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•
<br />FOR ADDITIONAL DETAILS SEE SPECIFICATIONS
<br />llarwfwn Rare T► rsisto n
<br />' V VIEW A - A " Lip " 4 Sae Note 64611 4
<br />with 45' + -
<br />t5" x 6" W 1 4 x W 1 4 welded wire fabric- '
<br />bevel with
<br />" chornlw
<br />12' Minimum - zz
<br />30' MaxMaximumz0"xxn 1 VIEW 8 - � -
<br />E xpcin5,or Joint A -Expansion Joint
<br />I ,
<br />- - 1 Amm = or r.
<br />Warp Warp Sidewalk 1 Exponerori ,town Typical •
<br />.:►.'.f ,. ...,.. Z 1
<br />(MMM4
<br />Sidewalk _,.. A ---
<br />J,
<br />•� f
<br />Curb and \\ 4 LJ E-�
<br />Gutter dine �•,. I 1 ,
<br />---._ -\ 0 infie"' ` { I I i f
<br />wrtsd w a Mir ,
<br />Gutter Gutter Gro
<br />_
<br />Paharn "a # • WON" apprttei - 1 )L i j I. i L
<br />QC. , greftu shwA los
<br />�2`0' 3'- 0" I \ air od par w to arms ift -
<br />-+- --11 0 ., .
<br />PLAN q % \ • Grooves aptxoa f, O C \ -
<br />\ Rive
<br />or
<br />12' �� \`--- � fiL_ PLAN
<br />`[ Back of Walk Curb L ,ne
<br />Gutter Line
<br />ELEVATION
<br />Expansion ,tow* TNeal
<br />\�►- Fur of Cwb 1
<br />h
<br />Crosawelk
<br />NOTES:
<br />I. 6irbRw* far 0I4i�rp1� olid 2% sidlti&vft dote. Ftsr 6' ovb MepM wllwr wits IV rasp or it @a lies
<br />htsi�+f ' arlponSWA Ow M I00066 of militia,
<br />Z. Catch basins wW stbor rtbotrvotitstie we Iw1 lits M *NOW wttl6rrt file usbosid r path or'tse.
<br />3: Sas 9loWW4 B-1,9-2, or 9-3 fir Cwb, Dint!► ilisteelb Doossil i end Stelo Sloldwd ilial N1 -S fair
<br />dlnr details.
<br />t
<br />NOTE All radii = 4' unless { W- Water line
<br />N S - Sonitary Sewer line
<br />otherwise noted
<br />G - Gas line
<br />Depressed lelter "W', "S", or "G" in
<br />curb to identify service locations —
<br />1
<br />a
<br />-
<br />Vertical Curb at Returns A
<br />rr-10 j"R broom Finish - I"Level Line
<br />[
<br />c -T-
<br />Dowel a -
<br />Dowels -5 or 1"Dio x 24" spaced 12'o c
<br />greased and wrapped one side through —
<br />every expansion joint 6"
<br />MONOLITHIC 9EVE1 TYPE
<br />CURB a GUTTER
<br />- -
<br />7`0" Min. -- _
<br />4'-0" Minimum
<br />i 5ids+rolk a 12• — 2'-0" _. --- Broom Finish
<br />Broom Finish some Lu,. i" - At Returns
<br />SI_ opts '. s i r 1 I
<br />'� • _ _ I" Level Line
<br />I —
<br />lO�• fi -1 � , in � r
<br />U s
<br />u - . + Pl-�
<br />6 " 12
<br />Dowels •5 or I die x 24" spaced -
<br />12 " 0 c , g►easad and wrapped
<br />One side through every
<br />expansion }Dint
<br />MONOLITHIC BEVEL TYPE
<br />CURB GUTTER 9l SIDEWALK
<br />NOTES.
<br />I Canetrpel OWnsion pints Q 200' rnasinium, and at tMmn, orauad hgM polos,
<br />hydrants and other fixed objeNo M "aftiih
<br />2 Tronstuer a weokentsd plane. pile " bs cxm*vc4W (111111 12' ine"I ism ntervok.
<br />CURB GUTTER SIDEWALK
<br />SUBDIVISION STREETS
<br />NOJ DATE REVISIONS BY DESIGN
<br />SUBMITTED BY
<br />RCE
<br />HANDICAP RAMP
<br />— 2 0* —I
<br />L.1
<br />I
<br />PLAY
<br />Expone►on Joint ( Typ i
<br />NOTES
<br />I ) Frame 8 Grate Shall conform
<br />A to impirovement Standard No 0-6
<br />2) Two teal minimum below finished grade
<br />in naw development In existing streets,
<br />may be sees 'hon 2' with the
<br />w3provol of the Engirseer
<br />3) 24" pipe barrel shot be Class JE R C P
<br />or Class IXACP
<br />F rome d Grote
<br />SECTION A -A
<br />�-- 2'- 0"
<br />f 6"
<br />r
<br />an
<br />pipe •' c _ .,
<br />i •• � N
<br />w �. T • .
<br />Manor N Z '
<br />•.
<br />Lateral Will min) '}
<br />I oolh
<br />S.
<br />os�sr � .
