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00
<br />0
<br />ASIM
<br />Bruce tobe re,rrIaad after all
<br />Line Post other f . nice consilvr0lon is
<br />co -W t.d
<br />6, ec ted by the Engineer
<br />Horixmhol brace with Truss rod may be used
<br />as an olto,noko to a No9onal brace Lina post
<br />-N.9ond brace Tension .;,so ------ -
<br />Brace
<br />IT
<br />It 19
<br />P.0 Concrete
<br />'a, Gine Past's or 1000' I'm inte-19
<br />Not 1-0 thou 3 t; 0 Cruse braced and trussed in both directions
<br />END AND CORNER see h an of post �;kh onio. of 0, &,utopt that this bracing and t-soing
<br />POST ASSEMBLY may be oltlod when the fabric is
<br />stretched by equipment
<br />2'-6r for fab is loss than 64T high
<br />2�p"-fr (o, rabr;c I.Int than 60" h1qh X--0" r o; fobrkT 60'ond Wer
<br />3'- " Por abric Wood aver
<br />asoma t,,,aa
<br />vw;1
<br />omo Peet ran, - M" to ten poet
<br />P/L P/t, Bata panel
<br />h.H-t.1 III- An
<br />An
<br />fabric on 6" or as specified u-, vaso
<br />outside ofor shown on 0.1<
<br />fence det01
<br />01 Pin ,, -a- .__�
<br />(See note below)
<br />Facility. _F,c C -to 3' 6, at 4- so"
<br />NOTE,: offset to be 2* -Q" at monument locations
<br />measured it fl, or)9I-e,,s to RIW lines.
<br />Toper to achieve offset to be at least 20' long,
<br />FENCE LOCATION
<br />Typical Fabric Mounting Details m GATEPOST
<br />- - -- - - - -
<br />fence Gore lkaoioal
<br />Weight
<br />_�IA
<br />TYPICAL MEMBER DIMENSIONS (See Notes) line #Ight WidUn - --------
<br />per Foot
<br />ne pool$ cm, L'AIh Is Co- Pm. Up thng 6' 2 1/2 4,9$
<br />Fence
<br />H,hqht
<br />Round RIA P-od RA ro"re Round Poll Facrned 6-0" a- d'u- 12, 4' 10,79
<br />Formed (10) _TT F-1 (10) F1 and
<br />11
<br />Less
<br />443
<br />a,- 101te
<br />... . . . . ... - ----- - ------- - - - LIP th,v 6'
<br />O'er
<br />NOTES: a V_ 12' 1*
<br />1, The above table shwa exorriplei of post and brocei sections which
<br />cornioly with the rpocinc.ti000 a- "r 9" 18,97
<br />2, S -tin" h -o in the lobves -st area co -ply Irth the strength
<br />or
<br />,,q,,;1ern_tS and other P,;1;oo9 of the SpeciAcotio's W,11wu` J
<br />THRUS_l BLCA (_ K DETAILS
<br />Co
<br />IT
<br />00
<br />A"
<br />BEND
<br />(D
<br />T
<br />--I "A" I --,-
<br />TEE OUTLET'
<br />4,5' Max.
<br />4
<br />Is
<br />Min.
<br />EACH END TYPICAL SECTION
<br />T H R U
<br />THRUST BLOCK
<br />THRUST BLOCK (DIMENSIONS
<br />7Tr .7 - - - - ----------- 7 T
<br />FI H-INGS =17 L FITTINA
<br />"
<br />6" LI N E 1 Q l INE
<br />4 2'-, 0" 2'- 0" 41 -0" 3'-- 0"
<br />s, 0" 2,-6,1 5'- 6"
<br />t -F 0" 2'- 0" 0" 4'- 0"
<br />3 4
<br />DEAD END 31-o" 2'-- 0" 41--o" 4'-, 0"
<br />_T_ -IN
<br />-
<br />TEE OUTLET X- 6" 3'-- 0" 51 - 6" 4'--- 0"
<br />DEAD END 31--o" 4'-0"
<br />3. Other sections which comply enth the strength ro 7u,roments nod other
<br />a(the SpIKifl-tions may be used on opplo-ol of the Enqint-f NOTE.,
<br />4, Op t ; . "IwI.;d shoe
<br />0 be onifo- an -y one P,.i*a xh -0 6,� -4
<br />3. D;ro-sior,9:ho:m ore nominal L."
