|
rf
<br />2" Typ.NOTES:
<br />4"
<br />-
<br />`materials
<br />special pipe
<br />iw
<br />1.
<br />One street sign is required
<br />See Note 10
<br />better than the existing pavement
<br />2.
<br />Bl each intersection.
<br />Block numbers are to be acquired
<br />H Iv 100 E
<br />/
<br />No adapter joints in special pipe
<br />from the San Joaquin County
<br />-
<br />°X
<br />�
<br />s
<br />I
<br />t
<br />-1
<br />1.
<br />If distanceis horn carp to back of
<br />n leo short to
<br />�*
<br />C
<br />Retaining earn it
<br />' 1/2" R (typ)N
<br />Aore
<br />3.
<br />See improvement plans for
<br />H°
<br />OIr
<br />APPURTENANCES SHALL CONFORM
<br />o mea a ramp and 4'
<br />location of traffic control
<br />4'
<br />ry oe sage
<br />C
<br />devices.
<br />TYPICAL STREET
<br />SIGN
<br />A I
<br />The length of the street sign
<br />ac
<br />«dorm
<br />platform di in Cale A.
<br />s
<br />o"I De ds-
<br />BY S.J.Co. DEFARTUENT OF PUBLIC
<br />WORKS.
<br />of aid.
<br />of sidewalk
<br />3. STREET LIGHTS SHALL BE ENERGIZED
<br />ompact in 12" max. �\
<br />'gs
<br />c f
<br />E A
<br />W
<br />the may
<br />pressed longitudinally,
<br />in Ca" 9 C may
<br />See Standard Drawingwin9 No. R-23
<br />Z
<br />MENTS SHALL BE MADE WITH P,G.&E,
<br />TO EITHER INSTALL THE STREET LIGHTS,
<br />Of 95%• under pOvement
<br />. S Solt
<br />- '� 10
<br />Note
<br />and shoulders, and ----------
<br />\---------- / \ --____--- Variable
<br />907°
<br />~
<br />sign locations.
<br />as or or
<br />'n
<br />o
<br />a
<br />6.
<br />Stop signs shall be 30" for
<br />TT
<br />relative compaction
<br />O
<br />°2
<br />- Crosswalk
<br />; of 85%.
<br />O.D./2Compact in 6" levers
<br />M idonad " Ca" D.
<br />areas.
<br />to a minimum relative
<br />Compaction of 90%.
<br />rv�
<br />10" Min. O.D. 10" Min. 10" Min. O.D. 10" Min.
<br />walk
<br />N
<br />12.5X
<br />wrapped one side through
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />3.
<br />a
<br />r Nole 10
<br />every expansion joint.
<br />of Sidert
<br />Planting
<br />fax' r^M,o I T
<br />2.
<br />If sidewalk is loss than
<br />full
<br />5.
<br />w� 5.33X
<br />x R/W
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />6.
<br />Alla
<br />2
<br />o +
<br />CURB & GUTTER
<br />S' wkds, the width of
<br />de-
<br />a 3 year bond.
<br />Ma% I
<br />4. When shown by soil composition and compoctobility, ninety percent (90%)
<br />V
<br />'m
<br />compaction may be used, when approved by the Director of Public Works.
<br />urb Full Curb
<br />4•
<br />the sidewalk shall De
<br />pn"e0 as shown in Case C.
<br />6,
<br />MIN. IdIN.
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />Variable
<br />12.5E
<br />o.w.. w
<br />-�= Haight
<br />provisions but in no case shall the shoulder be less than three feet wide as measured
<br />1 1/2"
<br />C -
<br />PianPil
<br />Maa, n:I
<br />A
<br />3.
<br />AS an alternate t° Case A, one
<br />COMMERCIAL & INDUSTRIAL
<br />Area
<br />al q
<br />cure as 1
<br />'-
<br />(typ•) 1" -
<br />° �_
<br />p1e,,,„
<br />g Y
<br />e m v I Crosswalk �-
<br />ramp may be plm in the center
<br />o/ t caro n/urn as in Coss E
<br />owl. °°
<br />COUNTY OF SAN JOAQUIN
<br />ow. SEPT. 19
<br />1
<br />Slope 1%4" per 1'
<br />groom
<br />finish N
<br />sr.w
<br />CASE A
<br />Retaining curb if
<br />4.
