|
1. OETAItS 91OWN FOR VAL YES ON HYDRANT IATFRAL5
<br />:U STURBED EAR IH - SHALL ALSO APPLY TO VALVES ON MAI N5
<br />J _ISI OF APPROVED RATES? I ALS MAYBE OBTAINED FROM
<br />DEPT OF PUBLIC WORKS (TYPES SHOWN FOA
<br />TL(USIRAIICM' ONLY)
<br />1 IT LENCFH TO 1 A.
<br />FJMPER OUTLET T vAL VC 6.L'!'Vw ':'
<br />BE 2 WHERE LATERAL ;l HYD
<br />O(1 LE O EALL STREET SFA (f0 IN SELECT SYSTEM ROADWAY 'NHICN WILL
<br />72" BEHIND SIt) NOT K- - (SEE OET_L W-10) ' SO SPfCFICo.
<br />WHERE APPt !CABG E J' NTN, - AL JOINTS i0 BE FLANCCD ARE OR RESTRAINT
<br />AS APPROVED BY DISFRICT,
<br />.� :. ALL VALVES i0 BE NRAPR£0 w/ dMIL PDG YFTNYL ENE
<br />10 ICIINSULATED WIRE TAPED TO FOP OF PIPE N ALL
<br />HYDRi FT Ni LATERALS C^dJGER THAN 10 -ILLI.
<br />CON„ TE T - FLANGE BY BLOCK HUB GATS _ ��
<br />FGR £(dCH BASEE N VIMUM -` CONCEIT TE BI OCKING �---
<br />HEARING ARE, Si, 4E7 \ �-_- VALVE _ LOCKEFORD CSD
<br />1' rnNSTRUCTION STANDARDS
<br />lL) _ �_ % _ WATER
<br />I" 116 MA IST
<br />UNO(STGARID EARTH U X I J,
<br />MAIN IN EASE44CNT'� FIRE HYC.--'ANT Ia 3TA`,LATION
<br />_y - CONCRETE
<br />SCALE: NONE
<br />DATE AUGUST 2003 w-11
<br />N BY: JAT
<br />/2' y
<br />BOL T
<br />-L
<br />511E' 1 t"L
<br />LETTER 'S' AT
<br />CENTER OF COVER
<br />t FACE -,(///II
<br />DOX
<br />VER
<br />AS
<br />VOLS:
<br />p I
<br />FINISH GRADE
<br />VERTICAL DATUM
<br />\\
<br />W 1, i__.
<br />YGI
<br />7.
<br />TRACING WIRE THROUGH VALVE BOXES SHALL BE PLACED OUTSIDE OF
<br />r
<br />NEER OF PICK HGLL
<br />>•_A�i Iy -
<br />-£ET GRADE
<br />e
<br />RISER BUT INSIDE OF BOX.
<br />Ne. ]3444
<br />6 .- CONI. COLLAR (UNPAVED)
<br />rGROUNO LINE SEWER PLBG CODE
<br />G.: G.S. BE.'.';)." MARK
<br />J
<br />L.,F ERYS.
<br />--
<br />nr
<br />DNSTRUC
<br />1"- CHRISTY B-16
<br />2
<br />O
<br />C /STY PRECAST CONCRET-
<br />[".
<br />TRACING WIRE SHALL BE SPL /'FD INSIDE THE VALVE BOX PER AND
<br />UNrAVED u�
<br />AREA
<br />J� v r17960".
<br />� 80X 8-30 W/STEEL COYER
<br />q,,I
<br />Pq VfD
<br />iNSTAL.E JN
<br />SHOWN ON PLANS
<br />SHALL LOOP WITHIN THE VALVE BOX WITH l8" OF SLACK WIRE.
<br />(1
<br />IN
<br />MAIN- ANI, <MALLE
<br />.RSA
<br />COPPER TUBIN. K SOFT W/
<br />3.
<br />ALL GATE AMC, BUTTERFLY VALVES SHALL BE CENTERED IN A ONE PIECE
<br />RISER STOCK THE
<br />(9)\-®
<br />4. FIELD CUT PIPE JO/NTS SHALL USE
<br />PVC TAPE WRAP, DOL WRAP
<br />HEADWALL &M.EL. 102.14
<br />IN TRAFFIC AREAS,
<br />AN" ' ER S�_
<br />WITH USE OF A RISER ALINER.
