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Drawingsi NOTE: GENERAL NOTES, THRUST BLOCK NOTES: TEE SC EDULE NOTES: iu - - 1, VALVE EXTENSION TO BE USED 1. FINELY DIVIDEF EARTH FREE OF ROCK LUMPS AND CLODS 6. ALL FITTING SHALL BE MECHANICL JOINTS UNLESS tDMnsl A OLU STRAIGHT BALL VALVE W<G"" « " " ONLY WHEN TOP OF GATE VALVE EXCEEDING 6" •�-- - 1. ALL CALCULATIONS ARE BASED ON INTERNAL (n 0 24 X 24 X 6 HALL BE PLACED BY NAND AND OTHERWISE DIRECTED.{ {{ o 1. NO SPLICES IN COPPER TUBING WILL BE ALLOWED « « PRESSURE OF 200 psl FOR 24"AND SMALLER 6 5 2.5 4.3 FOR SINGLE SERVICE OR BETWEEN THE SERVICE (2 EOR DOUBLE SERVICE)28-DAY CONCRETE !S DEEPER THAN 5 FEET FROM COMPACTED A OUND'i HE CAST IRON PIPE TO A DEPTH OF pC TEq NO CLOSER THAN ' 24 X 24 X 6 INNER DIAMETER PIPE, SADDLE AND THE WYE FOR DOUBLE SERVICE. 1-112 BALL VALVE oSTRENGTH 2000 pst FINISHED GRADE. 12" OVER THE- OP OFTHE PIPE BEFORE BACKFILL iS BEGUN 7. HYDRANTS SHALL BE L A 28 -DAY CONCRETE 5 3.5 0.6 (p j BYANY MECHANICAL EQUIPMENT. STRENGTH s 2000 si 2: ALL BEARING SURFACES OF THRUST BLOCKS 101 3 FEET MEASURED FROM THE BACK OF CURB TO THE I 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OMRYD DOUBLE SERVICE WITH /#4 BAR AROUND 2, ALL VALVE OPERATING NUT FACE OF THE STEAMER ON THE FIRE HYDRANT. p TO PRESSURE TEST LINE IMMEDIATELY F T AFTER THE O _ _i_ALL VALVE BOX. EXTENSIONS ARE TO BE MADE 2. ALL CONORETR BLOCKING SHALL BE -28 DAY CONORETE b !? , WITH #4 BAR AROUND SHALL BE PLACED AGAINST UNDISTURBED '.-- -OF STEEL, SIZED AS NOTED STRENGTH = 2tj00psf, 8. IF MAiN VALVE IS WITHIN SO FEET OF FiRE HYDRANT THEN ALL VALVE BOX. EARTH OR ROCK. STREET CROSSINGS HAVE BEEN INSTALLED. ;z:AND PAINTED W{TH TWO 2 ASSEMBLY VALVE MAY BE OMITTED ON A DEAD END HYDRANT©3. CONCRETE FOR BLOCKING SHALL BE 2000 psf. (j 3. ALL THRUST BLOCKING SHALL PROVIDE A MINIMUM OF LEAD WITH NO ADDITIONAL CONNECTIONS. 3. MARK EACH SERVICE END WITH METAL "T"POSTCOATS OF METAL PAINT. 2 SQUARE FEETOF BEARING AREA OF CONCRETE ON 4. DIMENSIONS MAYBE VARIED AS REQUIRED BY PAINTED BLUE.TRAFFIC RATED COPPERHEAD LL BE A MINIMUM UNDISTURBED SOiL ORAS DIRECTED BYTHE ENGINEER. 9. HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMERSNAKEPIT TEST STATION OR 3. EXTENSIONS SHA NOZZLE SHALL BE 18 TO 24INCHES ABOVE NEAREST FiNAL FIELD WHERE AND AS DIRECTED BY TME 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN VIEW A AAPPROVED EQUAL OFONE (1)FOOT LONG. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. VIEW.`. -.`� ENGINEER. TME VOLUME OF CONCRETE APPROVED EQUAL. aY:k ti's BLOCKING SHALL NOT BE LESS THAN SHOWN SEE TECHNICAL SECTION 331213 4. VALVE BOX LiDS LOCATED ON CONCRETE HAS REACHED 7 DAY STRENGTH. HERE. S. ALL CONNECTIONS TO BE COMPRESSION TYPE. FOR MATERIAL REQUIREMENTS DOUBLE SERVICE _, • VALVES TO ISOLATE FiRE S. ALL PEPS WILL BE LAID SO AS THE ENTIRE BARBELL w SUPPRESSION LINES FROM PUBLIC 5. WATER MAIN SHALL NOT BE PRESSURIZED UNTIL 6. ALL SERVICE WYES & EXTENSIONS ARE TO BE J WATER LINES SHALL BE AMPro WILL HAVE FULL BEARING ON THE FINE GRADED STANDARD FIRE HYDRAN ALL CONCRETE BLOCKING HAS REACHED 1500 psi. INSTALLED WITH THE MAIN LINE CONSTRUCTION. VIL'NA -A USA, LL662 LOCKABLE LID, TRENCH BOTTOM_ BELL HOLES SHALL BE CUT FOR NOTE: EACH BELL AND FIRE HYDRANT. GATE VALVE 7. METERS AND VALVE BOXES