<br />of c ramp r lcrosd in center
<br />of cure con-
<br />C
<br />See Note I f it located
<br />in center of curb return
<br />A B
<br />4,
<br />- ° e- . -•.s. i0
<br />lV -
<br />5/8"
<br />spaced
<br />e
<br />t,� neces2ary t edge
<br />�of aitlewalk
<br />4------
<br />1/2" & 3 1/7' key '
<br />t must be smsiik
<br />fpuralion mint De simdor to
<br />Not mown on lel pion to
<br />thataccShown
<br />4.5' min. for
<br />CASE C
<br />one side through unless
<br />poured monolithic
<br />or
<br />Case F
<br />every
<br />I
<br />wheelchairs.
<br />4 7/Y curb.
<br />6' for (Sidewalk Res than 5'
<br />wide)
<br />See Note 6
<br />5.
<br />If planting °res width is eaual
<br />min.
<br />8.33
<br />to or greater than romp length,
<br />6' curb
<br />X. d
<br />forms side slope x• distonce•T.
<br />E y See
<br />(S" Cos. G)
<br />Note 10
<br />g "o « w
<br />N E
<br />6.
<br />For Cafes F antl G, the
<br />portion of the
<br />4'�
<br />Sidewalk m
<br />may need to be dB.
<br />A
<br />pressed as shown ry Gose B.
<br />passed
<br />.
<br />9
<br />].
<br />If located on a was
<br />Front
<br />Edge
<br />,t
<br />12.5% M
<br />d
<br />sides of the ramp need not
<br />be but [ e minimum
<br />d
<br />-
<br />`
<br />1
<br />N
<br />Max. r Front Edge of
<br />n q
<br />parallel,
<br />wI of the romp shall De 4'
<br />w
<br />H3
<br />rKiz
<br />See No4 10
<br />Sidewalk
<br />at
<br />m Sidewalk
<br />9
<br />cum
<br />a.
<br />The Psalm of mer p shod
<br />o
<br />see Noce 10
<br />Ll See Note 11 if located
<br />have a 1/2" lip of s5\
<br />r 1tax
<br />Mar
<br />From Eag< of
<br />Sidewalk
<br />--e,
<br />in center of caro return
<br />9.
<br />Sidewalk and romp. thickness.
<br />jI
<br />o Z l o[
<br />Plant ng
<br />CASE B
<br />r. moll be a min.
<br />curb
<br />Ara
<br />k
<br />x
<br />10.
<br />the roma aha/ have a wia<
<br />_} Z
<br />,
<br />border with 1/4" grooves ap-
<br />f
<br />Use rooves on slap n See note 13 a' min,
<br />g pig
<br />O.C. See
<br />Oro.imoUly 3/4' Th
<br />A
<br />N
<br />2" Typ.NOTES:
<br />4"
<br />-
<br />`materials
<br />special pipe
<br />iw
<br />1.
<br />One street sign is required
<br />M p I A ( ST
<br />better than the existing pavement
<br />2.
<br />Bl each intersection.
<br />Block numbers are to be acquired
<br />H Iv 100 E
<br />/
<br />No adapter joints in special pipe
<br />from the San Joaquin County
<br />-
<br />°X
<br />�
<br />s
<br />pavement, minimum of 0.25 feet.
<br />Community Developement
<br />NOTES
<br />�*
<br />with identification marks
<br />Department.
<br />' 1/2" R (typ)N
<br />M ro
<br />3.
<br />See improvement plans for
<br />H°
<br />OIr
<br />APPURTENANCES SHALL CONFORM
<br />locations
<br />location of traffic control
<br />TO P.C.&E. STANDARDS AND
<br />SPECIFICATIONS.
<br />- Existing Pavement
<br />C
<br />devices.
<br />TYPICAL STREET
<br />SIGN
<br />4.
<br />The length of the street sign
<br />BY S.J.Co. DEFARTUENT OF PUBLIC
<br />WORKS.
<br />varies due to the length of
<br />3. STREET LIGHTS SHALL BE ENERGIZED
<br />ompact in 12" max. �\
<br />the street name.
<br />}'-Q" layers t0 a min. 3'-0"
<br />W
<br />5
<br />See Standard Drawingwin9 No. R-23
<br />Z
<br />MENTS SHALL BE MADE WITH P,G.&E,
<br />TO EITHER INSTALL THE STREET LIGHTS,
<br />Of 95%• under pOvement
<br />for proposed sidewalk
<br />OR AGREE TO ACCEPT THEM FOR OPERA-
<br />and shoulders, and ----------
<br />\---------- / \ --____--- Variable
<br />907°
<br />Z
<br />sign locations.