<br />EYP, 3
<br />BE
<br />BE RATED FOB N/20
<br />-1/4"R x 2"
<br />S0.
<br />4-
<br />OPERATOR NUTS DEEPER THAN 40 INCHES FROM FINISH GRADE SHALL
<br />CO!,UiRU N J ANDARDS
<br />COMPRESSION
<br />Ex, 3 -al -os
<br />_
<br />REQUIRE A VALVE NOT EXTENSION 2 FEET MINIMUM 1N LENGTH-
<br />:E fAIL
<br />1
<br />.__
<br />,
<br />REVISIONS:
<br />L
<br />:URL SD
<br />l
<br />M TAPPED LAP W/ HYLON
<br />-
<br />O.D.
<br />x 1/4"R
<br />5,
<br />VALVE BOXES LOCATED IN A PAVED AREA SHALL BE PLACED IN A 6"x6"
<br />BUTTERFLY VALVE
<br />-L--
<br />OR
<br />CONCRETE COLLAR. PLACEMENT SHALL BE CONTIGUOUS WITH THE
<br />OR
<br />I
<br />6..
<br />0.0.
<br />x 1/4"R
<br />UNDERSIDE OF THE PROPOSED PAVEMENT.
<br />GATE VALVE
<br />t
<br />6.
<br />VALVE BOXES LOCATED IN AN UNPAVED AREA SHALL BE PLACED IN A 12'"
<br />-- -
<br />IY
<br />I
<br />I
<br />I
<br />'
<br />\
<br />�-
<br />VALVE
<br />REOVHAEC
<br />OF 40
<br />M AVLAAAAOF
<br />CONNECTOR,
<br />VINYL
<br />_TRACING_
<br />-�
<br />STEEL
<br />1/4"R x 2-1/2"
<br />DRILL & TAP
<br />FOR 2 SET SCREWS
<br />^' IABRICATiO.N
<br />TO [ 12'24" FROM
<br />GRADE.
<br />C iRATINC NUT
<br />PIPE
<br />SO.
<br />I/4" x 10
<br />EXTENSION
<br />7.
<br />S.
<br />DEEP BY 6" WIDE CONCRETE COLLAR. THE COLLAR SHALL BL AT
<br />FINISH GRADE.
<br />INSTALL CONCRETE` BLOCKING UNDER ENTIRE PERIMETER OF BOX.
<br />VALVES AND FITTINGS SHALL BE WRAPPED IN 8 MIL POLYETHYLENE.
<br />MATERIALS:
<br />O CONCRETE VALVE BOX
<br />(2) TOO INSULATED TRADING WIRE OUTSIDE RISER
<br />O B RISER STOCK
<br />0 RISER ALIGNER
<br />05 PLASTIC BACKFILL TAPE
<br />© GATE 'VALVE FOR I,"< AND BUTTERFL i VALVES FOR 16"
<br />�j OLICTH E IRON TEE W/ RS'STRAINTS
<br />® CONCRETE COLIAP 14:. NOTES)
<br />�UIvCl7f /£ B2 UEK)NG (SEE NOTES)
<br />ANI REBAR AROUND CIRCUM(TYP )
<br />® .
<br />LOCKEFORD CSD
<br />CONSTRUCTION STANDARDS
<br />-
<br />GATE AND BUTTERFLY VALVE
<br />AND 86X
<br />3
<br />(�
<br />-
<br />��
<br />L
<br />WLME SPLICE : `LS:
<br />I WIST THE 'VIRE A
<br />2 INSTALL SPLIT BOLT
<br />J COVER THE ENTIRE SPLICE
<br />4 WRAP M1A"-' Ir I41 TH
<br />+ SOLDERING MAY b'E INCLUDED
<br />SPL 1T BOLT WIRE
<br />r0VNECTOR
<br />TINYL TAPE�
<br />11) OR, INSULATED
<br />(OF RATED) -L
<br />SOL "' '7PPER WIRE
<br />!