SHALL BE PLACED WNALVE BOX USE POLYETHYLENE WRAP OR BY THE CITY UPON PAYMENT OF FEE.CONC. CURB &GUTTER WATER LINE HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEEN CONCRETE4 TRAFFIC RATED COPPERHEAD STANDARD FIRE HYDRANT S REQUIRED + SNAKEPIT TEST STATION OR VALVE BOX PER SPECS WITH BOX STEAMER NOZZLE CHAINS 1' MIN. APPROVED EQUAL EXTENSION AS NEEDED VALVE BOX PER SPECS TO BE REMOVED BY TEE OR TAPPING 2" SQUARE AWWA NUT CONTRACTOR PRIOR TO SLEEVE & VALVE i EXTENSION WITH A A CITY'S ACCEPTANCE OF AS REQUIRE At; CENTERING COLLAR. WORK. REQUIRED1 :': : << 6" TERMINATE 4' TO S' FINISHED GRADE A FROM TOP OF BOX. 1 'URY LINE _T 7 AS IEQ D ANCHOR 94° BEND » GATE VALV BEND SIZE A (ft) B (ft) 0 (ft) E (ft) G (ft) VOLUME (o•Y•) 90° 6,8"" 5.0 1.S 1.5 0.9 2.7 0.4 10,12 6.5 2.5 1.5 1.2 4.0 1.0 45° 6.8" 2.012.0 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN.APPROV£0 BY 1.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.6 22.5 ° 6,8" 1.5 10,12 2.0 1.5 2.5 1.5 1.5 0.9 1,2 0.8 1.1 0.1 0.3 11.25° 6,8" 1.011.5 1.5 0,9 0.4 0.1 10,12',1.611.511.611.210.6 b.1 & PLUG TO PREVENT CONCRETE S. LOT CORNERS SHALL BE MARKED WITH A LATH / tY. FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON COMPLETION OF CONSTRUCTION. • ' A 12" MIN: 24" MAX. STRAIGHT BALL VALVE' MI . WITH PLUG ((2 FOR , DOUBLE SERVICE] } APPROVED SERVICE SADDLES TAPPED TEE AND PVC OR 4' MIN. 2 SQUARE AW WA NUT EXTENSION WITH � WNALVE BOX z A CENTERING COLLAR. , 6" STD. STANDARD FIRE HYDRANT } ( r� / 1"TYPE "K" COPPER TUBING TERMINATE F TO 6' j a WITH SS OLS a THRUST S 1 BLOCK DETAILS (2 FOR DOUBLE SERVICE) FROM TOP OF 80X. � � T E 7 ` (SEE NOT 8) 6" D.I.OR C909 PIPE i a grD Gq E �/pLV j � 6" MJ ANCHOR p 1 1/2" X 1"BRASS WYE AWWA CB00 W7SfiA1NLE55 COUPLING h (1 FOR DOUBLE SERVICE) PRESSURE PIPE STEEL BOLTS x t? POUR CONCRETE AGAINST CONCRETE SHALL NOT CORP STOP a EXTEND BEYOND JOINTS CON RETE _ UNDISTURBED EARTH ® " BLOCKING PEA GRAVEL . FILL TYPE K COPPER TUBING (SINGLE SERVICE) . ABOVE 1-ITI TYPE K COPPER TU NG DOUBLE SERVICE 14 gg. INSULATED ,.;:. TO i FT ( ) " COP TRACER PVC OR D.I. PIPE _ : •_ •.• WEEP HOLE PER _ .. WATER UNE SEE NOTE 1) WIRE ;.;�...:: FIRE HYDRANT LOCATION (ONL BALLVALVE ' . ; �•. ;• -_ ONLY) �.. • THRUST BLOCK- FOR DOUBLE SERVICE TRENCH 1'-0" WATER REALIGN NEEDED PIPE is REA G NEW WATER. SERVIC TEE OR PIN " « « ;:, i:::• BLOCK USING I2 x12 X4 SLEEVE &VALVE . • _ • > ' BLOCK AS DIRECTED. AS REQUIREDVE ECHANiCAL J01NT I PRECAST CONCRETE (SIXORTAND LONG' SIDE) ,.:•:••.•.- MIN. DIMENSION APPROX. WlTHSETSCREW BLOCK f : 72-0 t UAL ONE BAG OF RETAINER GLANDS _ r . 4.`s 's r i . X X EQ TO OR MEGA LUGS « '. • :::•: s X12 GRAgELOK . ... • .- • SACKRETE 6"X /M.J.SPLITGLANDS :},:;:. •.`.'r:•<.;J• THRUST STRUCTURALBACKFILL AREA INCLUDES BLOCK AS DIRECTED ROTATETOFINALGRADE STANDARD FIRE m ., •, :b.,, •: .:.� O ;', {. . •;:': ALL PAVED AREAS (SIDEWALKS STREETS, ALLEYS, UPTIONAI, ( ) j a f ...