<br />\-_-_-_-_-_--_--_-_ outside shoulders. \
<br />Variable --- - -
<br />-- - Compact in 24" max.
<br />o
<br />a
<br />6.
<br />Stop signs shall be 30" for
<br />TT
<br />relative compaction
<br />O
<br />urban areas and 36" for rural
<br />; of 85%.
<br />O.D./2Compact in 6" levers
<br />Z
<br />areas.
<br />i
<br />Edge of pavement
<br />or back of dike
<br />DiN
<br />FACE C
<br />portion of ramp
<br />when roo.,ng detail. a su ace
<br />Top of Romp y
<br />located in center h at foms mall have o transverse �y `-
<br />curb return 433% mea. 2f, Moe bloomed surface teature rougher CASE D CURE
<br />Lip �� than the svrd.rding sidewalk wr.` o� 6 rUfa
<br />Raaadld except when located In center Face of ,roan /
<br />SECTION A-Acurb Case G
<br />n. when .amp b«alae In ( C
<br />See a' center of curb return, it Sae Note fi 1
<br />snail be grooved in a nerving- See Note 10 / N
<br />note 13 Retaining Curb if Dane pattern with 1/i grooves n /
<br />necessary approximately 1 1/2" ob, See f /\ � / \ � St, ;rid $fleet--'��
<br />Up 8.339. grooving dettail. Groov<a should M1 max. \� I sign ;cation
<br />Max �27Max. be oiignad par°Ile1 to cros.wolk
<br />�- stNpea to direct blind pedes-
<br />Mans into appropriate oc
<br />crosswalk. ' q 2" I. D. gale . -J
<br />°°fpr "° e2S'o STOP AND STREET SIGN
<br />To of Ram z apprnx. 1 i/2 on pipe
<br />To, D 12. Ramo sine slope vo=les Sae Note 11 o sloping portion
<br />Rounded SECTION B -B uniformly from a maximum .1 (-1/: I of ramp LOCATION DETAIL
<br />Depress entire sidewalk os required up to 12.5% at curb to con- q p yI
<br />form Wein longitudinal sldewaik u 1 1D" flatten
<br />slope adjacent to top of the a5 1- e
<br />romp, except In Case. C & G. I pipe
<br />Retaining Curb if 13. 6' for 4 1 Y Curb height and 2% 12.57. Mox.
<br />Lip necessary sloping aidf alk. Far cam at win i I TYPICAL STOP AND STREET
<br />2% Moxa height use e' ramp or case C. Crosawalik --^1 -.-t/<
<br />SIGN INSTALLATION
<br />Case E LIP DETAIL GROOVING DETAIL.
<br />E . 3' inn for 4 1/2' curb See Note 8
<br />SECTION C -C
<br />Sheet 1 of 2 4- min. for 6' curb Sheet 2 of 2
<br />NO. 1401 By MPr we or ,y. R•wN M "°"°'"' •Y .ww•0 ar
<br />STANDARD STREET o. Revises
<br />HANDICAP RAMP HANDICAP RAMP SIGN DETAILS
<br />rinwn ey JLD onw, JLD M.." h JLD _ (WITHOUT SIDEWALK) I
<br />ew=kew oy COUNTY OF SAN JOAQUIN a•'• SEPT. 1991 c...... a COUNTY OF SAN JOAQUIN o•w SEPT. 1991 c......., COUNTY OF SAN JOAQUIN °"• SEPT. 1991 n by
<br />aipw a EMr OF PUT C WOWS MPMMIR Of •uex: waste a•"'w "°- - I 'it -k a by
<br />NONE °ia•'"° "• R - 1 Old sww. None ori^^• " R - lot a" NONE °f y"syC ""' R 25
<br />R
<br />12" Cost Iron Frame antl Cover - refer
<br />DIa. Or Sq. Standard frame and Top of pavement grade to Standard Drawing No. 5-4
<br />6" cover assembly Eion Joint Typ.
<br />Mortar ,o
<br />Precast reinforced concrete 1 Z
<br />A.C. 4^ L12xpens
<br />' Typ. `- F, 3e• adjustment & 6- recta
<br />°a°O•°° 7 4 & 6" sectlona
<br />•:°:°.......... 8,. :. e :::.ee•, ::•e I � � A as required
<br />:gge +.. :gape:8.gatg. A _
<br />u ': • •e aape"a Precast reinforced
<br />A.B. °°e p�C.J: ii fiep •°O:°' I concrete cone
<br />1 1/2- D- 3 HOLE
<br />EQUALLY SPACED
<br />al 1.5'
<br />3
<br />0
<br />RURAL ROADS from the edge of pavement.
