|
00
<br />0
<br />C14
<br />M
<br />0
<br /><
<br />0
<br />LIJ
<br />9�
<br />C
<br />Q)
<br />N
<br />O
<br />O
<br />0
<br />U
<br /><
<br />C
<br />C
<br />C11
<br />C
<br />U.
<br />C
<br />diw V`h hriv
<br />Tla #,n M Wa-.
<br />1-#5 rabor contIfli.,otis:
<br />I-4 clearaic 1;e rn TAI e ir%
<br />avinc gate (tv.)
<br />16" r"Gri-crists fr,*Vng
<br />w/
<br />- - -- - - - - - - - - - - - - -
<br />ccnr, nlcd (fyp.y
<br />I>* rlxc, IN*
<br />4a* Tj 2'
<br />fhex
<br />doomi,=• min. -nim
<br />(31
<br />Y*Ing qctc
<br />I
<br />mfn.
<br />L LIL
<br />00
<br />P Gfop pin M04-1p
<br />LAU
<br />N.T.5
<br />Ile b5,xn V"
<br />72-.fiO rebar Dantrnucug
<br />ARV11111
<br />4� mtgr
<br />(tw.
<br />300 P.SLI. cancrete slab w"kh
<br />fl'w m4sah r0iforcIng
<br />menrAAKIC, rnrn r2" tNckneas,
<br />5'd stoat plqIe
<br />lr 4, 'r
<br />�010r(14 plintod
<br />Vlfrlc
<br />t0w top ON96
<br />f . r Ile
<br />A 11''
<br />DOLLAR[ DETAIL
<br />U.T.S.
<br />CA iv cent"
<br />tflullulfflilu, iribi
<br />ELEVATION
<br />NOTES:
<br />1,) WALLS
<br />New cwbbv_bw.* traY-mun 6!-0* hkA aW cwitoxW
<br />of oow*:te LW Hatetfals usW sWikill be
<br />wra-Aefit*411 0W.4 Used In the C&6&tKWA (of and
<br />amhltedirall of the ptimipall WWk4
<br />2.) FMTLNG$
<br />8'X16'ouvae ►y/ 2 - 85 o:x"11�7ms tebar tYitx! d .
<br />3,) CONCRETE 9AS
<br />MotxAfic, min- 10x10 weVal
<br />wke fattk (W.W.R), 3000 1psiwth MW meo relfillw*q.
<br />4,) iQ0NCP1TE FILLED MLS
<br />With t - #5 ver5call teWr biml to Focl_& IM at &v-h Qotn& W4
<br />evety 4" o�t
<br />1) GATES
<br />w,?~4 pe slits krertM in gahiarized w*sh fabtk,
<br />fikx)e-4r*(x" on min- 3'dl1am`9tr qa&anifed 4W pol,,t
<br />(Gato and pixA cw*%W and k*iOBW W a to
<br />C*30 Ly ricemed %nce cmbuctu)
<br />MOP PIN
<br />lh* d& 18' " trr� rod gate tabor FrQAJe 3A' dEa tide
<br />6- into dyotte rot roft. in airkat pt Ale a 1pv.t
<br />7.) SOIL
<br />a DeadiN upx� h3 be A %a%t 2,5W p.s.f.
<br />BOLLARD
<br />3'-V hk)h, 6' damaw Itty:1 pipe b6btd Wth WXMO,
<br />pair "d traft yeJk^ ftedded 3'-0- deep In IS- Cw(stte
<br />f"idatkxL (See Daa 1)
<br />CONCRM MWJNRY WALL OONSTRtjO ON
<br />MatiAtialS, �#nI) alit q"ty Wfif
<br />'A of PW
<br />its at)oWjekl�
<br />with a!K41caLie Floti DiUrg Code I Locall Coke Hliknum 9,-r#dkd&.
<br />1.
<br />Gracle 60. v�r#jcw M1 dot rrir* 90 be PLWW in the wkkv of ►PA, nw"
<br />cek3tA shall be hdd ki pot nat tt* bop and DO&Ain.
