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NOTE: All radii • y unless N S -Sanitary Sewer line
<br />otherwise toted
<br />Depressed letter "W" or "S" in
<br />:urb to identify service locations
<br />e'
<br />3 _ 0"
<br />I '!ertical Curt a; Returns
<br />1#" 10f„R Broom Finish I" .{ Level Line
<br />_ I s
<br />e' N
<br />Dowels!%or Dia. x 24" spaced 12"o. c.
<br />greased and wrapped one side through L 6"
<br />every expansion joint.
<br />MONOLITHIC BEVEL TYPE
<br />CURB a GUTTER
<br />7'-0" Min.
<br />4'-0" Minimum (Sidewalk) 12" - 2' -0" Broom Finish
<br />Broom Finish see {ne u.e 1„ - �At Returns
<br />Slope • �" per 1' _ I" Level Line
<br />100.
<br />Dowels -'5 or 1"dia. x 24" spaced
<br />12 0 a. It greased and wre;ped
<br />one side through every
<br />1 expansion joint
<br />}111 MONOLITHIC 3EVEL TYPE
<br />4 CURB, GUTTE!2 9 SIOEWALK
<br />NOTES:
<br />I. Construct Cxpcusion j infsint 200' t,n.ixinum cad of loturnc, crourd light Mas,
<br />hydrants .a o:hsr fic.ed objects at si!ewolk.
<br />2. Transverse weakened plane joint• shall be constructed (qi 12' maximum intervals.
<br />�S+F'/c 4L Gv.�Q .G�LeT-I/L
<br />b /V T $• .
<br />NOTES -
<br />L Not mora ihon 53% of the frontage
<br />can be In Driveway Openings, measured
<br />along the Property Line.
<br />2 For Commercial Driveway approach detail, rifer
<br />to Improvement Standord No. A- 3.
<br />3.No driveway shall to located within curb return.
<br />i
<br />NOTES,
<br />1. The structural section shall be determined
<br />by Improvement Standard No. A-1
<br />2.For curb, gutter and sidewalk detoits, refer to
<br />Improvement Standard No. B-4 and No. B-5.
<br />3.4t intersections, a 30' radius for 84' R/W streets
<br />and a 20' radius for 50' and 60' R/W strcets
<br />at the face of the curb shall be provided.
<br />Str.ot
<br />R/W
<br />50'
<br />- 25' 1 t -
<br />21
<br />L� 5�2-16- 121r5�L
<br />�hKM 1i2�:
<br />:J
<br />t.L
<br />CL Street
<br />/w,
<br />ti
<br />Street ow
<br />% ifs/Ci4GTil3 `G` % �eTioi(✓
<br />NTS.
<br />BLCkf)II with mcterial- equal to a'
<br />better thca ttn existing povernent
<br />In qu(lity and thickness.
<br />E:iating Pavements-�
<br />-ALI
<br />•
<br />BLCkf)II with mcterial- equal to a'
<br />better thca ttn existing povernent
<br />In qu(lity and thickness.
<br />E:iating Pavements-�
<br />' Vori A)
<br />single Rc
<br />Driveway (2f ".10
<br />Curb Rollins
<br />20' Radius for 5d Ps _'d :pf
<br />30' Radius for .4 ./Y,'
<br />' TY/iuG LAB/v�.I y �oc.4 ria.(/
<br />yrs.
<br />V poi<v cSiQN
<br />0. D.t 20" Min 0. D.+ 20 Min.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested by the State of Cclifornia,
<br />Dept. of Transportation Testing Manual, test method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or pending will be permitted wlgtin the street Right of Way with 3 year bond.
<br />4. *When shown by soil composition and compactibility, ninety percent (90 %)
<br />compaction may be used, when approved by the Director of Public Works.
<br />TYf'/GAOL T,E+t�q/G.y L-�ETgi� ,
<br />/ 45• (F)�
<br />Pipe
<br />low -
<br />Sonitary Sewer
<br />Main
<br />TYPICAL "Ye JOINT
<br />SERVICE CONNECTION Y
<br />,
<br />" ' Cost Iron From# and Cover
<br />'` ,.• �:� Refer to Improvement Standard
<br />No. D-4
<br />3'- 0"
<br />PIM
<br />Existing Pavement Z, 0n�
<br />Or Ground x 6" Bolts 1
<br />6 or 8 I.D. Pipe ;.i�r r, ".''