<br />VARIABLE
<br />EXT
<br />FINISH,;,
<br />WITH
<br />TAPE.
<br />IN ADDITION
<br />STERE VALVE NUT
<br />TEP BELOW FINISH
<br />(5) TIMES ON EACH
<br />MASTIC TAPE WARP
<br />TO THE ABOVE-
<br />WIRES? LICE
<br />IS IN EXCESS
<br />GRADE.
<br />END.
<br />OR EQUAL
<br />ARAB r1C MPC
<br />HEVISIONS:-
<br />DATES:
<br />SCALE: NONE
<br />DATE: .AUGUST 2003
<br />W -A
<br />---
<br />1. OETAItS 91OWN FOR VAL YES ON HYDRANT IATFRAL5
<br />:U STURBED EAR IH - SHALL ALSO APPLY TO VALVES ON MAI N5
<br />J _ISI OF APPROVED RATES? I ALS MAYBE OBTAINED FROM
<br />DEPT OF PUBLIC WORKS (TYPES SHOWN FOA
<br />TL(USIRAIICM' ONLY)
<br />1 IT LENCFH TO 1 A.
<br />FJMPER OUTLET T vAL VC 6.L'!'Vw ':'
<br />BE 2 WHERE LATERAL ;l HYD
<br />O(1 LE O EALL STREET SFA (f0 IN SELECT SYSTEM ROADWAY 'NHICN WILL
<br />72" BEHIND SIt) NOT K- - (SEE OET_L W-10) ' SO SPfCFICo.
<br />WHERE APPt !CABG E J' NTN, - AL JOINTS i0 BE FLANCCD ARE OR RESTRAINT
<br />AS APPROVED BY DISFRICT,
<br />.� :. ALL VALVES i0 BE NRAPR£0 w/ dMIL PDG YFTNYL ENE
<br />10 ICIINSULATED WIRE TAPED TO FOP OF PIPE N ALL
<br />HYDRi FT Ni LATERALS C^dJGER THAN 10 -ILLI.
<br />CON„ TE T - FLANGE BY BLOCK HUB GATS _ ��
<br />FGR £(dCH BASEE N VIMUM -` CONCEIT TE BI OCKING �---
<br />HEARING ARE, Si, 4E7 \ �-_- VALVE _ LOCKEFORD CSD
<br />1' rnNSTRUCTION STANDARDS
<br />lL) _ �_ % _ WATER
<br />I" 116 MA IST
<br />UNO(STGARID EARTH U X I J,
<br />MAIN IN EASE44CNT'� FIRE HYC.--'ANT Ia 3TA`,LATION
<br />_y - CONCRETE
<br />SCALE: NONE
<br />DATE AUGUST 2003 w-11
<br />N BY: JAT
<br />/2' y
<br />BOL T
<br />-L
<br />511E' 1 t"L
<br />LETTER 'S' AT
<br />CENTER OF COVER
<br />t FACE -,(///II
<br />,
<br />VER
<br />AS
<br />u y' Y
<br />p I
<br />,T_
<br />VERTICAL DATUM
<br />\\
<br />W 1, i__.