<br />2- if a stab 6 don not lh,*W with a va%A' "e, it uiall ryit tpe sloped
<br />ft"e U,011 cce ro-t&ytall in SU W11sc4s (1,6).
<br />J. HorWfA ball t-OWeceffIvit uPel be �NOW4 t t4je DIJR-0-Wal (ot
<br />16- O.0
<br />4. Ho3crov Lodd - be&" Cavx* Mawity LMb " be nexrf-A vhzVt
<br />c*fttvdng ho ASM C-90,,o&Ji a tY&)krxjM W)W.Ive *en 0 01,900 p-sl
<br />S. Mw& shA- be " M or % lin aoxnUme ;girth ASTM C-270. PUce al
<br />fe conveka. ow�rasx
<br />wasom in eufmVig Dow kt" Ns"flWAt& J*A3L ProOd
<br />Ixe shell roodw �, hoWftall and %k%W L
<br />Coarse gtaiA :ha 1cmttmboA$TM C-1776, kefth a max1it-mm
<br />()f 3(8", 8* to 10'Oump, U4 a ff9j1*nuM Ccttvdrels soo r 02,50O PL%.L at
<br />28 diys.
<br />7. Mlria)"3"x (sawLoit) are mqlukedatt:hebo tip owce
<br />Of al oecs to velift V" pwanyd`rt_ (3ea".1ts U.,Ian be WW mur maset"
<br />lnslvdba - ptu�iJW liq acyLvdaiyja w1h ACI 531-•.6, and bafte. qroWr#;.
<br />klor to q*L&% ese 9W space shal W dew, •iM no mat m W)ect�ws
<br />qn5A& than nwitar dmffirwA or off w fcrej;n rv0_1vi& AM c " be In
<br />arqne k atd 9wit sdW?y be Wed v#AA coatow qroA as spadW
<br />9. ot.0ing *dtgo qtx slial be wwAdabW with fleyk3e cal* Ybralfe. n-A
<br />al -&A prow shag be W*pM a ffirfinxxft of t - -f r bElow It* bV 0 IT* mAIA,
<br />bood bran ma".
<br />PaA 3 Of 3
<br />THREADED PLUG
<br />(CAST IRON IN PAVED AREAS)
<br />1Wk
<br />111<"N'11"��l
<br />CONC. PAD
<br />4" THK. X I'-6"SQ.
<br />W16"x6" W.W.F. PVC
<br />(MATCH SEWER SIZE)
<br />STOPPER AS
<br />RECOMMENDED BY
<br />THE PIPE
<br />MANUFACTURER
<br />NEW SEWER LINE
<br />TYPICAL CLEANOUT
<br />N. T. S.
<br />BALL VALVES (BRASS
<br />OR S.S.)
<br />NIPPLE-BRASS
<br />ELNW
<br />GALV. 90'-�
<br />REDUCED PRESSURE
<br />BACKFLOW PREVENTER
<br />ASSEMBLY
<br />BAH VALVES (BRASS
<br />OR S.S.)
<br />NIPPLE-BRASS
<br />/M
<br />ELBOW
<br />e\ ---GALV. 90*
<br />Z- TEST COCK r
<br />ON VALVE
<br />UNION UNION
<br />(GALV.)
<br />7
<br />12 MIN.. RISER-GALV. 12' + PIPE DIA. (MIN. RISER-GALV,--___,.,
<br />*
<br />DISTANCE)
<br />GRADE
<br />x�
<br />4' CONCRETE SLAB
<br />2.0' BERM 2.0'
<br />-12.1' 1 F, - 67.2'_
<br />EXIST GRADE
<br />TOB EL = 88.5
<br />. ... . .... .0
<br />8* CONC
<br />RETAINING WALL TYP.
<br />TOS EL = 83.5
<br />NOTE.
<br />SOD ALL POND BANKS &: SEED /MULCH POND BOTTOM
<br />POND SECTION A-A
<br />N.T.S.