• • DRIVEWAYS,AND PARKING AREAS AND SHALL ` `' EXTEND 5' BEYOND THE CURB LINE. STRUCTURAL GATE VALVE &. BOX NTA ASSEMBLY - :: �' •r: :. -HYDRA S S • • �� r • • - `• :; :•:•' 1 BACKFILL SHALL BE CEMENT STABILIZED (SEE w�-oo w�-o2 4 .t.: w••. .: PIPE DETAIL MPA TED TO 98 BE FAMED OR DENSITY A 2' 2' 2' ,':.: •.: : , /• JOiNT SOIL COMPACTED TO 98% MAXIMUMDRYDENSITY AS NEAREST BELL MAX 2 'RV" P. . MAX MAX 6'8" TYP. 6'8" TYP. MAX • "' ' T T -q : PER ASTM 0698 WITHIN OPTIMUM TO+4%WET OF JOINT P. OPTIMUM (SEE DETAIL W4 -02 -NON-STRUCTURAL M�--i 2 SQUARE x 2" HIGH TRAFFIC RATED ae REFER TO TECHNICAL SECTION s: FA. EN) 1 LAX OPERATING NUT COPPERHEAD 09 0312 FOR TRACER WIRE INNER1 SNAKEPIT TEST INSTALLATION 1,-0« AREAS) STATION OR AFFiC RATED COPPERHEAD c APPROVED EQUAL SNAKEPIT TEST STATION OR C UTE POUR CONCRETE Gq@ APPROVED EQUAL DIA. AGAINST UNDISTURBED EARTH BIC�� 5' I- IN. CLT. GROUND LEVEL �%%�%�� PIAN j� j �%%�j'��% '?LS•T •rs¢,r,- ---] SELJ.[ lO 1 X i lJ%i1 Y Y 211 r. t• - 8" TYP - \ •/ 24 x24 x6 _ • • ..\ ./ C� STEELCASING ----� F 90° _ _ :: « ` P Q• GABBIER PIPE CABtNG SPACER"'�"'� 24" CONCRETE PAO w,Z vQ �. 1•-0" w _ 1 -PC. PULL -ON WATER VALVE OPERATING NUT MAX. METAL (STD.) �G EXTENSION DETECTOR TAPE -I �.�e� TIGHT NEOPRENE END ADJUSTABLE TOPRUNNRERS 5" DIA x 1l8" M!N METAL DETECTOR TAPE - O J SEAL Wl STN, STL. TO MAINTAIN 1 MAX THICKNESS STEEL PLATE Wl 90* CUT-OUT ",� O Q- CLAMPS "APS" OR 300 ��: '•�' u.tn PAVEMENT AREAS wtl 48 O ~ 'r" wo b BIC STEELCASING MIN. 1" DiA STEEL ROD TRACING WIRE x ' mm . • .: ; .. AT PRINGLINE 14 a SOLID TRACER WIRE SHALL ENO : , : • : = ! : = ' ' SIPEWA(.K, NOTE: CASING SPACERS 8" WIDE BAND STAINLESS SQUARE SOCKET COPPER ATA TEST STATION. POUR AGAINST 5+ 4 -RUNNER MIN. HTHRU 24' DIA STEEL (TYPE 304) 2" DIA INSIDE UNDISTURBED CASING} OR 6 -RUNNER MIN. PROVIDE 4V 2114" DEPTH M (24"-42" DIA. CASING) STAINLESS RUNNERS AT NEOPRENE INSULATION SLEEVE " O EARTH " BAND BETWEEN PIPE AND BAND TWO 318 SET SCREWS N S t . YMER I*2UNNI & CENTERED BOTTOM SIN (118- MIN WALL EITHER SIDE TO LOCK THE TYPICAL UTILITY PIP 'TYPICAL UTILITY PIPE 'THICKNESS) OPERATING NUT. SCREWS OR NON -CENTERED CLEAR BELL, POLYMER RUNNER (TYP} ARE TO BE FLUSH WITH TI1IS TIIRUST-BLOCK RESTRAINED FROM FLOTATION; OUTSIDE EDGE OF BOTTOMMrww� SOCKET TRACER WIRE MUST BE INSTALLED DEAD ENO INSULATED• "APS, INC., MOD SS18" DIRECTLY ABOVE THE PIPE. - - STRUCTURAL BAC 'ILL AREA oR GASGA�E TYPICAL HORIZONTAL C ING DETAIL GATE VALVE EXTENSION w1-a� UTILITY PIPE LOCATION MATERIALSwx-THRUST BLOCK W2 -o0 02 w2- o3 W2-03 NOTES: 1. FURNISH AS SHOWN ON PLANS PIPELINE MEGALUG OR AND ON ALL VALVE SIGN POSTS. WARNING SIGN MAIN LINE SETSCREW A BLACK .. RETAINER 10' TEXT --N2. SIGNS TO BE CONSTRUCTED , WARNING FROM 20 FINISH. FURNISH ONE UNDISTURBEDWARNING AND ONE VALVE SIGN DIRT 10„ oERGROUND PIPELINE AND ONE POST FOR EACH VALVE : • v • ; ' CONTACT THE CITY INSTALLED AND AT OTHER 24 MIN. BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS.. r i FURNISH SAME NUMBER OF END OF LINE REPLACEMENT SIGNS AS FOR EACH YELLOW ~ WATERLINE CAPlPLUG BACKGROUND INSTALLED (OMITTING VALVE b M. J. TEE 4 NUMBER ON VALVE SIGN OR CROSS /\+ V AL V(NOT A SEPARATE PAY ITEM) BEDDING SAND NO. E;� WX VX 6" Ni 2" BLACK PRESSURE CONCRETE SLAB 'v TO BE ADDED AFTER BASIC SIGN HAS BEEN T PAINTED.NOTE: A WHITE DIMENSION FOR BACKGROUND 0" VARIS WITH WANSIZE MN, ; :. MJ PWG PLAN VIEW :. PIPELINE WARNING SIGN VALVE IDENTIFICATION SIGN UNDISTURBED DIRT COMPACTED 4'-0" Zi, 8' BLUE HEAVY DUTY, WING VALVE BOX AND SHAFT EXTENSION SELECT FILL CHANNE=L POST 4•-0« EAST IRON VALVE BOX COVER y< '<.��}I. ` ^��r`>��•t 2' X 4' X 6" MEGALUG•..7•>, -`zrc zr�=iF rasa • �. - CONCRETE SLAB 2' X 4' X 6"CONCRETE SLAB =a�sx PIPEa� it ��:?