<br />YGI
<br />�
<br />SECTION 7HRO,..,T
<br />r
<br />NEER OF PICK HGLL
<br />>•_A�i Iy -
<br />6 6" LORD. COUAR (PAVED)
<br />e
<br />X16 -
<br />Ne. ]3444
<br />6 .- CONI. COLLAR (UNPAVED)
<br />.YALE T'[VIN rr-_ HEAD AND COVER
<br />�T10N D_'
<br />T B I
<br />n4�lATIH�Y f P`
<br />Lf _nEFORD ('---��
<br />ROOvt BASK T LP UC CONSTciUC1TON STA, RDS
<br />_ _-
<br />E - I }' 6 - - - -- E -la
<br />a �
<br />" SEWER MANHOLE C IEP
<br />NOTE SECTlO,. A=A
<br />ALL MANHOLE FRAMES AN, rlFVISIONS:D. RS: I
<br />COVERS TO 8E OADE IN USA. SCALE: NONE
<br />_ DATE AUGUST 2003 m, -
<br />DRAWN BY: JAT
<br />1 _
<br />I I
<br />PARCEL 2 ? PARCEL 1
<br />a a
<br />i
<br />IL_.._._RICNT __--_.of 6' --WAY
<br />MIN
<br />6 i
<br />� � M - '°3
<br />_ 1
<br />PRECAST �iOTHEk
<br />I� AREA II
<br />CONCRETE RESERVED
<br />OR
<br />METER BOXES L FUUTILITIES
<br />BACK OF_/ ITFI
<br />SIDEWALK
<br />1 I
<br />CUR
<br />RB
<br />-$i
<br />L$ $-----------+I -
<br />IN N,A-RIGHT ANGLE I� MAR SERVICE PIPE 4
<br />������������(((((( CONSTRUCTION, A LOC ION WITH A "Al
<br />TRENCH (TYP) TRACER WIRE IS TO ON ' TOP OF CURB
<br />SERVICE PIPE BE USED,
<br />(TYPLAN
<br />UNPAVED ndEAS
<br />1 2'
<br />LOCKEFORD CSD
<br />CONSTRUCTION STANDARDS
<br />METER BOX PLACEM:_rdT
<br />1
<br />IL,AM
<br />URsN
<br />SCALE: PONE
<br />DATE: AI,GUST 2003 W-$
<br />URI ;AT
<br />'ED AREAS
<br />--it1BGRADt
<br />THRUST
<br />CT TE U1- 36 "
<br />TH RDS
<br />BLOCK
<br />6 �IN
<br />`UNNSTURREL
<br />EL'TVR)
<br />EVA ION T SAR'TYP)
<br />6"MIN
<br />I J ( /C"IIF, I
<br />\ \
<br />N9;9r BLD,, �
<br />I SCALE: NO
<br />DATE: AI -ST ..003 W-j�j
<br />DRAWN Si JAT
<br />DESCRIPTION
<br />lO
<br />PROPERTY L INE
<br />u y' Y
<br />ITEMN
<br />DESCRIPTION
<br />VERTICAL DATUM
<br />..DRAWN
<br />W 1, i__.
<br />REVISE".
<br />�L-
<br />M
<br />z
<br />- DEPTH AS NfC£"GARY TO SERVE
<br />I
<br />6 6" LORD. COUAR (PAVED)
<br />CURB STOPS
<br />z
<br />Ne. ]3444
<br />6 .- CONI. COLLAR (UNPAVED)
<br />rGROUNO LINE SEWER PLBG CODE
<br />G.: G.S. BE.'.';)." MARK
<br />J
<br />L.,F ERYS.
<br />--
<br />X
<br />DNSTRUC
<br />1"- CHRISTY B-16
<br />2
<br />O
<br />C /STY PRECAST CONCRET-
<br />TEE-
<br />L-
<br />LOW LOT HOUSE SEWER
<br />-_-_
<br />J� v r17960".
<br />� 80X 8-30 W/STEEL COYER
<br />LOCATED ON NORTH S1Dc
<br />OF S. R. 88 ,STA 407+50,
<br />'.Er
<br />BL S TO tlE
<br />iNSTAL.E JN
<br />SHOWN ON PLANS
<br />-
<br />ELEVATION
<br />IN
<br />MAIN- ANI, <MALLE
<br />OL
<br />COPPER TUBIN. K SOFT W/
<br />2. LARGER THAN 6" SHALL B£ CONNECTED TO MAIN W1 TH A MANHOLE,
<br />J. SEE SEWER TEE OF TA AL FOR WYE 0'?
<br />TEE ANGLES, ETC.
<br />4. FIELD CUT PIPE JO/NTS SHALL USE
<br />PVC TAPE WRAP, DOL WRAP
<br />HEADWALL &M.EL. 102.14
<br />IN TRAFFIC AREAS,
<br />AN" ' ER S�_
<br />_
<br />EYP, 3
<br />BE
<br />BE RATED FOB N/20
<br />40-s,. .