<br />A
<br />METER
<br />SERVICE
<br />NOTES.' MINIMUM CLEARANCE OF 24- TO BE MAINTAINED AROUND DEVICE FOR TESTING,
<br />RELD ADJUST AND CUT RISERS TO PROPER LENGTH.
<br />ENTIRE ASSEMBLY To BE PAINTED AWNA BLUE.
<br />CONCRETE SLAB TO EXTEND 12' MIN. AROUND ENTIRE DEVICE,
<br />DEVICE MUST BE ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA
<br />FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH,
<br />REDUCED PRESSURE BACKFLOW
<br />PREVENTION DEVICE (RPBPD)
<br />N.T.S.
<br />12' MIN.
<br />-4-
<br />- EXIST GRADE
<br />PAVED AREAS ---NON-PAVED AREAS
<br />- - - - - - - - - - -
<br />112,47'
<br />45.7' 12.6', 134.42'
<br />,
<br />MMM
<br />cv- 7
<br />Z61 _d1n._!;f_ar1Nn_l
<br />-
<br />la,e_g I
<br />ADJUSTMENT LENGTH FOR FUTURE USE.
<br />-3 cone, FlIed (tyj)
<br />5
<br />tA--
<br />1b 7
<br />M
<br />I
<br />J
<br />.0
<br />CONCRETE VALVE PAD
<br />2. OPERATING NUT SHALL BE SO AS TO
<br />PAVEMENT
<br />EXIST GRADE--"
<br />12'
<br />BE WITHIN 12" OF GRADE. EXTENSION TO
<br />(FOR PAVED AREA)
<br />FINISHED GRADE
<br />BE PROVIDED AS REQUIRED.
<br />RETAINING WALL TYP.
<br />CONSTRUCT CURB, BASE, AND SUBBASE
<br />(FOR NON-PAVED AREA)
<br />LH
<br />L
<br />1,
<br />PRIOR TO WALL CONSTRUCTION
<br />LI
<br />TOS EL = 83.5
<br />ELM
<br />ATTACHED AND SHALL HAVE A STAINLESS
<br />N. 1.S
<br />diw V`h hriv
<br />Tla #,n M Wa-.
<br />1-#5 rabor contIfli.,otis:
<br />I-4 clearaic 1;e rn TAI e ir%
<br />avinc gate (tv.)
<br />16" r"Gri-crists fr,*Vng
<br />w/
<br />- - -- - - - - - - - - - - - - -
<br />ccnr, nlcd (fyp.y
<br />I>* rlxc, IN*
<br />4a* Tj 2'
<br />fhex
<br />doomi,=• min. -nim
<br />(31
<br />Y*Ing qctc
<br />I
<br />mfn.
<br />L LIL
<br />00
<br />P Gfop pin M04-1p
<br />LAU
<br />N.T.5
<br />Ile b5,xn V"
<br />72-.fiO rebar Dantrnucug
<br />ARV11111
<br />4� mtgr
<br />(tw.
<br />300 P.SLI. cancrete slab w"kh
<br />fl'w m4sah r0iforcIng
<br />menrAAKIC, rnrn r2" tNckneas,
<br />5'd stoat plqIe
<br />lr 4, 'r
<br />�010r(14 plintod
<br />Vlfrlc
<br />t0w top ON96
<br />f . r Ile
<br />A 11''
<br />DOLLAR[ DETAIL
<br />U.T.S.
<br />CA iv cent"
<br />tflullulfflilu, iribi
<br />ELEVATION
<br />NOTES:
<br />1,) WALLS
<br />New cwbbv_bw.* traY-mun 6!-0* hkA aW cwitoxW
<br />of oow*:te LW Hatetfals usW sWikill be
<br />wra-Aefit*411 0W.4 Used In the C&6&tKWA (of and
<br />amhltedirall of the ptimipall WWk4
<br />2.) FMTLNG$
<br />8'X16'ouvae ►y/ 2 - 85 o:x"11�7ms tebar tYitx! d .