�.:Sa'«t^•?£.•:.�...t;aa s. •�%T•.!'<�-•�:�.•fl�t,�» e+:U�r�:B. ;J�. r?i? _ - '.s:� i ,% 6" MIN. •:;: •:;: •:;: •:, _ , O R 4 NOT GREATER THAN 450 BACK FILL � .:�: �•%,•:._. • '• •' ••J �.''••� 1. -•• ::;. •:; ::::>•::;' ::', • 6" DIP WIRETAiNING •;f �;, F �; ;;:; .i;: AMERICAN FLOW CONTROL G ADAPTER OR AN APPROVED EQUAL GLAND AT BEND AND PLUG. l Gy STCTIDN A A CONCRETE THRUST BLOCK RESTRAINED JOINT 61, M. J. ELL PLACED ON NOTE: Wl THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING COMPACTION WITHIN LiMITS AND REDUCER AS REQUIRED END OF LINE BLOCKING SOF TANDARD DARDDYSHALLBE95% STDENSITY PER IN-LINE BLOW OFF ASSEMBLY .ASTM 0698 W3-00 W3 -o 1 NOTE: 1. EMBED COPPER UNE IN TAMPED SAND FROM BRONZE INSECT SCREEN GALV. ELL W1S.S. HOSE CLAMP GALV. NIPPLE I ( REMOVE AND DISCARD UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH AFTER USE INJ PLUG SIDES OF COPPER PIPE. AIR RELREAKER CAM i VALVE BOX AND SHAFT EXTENSION BREAKER VALVE 1 { 2. PAYMENT FOR BiD ITEM OF"AIR RELEASE VALVE" VALMATIC MODEL 101 (1") 2"METER BOX WITH EXIST. GRADE -\\4•-0•• CAST IRON VALVE BOX COVER SHALL INCLUDE ALL MATERIALS, AS SHOWN IN OR MODEL 102 2") OR CAST IRON LID 1 i DETAIL, INCLUDING MAiN LINE TAPPING SADDLE. APPROVED EQUAL t) r SCH. 40 GALV. PIPE,, -2'X 4' X 6" CONCRETE SLAB 3. PIPE SIZE SHALL BE 1" OR 2,'. f 4. SIZE OF LINES AND VALVES MAY BE MODIFIED BY I I AFTER BLOW -OFF THE ENGINEER INSTALL MALE QUICK AMERICAN FLOW CONTROL CONNECTION &CAP TRENCH ADAPTER EXIST. GRADE I I OR AN APPROVED HOT -BOX POLY ROX EQUAL 4" APPROVED MODEL PHRI (11") WITH --------- --ter,- BRASS SALL VALVE PIPE MATERIAL HEAT OR MODEL PHR2_ (2"} MJ TAPPED CAP WITH HEAT OR APPROVEQ EQUAL IRON PIPE THREAD COMPRESSION FITTING BRASS THREAD PiPE AND SALL VALVE WATER COPPER EXPOSED TO MAIN 4"X 3' X 3' CONCRETE PAD FOR I" PIPE) 4" X 5' X 3' CONCRETE PAD FOR 2" PiPE) CONCRETE SHALL BE BRASS ELL MJ TAPPED GAP SLEEVED WITH APPROVED COPPER PIPE SLEEVING CONCRETE BLOCKING TO 4" M. J. ELL PLACED ON CONCRETE BLOCKING TO BE IN ACCORDANCE WITH WATER UNDISTURBED SOIL BE IN ACCORDANCE WITH TYPE "K" COPPER TUBING DETAIL W3.00 MAIN DETAIL W3.00 BRAS NIPPLE 4" END OF LINE TAPPING SADDLE Wt CORPORATION STOP. 211 BLOW -OFF RISER BLOW -OFF AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 W3-04 NOTE: NOTE: 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY G VALVE WNALVE 80X 1. FOR MORE INFORMATION ON WATER AND SEWER LINE CROSSING SEE CITY STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION GATE VALVE WNALVE BOX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 2. STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. . STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. 2 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN.APPROV£0 BY 3. DRY BORING IS REQUIRED. THE CITY ENGINEER. 