<br />C2"-90'
<br />ELL. SWEAT OR
<br />CO!,UiRU N J ANDARDS
<br />COMPRESSION
<br />Ex, 3 -al -os
<br />_
<br />:E fAIL
<br />REVISIONS:
<br />L
<br />:URL SD
<br />l
<br />M TAPPED LAP W/ HYLON
<br />-
<br />:,/INST
<br />TIDI� cm, \, VARUS
<br />$$-12
<br />BUS.J. HING
<br />BY: JAT
<br />z BALL VALVE - 1
<br />2' tlE, D -END
<br />uL(3W-OFF
<br />.�
<br />2' BRASS ,
<br />I SCALE: NO
<br />DATE: AI -ST ..003 W-j�j
<br />DRAWN Si JAT
<br />PURL IC ROAD OR EASEMENT HOUSE SEWER BY OWNER _
<br />MAIN SEWER V i- PROPERTY LINE
<br />LATERAL BEDDING & 1
<br />COMPACTION T
<br />(SEE N07E 6)
<br />l PLUG LATERAL AT PROPERTY
<br />LINE UNTIL MAIN SEWER /5
<br />-1D---LD---LLWW TESTED & APPROVED AND MAKE 4,4
<br />E SEWER TEE DETAIL (SS -II) REDWOOD POSt,
<br />EOR TEE SUPPORT
<br />TEE PLAN _
<br />CONCRETE SIDEWALK -
<br />DESCRIPTION
<br />lO
<br />PROPERTY L INE
<br />u y' Y
<br />21
<br />LOCATING TAPE 12" DEEPS
<br />`
<br />VERTICAL DATUM
<br />..DRAWN
<br />W 1, i__.
<br />REVISE".
<br />�L-
<br />M
<br />z
<br />- DEPTH AS NfC£"GARY TO SERVE
<br />200 PSI RATING (IPS).
<br />\ LOT, BUT NOT LESS THAN 4'
<br />CURB STOPS
<br />z
<br />Ne. ]3444
<br />I" I' FORD KV63-444W
<br />rGROUNO LINE SEWER PLBG CODE
<br />G.: G.S. BE.'.';)." MARK
<br />J
<br />L.,F ERYS.
<br />--
<br />X
<br />I'JN LOW DWELLING
<br />1"- CHRISTY B-16
<br />BRASS DISK STAMPED "II
<br />TEE-
<br />L-
<br />LOW LOT HOUSE SEWER
<br />-_-_
<br />J� v r17960".
<br />FURNISH LtTE:PAL BALKWATf\
<br />LOCATED ON NORTH S1Dc
<br />OF S. R. 88 ,STA 407+50,
<br />cHEGKED-y.�
<br />E. •
<br />SHOWN ON PLANS
<br />ELEVATION
<br />NOTES:
<br />TOP OF CONCRETE CULVER %'
<br />WATER SEWER SEPARATION ORDINANCE.
<br />2. LARGER THAN 6" SHALL B£ CONNECTED TO MAIN W1 TH A MANHOLE,
<br />J. SEE SEWER TEE OF TA AL FOR WYE 0'?
<br />TEE ANGLES, ETC.
<br />4. FIELD CUT PIPE JO/NTS SHALL USE
<br />FERNCO OR EQUAL MOLDED COUPLING.
<br />HEADWALL &M.EL. 102.14
<br />APPROVE;__
<br />1- TYPE "0" MATERIAL 15 USED IN
<br />_
<br />EYP, 3
<br />.-..-tOCFEFORD
<br />.fi(e" /3499
<br />CO!,UiRU N J ANDARDS
<br />Ex, 3 -al -os
<br />_
<br />PURL IC ROAD OR EASEMENT HOUSE SEWER BY OWNER _
<br />MAIN SEWER V i- PROPERTY LINE
<br />LATERAL BEDDING & 1
<br />COMPACTION T
<br />(SEE N07E 6)
<br />l PLUG LATERAL AT PROPERTY
<br />LINE UNTIL MAIN SEWER /5
<br />-1D---LD---LLWW TESTED & APPROVED AND MAKE 4,4
<br />E SEWER TEE DETAIL (SS -II) REDWOOD POSt,
<br />EOR TEE SUPPORT
<br />TEE PLAN _
<br />CONCRETE SIDEWALK -
<br />DESCRIPTION
<br />lO
<br />PROPERTY L INE
<br />TERRA TAPE OR EQUAL
<br />SEE DRAWING W-3
<br />LOCATING TAPE 12" DEEPS
<br />`
<br />NORMAL GROUND NORMAL DWELL fh:
<br />O
<br />FORD 1001 (7i
<br />�L-
<br />O3
<br />- DEPTH AS NfC£"GARY TO SERVE
<br />200 PSI RATING (IPS).
