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14-191too OF ob ..........................to � ♦ JOSEPH P. SCHULTZ • 5• y> CASTLEGATE f Q Do D ♦ .......... COMMUNITY � �� D 68$$9 a' ! CENTER,.13R f Q Q(D D 0 D I SEA APP ING ON THIS ! Q DD D DO UMENT WAS AUTHORIZED BY JOSEPH P. SCHULTZ, P.E. 12R, 0 00 0.�\ , COORDINATE WITH PROPERTY OWNERS WHEN !i EXPECTING WATER OUTAGE Q 1 RDD D1OR ELBEASED ON AUGUST ' _ 6" FIRE / NOTE: 1 Q DDD INKLER LINE 4" WATERLINE TO BE STA. 1+55.00 Q D D D 6 x45 M.J. BEND (PR�ii(ATE) / ABANDONED IN PLACE ( DDD 0 �6 STA. 1+57.12 + D D D 6 x45' M.J. BEND ''•:`r:::�'. 1� 6" � THE RECONSTRUCTION" ISOLATION OF THE EXISTING STA. 1+59.12 Q Q1D D ••...:"'•' - �/ VALVE SIDEWALK TO BE SAME AS PREVIOUS REMOVE 8"X4" M.J. REDUCER - ( DDD _Q STA. -0+02.16 I AND CONNECT TO EXISTING S FIR1= HYDRANT ASSEMBLY FH No. 1 CONDITION OR BETTER WATERLINE WITH 8"X6" DDD D $ W/ VERTICAL EXTENSION - THE RECONSTRUCTION OF THE M.J. REDUCER _, SEE INSET A EXISTING DRIVEWAY TO BE SAME AS Q DD D I s g / \ PREVIOUS CONDITION OR BETTER 6" WATERLINE + STA. 1 DDD D - CENTER OF EXISTINGG FIRE IRE HYDRANT ASSEMBLY Q go Q I •,•` /� EXISTING PIPE TO + Sg DRIVEWAY CENTER OF DDD D + 5' PUE W.S. #8 - STA: 0+83.36 PIPE FROM Q D1D D STA. 0+13J7 EXISTING 4" I 6 x 22.5' M.J. BEND � REPLACE EXISTING SERVICE W/,� 1 Q DD D 8 5 LF OF 1" W.S. WATERLINE EXISTING $ .., .,:. WATERLINE DD � .. Q '7 - STA. 0+01 .93 \`'"�.._. W=,8 D D D g L 4+00 g-Mi W -8 -1•-----W-8 W-8 3+00 Z +00 r. -8 ems. rel m am me a= trsa ca cr c� >� t c� �. p ` 4-----_^.:> ," "fit` r: _ _ " W -fi r • 1 , '.; �i'•' •.e. ('�, '•tom' ©. 'Y Csa �A' CL s •> J 'j •>f': ,• 'S•'.''•• .1$01 '®i 7 r ' . t' • ''L : �:• - • � aei as esa emw®>®eft mes.-acamm S a STA. 0+49.99 U) 6" x 22.5' M.J. BEND / fn Z o ::. O W.S. 5 - TA. 0+06.46 `8 " - 1 # 6 WATERLINd o & REMOVE 1 .. EXTEND EXISTING W.S. INTO NORWICH ,{� , REPLACE ,• >:.: •• PROPOSED 6" TERLINE `\ / VV -S _ _. ..�;-..,--• SIDEWALK \ `I COORDINATE WITH PROPERTY OWNERS WHEN ''ar •R > EXPECTING WATER OUTAGE W.S. #6 -STA. 0+67.17 - • :, .i' a. " ( 11E EXISTING 1" W.S. INTO W.S. #7 STA. 0+83.35 ` '• •. >: PROPOSED 6" WATERLINE TIE EXISTING »1 W.S. INTO ..f PROPOSED 6 WATERLINE CJ •_� Z Jf• t•> r'•�.• COORDINATE WITH PROPERTY OWNERS WHEN COORDINATE WITH PROPERTY OWNERS WHEN EXPECTING WATER OUTAGE I EXPECTING WATER OUTAGE ( I 1 20 10 0 20 - ado .• f., ... - _ - - - . - 1 .. =.a:; •..� SCALE- IN FEET 320 ' 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) O C-900, CL 200) e PIPE - PVC, DR -14 (AWWA 3.16 cn u- - REFER TO WATERLINE DETAILS SHEET FOR EMBEDMENT AND BACKFILL REQUIREMENTS. 3. EXISTING GROUND PROFILE SHOWN IS BASED ON FIELD SURVEY. Q LY �,: O ACCORDANCE WITH COLLEGE STATION _ REQUIREMENTS. O:1 N N TYPE K COPPER TUBING. m 0 6. WATER SERVICES SHALL NOT BE ANY DEEPER THAN 3 FEET NOR ANY SHALLOWER THAN 2 AT THEIR w N FINISHED GROUND. l 1 i Z Z `- DEVELOPER. 