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN iTTIES INTO 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAIN IT TIES INTO TEE OR TAPPING WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE MAIN. PARALLEL TEE OR TAPPING WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE THE PARALLEL SLEEVE & VALVE SLEEVE & VALVE MAiN. AS REQUIRED ENCASEMENT AS REQUIRED 2'-0" MIN. ENCASEMENT 2'-0" MIN. WATER LINE WATER LINE NOULRER VARIE OPEN CUT OPEN CUT LIMIT LIMIT5'-0" WIDT OF PAVEMENT WIDTH OF PAVEMENT MIN. I MIN. =SIDEWALKGATE GATE VALVE 3'-0" MIN. MAY BE OPEN CUT VALVE 3'-0" BELOW DITCH FLOW UNE. OR BORED AS STEEL CASING DIRECTED BY THE ENGINEER CARRIER PIPE AS REQUIRED CARRIER PIPE STEEI NG TYPICAL URBAN CITY STREET CROSSING 4- TYPICAL RURAL STREET CROSSING oo � W4 -U1 ® SELECT MATERIA! ORIGINAL GROUND OR MATERIAL FX(CAVATED FROM THE DITCH WHICH IS FREE OF 2 _ BOTTOM OF SU&GRADE NOTES: ROCKS WMPS CLODS OR DEBRIS LAR��R THAN TW0 ( ) iT DI COMPAC ED TO A ! CHESi IN THE LARGES MENStON''•• T 1. F OR BEDD/NGAND 77iEN CH/NGWiTNlNALL EX/ST/N G pAVEDAR4-0 SE-01,STLSFOROPENCUTSTI4EETS MINIMUM OF 90%OF MAX IMUMDENSIfYASDETERMINEDBY (Delal/s ST4-06, ST4-Of, ST4-0.Z}. TH/SNOTEDOES (STANDARD) ASTM 4698 STANDARD AT A MOISTURE CONTENT WITHIN NON-STRUCTURAL -, .. r, • • •.,J: J.-,- :��. •• • •••• <r:' NO TA PPLYTOSTREETSBE/NG RECONSTRUCTED. OPTIMUM TO•t4%OFOPTIMUM UNDER AREAS(le... YARDS, PASTURES, EASEMENTS AND TOA 2+ ?j_•• .,,^;�t 1;n'�. ,,�,�;,4 ® SELECT MATERIAL 2, EVERY 900 FEETPROVIDEAWATERSTOPSLOCK MINIMUM OF 98% OF MAXIMUM DENSITY AS DETERMINED BY ASTM 0698(STANDARD) AT A MOISTURE CONTENT WITHIN SELECT MATERIALO CEMENT SANd COMPOSED OFCEMENTSA NDORNATIVEMATERIAL DEPENDING ONEMSEDMENTBLOCKSHALL BEOFEET OPTIMUM TO+d°/o OFOPTIMUM UNDER NEW STREET AREAS ` c : `':" /NLENGTH. NOBEDDINGSAND lN7N/SAREA. AND STREETS TO BE RECONSTRUCTED. 8- 12" MAX t < •, < < 8"-12" MAX (MANUALLY CONSOLIDATE " ' t '.` ` ®AT •'i ©(MANUAD_Y CONSOLIDATE 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHAD. BE IN ACCORDANCE WITH ANSitAWWA STANDARDS ® GRANULAR MATERIAL OPTIMUM MOISTURE) / AT OPTIMUM MOISTURE) FOR PVC PIPE. MATERIAL SHALL BE BANK RUN RIVER SAND WHICH IS FREE ; c ;� ,: J ;.•: `e5'i 4. ALL BEDDING & INSTALLATION OF DUCTILE ETON PIPE TlT OF CLAY DEBRIS OR ORGANIC 0 DETRIMENTAL QUANTITIES F ET T Y STAND D MATERIAL AND WHICH, WHENTES ED i� AR •.: i•. �;:::::.::::: -:-• ' 4 "': i :et::':?:a:. ;- :: :: 7 :•r: J•...•••,,: , .. 2 .50 DANCE ANSItAWWAC1501A 1 SHALL BE 1N ACCORDANCE WITH H LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: _., c .�. • ,. 4 .,,•'....,,. ;.p;; , 5. COMPACTION SHALL BE ATTAINED BY MECHANICAL MAXIMUM LIQUID LIMIT 45 16 PIPE � UNDISTURBED SOIL J � .UNDISTURBED SOIL TAMPING. MAXIMUM PLASTICITY INDEX( MAXIMUM PERCENT PASSING NO. 200 SIEVE -35 MINIMUM PERCENT PASSING 314" SIEVE 100 „� O.D. O.D. 6. RELATIVE COMPACTION SHALL E TESTED IN THE PRESENCE OF THE CITY ENGINEER. THE MATERIAL SHALL BE FREE FLOWING AND WHEN WET SHALL „ 6 MIN.M2 MAX' PLACE METAL DETECTOR TAPE AT A MINIMUM OF 24" 6 MIN.112 MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S NOT ADHERE TO FORM A BALL WHEN PRESSED IN THE HAND. ABOVETOP OF PiPE PERFORMANCE OF THE WORK, EITHER INSIDE OR AREAS TO.I3EPA VED OUTSIDE THE RIGHT-OF-WAY, SHALL BE CONTROLLED NUN STRUCTURAL BY THE CONTRACTOR. UC CEMENT STABILIZED SAND OR STREETS TO BE 8. ALL TRENCHES SMALL BE BACK FILLED AND TEMPORARY AREASPAVING OR PLATING PLACED AT THE END of EACH .RECONSTRLTC,TU) WORKING DAY. BEDDING AND TRENCH FOR DI PIPE & PVC PIPE W4-02 GENERAL NOTES: ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SMALL BE ADEQUATELY BL CK SODDED OR HYDROMULCHED AND WATERED UNTIL GRtyWTH IS ESTABLISHED. IN DEVELOPED AREAS WHERE GRASS IS PRESENT