<br />\ LOT, BUT NOT LESS THAN 4'
<br />CURB STOPS
<br />/- CLEANOUT PER
<br />IF DEPTH OF MAIN SEWER lS
<br />I" I' FORD KV63-444W
<br />rGROUNO LINE SEWER PLBG CODE
<br />12' OR MORE INSTALL A
<br />COW _OT D E
<br />H U*
<br />CHIMNEY PER DETAIL 50-07
<br />;I
<br />I'JN LOW DWELLING
<br />1"- CHRISTY B-16
<br />>1.5"- CHRISTY B-24 WITH
<br />TEE-
<br />L-
<br />LOW LOT HOUSE SEWER
<br />MIN SLOPE
<br />O::7
<br />< T
<br />FURNISH LtTE:PAL BALKWATf\
<br />/- M4X 459 MIT) 70°
<br />DEVICE FCrc :OW LOTS & WHERE
<br />PERFERRED JD"
<br />SHOWN ON PLANS
<br />ELEVATION
<br />NOTES:
<br />1. LOCATE LATERAL IN ACCORDAVCE WITH
<br />WATER SEWER SEPARATION ORDINANCE.
<br />2. LARGER THAN 6" SHALL B£ CONNECTED TO MAIN W1 TH A MANHOLE,
<br />J. SEE SEWER TEE OF TA AL FOR WYE 0'?
<br />TEE ANGLES, ETC.
<br />4. FIELD CUT PIPE JO/NTS SHALL USE
<br />FERNCO OR EQUAL MOLDED COUPLING.
<br />5. BEDDING AND PIPE BACKF ITL TO BE
<br />J/8" MINUS. 24" ABG'! PIP£
<br />1- TYPE "0" MATERIAL 15 USED IN
<br />INTERMEDIATE ZONE.
<br />.-..-tOCFEFORD
<br />CO!,UiRU N J ANDARDS
<br />SEWER ._ATERAL
<br />:E fAIL
<br />REVISIONS:
<br />'DA EES:
<br />er,ALE: NCI''° --"
<br />-
<br />1 ITE:
<br />RITE' AUGUR. 2003
<br />$$-12
<br />BY: JAT
<br />A '" THRUST 3' STUB -,1
<br />bL OCK VAL VL
<br />r
<br />M CA r
<br />O
<br />\
<br />F- II -REDUCER TCF R0 5
<br />-¶-II' 111711 �I-I J -II
<br />L 1 1�11.�.�� I` ILLI ` A N 1L+AT`G'r
<br />T I
<br />�ll�lllly ,I -I F B. \ 11141 A.:
<br />CASE A AT
<br />-�
<br />1 m II Iia"Iq' ur - -!RLS
<br />III I; lily il� I BE OAK
<br />Dat VE.-,
<br />- CASE B
<br />TYPICAL �fAL `r0
<br />ALL OI-ING FOR FUTURE EXTENS
<br />\
<br />�-
<br />- I I
<br />iT SE T
<br />,y5 RCBAIi - d`5 REHAB I � _ l �
<br />_ r r;�P" of 2 (NOTE
<br />T 2
<br />1
<br />CASE D' "
<br />VERFICA, SECTION CA4 C'
<br />ANCHOR BLOCK VER ECrION
<br />I v. TS 24 AND CREATEE"R) :RNC Dir BLOCK
<br />NOT FS:
<br />I_ 'HRUSr B CKS _PALL B£ CONSrATUCTED SC THAT MAJOR , ,NG SURF"CE IS IN DIRECT LINE
<br />WITH THE I.A. JR r *RCE CREATED Sr THE PIPE OR -. U•..�
<br />2 CG CRETE SHALL ,` ,,.ASS "B" CONCRETE,
<br />3 CONCRETE SHALL BE rLUIL ENOUGH SO THAT T MAY SE WORKf , IROUN, THE FT TTING�
<br />A DOODLE LAYER OF 6 VIL 'OLYf IHLENE FILM SHAT. ?E P ^ PFTIYF Tv CONCRETE AND -'At
<br />rj TTING
<br />4, CONCRETESHALL BE KLPF B HIND -HE BELL OF THE I I - `ING-
<br />5. , -AE THRUST BLOCK BEARING SART I ALL _ - ',EDA 'INST UNDISTo-vED EARTH AND Ii,<
<br />HAVE A VOLUMN OF 6 CC FT. AND ",, 14U oe l !AIG A A OF 4 Sr I EF A)
<br />`1 CONLR-TL PAD SHAT- BE PLACED UNDER ATL -S 72 /T,S- 5 AND LAR- -R FOR SET :.