308 304 ¢¢tn ���l.1- 5' PUE W.S. #8 - STA: 0+83.36 PIPE FROM Q D1D D STA. 0+13J7 EXISTING 4" I 6 x 22.5' M.J. BEND � REPLACE EXISTING SERVICE W/,� 1 Q DD D 8 5 LF OF 1" W.S. WATERLINE EXISTING $ .., .,:. WATERLINE DD � .. Q '7 - STA. 0+01 .93 \`'"�.._. W=,8 D D D g L 4+00 g-Mi W -8 -1•-----W-8 W-8 3+00 Z +00 r. -8 ems. rel m am me a= trsa ca cr c� >� t c� �. p ` 4-----_^.:> ," "fit` r: _ _ " W -fi r • 1 , '.; �i'•' •.e. ('�, '•tom' ©. 'Y Csa �A' CL s •> J 'j •>f': ,• 'S•'.''•• .1$01 '®i 7 r ' . t' • ''L : �:• - • � aei as esa emw®>®eft mes.-acamm S a STA. 0+49.99 U) 6" x 22.5' M.J. BEND / fn Z o ::. O W.S. 5 - TA. 0+06.46 `8 " - 1 # 6 WATERLINd o & REMOVE 1 .. EXTEND EXISTING W.S. INTO NORWICH ,{� , REPLACE ,• >:.: •• PROPOSED 6" TERLINE `\ / VV -S _ _. ..�;-..,--• SIDEWALK \ `I COORDINATE WITH PROPERTY OWNERS WHEN ''ar •R > EXPECTING WATER OUTAGE W.S. #6 -STA. 0+67.17 - • :, .i' a. " ( 11E EXISTING 1" W.S. INTO W.S. #7 STA. 0+83.35 ` '• •. >: PROPOSED 6" WATERLINE TIE EXISTING »1 W.S. INTO ..f PROPOSED 6 WATERLINE CJ •_� Z Jf• t•> r'•�.• COORDINATE WITH PROPERTY OWNERS WHEN COORDINATE WITH PROPERTY OWNERS WHEN EXPECTING WATER OUTAGE I EXPECTING WATER OUTAGE ( I 1 20 10 0 20 - ado .• f., ... - _ - - - . - 1 .. =.a:; •..� SCALE- IN FEET 320 n ' / ISOLATION / ®. VALVE 1 STA. -0+02.16 312 / FIRE HYDRANT ASSEMBLY FH No. 1 W/ VERTICAL EXTENSION. `' STA. 0+13.77 6" x 22.5' M.J. BAND cfi`s y"'"' / L*} .�." �s� + R( 0 7 D E-4XA (� F, i O�400 W-sD� ��' � � � C7 308 °0 c5 °° ' ,' °°� ._.- tr . a .....a -- •, l 0� QQ '71 I- ` a STA 0+49.99 f (f r"+.j � E 1 STA.60 60 T.93 EE 6" x 22.6' M.J. BEND 00 " " Z W W 304 NWICH OR DRIVE cn J s C.0 5_a co, I REVIEWED F W.S. #5 - STA. 0+06.46 COMPLIANCE SHEET EXTEND EXISTING 1" W.S. INTO ---"� PROPOSED 6" WATERLINE I Y AUG 2 9 7014 \� ' ' 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) e PIPE - PVC, DR -14 (AWWA 3.16 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. 312 6. WATER SERVICES SHALL NOT BE 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. 308 304 n ' / ISOLATION / ®. VALVE 1 STA. -0+02.16 312 / FIRE HYDRANT ASSEMBLY FH No. 1 W/ VERTICAL EXTENSION. `' STA. 0+13.77 6" x 22.5' M.J. BAND cfi`s y"'"' / L*} .�." �s� + R( 0 7 D E-4XA (� F, i O�400 W-sD� ��' � � � C7 308 °0 c5 °° ' ,' °°� ._.- tr . a .....a -- •, l 0� QQ '71 I- ` a STA 0+49.99 f (f r"+.j � E 1 STA.60 60 T.93 EE 6" x 22.6' M.J. BEND 00 " " Z W W 304 NWICH OR DRIVE cn J s C.0 5_a co, I REVIEWED F W.S. #5 - STA. 0+06.46 COMPLIANCE SHEET EXTEND EXISTING 1" W.S. INTO ---"� PROPOSED 6" WATERLINE I Y AUG 2 9 7014 \� ' i THRUST BLOCK NOTES: TEE SCHE ,ULE NOTES: STRAIGHT BALL VALVE W! PLUG p j ID RUS G` A OLU (2 F R DOUBLE SERVICE) -� GENERAL NOTES: 1. ALL CALCULATIONS ARE BASED ON INTERNAL i. NO SPLICES IN COPPER TUBING WILL BE ALLOWED NOTE. in tons ti - ft o.. 6. ALL FITTING SMALL BE MECHANlCL JOINTS UNLESS ,!