SHALL BLOCK SOD WILL BE REQUIRED. BARED AREAS BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF LAST DISTURBANCE. EROSION CONTROL MEASURES MUST BE INSTALLED APP,ROVEO DURING THE ENTIRE TIME THAT EARTH HAS BEEN BARED BY CONSTRUCTION AND SHALL STAY IN PLACE UNTIL ACCEPTABLE VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS COI IPLETE AND THEN REMOVED BY CONTRACTOR. AU (EROSION CONTROL MEASURES SHOULD BE CLEANED OF SILT AFTER EVERY RAIN. ESI SLISHMENT OF VEGETATION MAYBE A WARRANTY ITEM. CITY OFBRYAN The Good Life, Te=5 Stf e." DRAWN 6Y: C.L.M. DATE( 08-01-12 , SCALE: N T S APPROVED: W. P. K' FIGURE: ri rn rf MECHANICAL JOINT PIPE, 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. MODEL SIZE L1 W1 Ht WEIGHT DMC-CS3 3" 8'-8" 5'-0" 4'-6" 12,000 DMC-CS4 4" 8'-8" 5'-0" 4'-6" 12,000 DMC -CSS 6" 11'-0" 6'-0" 4=9" C) } W - LL' I SPECIAL CONDITIONS ,. METER REGISTER SHALL BE NO DEEPER THAN 12 INCHES BELOI V FINISHED GRADE 2. FLOOR OF VAULT WILL BE A MINIMUM OF 6 INCHES FROM BOTT M OF ANY PIPING APPARATUS OR METER WITHIN THE VAULT. - 3. REINFORCED CONCRETE VAULT BASE (FLOOR) SHALL BE CONSTRUCTED G COMPRISED USINGG A OF #3 STANDARD FIVE SACK CONCRETE MIX AND REINFORCING EBA ON 12 CENTERS THICKNESS R R INCH C RS WITH A MINIMUM BASE OF 6 INCHES. SETSCREW RETAINER D HA E GLAN S S LL BE LED AT EACH 4 t STAL E I, FITTING ON MECHANICAL JOINT PIPE, 5. VALVES SHALL MEET THE CITY SPECIFICATIONS FOR VALVES. 6. THERE SHALL BE NO PIPING UNDER THE FLOOR OF THE VAULT. MODEL SIZE L1 W1 Ht WEIGHT DMC-CS3 3" 8'-8" 5'-0" 4'-6" 12,000 DMC-CS4 4" 8'-8" 5'-0" 4'-6" 12,000 DMC -CSS 6" 11'-0" 6'-0" 4=9" _12,000 METER NUT SIZE FORD PART NO. 314" x 2.5" Long C38-23.2-5 314" x 3" Long 033-23-3 314" x 12" Long C38-23-12 1" x 2.625" Long 038.44-2-625 1" x 8.5" Long C38-44-8-5 1-112" Meter apple C38-66.2-875 1-112" Meter Bushing OSIM-66 2" Meter Nipple C38-77 2" Meter Bushing BBIM-77 NOTES: NOTES: NOTES: (I r� Service saddle, SS straps, CC threads Q6 Brass bushing IPS- I" x3/4" Q Service saddle, SS straps, OC threads 6 Meter nipple - C38-41-2-625 -1" 0 Service saddle, SS straps, CC threads 6 Swivel nut- 038-66-2-875 -1-112" Installed per manuf'acturer's recommendations. Installed per manufacturer's @ Installed per manufacturer's All main types: Cambridge 800 Series or 7 Meter nipple - C36-23-2-5 - 314" recommendations. All main types: 8 Ball valve recommendations. Ail main types: 7 Brass all thread E.P.S. -1-112" Ford S70IS90 Q) Ball valve Cambridge 800 Series or Ford S70IS90 Q8 Meter box and lid: Old Castle meter box, Cambridge 800 Series or Ford S70IS90 8 Meter adapter- BBIM 66 -1-112" 2 corporation stop: Ford FB 1000-A-1" 9 Meter box and lid: Old Castle meter 2 corporation Stop: Ford FB 1000-4-1" CI lid with Reader #36 2 Corporation Stn Ford FB 1000.6-1-112"9 Meter box and lid: Old Castle meter Q rA P� Q 0 A' p' box Of lid with Reader #65 Service tubing: Type Kcopper- salt-," box, Of !id with Reader #36 Q3 Service tubing: Type Kcapper -soft -1" 3 Service cubing: Type Kcopper - soft -,-112" 4 Ford male adapter- 084-44-1" 4 Ford male adapter- C84-44-1" 4 Ford male adapter -C84-66-1-112" Bali valve Q Meter box valve: Meter box valve: Q Meter box valve: 5 = Ford Angle Stop - BA13-342W -1" CUSTOMER 5 = Ford Angle Stop - BA -43-444W -1" CUSTOMER 5 = Ford Angle Stop - FV -43-666W -1-112" CUSTOMER 5A= Ford Straight Stop - B11444W -1" VALVE 5A Ford Straight Stop - 611444W -1" VALVE 5A = Ford Straight St Dp - B1, -666W -1-112" VALVE 8 g 8 Q8 g g 3 5 3 0 4 7 4 3 5 6 CUSTOMER CUSTOMER CUSTOMER VALVE VALVE VALVE 4 1 3 8 9 1 2 3 $ 9 01Ali_ Dai . 