<br />AA,- BLOCKS SHALL BE ISTROCTED WITH .I NIMUG F (2) ,y5 AESnR STRAPS.
<br />B CH TH`.USr OR A,vCHOR BLOCK „LT BF �7: x)GED IR EAL� PECIFIC APPT IC,7TION.
<br />THfL15- BLOC ✓S FOR 11 INCH DIAUt TER PIPE IND :`.4RGEF TO &E E1 H, Rcv.
<br />Y _ ANC.IR BIOCKP /CASE L OP, Y, ACI. SE 'NG,fvFEREO RE.AROLFS ! PIPE 51ZE
<br />LOCYrFJrtO CSD
<br />CONSTRUC-IRN STANDARDS
<br />THRUST BLOCKS AMD
<br />ANCHOR DETAU_ ,
<br />SCNONE
<br />DATk AUGU58 '003 TW
<br />AT -GA
<br />DRA) BY, JAT
<br />ATTE[ kMY
<br />ASS+CC IATES
<br />,oKuNEERS • SURVEYORS • PLANP
<br />3494 Rush Creek Rd.
<br />Canbridye, TD. 83610
<br />(208) 257-3`,52.
<br />IN PAVED AREAS PLACE
<br />FRAMEAND COVER TO BE 4 1 24 4" d".x6" GONE. COLLAR IF
<br />PHOENIX IRON WORK P-1026 COVER W/ 2-" A.C-
<br />OR D & L SOPPL Y OR EOLIAE
<br />2
<br />IN
<br />NON-PAVED
<br />0 3" MIN. 12" MAX.
<br />PLACE 6",6" CORD
<br />COAT EAR
<br />"RAMNECK" OR EQUAL I ��
<br />WATER STOP ALL
<br />JOINTS ) LOA (.177') ON
<br />! _-''- -- -- 2" OC VERTICALLY
<br />& EXT ALL INTER; _ - (OR APPROVED EQUAL)
<br />& EXTERIOR JOISTS CONCRETE TO 1 �'
<br />SMOOTH FINISH BE CLASS "A ;r
<br />THAI ,F
<br />PRECAST BASE
<br />REdAR tV 12" 0 -'
<br />h
<br />�4"MIN, q" CRUSHED ROCK
<br />DIG. OF ANGLE 1 WATER TIGHT
<br />VARIES PER �� AlSTOPPER, (TYP.j
<br />EACH MANHOLE / lI
<br />NOTES:
<br />1, ECCENTRIC CONE FOR DEPTHS GREATER THAN 5
<br />FEE T.
<br />2_ ALL MANHOLE BASES TO BE PRE6A ST UNLESS
<br />OTHERWISE APPROVED BY DISTRICT.
<br />J. BASE TO HAVE 0.7' FALL FROM INVERT 1NL_`r
<br />TO UVV-RT EXIT,
<br />4. CLASS "A" CONCRETE 3000 P.S.I. Al!:, 28
<br />DAYS.
<br />5. 60- AWNHOLES TO BE USED FOR PIPES
<br />GREATER THEN 24" IN DIAMETER.