`:. _ _: �.:' PRESSURE OF 200 si FOR 24 AND SMALLER FOR SINGLE SERVICE F BETWEEN THE SERVICE q O CLODS p 468 5.1 1.57-5 0.3 LE AND THE WYE FOR DOUBLE SERVICE. 1-112'B BALL VARVE 1. VALVE EXTENSION TO BE USED i. FINELY DIVIDED MALL FREE OF ROCK, ND AANaND OTHERWISE DIRECTED. p « INNER DIAMETER PIPE,SADDLE ( L-• -^ -0- GATE VALVE EXCEEDING 6 SHALL BE PLACED BY HAND ONLY WHEN TOP OF O A DEPTH OF OSER THAN 24 X 24 X 6" 1012 11. 3,5 0.6 FOR DOUBLE SERVICE - _ - « « « COMPACTED ARCI D THE CAST IRON PtPE� T ALL BE LOCATED NO CL 28•DAY CONCRETE ROM C N 7. HYDRANTS SH � a 2: ALL BEARING SURFACES OF THRUST BLOCKS 2. IT SHALL BE THE RESPONSiB1UTY OF THE CONTRACTOR bNLY) � �_ �' ! d 24 X 24 X 6 iS DEEPER THAN 5 FEET F 12" OVER THE TO OF THE PIPE BEFORE BACKFILL IS BEGUN 28 -DAY CONCRETE FINISHED GRADE. % SFE MEASURED FROM THE BACK OF CURB TO THE ' STRENGTH R ARO psi SHALL BE PLAED AGAINST UNDISTURBED TO PRESSURE TEST HAVE IMMEDIATELY AFTER THE -- 4' MIN.-- - -- - - STRENGTH a 2000 psi BY ANY MECHANiJAL EQUIPMENT. FACE OF THE STEAMER ON THE FIRE HYDRANT. pON,j WITH #b BAR AROUND EARTH OR ROCK.STREET CROSSINGS HAVE BEEN INSTALLED. WITH #4 BAR AROUND 2, ALL VALVE OPERATING NUT E LL BE - 28 DAY CONCRETE OF FIRE HYDRANT THEN ii ALL VALVE BOX. E BOX. EXTENSIONS ARE TO BE MADE 2, ALL CONCRET . LOCKING SHALL $. IF MAIN VALVE IS WITHIN 50 FEET • l...:.._. 3. CONCRETE FOR BLOCKING SHALL BE 2000 psf. 3. MARK EACH SERVICE END WITH METAL'T' POST ARR VALV EL SIZED AS NOTED STRENGTH = 20gpst. ASSEMBLY VARVE MAY BE OMITTED dN A DEAD END HYDRANT OF STE PAINTED BLUE. 2 F LEAD WITH NO ADDITIONAL CONNECTIONS. © 4, DIMENSIONS MAY BE VARIED AS REQUIRED BY �I- '� W A L.::_..._..� AND PAINTED WITW TWO (j 3. ALLTHRUST BLOCKING SHALL PROVIDE A MINIMUM O A ' METAL PAINT. F CONCRETE ON FIELD WHERE AND AS DIRECTED BY TWE 4. MATERIAL USED SHALL BE AS SPECIFIED OR AN COATS OF M A 2 SQUARE FEET OF BEARING AREA 0 HEIGHT OF FIRE HYDRANT MEASURED FROM THE STEAMER ED BY ENGINEER. 8• ENGINEER. THE VOLUME OF CONCRETE APPROVED EQUAL. �� FOR MATERIAL REQUIREMENION 33 TS DQLTI3LE SERVICE IC RATED COPPERHEAD 3, EXTENSIONS SHALL BE A MINIMUM UNDISTURBED SOIL, OR AS DIRECT NOZZLE SHALL BE i8 TO 241NCHES ABOVE NEAREST FINAL r/�E�J�j j _ j BLOCKING SHALL NOT BE LESS THAN SMOWN TRAFF TEST STATION OR SNAKEPIT OF ONE (i) FOOT LONG. 4. WATER MAINS WILL NOT BE FULLY PRESSURIZED UNTIL GRADE. HERE. 5. ALL CONNECTIONS TO BE COMPRESSION TYPE. APPROVED EQUAL CONCRETE HAS REACHED 7 DAY STRENGTH. 4. VARVE BOX LIDS LOCATED ON 5. WATER MAIN SHALL NOT G PRESSURIZED UNTIE 6. ALL SERVICE WITH T & EXTENSIONS ARE TO BE FIRE E B RRELL ALL CONCRETE BROOKING HAS REACHED 1500 psi. INSTALLED WITH THE MAIN LINE CONSTRUCTION. VALVES TO ISOLATE{, ALL PIPE WILL BE LAID SO AS THE ENTIRE A SUPPRESSION LINES FROM PUBLIC E FULL BEARING ON THE FINE GRADED STANDARD FIRE HYDRAN NOTE: ' CONC. CURB & GUTTER 9 ES SHALE BE AMPro WILL HAV F L BE CUT FOR 7. METERS AND VALVE BOXES SHALE