<br />MP R•w•° A NIG H
<br />Approved by TYPICAL TRENCH BACKFILL
<br />STREET L'GHTING °
<br />STA N C ',RDS ol•ealar aI Fabic work. a. w a JLD
<br />ow4••r w COUNTY OF SAN JOAQUIN mw SEPT. 1991
<br />COUNTY OF c JOAQUIN Ipcte FEB. 1994 Slow NONE °r'"`n'°rr °r nm'e woo" e°°••'°"•. R - 29
<br />.dFAn �•:T C .�,.•:,eORKS_.. Orcw:n-luo.-�w•i�--
<br />DICK HOLE
<br />•• ::o°°^$::oe°o°e:o ePI '3 ii :e"leoP:a:e;:.o;:.voae;:=
<br />Flow line of
<br />Cuttsr
<br />2' -O"
<br />All joints mortared and N
<br />4"
<br />-
<br />`materials
<br />special pipe
<br />iw
<br />Backfill with equal to or
<br />M
<br />a
<br />WATE
<br />better than the existing pavement
<br />Undisturbed Survey monuments
<br />3/4"e 30" iron
<br />ZINN
<br />and base in quality. New Pavement
<br />/
<br />No adapter joints in special pipe
<br />- shall be 1" thicker than existing
<br />soil x pin
<br />°X
<br />�
<br />s
<br />pavement, minimum of 0.25 feet.
<br />\
<br />NOTES
<br />New base shall be 1" thicker than
<br />with identification marks
<br />UP of Gutter
<br />N
<br />existing base, minimum of 0.5 feet.
<br />identify service
<br />1. ALL STREET LIGHTING AND
<br />O
<br />H°
<br />OIr
<br />APPURTENANCES SHALL CONFORM
<br />locations
<br />NN
<br />TO P.C.&E. STANDARDS AND
<br />SPECIFICATIONS.
<br />- Existing Pavement
<br />C
<br />2. STREET LIGHT LOCATIONS AT
<br />INTERSECTIONS SHALL BE APPROVED
<br />J
<br />6" Min, -I �►•6' 6"� Ir,- 6" Min,
<br />Z
<br />30
<br />to
<br />W
<br />Mt7N
<br />(Typ-) (Typ.)
<br />BY S.J.Co. DEFARTUENT OF PUBLIC
<br />WORKS.
<br />k-
<br />3. STREET LIGHTS SHALL BE ENERGIZED
<br />ompact in 12" max. �\
<br />PRIOR TO COUNTY ACCEPTANCE OF
<br />}'-Q" layers t0 a min. 3'-0"
<br />W
<br />IMPROVEMENTS. NTS. A YAN
<br />THE YE E D CE ARRANGE-
<br />relative compaction
<br />Z
<br />MENTS SHALL BE MADE WITH P,G.&E,
<br />TO EITHER INSTALL THE STREET LIGHTS,
<br />Of 95%• under pOvement
<br />v----------
<br />r
<br />OR AGREE TO ACCEPT THEM FOR OPERA-
<br />and shoulders, and ----------
<br />\---------- / \ --____--- Variable
<br />907°
<br />Z
<br />TION AND MAINTENANCE UNDER THEIR
<br />LSI RATE SCHEDULE AFTER INSTALLATION.
<br />E
<br />\-_-_-_-_-_--_--_-_ outside shoulders. \
<br />Variable --- - -
<br />-- - Compact in 24" max.
<br />o
<br />a
<br />CLASS
<br />_ = layers to a minimum
<br />D+12"
<br />R/W
<br />relative compaction
<br />O
<br />C
<br />; of 85%.
<br />O.D./2Compact in 6" levers
<br />Z
<br />2.
<br />to a minimum relative
<br />Compaction of 90%.
<br />dowels, greased and
<br />10" Min. O.D. 10" Min. 10" Min. O.D. 10" Min.
<br />E. �'
<br />D.
<br />+ O.C. Min, + C.D.C. Min.
<br />1
<br />wrapped one side through
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />3.
<br />All rodii are 3/4" unless otherwise specified.
<br />NOTES:
<br />every expansion joint.
<br />1. Relative compaction of materials shall be tested in accordance with
<br />Curb, gutter, and sidewalk should hove a broom finish.
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />5.
<br />method No. California 216 or 231.
<br />x R/W
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />6.