<br />3,) CONCRETE 9AS
<br />MotxAfic, min- 10x10 weVal
<br />wke fattk (W.W.R), 3000 1psiwth MW meo relfillw*q.
<br />4,) iQ0NCP1TE FILLED MLS
<br />With t - #5 ver5call teWr biml to Focl_& IM at &v-h Qotn& W4
<br />evety 4" o�t
<br />1) GATES
<br />w,?~4 pe slits krertM in gahiarized w*sh fabtk,
<br />fikx)e-4r*(x" on min- 3'dl1am`9tr qa&anifed 4W pol,,t
<br />(Gato and pixA cw*%W and k*iOBW W a to
<br />C*30 Ly ricemed %nce cmbuctu)
<br />MOP PIN
<br />lh* d& 18' " trr� rod gate tabor FrQAJe 3A' dEa tide
<br />6- into dyotte rot roft. in airkat pt Ale a 1pv.t
<br />7.) SOIL
<br />a DeadiN upx� h3 be A %a%t 2,5W p.s.f.
<br />BOLLARD
<br />3'-V hk)h, 6' damaw Itty:1 pipe b6btd Wth WXMO,
<br />pair "d traft yeJk^ ftedded 3'-0- deep In IS- Cw(stte
<br />f"idatkxL (See Daa 1)
<br />CONCRM MWJNRY WALL OONSTRtjO ON
<br />MatiAtialS, �#nI) alit q"ty Wfif
<br />'A of PW
<br />its at)oWjekl�
<br />with a!K41caLie Floti DiUrg Code I Locall Coke Hliknum 9,-r#dkd&.
<br />1.
<br />Gracle 60. v�r#jcw M1 dot rrir* 90 be PLWW in the wkkv of ►PA, nw"
<br />cek3tA shall be hdd ki pot nat tt* bop and DO&Ain.
<br />2- if a stab 6 don not lh,*W with a va%A' "e, it uiall ryit tpe sloped
<br />ft"e U,011 cce ro-t&ytall in SU W11sc4s (1,6).
<br />J. HorWfA ball t-OWeceffIvit uPel be �NOW4 t t4je DIJR-0-Wal (ot
<br />16- O.0
<br />4. Ho3crov Lodd - be&" Cavx* Mawity LMb " be nexrf-A vhzVt
<br />c*fttvdng ho ASM C-90,,o&Ji a tY&)krxjM W)W.Ive *en 0 01,900 p-sl
<br />S. Mw& shA- be " M or % lin aoxnUme ;girth ASTM C-270. PUce al
<br />fe conveka. ow�rasx
<br />wasom in eufmVig Dow kt" Ns"flWAt& J*A3L ProOd
<br />Ixe shell roodw �, hoWftall and %k%W L
<br />Coarse gtaiA :ha 1cmttmboA$TM C-1776, kefth a max1it-mm
<br />()f 3(8", 8* to 10'Oump, U4 a ff9j1*nuM Ccttvdrels soo r 02,50O PL%.L at
<br />28 diys.
<br />7. Mlria)"3"x (sawLoit) are mqlukedatt:hebo tip owce
<br />Of al oecs to velift V" pwanyd`rt_ (3ea".1ts U.,Ian be WW mur maset"
<br />lnslvdba - ptu�iJW liq acyLvdaiyja w1h ACI 531-•.6, and bafte. qroWr#;.
<br />klor to q*L&% ese 9W space shal W dew, •iM no mat m W)ect�ws
<br />qn5A& than nwitar dmffirwA or off w fcrej;n rv0_1vi& AM c " be In
<br />arqne k atd 9wit sdW?y be Wed v#AA coatow qroA as spadW
<br />9. ot.0ing *dtgo qtx slial be wwAdabW with fleyk3e cal* Ybralfe. n-A
<br />al -&A prow shag be W*pM a ffirfinxxft of t - -f r bElow It* bV 0 IT* mAIA,
<br />bood bran ma".