E. PLACED WATER LIN TRENCH BO TOM. BELL HOLES SHALL USE POLYETHYLENE WRAP OR BY THE CITY UPON PAYMENT OF FEE. 77 7 T/A -A USA LL562 LOCKABLE LiD. L NO E YDRANT. GATE VALVE EACH BEL A FiR H WNARVI=BOX HORIZONTAL THRUST BLOCK SCHEDULE EQUAL BETWEP.N CONCRETE x / ALL BE MARKED WITH A LATH WATER LINE S REQUIREC) + STANDARD FIRE HYDRANT 1' MIN. TED COPPERHEAD STEAMER NOZZLE CHAINS TRAFFIC RA BOX Y TEE OR TAPPING R SPECS WITH 8E REMOVED B PER O SNAKEPIT TEST STATION OR VALVE BOX VALUE BOX PER SPECS T APPROVED EQUAL EXTENSION AS NEEDED CONTRACTOR PRIOR TO SLEEVE &VALVE 1 2" SQUARE AWWA NUT CITY'S ACCEPTANCE OF AS REQUIRED As EXTENSION WITH A "�A WORK. REpU1RED CENTERING COLLAR. DE FINISHED GRADE TERMINATEb T FROM TO OF BOX. •'y - 1 _ URY LINE ANCHOR 90° BEND BEND SIZE (ft) () (ft) (n) (ft) VOLUME c. 90 ° 6,8" 5.0 1.5 1.5 0.9 2.7 0.4 10,i2" 6.5 2.5 1.5 1.2 4.0 1.0 45 6,$" 2.0 2.0 1.5 0.9 1.5 0.2 10,12" 3.5 2.5 1.5 1.2 2.2 0.5 ° 'S 6,8" 1.6 10,12" 2.0 1.5 2.5 1.5 1.5 0.9 1.2 0.8 1.1 0.1 0.3 6,8" 1.0 1.5 1.5 0.9 0.4 0.1 11.25° t.14,12 1.5 i.5 1.5 1,2 0.6 0.1 & PLUG TO PR ENT CONCRETE $• LOT CORNERS SH / / A. FROM STICKING TO PLUG. UNDER THE SUPERVISION F A RPLS UPON . • : A COMPLETION OF CONSTRUCTION. ' ' • ' 12" MIN: 24" MAX. STRAIGHT BALL VALVEM1 WITH PLUG (2 FOR DOUBLE SERVICE) ) � I APPROVED SERVICE SADDLES FOR DUCTILE AND PVC OR 4• IN. TAPPED TEE A As go ARIES.DATE VALV y1WIVALVE BOX z {2 FOR DOUBLE SERVICE) NG 2"SQUARE AWWANUT r�'+ I s" STA. STANDARD Fit HYDRANT } O CK D E 1 A LS EXTENSION WITH L THRUST BL TERING COLLAR. a GATE VA E CEN 3 1_112"X 1"BRASS WYE TERMINATE TO 5 WITH SS ORS EE NOT 8 6 D.I. OR C909 PIPE +p (1 FOR DOUBLE SERVICE) 4 FROM TOP OF BOX. s (S } 8" MJ ANCHOR CONCRETE SHALL NOT CORP STOP _ D T LVE COUPLING POUR CONCRETE AGAINST BEYOND JOINTS "TYPE K COPPER TUBING iSINGLE SERVICE tips � q E vp E TH EXTEND W15fiINLE$5 _ A C900 a UNDISTURBED AR ) - AWW i-112" TYPE K COPPER TUBI G (aOUBLE SERVICE) 1.112" BALL VALVE � PRESSURE PIPE STEEL BOLTS E � PEA GRAVEL -FILL. WATER UNE SEE NOT 1) FOR DOUBLE SERVICE CON RET ONLY) BLOCKING ( TO i FT. ABOVE C 14 g.INSUL.ATED CATION .o" WATER gg pvo or: D.I.RIPE � ••' ''�:�::<;.. WEEP HOLE FIRE HYDRANT I,O i COPPERTRACER _ TRENCH NEW WATER SERVICE . :..::..: •�::rs;?.; THRUST BLOCK ,.. •. _ PIPE WIRE NEEDED •�. -� REALIGN AS :x;.•,. • �••`r �. (SIXORTANDLONGSIDEl W2-0 2" i2"x4" . TEE OR TAPPIN BROOK USING i x F ' .... , . 1 PRECAST CONCRETE ` . • • . . �. SLEEVE & VALVE ECHANICAR JOINT • } .. ,� X ,; : • ' •' BLOCK AS DIRECTED. A5 REQUIRED W TH SET SCREW BLOCK :, ,'::. •,•moi - 4•':•: - t ''"•'j�• "" '' '•'• '• '�• THRUST STRUCTURAL8AGKFIL.L.AREA INCLUDES . MIN. DIMENSION APPROX. RETAINER GLANDS :'' :: " „ ; '•' ALL PAVED AREAS SIDEWALKS STREETS, ALLEYS, UALTO ONE BAG OF OR MEGA RUGS 6 X 12 GRAOELOK EQ m :; :'+ : : ; ; a ;'•',+'•;;: ,',:+; DRIVEWAYS,AND P�RK{NG AREAS AND SHALL SACKRETE WiM.J. SPLIT GLANDS STANDARD ARD FIRE (ROTATE TO FINAL GRADE] EXTEND 5' BEYOND THE CURB UN STRUCTURAL 2. BLOCK AS DIRECTED (R IOPT • O)VAI� BACKFILL SHALL BE CEMENT STABILIZED {SEE SE1 � :' •+ • . • ' ' '•: •- ' '• PIPE DETAIL W4-42-AREASTO BE PAVED) OR EXCAVATED NEAREST BEER MAX • " MAX MAX 6'$" TYP. 6'8" TYP. MAX HYDRANT AS (]�J'j ..::.