<br />:
<br />fL Plastic %for a, required when If-eir" on the pion*
<br />P#v;Ied
<br />CHAIN LINK FENCE - -----
<br />P- 1,, DFWbV Do by JLD
<br />COUNTY OF SAN JOAQUIN SEPT,1991 .'I cb-Lby
<br />J
<br />NONE 1"WT1I"T 001 "LO WOWS ria NONE
<br />8
<br />-Curb, gutter, and -Edge of
<br />sidewalk pavement
<br />3 AC;
<br />W W
<br />12' 12"
<br />- 1pa pavement
<br />e 'n t"'
<br />F 4'
<br />J_
<br />IW -
<br />4'
<br />Blt,ie Reflective Povernent Marker -
<br />PLAN VIEW R/W
<br />Variable
<br />Breok-off
<br />check valve or
<br />Valve box, frame and lid joint as req
<br />refer to Standard Drawing by director
<br />No. W-4, N
<br />2" above ground line
<br />Flanoed by ring-tite adaptor
<br />(is required)
<br />Water rnoir
<br />2' x 4' concrete
<br />anchor block
<br />F _EEE 4
<br />4
<br />It a
<br />Conc, thrust block
<br />refer to Stonclord
<br />Drawing No. W-5
<br />Conc. thrust
<br />block refer to 6" flanged or flanged by
<br />Standard Drawing ring-tite gate valve
<br />No. W-5.
<br />Tifco No. 11 tee or equal
<br />NOTES:
<br />1 Fire hydrants shall be placed with pumper outlet facing directly towards
<br />the. street.
<br />2. Fire hydrants shall be clean and free of concrete.
<br />3. Fire hydrants to be Arnerican Darling model 8 -628, Long Beach model 615,
<br />James Jones J-4060, Dresser M & H style 929 "reliant", Mueller "Centurion"
<br />or 11 Modern Centurion", or approved equal with (2)2 1/2" & (1)4" outlets.
<br />Dry barrel in the Stockton area; (2)2 1/2" & (1)4 1/2" wet barrel in other
<br />areas as approved by the fire chief.
<br />4. All hydrants sholl be pointed OSHA safety yellow or as approved by the
<br />fire district,
<br />5. Break off check valve, Long Beach Iron Works, model 1-8 400, or
<br />approved equal
<br />,4pp h;
<br />Np T_p0'it0_d_ 1 T . . -,Al
<br />FIRE H"Y'DRANT
<br />0,ar,m by JLD 8
<br />Checked by COUNTY OF SAN JOAQUIN onto SEPT, '1991
<br />S,olo NONE OETIARF,tFNT Of PUkid WORXt Drawing No. W - 2
<br />0
<br />NOTES:
<br />1 All thrust blacks shall= be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2. Thrust block dimensions were
<br />calculated to allow ca soil
<br />beciring value of 1,00 : 0 pounds
<br />per square foot.
<br />Applo,od by
<br />THRUST BLOCK DETAILS :77ep-n�F
<br />COUNTY OF SAN JOAQUIN pats SEPT. 1991
<br />DEPARTMENT Of PLIOM WORKS Drawing Not, W .- 5
<br />I
<br />18,
<br />7 7 77Z
<br />ZONE C
<br />ZONE A 4"
<br />2 No adopter joints in
<br />special pipe 7J
<br />Z
<br />WA
<br />Water
<br />W AIN
<br />\ZONE n MAIN
<br />B
<br />ZONE No adapter joints in special pipe
<br />ZONE D
<br />3'
<br />6' 4�
<br />10 /Z
<br />7�;�O �NE
<br />PARALLEL CONSTRUCTION PERPENDICULAR CONSTRUCTION
<br />NOTE: Dimensions are from outside of water main to outside of sewer,
<br />all crossings shall be at 90" where possible.
<br />CASE 1: New sewer --existing water main
<br />ZONE A: Sewer lines will not be perrnitted in this zone without special
<br />permission from County Environmental Health,
<br />ZONE 13: Extra strength vitrified clay pipe, with compression joints; or
<br />rubber gasketed plastic pipe conforr-ning to ASTM D'3034-81 SDR --,35
<br />specifications,
<br />ZONE C/D: Where sewer will carry flows from industrial or commercial clevelop-
<br />rnent class 50 or heavier ductile iron pipe with standard bituminous
<br />coating and approved mechanical joints shall be used. Where sewer
<br />will carry flows from residential developments only ductile iron pipe
<br />as above, class 200 PVC (DR 14 per AWWA 0900) plastic pipe a r
<br />rubber gasketed pipe confor-ming to ASTM D3034...-.81 SDR -'-35
<br />specification may be used. In leach case a rninirnurn 18 foot length
<br />of pipe with no joints shall becentered at the water main, No
<br />adaptor joints will be allowed closer than 8 feet to the water line.
<br />CASE 11: Now water main- existing sewer,
<br />No water mains shall be constr'T.icted without special permission
<br />from County Environmental Health Dept°
<br />ZONE 13: If the sewer does not meet thre�. ZONE 8 requirements given above
<br />the water main shall be of clogs 200 pipe or equivalent,
<br />ZONE C: No water mains shall be constructed without special permission
<br />from the County Environmental Health Dept. If perr-nission is granted,
<br />the sewer shall be encased with reinforced concrete (is detailed below,
<br />or, reconstructed per case I ZONE C�D requirements.
<br />ZONE 0: The sewer shall be encased with rei forced concrete as detailed below,
<br />or reconstructed per case I ZONE C/D requirements,
<br />ZONE P: Prohibited construction zone.
