SPECIFICTIONS. 3. THE BOTTOM OF THE VULT SHLL BE 6" THICK CONCRETE WITH #4 STEEL BRS ON 12" CENTERS BOTH WYS. SUMP 4" DEEP ND 12" IN DIMETER SHLL BE INSTLLED TO ONE SIDE IN THE CENTER OF THE BOTTOM SLB. 4" FILL SND CUSHION SHLL BE INSTLLED UNDER THE SLB. IF PRECST VULT IS TO BE USED, LYER OF REM-NEK SHLL BE INSTLLED BETWEEN THE WLLS ND BOTTOM. 4. THE VULT WILL NOT BE PUT IN NY DRIVE OR PRKING RES ND MUST BE LOCTED IN UTILITY ESEMENT. 5. THE VULT LID SHLL BE BILCO LID. TYPE Q-4 LEF DESIGN. NGLE FRME IS 1/4" STEEL WITH STRP NCHORS BOLTED TO THE EXTERIOR. THE LEF IS 1/4" STEEL DIMOND PTTERN PLTE, PIVOTING ON TORSION BRS FOR ESY OPERTION. THE MINIMUM LIVE LOD CPCITY IS 150 LBS. PER SQURE FOOT. THE SIZE OF THE LID IS 3' BY 3'. 6. THE LID SHLL BE PINTED WITH TNEMEC LUMINUM PINT OR PPROVED REPLCEMENT. 7. LL PIPING INSIDE VULT SHLL BE DUCTILE IRON WITH FLNGED FITTINGS. THE OUTSIDE DEMENSION OF THE PIPING SHLL BE WITHIN THE FOLLOWING RNGES: 3" DUCTILE IRON PIPE : 4" DUCTILE IRON PIPE : 6" DUCTILE IRON PIPE ; 8" DUCTILE IRON PIPE ; 10" DUCTILE IRON PIPE VRITIONS FROM THESE DIMENSIONS WILL RESULT IN THE VULT BEING REJECTED. 8. THE DOUBLE CHECK SHLL BE MUELLER ND EQUIPPED WITH N LL BRSS METER TRIM PCKGE IN THE FOLLOWING SIZES: FOR 4" THROUGH 8" DOUBLE CHECK, 1" TRIM PCKGE; FOR 10" DOUBLE CHECK, 2" TRIM PCKGE. THE METER FOR THE TRIM PCKGE WILL BE FURNISHED BY THE CITY T THE CONTRCTORS EXPENSE. FLNGED DPTER COUPLING WILL LSO BE FURNISHEDDD BY THE CITY T THE CONTRCTORS EXPENSE. 9. THE GTE VLVES SHLL BE MUELLER # OUTSIDE STEM ND YOKE ND SHLL HVE N UNDERWRITERS LBORTORY LISTING. 10. LL PIPING INSIDE THE VULT ND THE VULT ITSELF SHLL HVE TO BE PPROVED BY THE CITY OF LLEN ENGINEERING DEPRTMENT. 11. CONTRCTORS SHLL HVE THE CHOICE OF EITHER HVING LINK SEL WLL SLEEVE MODEL WS-8-32-S-6 FOR 4" PIPE, MODEL MODEL WS S-6 FOR 6" PIPE ND MODEL WS S-6 FOR 8" PIPECST IN THE WLL OF THE VULT. THE BOVE MENTIONED WLL SLEEVE SHLL USE THE FOLLOWING LNK SELS: FOR 4" PIPE. 5NO.LS-400-C; FOR 6" PIPE, 7 NO. LS-400-C; FOR 8" PIPE, 9 NO. LS-400-C. THE CONTRCTOR MY HVE THE WLL CORED BEFORE INSTLLTIONOF VULTND PIPING. THE FOLLOWING SPECIFICTION SHLL BE YSED:FOR 4" PIPE CORESIZE SHLL BE 8" ND USE 5 NO. LS-400-C LINK SELS; FOR 6" PIPE CORE SIZE SHLL BE 10" ND USE 7 NO. LS-400-C LINK SELS ND FOR 8" PIPE CORE SIZE SHLL BE 12" ND USE 9 NO. LS-400-C LINK SELS. BREKING OF THE WLL WITH JCKHMMER OR USING PRE-CST KNOCKOUT PNELS IS NOT PERMITTED. 12. THERE WILL BE CONCRETE SUPPORT UNDER ECH VLVE ND UNDER THE DOUBLE CHECK VLVE. 13. DEPTH OF VULT SHLL BE MINIMUM OF 4'-6". DOUBLE CHECK VULT DEC REV SD-W29

32 FIRE TOWNHOME FIRE SERVICE UG REV MY 2017 SD-W30

33 FEB 2017 REV SD-W31

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