•.,..; ... M V Y 1 0 r, .,v.. ... ° BOX. .; ; • ,•; ; , •. �• JOINT SOIL COMPACTED TO 98/° MAXIMU ORY DENSITY AS GATE VALVE & iJ.l1 -/� n ' �; : PER ASTM 0698 WITHIN OPTIMUM TO f4% WET OF JOINT �TYP. « W L 0 V EA. ENu) 1 MAX ' T T „! ; ' t; i OPTIMUM (SEE OtTAtL W4.02 -HON-STRUCTURAL LR. INNER K 01P• AREAS) 2" SQUARE x 2" HIGH TRAFFIC RATED REFER TO TECHNICAL SECTION COPPERHEAD 09 0312 FOR TRACER WIRE 1'-0" OPERATING NUT SNAKEPIT TEST INSTALLATION -TRAFFIC RATED COPPERHEAD POUR CONCRETE �@ STATION OR SNAKEPIT TEST STATION OR C DlA AGAINST UNDISTURBED\P `" EARTH BtG ��w 5' � 1" MIN. CLE. APPROVED EQUAL APPROVED EQUAL T T , } _.�.^.!!1. Y Y M - , 8" iYP - _ e GROUND LEVEL v STEEL CASING �•� sECTro.N_ �+ ., „ .. ,; • anvrr nnvn �: ; . ".::, _ C QP P¢� GABBIER PIPE -CASING SPACER 24 x24 tt! G 1 -PC. PULL -ON WATER ( } CONCRETE PAD r>r TiGHT NEOPRENE END 90 « (STD.) _ -•I 1'"0` . � y�' O� SEAL Wi STN. 5TL. ADJUSTABLE RUNNERS 24 � � TO MAINTAIN 1"MAH CLE.... OPERATING NUT MAX. METAL VALVE DE7 ECTOR TAPE METAL DETECTOR TAPE z,:. p� ¢`� PAVEMENT AREAS CLAMPS APS" OR MAX EXTENSION Cd b" DIA x 118" MIN •'`! .t OY `.��s \� O "PSI" 5" DIA xE/8" MINSTEEL j` STEEL CASING PLATE w! 90* OUT -OUT O ... .i � �. BIC BAND CLA P " ;? aIn ATSPRWGUNE •- mao :�_ ::, :•.: 'SIQEWA)!(, NOTE: CASING SPACERS STE .� DE BAND STAINLESS . EEL (TYPE 304) � MIN. 4 -RUNNER MIN. {THRU 24 DIA TRACING WIRE -• U TRACER WIRE SHALL END POUR AGAINST 5' CASING) IA 6-R CASING) TAI PROVIDE 4 NEOPRENE INSULATION SLEEVE 1" DiA STEEL ROD 14go SOLID AT A TEST STATION. RUNNERS AT . COPPER- :.; �^ UNDISTURBED (24"-42-D[A. CASING) STAINI-ESS BETWEEN PIPE AND BAND EA SSTL. TYPI 8"WIDE BANK BOTTOM MIN SQUARE SOCKET W! POLYMER l�tUNNERS; CENTERED POLYMER RUNNER (TYP} 2" DIA INSIDE OR NON -CENTERED* CLEAR BELL, 2114" DEPTH TWO $18" SET SCREWS ON 'TYPICAL UTILITY PIPE RESTRAINED FROM �LOTAT' 0 N; „ (118" MIN WALL EITHER SIDETO LOCK THE TYPICAL UTILITY PiPE rZ{ili� rX�LISrBLUCK. INSULATED"'APS, INC., MO . SS18 THICKNESS) OPERATING NUT. SCREWS 1 B FLUSH WITH STRUCTURAL BACKFILL AREA GR "GASCAbE" ARE TO E DEAD END DETAIL OUTSIDE EDGE OF BOTTOM * TRACER WIRE MUST BE INSTALLED J CASING SOCKET TYPICAL HORIZONTAL DIRECTLY ABOVE THE PIPE. - W2-03 EXTENSION THRUST BLOCK W2-00 - �...