<br />a�
<br />3. Jetting or ponding will be permitted within the street Right of Way with
<br />CURB & GUTTER
<br />ao I
<br />a 3 year bond.
<br />under all concrete and compact to 90%. Subgrade material under curb gutter
<br />4. When shown by soil composition and compoctobility, ninety percent (90%)
<br />'m
<br />compaction may be used, when approved by the Director of Public Works.
<br />4•
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />6,
<br />MIN. IdIN.
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />Variable
<br />2'-0" Level line
<br />o.w.. w
<br />TYPE 1'A"
<br />provisions but in no case shall the shoulder be less than three feet wide as measured
<br />RURAL ROADS from the edge of pavement.
<br />MP R•w•° A NIG H
<br />Approved by TYPICAL TRENCH BACKFILL
<br />STREET L'GHTING °
<br />STA N C ',RDS ol•ealar aI Fabic work. a. w a JLD
<br />ow4••r w COUNTY OF SAN JOAQUIN mw SEPT. 1991
<br />COUNTY OF c JOAQUIN Ipcte FEB. 1994 Slow NONE °r'"`n'°rr °r nm'e woo" e°°••'°"•. R - 29
<br />.dFAn �•:T C .�,.•:,eORKS_.. Orcw:n-luo.-�w•i�--
<br />DICK HOLE
<br />•• ::o°°^$::oe°o°e:o ePI '3 ii :e"leoP:a:e;:.o;:.voae;:=
<br />Flow line of
<br />Cuttsr
<br />2' -O"
<br />All joints mortared and N
<br />4"
<br />-
<br />rn
<br />special pipe
<br />iw
<br />bonded with mortar on Diem- 4
<br />M
<br />a
<br />WATE
<br />4
<br />Undisturbed Survey monuments
<br />3/4"e 30" iron
<br />ZINN
<br />both interior and
<br />exterior surfaces
<br />`.-.basement
<br />/
<br />No adapter joints in special pipe
<br />or 'S' (two inches
<br />soil x pin
<br />°X
<br />�
<br />s
<br />(typ.)high)
<br />\
<br />ZONE
<br />O
<br />with identification marks
<br />UP of Gutter
<br />N
<br />Precast reinforced manhole,
<br />7 d' t v
<br />identify service
<br />1"xt 1/4" PICK HOLE
<br />O
<br />3'
<br />1
<br />ZONE C
<br />2,-6"
<br />_a
<br />4"
<br />No adapter joints in
<br />rn
<br />special pipe
<br />"W'
<br />LL
<br />M
<br />a
<br />WATE
<br />4
<br />MAIN
<br />ZINN
<br />N
<br />/
<br />No adapter joints in special pipe
<br />or 'S' (two inches
<br />ZONE D
<br />°X
<br />�
<br />s
<br />(typ.)high)
<br />\
<br />ZONE
<br />O
<br />PLA e ASTM CBt . tus o
<br />TYPICAL SECTION B fjjj proper elevation. (uired3'. &, p \ PARALLEL CONSTRUCTION PERPENDICULAR CONSTRUCTION
<br />4' sections as required)
<br />aA a` NOTE: Dimensions are from outside of water main to outside of sewer.
<br />I Notes: slam. > PLAN VIEW all crossings shall be at 90 where possible.
<br />I•-2' Typ. 38"� CASE I: New sewer -existing water main
<br />Cast Iron Hood Top of Curb 1, Eccentric cones shall be 10 ZONE A: Sewer lines will not be permitted in this zone without special
<br />8" if top of curl used where specified on 1
<br />ge to now line of pipe the plans. par N ao permission from County Environmental Health.
<br />ry% ti exceeds a' 2. Joints 9may be either keyed ,..} _ ZONE B: Extra strength vitrified clay pipe with compression joints: or
<br />A or tongue and valve. Ir 27' rubber gasketed plastic pipe conforming to ASTM D3034-81 SDR -35
<br />55" S U RI ,\ A iU - _
<br />Flo.
<br />of }, Diameter "A' shall be 4� - Lowest k.-- z5 1 /2 / Wspecifications.ewr
<br />/rr J 1 Gutter. 48" 60 or 72" as _ _ .