<br />PaA 3 Of 3
<br />THREADED PLUG
<br />(CAST IRON IN PAVED AREAS)
<br />1Wk
<br />111<"N'11"��l
<br />CONC. PAD
<br />4" THK. X I'-6"SQ.
<br />W16"x6" W.W.F. PVC
<br />(MATCH SEWER SIZE)
<br />STOPPER AS
<br />RECOMMENDED BY
<br />THE PIPE
<br />MANUFACTURER
<br />NEW SEWER LINE
<br />TYPICAL CLEANOUT
<br />N. T. S.
<br />BALL VALVES (BRASS
<br />OR S.S.)
<br />NIPPLE-BRASS
<br />ELNW
<br />GALV. 90'-�
<br />REDUCED PRESSURE
<br />BACKFLOW PREVENTER
<br />ASSEMBLY
<br />BAH VALVES (BRASS
<br />OR S.S.)
<br />NIPPLE-BRASS
<br />/M
<br />ELBOW
<br />e\ ---GALV. 90*
<br />Z- TEST COCK r
<br />ON VALVE
<br />UNION UNION
<br />(GALV.)
<br />7
<br />12 MIN.. RISER-GALV. 12' + PIPE DIA. (MIN. RISER-GALV,--___,.,
<br />*
<br />DISTANCE)
<br />GRADE
<br />x�
<br />4' CONCRETE SLAB
<br />2.0' BERM 2.0'
<br />-12.1' 1 F, - 67.2'_
<br />EXIST GRADE
<br />TOB EL = 88.5
<br />. ... . .... .0
<br />8* CONC
<br />RETAINING WALL TYP.
<br />TOS EL = 83.5
<br />NOTE.
<br />SOD ALL POND BANKS &: SEED /MULCH POND BOTTOM
<br />POND SECTION A-A
<br />N.T.S.
<br />A
<br />METER
<br />SERVICE
<br />NOTES.' MINIMUM CLEARANCE OF 24- TO BE MAINTAINED AROUND DEVICE FOR TESTING,
<br />RELD ADJUST AND CUT RISERS TO PROPER LENGTH.
<br />ENTIRE ASSEMBLY To BE PAINTED AWNA BLUE.
<br />CONCRETE SLAB TO EXTEND 12' MIN. AROUND ENTIRE DEVICE,
<br />DEVICE MUST BE ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA
<br />FOUNDATION FOR CROSS CONNECTION CONTROL AND HYDRAULIC RESEARCH,
<br />REDUCED PRESSURE BACKFLOW
<br />PREVENTION DEVICE (RPBPD)
<br />N.T.S.
<br />12' MIN.
<br />-4-
<br />- EXIST GRADE
<br />PAVED AREAS ---NON-PAVED AREAS
<br />ltl__
<br />112,47'
<br />45.7' 12.6', 134.42'
<br />C.I. COVER INSCRIBED FOR WATER OR SEWER
<br />MMM
<br />106.5
<br />ADJUSTMENT LENGTH FOR FUTURE USE.
<br />W.W.F. 6x6 - W2.1 xW2.1
<br />5
<br />tA--
<br />TOB EL 88.5
<br />. ..... ...
<br />8.0
<br />.0
<br />CONCRETE VALVE PAD
<br />2. OPERATING NUT SHALL BE SO AS TO
<br />PAVEMENT
<br />EXIST GRADE--"
<br />BE WITHIN 12" OF GRADE. EXTENSION TO
<br />(FOR PAVED AREA)
<br />FINISHED GRADE
<br />BE PROVIDED AS REQUIRED.
<br />RETAINING WALL TYP.
<br />CONSTRUCT CURB, BASE, AND SUBBASE
<br />(FOR NON-PAVED AREA)
<br />L
<br />1,
<br />PRIOR TO WALL CONSTRUCTION
<br />12* CMU WALL
<br />TOS EL = 83.5
<br />ATTACHED AND SHALL HAVE A STAINLESS
<br />W1 GRAVEL FOOTING
<br />TOS EL = 83.5
<br />NOTE:
<br />PROPOSED
<br />1
<br />(SEE STRUCTURAL)
<br />STEEL PIN AT THE VALVE AND SHEAR PIN
<br />6* 06
<br />V.