� W2-02 GATE VALVE UTILITY PIPE LOCATION MATERIALS W1-03 W1-0� i NOTE: GATE VALVE NOTE: G ALVE 1. FOR MORE INFORMATION ON WATER ANO SEWER UNE CROSSING SEE 01 TY WNALVE BOX NOTES: q v OR MORE INFORMATION ON WATER AND SEWER UNE CROSSING SEE CITY WNALVE BOX STANDARD SPECIFICATION FOR WATER AND SEWER LINE CONSTRUCTION 1. FURNISH AS SHOWN ON PLANS PIPELINE 1. F R ' AND ON ALL VALVE SiGN POSTS. WARNING SIGN MAIN LINE STANDARD SPECIFICATION FOR WATER AND SEWER RINE CONSTRUCTION 2, STEEL CASING SHALL BE AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS. MEGALUG OR BLACK 2. SIGNS TO BE CONSTRUCTED 2. STEER CASING SHALL BE A5 SPECIFIED IN THE TECHNICAL SPECIFICATIONS. SETSCREW A 3. DRY BORING lSREQWRED. 10' TEXT FROM 24 GA. STEEL BAKED ON o ' o' 3. DRY BORING PREFERRED, WET BORING ALLOWED ONLY WHEN.APPROVEO BY RETAINER WARN 1 N G ENAMEL FINISH. FURNISH ONE 4. PiPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAN ITTIES INTO WARNING AND ONE VALVE SIGN • THE CITY ENGINEER. WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE PULLED ABOVE TllPARALLEL it � UNDISTURBED 10" AND ONE POST FOR EACH VALVE v : TEE OR TAPPING 'UNDERGROUND PIPELINE o • , 4. PIPE CROSSING A ROADWAY SHALL BE INSTALLED ABOVE THE MAiN iT TIES INTO TEE ORTAPPING MAfN. SLEEVE &VALVE DIRT CONTACT THE CITY INSTALLED AND AT OTHER v .. o 0 •, ,• • . BEFORE EXCAVATING LOCATIONS AS SHOWN ON PLANS. • ° • ' WITH A BEND SUCH THAT THE CARRIER PIPE CAN BE FULL ED ABOVE THE PARALLEL SLEEVE &VALVE AS REQUIRED MAIN. AS REQUIRED ENCASEMENT FURNISH SAME NUMBER OF WATER LINE X -V MIN. ENCASEMENT 2'-0"MIN' WATER UNE HOULDER V RIE 24"MIN. `�, REPLACEMENT SIGNS AS FOR EACH W :> END PL LINE YELLOW INSTALLED {{OMITTING VALVE M. J. TEE WATERLINE CAPIPLUG BACKGROUND 4 NUMBER ON VALVE SIGN ° ` • OR GROSS OPEN CUT .• « , (NOT A SEPARATE PAY lTM) OPEN CUT 5 0 W!D OF PAVE ENT 5 -0 VALV ( LIMIT WIDTH OF PAVEMENT LIMIT MIN. ( MiN. E 'Z` `l 7" N0. XX NX 6 BEDDING SAND 2" BLACK PRESSURE CONCRETE SLAB �._._ N TO BE ADDED AFTER BASIC SIGN HAS BEEN • . SIDEWALK MAY 3'-0" BEROW DITCH FLOW UNE. GATE VALVE PAINTED. ;: : ' GATE VARVE 3'-4" MIN. BE OPEN OUT l• ITE 0" OR BORED AS .t NOTE: A BACKGRdUNa MJ PLUG DIMENSION FOR CONCRETE 24 DIRECTED 8Y CARRIER PIPE CONCRETE SIZE MIN. THE ENGINEER VARIES WITH WATERLINE�lll+, y�! `� ' ` ` STEEL CASING STEEL CASING PLAN ..... • AS REQUIRED CARRIER PIPE PIPELINE WARNING SIGN TYPICAL RURAL STREET CROSSING, VALVE IDENTIFICATION SIGN TYPICAL URBAN CITY STREET CROSSING�OO=W4-01 G D 4'-0" 8' BLUE HEAVY DUTY, WING Gp T IRON VA .VE SHAFT OXCOVEREXTENSION ` UNDISTURBED DIRT COMPA TE CHANNEL POST 4.0 SELECT FILL 2' K 4' X 6" 2' X 4' X 6" CONCRETE SLAB BOTTO-ORIGINAL GROUND OR tea•- r«'xr•-.•c•�,.�r��.tK ESLAB SELECT BOTTOM OF SUB -GRADE NOTES. dl' 't;� s+^ MEGALUG r . Wit; : < c r,., y_ c CONCRET ® r as n.e• , r .. •d"'' aT,. ' '%% t :: •' i rT�•-,, ^- r MATERIAL EXCAVATED FROM THE DITCH tWHICH IS FREE OF i. FOR BEDD/NGAND7RENCHlNGW/THlNALL EXISTING PiPE ,,5� x •.r.*f ?? ttL• r ••,. .>. ROCKS LUMPS CLODS OROEBRISRAt6V ANTWO(2) NAt/EDAREAS SEEDETAILSFOROAENCUlSTREETS. r �,:ra,�;�>..c...a ;'=ar<::�?Ic`L~ar .•ss>.ss?rk ., E/N RECONSTRUCTED. INCHES IN THE LARGEST DIMENSION COMPACTED TO A (Deialls 5T4 -OIL, ST4-07, ST4-0Z TH/S NOTEDDES « ........., •......,......: .:..