<br />1-. z-1/2"6 x 12" Dowels requires. ZONE C/O: Where sewer will carry flows from industrial or commercial develop -
<br />3 f Optional Con- Class concrete for ro 8" ment class 50 or heavier ductile iron pipe with standard bituminous
<br />„ in each Wall at p
<br />„ 5 8 R I 3 3�4 struction Joint. - . base. Pre -cast base d approved mechanical joints shall be used. Where sewer
<br />L-.•--_-__ __ __ _-_--•_-__ __ _-__-_-� _ Construction Joint may be used if approved
<br />coating n r r. n
<br />-li--••----- See Note 3. Ywill car flows from residential developments only ductile Iron pipe
<br />`6 36" 6 ° by the Director of Public Works as above, class 200 PVC (DR14 per AWWA C900) plastic pipe or
<br />(1�
<br />rubber gasketed pipe conforming to ASTM 03034-81 SDR -35
<br />MONO
<br />I Class "A' P.C.C. ELEVATION 1 1 4' specification t may in used. In each case a minimum 18 foot length
<br />�., / of pipe with no joints shall be centered at the water main. No
<br />Sidewoik 24 adaptor joints will be allowed closer than 8 feet to the water line.
<br />LI.�� NOTE' A 1'-6" concrete cone may be used if approved by the Director 31 1/2" CASE II: New water main -a%iSting sewer
<br />1/16" raised letters SECTION A -A Subgrode 1
<br />2'
<br />of Public Works No water mains shall be constructed without special permission
<br />Frame r SECTION A -A from County Environmental Health Dept.
<br />Cover Lift - NOTES: ZONE B: If the sewer does not meet the ZONE B requirements given above
<br />;o �T the water main shall be of class 200 pipe or equivalent.
<br />holes t. Hood shall be Cast Iron and be 8 1/Z' Std. Frame & Cover I" Clear ZONE C: No water mains shall be constructed without special permission
<br />'n - Material: Cast iron equal to "PHOENIX" P-6002. I used when - / 4 faded bell
<br />Frame and rate shall be equal Mortar 3/4" 1 2 from the County Environmental Health Dept. If permission Is granted
<br />Flat oleo shallbe ed a Steel Bar
<br />1" e PHOENIX P-6301. Chain grate 'o .d 1'-6" ••
<br />-�- to frame. E E depth Ooes mat permit use of ��\/-/'''���2., 1 17/32•, i the sewer shall be encased with reinforced concrete as de w,
<br />25 1/2 Mox tapered unit \ r 1 or reconstructed per case I ZONE C/D requirements.
<br />2. Precast concrete catchbosin may be used 4 N 24" -+{' Use precast H-20 load rated Bill Vent -0 tional sewer
<br />} iv subject to written approval of the w6 6..• •' as manufactured by Teichert Precast p ZONE p: ore reconstructeld beenclosed
<br />case dl ZONE with r C/Dr requirements.
<br />as detailed below,
<br />Director of Public Works. Ij+-- or equal.
<br />N 3. catchbosin W011s may be poured to 1Y die 6' Min. Frame shall be secured to riser or ZONE P' Prohibited construction zone.
<br />an elevation not less than 2' below - -A at slob top with cement mortar 30 F^ 5-1/2 6" NOTE:
<br />top of Curb. It shell be the M'^ :N I(•--}" No. 4 bars
<br />1/4" -•-- N responsibility of the Contractor - SECTION C -C 3'".r -=.•r' < (1) Sewer lines larger than 24" diameter,
<br />r ---•••I 3 3 8"-'�'----•"� house laterals above pressure water
<br />to frame in and our the upper 2' /
<br />2 1/2 t of the Catchbasinp monolithically FLAT SLAB TOP 2 1/8" } Acceptable reinforced mains & sewer lines within re of lo,
<br />1 1 /2" I 6" --� If 1 /4' with the Curb and Gutter. 1
<br />-j'T 4. All exposed steel shall be dipped , t 6" concrete encasement head water mains, shall n reviewed
<br />Diameter with 2 coats of coat tar pitch heated SECTION B -B NOTE: Frame and Cover shall be detail (class B P.C.C.)
<br />SECTION A -A t0 a minimum of 180'F or galvanized, SECTION B -B machined e, assure interchangeability 4 , and approved He the County
<br />and a close, quiet fit.-�L�i�_,J�I• #4 bar hoop 24" O.C. Environmental Health Dept.