<br />GRADE
<br />SECTION
<br />C-C_
<br />N.T.S.
<br />ONLY AT THE OPERATING NUT.
<br />R
<br />lmmmmmmm:mmmmmmm
<br />N.T.S.
<br />2.0'
<br />-12.9' 67.0' -]1 im 13.1 '
<br />7 A EXIST GRAD
<br />JTOB EL
<br />_(ii)
<br />Srl N"
<br />TOS EL 83.5
<br />NOTE.
<br />SOD ALL POND BANKS & SEED /MULCH POND BOTTOM
<br />POND SECTION B-B-
<br />N.T.S.
<br />6
<br />TOTAL LENGTH OF RESTRAINT RE'
<br />FOR D.I. PIPE
<br />D.I.P.
<br />D.I.P. D.I.P. DJP
<br />PLUG
<br />STANDARD JOINT
<br />RESTRAINED JOINTS
<br />"Tz
<br />NOTES: 1. For length of pipe and
<br />number of joints to be
<br />restrained see Table
<br />(this page).
<br />2. Only ductile iron fittings
<br />shall be used at joints
<br />to be restrained unless
<br />otherwise specified by
<br />this Department.
<br />Z
<br />En
<br />W
<br />IL
<br />UO
<br />UO
<br />UNIFLANGE 1350
<br />RESTRAINER
<br />STANDARD JOINT
<br />STANDARD JOINT
<br />AHED JOINTS DESIGN ENGINEER SHALL CALCULATE
<br />PROPER VALUES AND FILL IN TABLE
<br />PRIOR TO SUBMITTAL.
<br />kL LENGTH OF RESTRAINT - -1
<br />FOR D.I. PIPE
<br />�
<br />O
<br />Minimum Design Criteria
<br />Bedding Type: 3
<br />Design Pressure: 150 psi.
<br />Safety Factor: 1.5
<br />Depth of Cover: 3.0 ft.
<br />STANDARD JOINT
<br />Minimum Footage of Pipe Restraint
<br />H-8: Horizontal Bend
<br />VU-B: Vertical-Up Bend
<br />VD-B: Vertical-Down Bend
<br />RESTRAINED JOINT STANDARD
<br />T S
<br />NOTES:
<br />PAVED AREAS ---NON-PAVED AREAS
<br />Mm
<br />24*x 24*x 6" 3000 PSI
<br />CONCRETE COLLAR WITH
<br />45.7' 12.6', 134.42'
<br />C.I. COVER INSCRIBED FOR WATER OR SEWER
<br />MMM
<br />106.5
<br />ADJUSTMENT LENGTH FOR FUTURE USE.
<br />W.W.F. 6x6 - W2.1 xW2.1
<br />5
<br />tA--
<br />TOB EL 88.5
<br />. ..... ...
<br />8.0
<br />.0
<br />CONCRETE VALVE PAD
<br />2. OPERATING NUT SHALL BE SO AS TO
<br />PAVEMENT
<br />EXIST GRADE--"
<br />BE WITHIN 12" OF GRADE. EXTENSION TO
<br />(FOR PAVED AREA)
<br />FINISHED GRADE
<br />BE PROVIDED AS REQUIRED.
<br />RETAINING WALL TYP.
<br />(FOR NON-PAVED AREA)
<br />L
<br />1,
<br />3. VALVE EXTENSION SHALL BE MECHANICALLY
<br />TOS EL = 83.5
<br />ATTACHED AND SHALL HAVE A STAINLESS
<br />IN
<br />TOS EL = 83.5
<br />NOTE:
<br />-COMPACTED EARTH
<br />STEEL PIN AT THE VALVE AND SHEAR PIN
<br />POND
<br />SECTION
<br />C-C_
<br />N.T.S.
<br />ONLY AT THE OPERATING NUT.