•, .. • • . « NOT GREATER MINIMUM OF 909/a OF MAXIMUM DENSITYAS DETERMINED BY • ..,.1•.../•... , ..... •.: ..•. .. ... .. . •• '. G TU�ECONTENTW1THtN . �is�,.>:x.: ..,_ s MIN. t �..... .......... ....... ....._ ......., 4 0 ° ( , ^ „ . t, .. ..�., , NaTApPLrras7REEJ'SB BACK FILL � F •„ l ,:r •.,;' THAN 45 ASTM 0698 STANDARD AT A MOTS 2 J h•^•f'' ,,.•,;., � 'Y OPTIMUMTCt•�4/o OFO�TlMUMUNOERNQN-STRUCTURAL t.,'?Et.��si:3�;�; QA SELECT MATERIAL 2. EVERY9DOFEETPROVIDEAWATERSTOPBLOCK �I R/AL Erl'fATE .. • �, t .. , ... ' „ . TA AREAS Ie...YARDS, PASTURES, EASEMENTS) AND TO A (=- COMPOSED QFCEMENTSAND DRNAT/V :! •: •• ;•••... i G G ° S DETERMINED �,? :; °;`" t' :`';' :'; ' DEPEND/NGDNEINBED/NENT. BLQCKSAR64- E6FEET ::...::...:::..:: ; , ..,; .....;....,;. 6 'DIP WIT SEND N t CEMENT D SAND . FLOW CONTROL p MINIMUM OF 98STANDARDAT A MOS URE ONTENT WITHIN r't„ ;r CCE STABILIZED /NLENGTH NOBEODING SAND IN TN/SAREA. •.:;..g; •::.::> :..: <:,.: ;:.. • AMERICAN Gi AN0 AT BEND AN -el { ) . t , BY ASTM D698 STANDARD AT A MOiSTUR G UAL . • . N APPROVED EQ C EAS ADAPTER OR A o STREET AR A ) NEW �-••-- .,::• .. O SELECT MATERIAL ....•.........,..... PRUG. + ° O OPTItVIUM UNDER G� OPTIMUM TO d/ F « „ :: �:::::. �:::. c:•=,';, 8"- i2"MAX. .= ., .;:fit; : s. 3. ALL BEDDING & INSTALLATION OF PVC PIPE SHAD. i 8 -12 MAX 'A BERECONSTRUCTEO. .�:.:;::N:;:rj:; • �r:t•::^ MANUALLYCdNSORIDATE BEINACCOROANCEWtTHANSt1AWWASTANDARDS AND STREETS TO ( •::: .;�:. 12 MIN. O (� MANUALLY CONSOLIDATE : B ( M MOISTURE) •:;: AT OP TIMU FOR PVC PIPE. ti %, AT OPTIMUM MO! ) G • g a IPE i • LE IRON P i DUCTILE O NOF t to •.. & INSTALLATION t LLLBEI G IN IAL i 4. AL LAR MATERIAL ':e:: B GRAN 21.50 O AN511Aww •CON CRETE :�•�: � .,. ;��• SHALL IN ACCORDANCE DA N CE WITH • ti r E SAND WHICH IS FREE H �� . � � � �� � „ � MATERIAL SHALL BE SANK RUN R �• � ..:��. , ,.••• • ..... + A A THRUST BLOCK ENTAL QUANTITIES OF CLAY DEBRIS, OR ORGANIC .it ?;; ;; ._:: c:; « :: t; },"; :? srcrroN MATERIAL ANO WHICH, WHEN TESTED <Y STANDARD 4" 4 r "'`' S. COMPACTION SHALE BE ATTAINED BY MECHANICAL " LL PLACED ON ' LABORATORY METHODS, MEET THE FOLLOWING REQUIREMENTS: UNDISTURBED SOIL j UNDISTURBED SOIL TAMPING. RESTRAINED JOiNT a M. J. E 45 ~ ~ {., - NOTEt WI THRUST BLOCK UNDISTURBED SOIL INSTALL ANCHOR COUPLING MAXIMUM LIQUID LIMTC PIPE 6. RELATIVE COMPACTION SHALL 8E TESTED !N THE COMPACTION WITHIN LIMITS AND REDUCER AS REQUIRED MAXIMUM PLASTICITY INDEX 15 O D. O.D. COM ° MAXIMUM PERCENT PASSING NO. 200 SIEVE a 6 PLACE METAL DETECTOR " PRESENCE LT NoFTHE FRCITOM ENGINEER. OF ASSEMBLY SHALL BE 85/0 MINIMUM PERCENT PASSING 3t4"SIEVE, `� 6" MIN.fi2" MAX. 7. DUST RESULTING FROM THE CONTRACTOR'S (j' STANDARD DENSITY PER 6"MIN./12"MAX• TAPE AT A MINIMUM OF 24" PERFORMANCE OF THE WORK EITHER INSIDE OR END OF LINE BLOCKING, ASTM 0698 IN-LINE BLOW OFF ASSEMBLY THE MATERIALS HALL