<br />M
<br />SURVEY MONUMENT °w ww N" °ww """ FRAME & COVER w %
<br />oP Rww•O ey w F w. Rwww M ors. o..w a
<br />TYPE 2 STANDARD STORM •„_�,., WATER -SEWER
<br />FRAME & COVER ASSEMBLY CURB INLET CATCHBASIN DRAIN MANHOLE w (MANHOLE) SEPARATION STANDARDS
<br />Onew, e JLD
<br />ck.u.. .y COUNTY OF SAN JOAQUIN o•u SEPT. 1991 °i°"" °j' JLD °^•" °'' JLD ow.a •, JLD °^•" ex JL
<br />saw NONE owwRmrtrt or weue works °,•moo „. R-28 ase..• •r COUNTY OF SAN JOAOUIN o•1• SEPT. 1991 <°•_+•• °+ COUNTY OF SAN JOAQUIN o.o SEPT. 1991 C'..•• w COUNTY OF SAN JOAQUIN °•�• SEPT. 1991 crew.,,• •. COUNTY OF SAN JOAQUIN ^•�• SEPT. 1991
<br />CEPRAYpr ar NI woks owwwo Re. D - 1 4 scow NONE ovwmwnr or vue,C wows o,...o x=. D _ 7 7 Saw. NONE py}M1kxxT a Hnuc wows ow.i., w•. S - 4 sees. NONE pvwkTrw-xT or nfe"c worn o,e.w N.. W - 7
<br />sww NONE
<br />A
<br />Grout smooth all edges of pipe Openlna
<br />#5 Rebors (typical)
<br />-i 1'-0"
<br />Min. 3' Opening (See Note No 3)
<br />A
<br />PLAN VIEW
<br />4' Dio.
<br />Standard storm drain manhole
<br />refer to Standard Drawing
<br />3' die. I No. D-17. 4' Dia.
<br />�Z or sq Grout to Foundation
<br />J_ 3 Dipipe
<br />of fI
<br />pp
<br />F- 3,. :
<br />�- Class "B" Concrete -�
<br />8„ 8..
<br />f
<br />-S' Min. -I -•5' Min.
<br />SECTION A -A SECTION A -A
<br />PIPES LARGER THAN PIPES 24" TO 36" DIA.
<br />36" DIA.
<br />2,-6"
<br />_a
<br />Irl
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<br />rn
<br />T
<br />"W'
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<br />a
<br />N
<br />Depressed letter
<br />ZINN
<br />w
<br />3/4" R
<br />1/2w
<br />or 'S' (two inches
<br />IV
<br />°X
<br />�
<br />s
<br />(typ.)high)
<br />Level fns
<br />in curb to
<br />O
<br />52
<br />OD a
<br />1
<br />identify service
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<br />locations
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<br />0'J
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<br />A' els 60
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<br />30
<br />to
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<br />NOTES
<br />1.
<br />Construct 3/8" expansion joints ® 200' maximum and 1/4' returns, around
<br />light poles, hydrants and other fixed objects at sidewalk.
<br />Three 5/8" x 24'" long steel
<br />W- Water line
<br />2.
<br />weakened plane joints shall be constructed ® 12' maximum
<br />dowels, greased and
<br />S- Sanitary Sewer line
<br />Transverse
<br />wrapped one side through
<br />3.
<br />All rodii are 3/4" unless otherwise specified.
<br />every expansion joint.
<br />4.
<br />Curb, gutter, and sidewalk should hove a broom finish.
<br />5.
<br />All curb returns shall be type A curb and gutter.
<br />TYPE A
<br />6.
<br />For subgrade "R" value less than 50, place six inches aggregate subbase
<br />CURB & GUTTER
<br />under all concrete and compact to 90%. Subgrade material under curb gutter
<br />and sidewalk shall be compacted to 90% relative compaction to a depth of six
<br />inches.
<br />Variable
<br />2'-0" Level line
<br />o.w.. w
<br />TYPE 1'A"
<br />w '
<br />1 1/2"
<br />C -
<br />CURB, GUTTER, & SIDEWALK
<br />Broom finish
<br />3/4" R 1
<br />COMMERCIAL & INDUSTRIAL
<br />6"
<br />Scored line if
<br />monolithic pour 6"
<br />'-
<br />(typ•) 1" -
<br />° �_
<br />p1e,,,„
<br />JLD
<br />owl. °°
<br />COUNTY OF SAN JOAQUIN
<br />ow. SEPT. 19
<br />1
<br />Slope 1%4" per 1'
<br />groom
<br />finish N
<br />sr.w
<br />NONE
<br />ovuuva° o. Puwc woRRs
<br />or...�, - orR -
<br />^
<br />4,
<br />- ° e- . -•.s. i0
<br />lV -
<br />5/8"
<br />spaced
<br />x 24" long steel do*els
<br />12' D.C., greased and 12" 12"1
<br />1/2" & 3 1/7' key '
<br />wrapped
<br />one side through unless
<br />poured monolithic
<br />every
<br />expansion joint.