<br />R
<br />3* PVC W/ THREADED PVC
<br />5. ALL PVC PIPE SHALL REQUIRE TWO
<br />CL 2- MIN.-
<br />I
<br />INVERTED KEY PLUG (FLUSH)
<br />INSULATED METALLIC LOCATING
<br />:2 W
<br />Li
<br />CAST IRON, ROADWAY TYPE,
<br />WIRES (10 GAUGE SOLID COPPER)
<br />0
<br />V)
<br />x:3
<br />EDmm®®M
<br />EXTENSION VALVE BOX (INSIDE SCREW)
<br />TAPED WITH 2* WIDE DUCT TAPE TO
<br />TOP CENTERLINE OF THE PIPE
<br />z
<br />SLEEVE AS REQUIRED
<br />SLEEVE AS
<br />(PVC OR DIP)
<br />AT EVERY JOINT AND 4 TO 5
<br />REQUIRED
<br />�
<br />E=EM12MMMW
<br />FEET SPACING.
<br />(DIP)
<br />COMPACTED BACKFILL
<br />PER SPECIFICATIONS
<br />6. LOCATING WIRES TO TERMINATE
<br />4* ABOVE CONCRETE VALVE PAD
<br />MEMEMMMM
<br />TWO (2) PAIRS OF GREEN INSULATED METALLIC
<br />AND FOLDED BACK INSIDE 3" PVC
<br />MMEOMMM
<br />10 GAUGE SOLID COPPER WIRE (TYP.)
<br />ACCESS PIPE AND PLUGGED.
<br />EACH PAIR HEADING ON OPPOSITE DIRECTIONS
<br />7. LOCATING WIRES SHALL BE CAPABLE OF
<br />Minimum Footage of Pipe Restraint
<br />H-8: Horizontal Bend
<br />VU-B: Vertical-Up Bend
<br />VD-B: Vertical-Down Bend
<br />RESTRAINED JOINT STANDARD
<br />T S
<br />NOTES:
<br />PAVED AREAS ---NON-PAVED AREAS
<br />1. EXTENSION ON VALVE BOX SHALL BE
<br />24*x 24*x 6" 3000 PSI
<br />CONCRETE COLLAR WITH
<br />45.7' 12.6', 134.42'
<br />C.I. COVER INSCRIBED FOR WATER OR SEWER
<br />SET SO AS TO RESERVE 1/2 OF THE
<br />106.5
<br />ADJUSTMENT LENGTH FOR FUTURE USE.
<br />W.W.F. 6x6 - W2.1 xW2.1
<br />5
<br />tA--
<br />TOB EL 88.5
<br />. ..... ...
<br />8.0
<br />.0
<br />CONCRETE VALVE PAD
<br />2. OPERATING NUT SHALL BE SO AS TO
<br />PAVEMENT
<br />EXIST GRADE--"
<br />BE WITHIN 12" OF GRADE. EXTENSION TO
<br />(FOR PAVED AREA)
<br />FINISHED GRADE
<br />BE PROVIDED AS REQUIRED.
<br />RETAINING WALL TYP.
<br />(FOR NON-PAVED AREA)
<br />L
<br />1,
<br />3. VALVE EXTENSION SHALL BE MECHANICALLY
<br />TOS EL = 83.5
<br />ATTACHED AND SHALL HAVE A STAINLESS
<br />IN
<br />TOS EL = 83.5
<br />NOTE:
<br />-COMPACTED EARTH
<br />STEEL PIN AT THE VALVE AND SHEAR PIN
<br />POND
<br />SECTION
<br />C-C_
<br />N.T.S.
<br />ONLY AT THE OPERATING NUT.