<br />s c'i., �. '•�.'p•
<br />Poured - In -
<br />"'; '...,. A'• io
<br />-.•,.' '; , Place Concrete
<br />Blocks (Class
<br />"B"
<br />T ..
<br />T Bottom Of Trench " �-
<br />I•
<br />TYPICAL CLEANOUT INSTALLATION
<br />� Y
<br />E.P. -
<br />Str.-t R/W
<br />Exits. Ground- Future
<br />Meter Box Meter I
<br />Bottom of Ditch
<br />(if any) •
<br />'
<br />D Connection r 36" Reber with
<br />�- Adapt r. 2 11034 clamps 12" opert
<br />i
<br />��
<br />:tlon 24" Min. Co.xr be'ow bottom
<br />of ditch (if cny)
<br />Service
<br />Clamp 0" or larger
<br />Double Strop)
<br />NOTES:
<br />1. Plastic pipa up to I3CI. D. service shall be ultra high molecular weigh! (UHMW )
<br />Polyethylene as rnQnuf:.;tar, d by "Driscopipe", "Orangeburg" or approved equal
<br />with minimum pressure ;utiig of 160 psi.
<br />2. Plastic pipe for 2" 1.D. service shall be PB 2110 Polybutylene or approved
<br />equal with minimum pressutl raring of 160 psi.
<br />3. Corporation stop shall have corporation cock threads.
<br />4. Angle stop shall have swivel rut and lock wings.
<br />5. Angle stop shall be verticall! plumbed.
<br />6. Size of service line shall be as required by the County.
<br />7. Mueller Insta-tits connection shalt conform to ASTM Designation D 2239.
<br />1"x X_
<br />PICK MOLE
<br />• i" /
<br />4
<br />A
<br />9 DIA.
<br />.}
<br />- a DIA. -3 MOLES
<br />B 1 e 1
<br />B
<br />17
<br />ANI
<br />1
<br />1
<br />I
<br />1
<br />I
<br />A
<br />4
<br />21"
<br />16"
<br />14; II 1`3�
<br />_SECTION B -B
<br />Y
<br />ALL ST¢EErSIM/cH/�,iN �vN.� `B,giSTOL q✓C`., OX�D�Q s�!/.Iy� s�L�l�/orJ� �l�E,r
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<br />"."?a I
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<br />1✓bn-r7l�C> r wv�2 S Pub /06,
<br />-ALI
<br />cc : rj; tr�nr�rtrrrsa a►asa+
<br />Compact In 12" max. layers + 1
<br />M "Alin.
<br />to a min. rsl,itive campr<tion
<br />of 95%•`under pavement cnd
<br />urb Lime
<br />shoulders, cnd 90% - - -
<br />-
<br />- outside shoulders. - - -
<br />Z--
<br />o -
<br />o -
<br />-
<br />- Compact in 24"max. Wyn
<br />>
<br />- to a minimum
<br />relative compaction
<br />ti \� O
<br />0
<br />of B.Sr %.
<br />o
<br />Compact in 6" layers -
<br />10" 0. D.
<br />IO" to a minimum 10" 0. D. 10"
<br />Min.
<br />Min � otivNcompaction
<br />� Min. " Min.
<br />' Vori A)
<br />single Rc
<br />Driveway (2f ".10
<br />Curb Rollins
<br />20' Radius for 5d Ps _'d :pf
<br />30' Radius for .4 ./Y,'
<br />' TY/iuG LAB/v�.I y �oc.4 ria.(/
<br />yrs.
<br />V poi<v cSiQN
<br />0. D.t 20" Min 0. D.+ 20 Min.
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested by the State of Cclifornia,
<br />Dept. of Transportation Testing Manual, test method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or pending will be permitted wlgtin the street Right of Way with 3 year bond.
<br />4. *When shown by soil composition and compactibility, ninety percent (90 %)
<br />compaction may be used, when approved by the Director of Public Works.