<br />CURB, GUTTER & SIDEWALK
<br />A
<br />Grout smooth all edges of pipe Openlna
<br />#5 Rebors (typical)
<br />-i 1'-0"
<br />Min. 3' Opening (See Note No 3)
<br />A
<br />PLAN VIEW
<br />4' Dio.
<br />Standard storm drain manhole
<br />refer to Standard Drawing
<br />3' die. I No. D-17. 4' Dia.
<br />�Z or sq Grout to Foundation
<br />J_ 3 Dipipe
<br />of fI
<br />pp
<br />F- 3,. :
<br />�- Class "B" Concrete -�
<br />8„ 8..
<br />f
<br />-S' Min. -I -•5' Min.
<br />SECTION A -A SECTION A -A
<br />PIPES LARGER THAN PIPES 24" TO 36" DIA.
<br />36" DIA.
<br />M Y
<br />bD
<br />00
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<br />Qfn
<br />N
<br />� N
<br />a. m
<br />IV
<br />°X
<br />�
<br />s
<br />v
<br />Z
<br />WO103
<br />WZ
<br />O
<br />52
<br />Loch NOT
<br />O
<br />H°
<br />OIr
<br />QN
<br />NN
<br />z py
<br />C
<br />0'J
<br />V
<br />A' els 60
<br />Yr/
<br />Z
<br />30
<br />to
<br />W
<br />Mt7N
<br />a
<br />M Y
<br />_a
<br />as
<br />Z
<br />T
<br />LL
<br />W
<br />iZ�U
<br />�~
<br />w
<br />Zm
<br />ay
<br />Q
<br />�
<br />JL
<br />F--
<br />v
<br />Z
<br />WO103
<br />WZ
<br />>W
<br />O
<br />H°
<br />OIr
<br />a
<br />�¢A
<br />v/ N
<br />_ � o
<br />W `3�YVl�fri
<br />¢ J W X X
<br />6" x 6" W1A x W1.4 welded wire fabric
<br />A m
<br />15' 2'-6" R/W Widening
<br />b 6.. m
<br />20• Driveway K
<br />R/W 40' Max.
<br />N
<br />y
<br />91 Warp 2
<br />to \ e A Wheelchair Ramp =
<br />a v < Heavy broom finish with
<br />:2 Warp 1/2" the slope of the romp. �
<br />N
<br />Lip >
<br />n� o rn W
<br />.n o
<br />Expansion Joint W
<br />W
<br />12" wide border with
<br />N
<br />2' Gutter 1/4" x 1/4" grooves Weakened plane joint
<br />approx. 3/4" O.c. A on (t drive. RECORD DRAWINGS
<br />Flow Line -3/4" Lip
<br />PLAN These Record Drawings have been prepared based
<br />R/W on information submitted by others, partially or
<br />totally. While this information is believed to be
<br />OTES: 2' 3' 4' Ramp 2' 6" reliable, Ruggeri -Jensen -Azar & Associates is not sc
<br />1. The foundouon man m
<br />be o nimum of 5for 44" D.D. pipe and smallerresponsible for its accuracy, nor for errors or
<br />2. For pipe larger than 447 0 0. the foundation stall extend o minimum t'-6'• omissions , hich may have been incorporated into
<br />of e" beyond each side of the pipethese do "menta as a result.
<br />3. Opening to be 3' long x ()O. of pipe) wide, up to 36' I.D. pipe. Warp WOrp
<br />W
<br />For pipes larger than 36' LD., opening to be 36" diameter or square. 6„ _ •� 44628 3131/02 `
<br />" SADDLE -TYPE MANHOLEw Joseph Azar RCE No. Exp. Date C
<br />.
<br />FOR 6' I Date: ('I t L r
<br />w JLD PIPE 24" DIA. AND LARGER 3/4" LipSHEET NO
<br />Apron Slope
<br />COUNTY OF SAN JOACUIN a•" SEPT. 7991 2% Min. -
<br />NQNE an+wlurnarwwuc.aRx. a.e.i",.. p _ 16 NOTE: SECTION A -A 8% Max.
<br />To be used only with approval from the Director of Public Works 4
<br />SPECIAL COMMERCIAL ZaniiW,61la OF 26 SHEETS
<br />a«.w JLD DRIVEWAY JOB NO. 981007
<br />a.rw w COUNTY OF SAN JOAQUIN °"' SEPT. 1991
<br />sew. NONE aonwm or •aux wasxs ow.:w "•. R - 14
<br />
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