<br />R
<br />3* PVC W/ THREADED PVC
<br />5. ALL PVC PIPE SHALL REQUIRE TWO
<br />CL 2- MIN.-
<br />I
<br />INVERTED KEY PLUG (FLUSH)
<br />INSULATED METALLIC LOCATING
<br />:2 W
<br />Li
<br />CAST IRON, ROADWAY TYPE,
<br />WIRES (10 GAUGE SOLID COPPER)
<br />0
<br />V)
<br />x:3
<br />EXTENSION VALVE BOX (INSIDE SCREW)
<br />TAPED WITH 2* WIDE DUCT TAPE TO
<br />TOP CENTERLINE OF THE PIPE
<br />z
<br />SLEEVE AS REQUIRED
<br />SLEEVE AS
<br />(PVC OR DIP)
<br />AT EVERY JOINT AND 4 TO 5
<br />REQUIRED
<br />�
<br />FEET SPACING.
<br />(DIP)
<br />COMPACTED BACKFILL
<br />PER SPECIFICATIONS
<br />6. LOCATING WIRES TO TERMINATE
<br />4* ABOVE CONCRETE VALVE PAD
<br />TWO (2) PAIRS OF GREEN INSULATED METALLIC
<br />AND FOLDED BACK INSIDE 3" PVC
<br />10 GAUGE SOLID COPPER WIRE (TYP.)
<br />ACCESS PIPE AND PLUGGED.
<br />EACH PAIR HEADING ON OPPOSITE DIRECTIONS
<br />7. LOCATING WIRES SHALL BE CAPABLE OF
<br />DETECTION BY A CABLE LOCATOR
<br />WATER OR FORCE MAIN
<br />AND PASS A FIELD CONOUCTNITY TEST
<br />OBSERVED BY THE COUNTY FROM END TO
<br />END OF WIRES.
<br />B. SPLICES SHALL BE CAPABLE OF COMPLETE
<br />SUBMERSION, SUCH AS BUTT SPLICE WITH
<br />RAYCHEM HEAT SHRINK TUBING.
<br />UNDISTURBED
<br />DUCT TAPE
<br />EARTH
<br />OYP-)
<br />9. NO MORE THAN ONE SPLICE BETWEEN
<br />VALVES IS ALLOWED.
<br />PAVED & NON-PAVED AREAS
<br />GATE VALVE & TRACER WIRE
<br />0
<br />SEE PLAN 15, MIN.
<br />I EXTRUDED CONCRETE CURB (AT GRADE)
<br />EXISTING GRADE (NO EXCAVATION)
<br />6' COMPACTED SUBGRADE (95% AASHTO T-1801LBR 20)
<br />L �6- PERVIOUS CONCRETE PAVEMENT AT GRADE
<br />I EXTRUDED CONCRETE RIBBON CURB
<br />L-IMPERVIOUS PAVING WICOMPACTED BASE & SUBGRADE
<br />PER FLORIDA CONCRETE PRODUCTS ASSOCIATION, INC.
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<br />JOB #:
<br />0 1 718.0002
<br />7E-c 77P RNG:
<br />02-26S-2 I E
<br />DATE: 05-07-10
<br />45.7' 12.6', 134.42'
<br />2,67, 55'
<br />106.5
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<br />F
<br />88.5
<br />5
<br />tA--
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<br />\-8*
<br />CONC
<br />RETAINING WALL TYP.
<br />L
<br />CONC FLUME
<br />TOS EL = 83.5
<br />TOS EL = 83.5
<br />NOTE:
<br />SOD ALL POND BANKS & SEED /MULCH POND BOTTOM
<br />POND
<br />SECTION
<br />C-C_
<br />N.T.S.
<br />0
<br />SEE PLAN 15, MIN.
<br />I EXTRUDED CONCRETE CURB (AT GRADE)
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<br />6' COMPACTED SUBGRADE (95% AASHTO T-1801LBR 20)
<br />L �6- PERVIOUS CONCRETE PAVEMENT AT GRADE
<br />I EXTRUDED CONCRETE RIBBON CURB
<br />L-IMPERVIOUS PAVING WICOMPACTED BASE & SUBGRADE
<br />PER FLORIDA CONCRETE PRODUCTS ASSOCIATION, INC.
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<br />JOB #:
<br />0 1 718.0002
<br />7E-c 77P RNG:
<br />02-26S-2 I E
<br />DATE: 05-07-10
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