<br />TYf'/GAOL T,E+t�q/G.y L-�ETgi� ,
<br />/ 45• (F)�
<br />Pipe
<br />low -
<br />Sonitary Sewer
<br />Main
<br />TYPICAL "Ye JOINT
<br />SERVICE CONNECTION Y
<br />,
<br />" ' Cost Iron From# and Cover
<br />'` ,.• �:� Refer to Improvement Standard
<br />No. D-4
<br />3'- 0"
<br />PIM
<br />Existing Pavement Z, 0n�
<br />Or Ground x 6" Bolts 1
<br />6 or 8 I.D. Pipe ;.i�r r, ".''
<br />s c'i., �. '•�.'p•
<br />Poured - In -
<br />"'; '...,. A'• io
<br />-.•,.' '; , Place Concrete
<br />Blocks (Class
<br />"B"
<br />T ..
<br />T Bottom Of Trench " �-
<br />I•
<br />TYPICAL CLEANOUT INSTALLATION
<br />� Y
<br />E.P. -
<br />Str.-t R/W
<br />Exits. Ground- Future
<br />Meter Box Meter I
<br />Bottom of Ditch
<br />(if any) •
<br />'
<br />D Connection r 36" Reber with
<br />�- Adapt r. 2 11034 clamps 12" opert
<br />i
<br />��
<br />:tlon 24" Min. Co.xr be'ow bottom
<br />of ditch (if cny)
<br />Service
<br />Clamp 0" or larger
<br />Double Strop)
<br />NOTES:
<br />1. Plastic pipa up to I3CI. D. service shall be ultra high molecular weigh! (UHMW )
<br />Polyethylene as rnQnuf:.;tar, d by "Driscopipe", "Orangeburg" or approved equal
<br />with minimum pressure ;utiig of 160 psi.
<br />2. Plastic pipe for 2" 1.D. service shall be PB 2110 Polybutylene or approved
<br />equal with minimum pressutl raring of 160 psi.
<br />3. Corporation stop shall have corporation cock threads.
<br />4. Angle stop shall have swivel rut and lock wings.
<br />5. Angle stop shall be verticall! plumbed.
<br />6. Size of service line shall be as required by the County.
<br />7. Mueller Insta-tits connection shalt conform to ASTM Designation D 2239.
<br />1"x X_
<br />PICK MOLE
<br />• i" /
<br />4
<br />A
<br />9 DIA.
<br />.}
<br />- a DIA. -3 MOLES
<br />B 1 e 1
<br />B
<br />17
<br />ANI
<br />1
<br />1
<br />I
<br />1
<br />I
<br />A
<br />4
<br />21"
<br />16"
<br />14; II 1`3�
<br />_SECTION B -B
<br />Y
<br />ALL ST¢EErSIM/cH/�,iN �vN.� `B,giSTOL q✓C`., OX�D�Q s�!/.Iy� s�L�l�/orJ� �l�E,r
<br />I / r7fE ALL 6t
<br />2".4.c o✓o e 6^ A.Q. etre° 2 7" .0/ S. T///S 0,9cC io.✓ /S BAsd',p o n/ �,en/ "(O (QsAiq/
<br />sfANG4AQ-X .s/o- A i -,z or SGaA�r�G.ft GjTY of STocACTowI TiP z
<br />✓0:OAO0cz/2 /Nr, OC PT, o A/ rT/C
<br />% Arv-p it n� %� :SAL t/Gz 0,= 6`-' eF1GP!? LG/t�s7G�i�� ST.QTtlS
<br />7'Z4FS1/eV4 i.4B. .i9G4PaRT /Vo. 9o29 GLrrEA
<br />C,�Nrz✓ L'sb.s 8�✓�. SASG .S/.ov� / ••ISE rmL.�rA.e. A�recFa
<br />/vLCO/ZG/X� ra Ttit CiT'y Off' STpt�/CTp1/ �'a„`Sr,Pucs�ow' STAn/U4.PLS .
<br />LQ7-
<br />"."?a I
<br />/ 7p' !
<br />/SEE �//E6T rya- / Fo v' /uo/viO uAG /oqo N"vo .9AC& or'GO%,1t%eq,Cker.
<br />i6cc S/s'ECT /1�. / FDK DETq/LEO�i.eAOiN� FC.uN /=0.e LoT,f // �/B .
<br />1✓bn-r7l�C> r wv�2 S Pub /06,
<br />
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