4 5 6 7 8 4 6 O U - -c CITY OF COLLEGE STATION CITY OF COLLEGE STATION CITY OF C.OLLEGE STATION S'T'RAIGHT OR ANGLE TAP - 3/411 STRAIGHT OR ANGLE TAP - 1" STRAIGH OR ANGLE TAP 1-1/2" U W7-00 W7 -0I w7 -a2 NOTES: NOTES: Q Service saddle, SS straps, GC threads ® Swivel nut- C38-77 - 2" 1. ALL CONNECTIONS TO BE COMPRESSION TYPE, METER SWIVEL NUT OR NIPPLE METER All talledmain per manufacturer's recommendations. g Meter adapter BBIM 77 - 2" 2. MATERIAL USED SHALL BE AS SPECIFIED OR AN BOX All main types: Cambridge B00 Series or Q P ANGLE STOP Ford S70IS90 " APPROVED EQUAL. Brass nipple I.P.S. - 2 x 3" � Q Z Q Corporation Stop: Ford FB 1000-7 (cc thread) - 2" 3. ALL SERVICE WYE$ & EXTENSION$ ARE TO BE Meter box and lid: Old Castle meter 1 112 BALL VAL E 3Q service tubing: Type K copper -cu- soft- T' ® INSTALLED WITH THE MAIN LINE CONSTRUCTION. box, Cl lid with Reader #65 (FOR DOUBLE � Meter box and ltd: Old Castle 12" 4. EXISTING METER BOXES ARE TO BE REMOVED. SERVICE ONLY) WATER 0 ® Ford male adapter- C84-77- 2" ® THE NEW METER BOXES SHALL BE OLD CASTLE. METER round valve box #3RT Q Meter box valve: 5= Ford Angle Stop -FV -43-777W-2" ® Bali valve 5A= Ford Straight Stop - 611-777W - 2" © Brass nipple I.P.S. - 2" x 6" 0 Brass coupling I.P.S. - 2" VIEW A A 3 CUSTOMER P 11 VALVE DOLIBLESTRV ICE 13 0-7 4 5 2 CUSTOMER 1 3 � ,1 VALVE i {� 14 00 METER NUT SIZE - FORD PART NO. 314" x 2,5" Long C38-23.2.6 $14!'x 3" Long C38-23-3 314" x 12" Long C88-2342 1" x 2.625" Long C384142-625 1" x 8.5" Long C38-448-5 1-112" Meter Nipple C38.66-2-875 1-112" Meter Bushing BBIM-66 2" Meter Nipple 038-77 2" Meter Bushing BBIM-77 of CITY "r EMILIA ANGLE STOP The Cnnd Life, Texas Std` If WETERATER M 80EX R METER SWIVEL 6 7 g A COPP E) NUT OR NiPPLE 2FORO"RPIPEDRAWN BY: C.L.M. 1-112" tt BALL VALVE { (FOR DOUBLE SERVICE DATE' 08-01-12 ONLY) 1-112"X 1" BRASS WYE CITY OF COLLEGE STATION (, FOR DOUBLE SERV.) SCALE: N T s STRAIGHT OR ANGLE TAP - 2" CITY OF COLLEGE STATION APPROVED: W. P. K �' WATER SERVICE RECONNECTION F I G U R E W7-03 W7-04 n n n /,Z\ CASTLEGATE CONaVIUNITY >::rl CENTER ISOLATION -STA. -0+02.16 VALVE ° FIRE HYDRANT ASSEMBLY FH No. 1 SEE INSET A W/ VERTICAL EXTENSION / W.S. #5 - STA. 0+06.46 EXT D EXISTING 1" W.S. INTO ROPOSED 6" WATERLINE n • p . \ L :s >:-e . 00 e:16. NOTES: 1. ADJUST FIRE HYDRANT AND VALVE BOXES TO MATCH FINAL GRADE. 2. WATERLINE PIPE MATERIAL 8" PIPE - PVC, DR -14 (AWWA C-900, CL. 200) 6" PIPE - PVC, DR -14 (AWWA C-900, CL. 200) 4" PIPE - PVC, DR -14 (AWWA 31E C-900, CL. 200) REFER TO WATERLINE DETAILS SHEET FOR EMBEDMENT AND BACKFILL REQUIREMENTS. 3. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY. 4. TRACER WIRE SHALL BE INSTALLED IN ALL WATERLINE TRENCHES IN ACCORDANCE WITH COLLEGE STATION REQUIREMENTS. 5. WATER SERVICE MATERIAL SHALL BE TYPE K COPPER TUBING. 6. WATER SERVICES SHALL NOT BE 312 ANY DEEPER THAN 3 FEET NOR ANY SHALLOWER THAN 2 AT THEIR TERMINUS AS COMPARED TO FINISHED GROUND. 