<br />6"
<br />N .. I ba r sl NOTE:
<br />1 Sewer lines larger than 24" diameter,
<br />T
<br />house laterals above pressure water
<br />Acceptable reinforced mains & sewer lines within 25' of low
<br />6" concrete encasernent head water mains, shall be reviewed
<br />detail (class B P,C-C,) and approved by the County
<br />-----#4 bar hoop 24" OC, Environmental Health Dept.
<br />- ----- Apo, od by
<br />By TER-SLWER I� I"'.d,,.&._ ,&- ua
<br />W A ;"Kt , a
<br />S-PARATION STANDARDS ------
<br />preen by i LID
<br />Chec$J by COUNTY OF SAN JOAQUIN Our- SEPTI 1 9
<br />8 DEPARTMENT OF PUOUC WORKS pawing No, W - 7
<br />Wire riot
<br />required
<br />between
<br />these volves
<br />If Witirlir) 10'
<br />of tee
<br />Riser
<br />Valve
<br />#10 AWG, single strand, soft drown
<br />copper wire; bore along pipe, 4/64" See
<br />polyvinyl chloride insulation outside, detail
<br />of valve riser pipe and into the below
<br />valve. box
<br />VA LVE D E T A I L
<br />Cover splice with
<br />electrical tape
<br />iris together
<br />-or of fitting
<br />Insulation into Soldered
<br />valve box (remove connection, bare
<br />at splice) wire along pipe
<br />1--'L- I `II,, A I L
<br />TYPICAL LAY0__'UT
<br />NOTES:
<br />1) Wire to be continuous between valve boxes,
<br />except as noted,
<br />2) Bare wire not to touch valves or fittings,
<br />3) Locating wire to be laid at bottom of trench,
<br />next to pipe,
<br />Na.
<br />LOC IRE
<br />It
<br />INSTALLATION
<br />COUNTY OF SAN JOAQUIN
<br />OEPARTMENT OF PURIJC WORKS
<br />gra+n by J LD
<br />�hhckad by
<br />NONE
<br />care SEPT. 1991
<br />"aIN -
<br />Sign - State of Calif, Hwy.
<br />Sign - State of Calif. Hwy Code W-57 (24"x4T)
<br />Code SW --42 (30"x,30")
<br />7,
<br />Cade W-57 24 x1
<br />SIGNS
<br />1 Signs shall be posted on 2" I.D. gclv
<br />pipe in urban areas and either pipe or
<br />4:4x4" posts in rural areas.
<br />2. Stop sign sizes shall be 30" for
<br />urban areas and 36" for rural areas.
<br />3, Sign -- State of Calif. Hwy. Code 0
<br />SW -43 shall be posted at curves
<br />when needed,
<br />Sign - State of Calif.
<br />Hwy, Code "type N-Y'rs
<br />24-7x24" (reflective
<br />yellow background)
<br />T INTERSECTION SIGN No/
<br />I ell, to
<br />(post across from intersection)
<br />N oT A
<br />THROUGH
<br />STREET
<br />LAN E REDUCTION
<br />Sign State of Calif.
<br />Hwy, Code W53 (24"x24') SIGNING
<br />or as required by the
<br />Public Works Dept. 1� Center the lone reduction sign
<br />-0 behind Type A barricade
<br />CL (barricade to be placed on a
<br />4"x4" Redwood or skew with Type N -'-'r' signs
<br />pressure treated Douglas attached).
<br />Fir post (typ.) or 2� Place Class I flexible post
<br />2" 1, D. galv. as delineators (Cal Trans A74) at a
<br />required '10 : 1 toper preceding the
<br />Type A barricade (minimum of
<br />77- 5 delineators).
<br />2 VW, \FF/
<br />(o (a 1\1�\ Flatten pipe
<br />(typ
<br />TYPICAL SIGN
<br />Na. BY
<br />TRAFFIC SIGNS
<br />o
<br />Drawn by J LID
<br />clt,iockod by COUNTY OF SAN JOAQUIN Outs, SEPT 19911
<br />DEPARTUFNT OF Drawing WORKS O-ing No. R -- 26
<br />Scale N C N E
<br />R W SIEGFRIED & ASSOCIATES CIVIL ENGINEERS
<br />4045 CORONADO AVENUE STOCKTON, CALIFORNIA
<br />ED P AA N B Y e D C, -Hf CKED By AJ 4 JOBNO
<br />. . ........
<br />D F, S I G N
<br />L)FSIGN By �,3y F B Na filet. NO
<br />3 9.4-3
<br />A
<br />n V,
<br />Z
<br />0
<br />U.1
<br />I
<br />DATE
<br />MARCH
<br />1991
<br />vy
<br />DRAWN BY:
<br />... . . . . . .
<br />it
<br />RDC
<br />CHECKED
<br />BY
<br />"M
<br />AJL
<br />JOB NO
<br />8 r
<br />f L
<br />N
<br />6]
<br />�y
<br />11L
<br />OF
<br />SHEETS
<br />
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