A FREE SHALE ABOVETOPOFPiPE BYTHECONTR CONTRACTOR. -WAY, SHALL BE CONTROLLED •T 7C NOT ADHERE TO FORM A BARL WHEN PRESSED IN THE HAND. riJ?L+�tQ,cS' 7'Q .I�L+' PA V.rED BY THE CONTRACTOR. vv -3-01 Ai(�ni-STRUCTURAL. OR ST.RELTS TU BE 8. ALLTRENCHES SHALL BE BACK FILLED AND TEMPORARY © CEMENT STABILIZED SAND AREAS PAVING OR PLATING PLACED AT THE END OF EACH NOTE: BRONZE INSECT SCREEN GALV. ELL 1�'LCON.S`TIZL%GTEU WORKING DAY. 1, EMBED COPPER LiNE IN TAMPED SAND FROM WiS.S. HOSE CLAMP GALV. NIPPLE I I .''REMOVE AND DISCARD BRYAN UNDISTURBED SOIL TO 6" ABOVE AND ON BOTH AIR ftELEASENACUUM i Y'� Af?ER USE MJ PLUG VALVE BOX AND SHAFT EXTENSION C HY �� SIDES OF COPPER PIPE. CAST IRON VALVE BOX COVER BREAKER VARVE j i EXIST. GRADE 4'-0' T'� T1 T !!''''''++ T1 TRENCH l'''� �T (�1 '(� T �•t � S?,. 'D'L� PAYMENT FOR IO ITEM OF"AIR RELEASE VALVE" VALMATIG MODEL 101 1") 2" METER BOX WITH t I ETJ D IN l7 AND 1 RL,' NCH FOR •+�.� I PIPE tax. PVC P I.0 L' The Cool Life, Texas L�le.- 2 SDTAI NCC UDtAG MAIN ERIALS,ANE PING SADDLE. OR APPROVEDEQ AL CAST LID (i « B SOH. 40 GALV. PIPE • . 2 X V X 6 CONCRETE SLAB W4-0 f AFTER BLOW -OFF 3. PIPE SIZE SHALL SE 1" OR 2 MALE QUICK AMERICAN FLOW CONTROL 4. SIZE OF LINES AND VALVES MAY SE MODIFIED BY/INSTALL CONNECTION & CAP TRENCH ADAPTER THE ENGINEER EXIST. GRADE . OR AN QUALAPPROVED ITL' i `i Ji �1[� L1L-r NOTES: E►7: HOT -BOX POLY ROX T. 4" APPROVED MODEL PNRI {i ) W{TH- BRASS BALK VALVE PIPE MATERIAE MJ TAPPED CAP ALL AREAS WHERE EXISTING VEGETATION AND GRASS COVER HAVE BEEN BARED BY CONSTRUCTION SHALL BE ADEQUATELY HEAT OR MODEL PHR2- (2 WITH HEAT OR APPROVE IRON PIPE THREAD BLOCK SODDED OR HYOROMULCHEO AND WATERED UNTIL EQUAL COMPRESSION FITTING BRASS THREAD PIPE WATER GROWTH IS ESTABLISHED, IN DEVELOPED AREAS WHERE GRASS AND SAL! VALVE MAN tS PRESENT BLOCK SOD WILE 8E REQUIRED. BARED AREAS SHALL BE SEEDED OR SODDED WITHIN 14 CALENDAR DAYS OF COPPER EXPOSED TO (LAST DISTURBANCE. DRAWN D Y : C.L.M. " X 3' X 3' CONCRETE PAD FOR i" PIPE CONCRETE SHALL BE BRASS ELR MJ TAPPED CAP " X 5' X 3' CONCRETE AAD FOR 2" PlPE� SLEEVED WITH APPROVED APPROVED EROSION CONTROL MEASURES MUST BE INSTALLED COPPER PIPE SLEEVING CONCRETE BLOCKING TO DURWG THE ENTIRE TIMETHAT EARTH HAS BEEN BARED BY BLOCKING TO 4 M. J, ELL PLACED ON CONSTRUCTION ANO SHALL STAY IN PLACE UNTIL ACCEPTABLE DATE' 08-01-12 CONCRETEWATER BE IN ACCORDANCE WITH BE IN ACCORDANCE WITH UNDISTURBED SOIL VEGETATIVE GROWTH IS ESTABLISHED AFTER CONSTRUCTION IS TYPE "K"COPPER TUBING BE IN W3.00 MAIN DETAIL W3.00 COMPLETE AND THEN REMOVED BY CONTRACTOR. SCALE: N Y S LL EROSION CONTROL MEASURES SHOULD BE CLEANED OF NIPPLE tr T` ILTAFTEREVERYRAiN. APPROVED: W. Pl. K. BRASSN 4 END OF LIN STA OF VEGETATION MAY BE A WARRANTY ITEM. F j G U R E TAPPING SADDLE Wl �'; [,� CORPORATION STOP. 2" BLOW -OFF RISER BLOW -OFF �r AIR RELEASE VALVE & VACUUM CHECK VALVE W3-02 W3-03 W3-04 SHEET 1 OF 2