7. ALL SERVICES SHOULD TERMINATE WITH A BALL VALVE INSTALLED BY THE DEVELOPER. V. 30E f, T-OlvLv Anyessi�dc s1rejt /} 304 iv . 11. - 7-• ! . rem j ve ' at V govt 1st e� c ren � 4S i�f, 4 PA06, h,_ 3 R J / NOTE: _, LINE / 4" WATERLINE TO BE ABANDONED IN PLACE /y / EXISTING DRIVEWAY � 5' PUE W.S. #8 - STA. 0+83.36 I i R mnnI REPLACE EXISTING SERVICE W/ (6" x 22.5' ,M.J. BENDr / 6" WATERLINE /-W-8 �\, V W.S. #6 - STA. 0+67.17 TIE EXISTING 1" W.S. INTO REMOVE & REPLACE SIDEWALK W.S. #7 - STA. 0+83.35 TIE EXISTING 1" W.S. INTO nnnnn,+rn n" .u•-rrnl ulr 12R STA. 1+57.12 6"x45' M.J. BEND STA. 1+59.12 REMOVE 8"X4" M.J. REDUCI AND CONNECT TO EXISTING WATERLINE WITH 8"X6" M.J. REDUCER _ STA. 1+62.13 EXISTING FIRE HYDRANT ASSEMBLY 11R \ THIS DOCUMENT I \ RELEASED FOR THE PURPOSE OF REVIEW ONLY UNDER THE AUTHORITY OF JO EPH P. SCHULTZ P.E., LICENSE N0. 65889, ON AUGUST 6, 2014. IT IS NOT TO BE USE[ FOR BIDDING OR CONSTRUCTION PURPOSES. PROFILE SCALE EXISTING 8" S-8 -' WATERLINE 1"=20' HORZ. _/7- O 4+00 159' LF OF 3+00 s nn W.a w -s W -s W -s ,,a � 'n: -''P ♦ ., F-. .s -. P- '. - Ar ,,•-'•L'.. 1A1 0y a. r.'N'�°�l. =.. I.. ..... aJ.-n `: i• O -.h al X y- i t 6 '> I-- �:a.. '.� PIa ->. .'I'. ei.. J '�h'e n>.._ a 'p�_ t->:••.i� 1 '� 6J' .D. I. �>. sl ti y -T^"•--� J %- 'D•9 -.y } �.'.ni. n a>Y-°.I . } d STRUCTURAL a0 O mN _BACKFILL 6" WATERLINECENTER OF PIPE TO CENTER OF N RWICH D _ .. m N PIPE FROM EXISTING 4" o WATERLINE Js— <CQ� PROFILE SCALE S-8 -' 1"=20' HORZ. N O 159' LF OF 1"-2' VERT' o � LL_ d STRUCTURAL a0 O mN _BACKFILL _ .. m N o Js— <CQ� of U CK W —� moo LL_ EXISTING F GROUND NOTE: 6" WATERLINE TO GO ABOVE 4" WATERLINE q MIN. WHERE THEY CROSS 4' MIN. Mai 0.729 MZ tnV5 d� o oN +Fz- ow Z Z o n W om W Z sQ �W X I¢ iW) ui g mw IU}z u- > o� M '``' ~ E: rOZ O+W 1w 6 x OpW �Z W '-O M Li m 7 o„� a v II o� w � w cp LLI�m F-Zw �`� W + +, oN >- -' ow> o rn3 5 M� m (n tom's 1” N W +w O+to c0 OQ X N ((N� Q cn c0 co d , o a p 00 o o 00ra II w U_ IIU = IIW op M uo LA_m II p N c.! c0 LL. +M W r� + �m m i0 + m U) r� 0 �r x (n c0 PIPEti CO o U) FLOWLINE ELEVATION c c j c j 0+00 1+00 PROFILE - 6" & 8" WATERLINE W-8 2+00 320 316 / 312 / 1 - I N P. 308 304 z 00,11 20 10 0 20 SCALE IN FEET 6" FIRE SPRINKLER LINE (PRIVATE) 6" ISOLATION VALVE HYDRANT ASSEMBLY FH No. W/ VERTICAL EXTENSI( Op W-6 • I7 W-4 W-4, p 7 .. NORWICH DRIVE . W.S. #5 - STA. 0+06.46 a EXTEND EXISTING 1" W.S. INTO c _ \ PROPOSED 6" WATERLINE -_• s -a -_ _ s -a s -s INSET A S-8 -' N O � LL_ d a0 O mN m N o Js— <CQ� U CK W —� moo LL_ 6" FIRE SPRINKLER LINE (PRIVATE) 6" ISOLATION VALVE HYDRANT ASSEMBLY FH No. W/ VERTICAL EXTENSI( Op W-6 • I7 W-4 W-4, p 7 .. NORWICH DRIVE . W.S. #5 - STA. 0+06.46 a EXTEND EXISTING 1" W.S. INTO c _ \ PROPOSED 6" WATERLINE -_• s -a -_ _ s -a s -s INSET A N+, S-8 -' N N+, THIS DOCUMENT IS! RELEASED FOR THE PURPOSE OF REVIEtW ONLY UNDER THE AUTHORITY OF JOSEPH P. SCHULTZ P.E., LICENSE NO. 65889, ON AUGUST 6, 20 4. IT IS NOT TO BE USED FOR BIDDING OR CONSTRUCTION PURPOSES. N M N e -i 0 Z W a m Ln 00 . � 00 L � c n F�— oo . otn *;3 rn a Ln M 0)J N to W r cn Lu NV SHEET 0 V) �L� cn v Q�5� 0 m N N mo i W N Q Q V) W U af W —� II o N M N e -i 0 Z W a m Ln 00 . � 00 L � c n F�— oo . otn *;3 rn a Ln M 0)J N to W r cn Lu NV SHEET �II II `_1111111 N M N e -i 0 Z W a m Ln 00 . � 00 L � c n F�— oo . otn *;3 rn a Ln M 0)J N to W r cn Lu NV SHEET