<br />6, NO CAULDETI OR REPAIR COUPE /NGS SHALL BE
<br />USED FOR NEW GOA15'TRUCTION.
<br />7, ALL M,H JOINTS TO BE -ONCYE AND GROOVE,
<br />ANO SEAL4D WITH 'RAYNE, OR EQUAL.
<br />LOCKEFORD CSD
<br />CONSTRUCTION STANDARDS
<br />SHrIAL.,,CLW N'.ANHOLE DETAIL
<br />1 6"-24" DIAMETER PIPE )
<br />SCALE: NONE T
<br />DATE: AUGUST 2003 1 SS -5
<br />3 3 METER BOX INSTALLED
<br />8Y CONTRACTOR
<br />F O
<br />w
<br />a PIPES, ETC.
<br />D_ BY DISTRICT
<br />FINISHED VARIES
<br />S ED
<br />GRADE
<br />BACKFLOW REQUIRED I
<br />FOR DUAL SYSTEMS
<br />PRESSURE REGULATOR
<br />AND BACKFLOW VALVE
<br />TO BE INSTALLED BY
<br />DEVELOPER/OWNER
<br />r------'----------�
<br />I I
<br />I ANGLE I
<br />j STOP �
<br />I I
<br />I METER/ g I
<br />I I
<br />I I
<br />CLEAR
<br />I I
<br />L _J
<br />METER BOX PLAN
<br />ITEM i
<br />DESCRIPTION
<br />lO
<br />SEVICE SADDLE,
<br />SEE DRAWING W-3
<br />I CORPORATION STOP,
<br />O
<br />FORD 1001 (7i
<br />FORD FB 100 1.5- - 2.)
<br />O3
<br />MARY C901
<br />200 PSI RATING (IPS).
<br />®
<br />CURB STOPS
<br />1"-3/4" FORD KV63-342W
<br />I" I' FORD KV63-444W
<br />1.5" 1.5" FORD N63 -666-W
<br />2"-2- FORD NW -TA -W
<br />5O
<br />WATER SOX:
<br />1"- CHRISTY B-16
<br />>1.5"- CHRISTY B-24 WITH
<br />STEEL TRAFFIC LID
<br />©
<br />1/2 ALUMINUM WYRE MESH
<br />BEND TO FORM IW
<br />ESz
<br />z.
<br />t\
<br />S
<br />\
<br />S ETCUSHED ROCK
<br />AD, 2 1
<br />) A .
<br />3 WATER
<br />CONSTRUCTION NOTES iNE
<br />1. SERVICE SADDLE SHALL NOT BE INSTALLED
<br />WITHIN 18" OF VALVE, JOINT OR FITTING,
<br />2. SET TOP OF METER BOX FLUSH WITH SIDEWALK
<br />OR AS SHOWN.
<br />3. ALL TAPS SHALL BE MADE WITH MACHINE
<br />GUIDE OR PILOT TAP..
<br />C THE WATER SERVICE SHALL EXTEND PERPENDICULAR
<br />TO THE CENTERLINE OF THE STREET FROM THE
<br />WATER MAIN TO THE METER STOP.
<br />5. P.E. TUBING SHALL BE CONTINUOUS
<br />6. ALL FITTINGS SHALL BE BRONZE
<br />7. STEEL INSERT STIFFENERS REQUIRED
<br />ON ALL. r01c OW .LL p -
<br />1dDGnav=L3�ipj' 'i
<br />LOCKEFORD CSD
<br />CONSTRUCTION STANDARDS
<br />~ 1',$' SEOVICE 6 METER BOX INSTALLATION
<br />/FOR 3/4' & 1' METERS
<br />S£ NONE
<br />AUGUST 2003 W-4
<br />BY: JAT
<br />LOCKEFORD BLUFFS SUBDIVIWN UNIT 40,2
<br />PHASE 2 a
<br />WATER AND SEWER DETAILS y
<br />i
<br />SAN W"+AQUIN COUNTY , CALIFORNIA N
<br />SHEET
<br />-7 /
<br />LF
<br />9�
<br />C Si+c[TS
<br />
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