<br />` Class "B" Concrete
<br />SECTION B- B
<br />STANDARD STORM►! DRAIN INLET
<br />DRAWN BY APPROVED
<br />DATE I SAN JOAQUIN ICOUi `TY DIRECTOR OF PUBLIC WORKS
<br />Service
<br />Clamp 0- or lQ9■r
<br />Double Strap)
<br />.• ear. L T - - I
<br />L — I NOTES
<br />4 I Plastic pipe for I" 1 D service shall be u11ra high moioCular weight ( UHMW )
<br />' Polyethylene as manufactured "Drisc l
<br />- by o0M", *Orangeburg" or approved equal
<br />} r a with minifrum pressure rating of 160 psi.
<br />r I 2 Plastic pipe for 2" I. D service shall be PB 2110 Polybutylene or approved
<br />12,
<br />equal with minimum pressure rating of 160 psi
<br />I 3 Corporation stop shall have Corporation cock ttueads
<br />• �' i e
<br />4. Angle stop sholl have swivel not and lock wings
<br />29 �' ■ 5 Angle stop shop be vertically plumbed.
<br />6 Service saddle shop be required for the 2" seirvice top
<br />7 Mueller Inslo-tits connection shail conform to ASTM Designation D 2239
<br />SECTION A -A WATER SERVICE
<br />Variable - :• t' .1
<br />NOTES I Irving type grate may be
<br />used as alternate
<br />2. Grate Mall be fastened to frame
<br />with 18'x4' heat-treated chain
<br />Vaive Box, Fr oms and Lid '
<br />-"Rehr to l(Wovement Standard No. F-6
<br />Break off Joint
<br />e " u
<br />j
<br />F' Water Main Comcrets Anchor Block 10 1
<br />a
<br />.4 6"9 pipe �- --- - --
<br />1 r�
<br />1 , Flanged by Rrg -Tile Adoptar
<br />f Conc TMust Blocx- (As Requrrtd M Conic TNVSI Block -
<br />i { r4 •, ' , Refer to Improvement 6" Flanged or Flanged by Refer to improverneni
<br />,~ �; l • �� 1 �i Standard No F 3 Ring -Tito Got@ Valve Standard No F-3
<br />Tifco No II Tee a Equal
<br />.'., s1`
<br />r
<br />SECTION B-8
<br />FEANIF. d GRATE
<br />STAN" ARD STORM D'%.'N iNLET)
<br />r
<br />r
<br />Elfend 4" S S to R "il 45 fiend
<br />Of i/4" per loot
<br />ii
<br />Pipe ,
<br />F tar
<br />$a vow y Sews►
<br />Main
<br />T YPIGAL _�[i MNI
<br />SERV _S4NNWT!0
<br />411 ' Cost Iron Frame and Corer
<br />A ► Refer to Improvement Standard
<br />No. E-4
<br />3'- 0'
<br />ELM
<br />Existing Povern sm_ 2'_ 0"t
<br />Or Ground �L 4 x 6" Boils
<br />" A A
<br />5 or B" I D Pipe . /S� �✓ ° ` • • �� b
<br />pO C j
<br />i.
<br />6' - _ Poured - In - . � a
<br />Plaits Concrete , l
<br />SNXAS ( Close' _
<br />1Qd - - .
<br />■�� y _ - _- "i3' Concrete )
<br />• r �p
<br />Bottpn Of Trench r T
<br />TYPICAL AM E INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUM BAC H & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />323 W. ELM ST, LODI , CALIF. 95240 PH 209-368-6618
<br />0
<br />NOTE
<br />1 Fire Hydrants 11011 be ploced with 4'44'' outlet foc,ny
<br />directly towards the Wool
<br />2 Fire Hydrants shall be clean and trFee at concrete
<br />} Residential Fire Hydrant to be '*R.ch 960", James Jones
<br />J 3765, or approved equal ( 2 2# 8 + 4 outlets)
<br />e Df other sue as r@gkored by the iocot Fire Osrrit+
<br />FIRE HYDRANT
<br />THRUST BLOCK DETAILS
<br />45* Mal
<br />,
<br />r .1
<br />' •* .* •— I' Min. -,
<br />TYPICAL SECTION THRU
<br />GAIT IRON BENQ TEE OUTLET DEAD END THRUST BLOCK
<br />THRUST
<br />EP )
<br />DIMENSIiONS
<br />better than the existing pavement
<br />FITTINGS
<br />I A
<br />8
<br />FITTINGS _[___wA_ff
<br />Street Rf w
<br />1118
<br />6" LINE ar-to 4"On site LINE
<br />_
<br />IO" LINE
<br />Exnt Graund�
<br />� e1e
<br />#leer x�ri
<br />FOure
<br />— Meter
<br />3
<br />1�' 6-
<br />_..
<br />Compact in 12 ` layers
<br />(90%)
<br />45"
<br />2' -
<br />2 -
<br />4S'
<br />Balt @f (Rich
<br />T` T�
<br />? �
<br />b'
<br />- 6
<br />�
<br />\
<br />��
<br />(if
<br />1 it any) /
<br />4r p
<br />!� f/
<br />„ r�
<br />2 - 0
<br />—_ - TEE OUTLET4 - 0"
<br />�
<br />sl
<br />DEAD ENO
<br />3 __
<br />- 0
<br />DEAD END
<br />4'-- 0
<br />_
<br />So LINE
<br />"Gamec
<br />01
<br />tloin
<br />r2 1I '
<br />V-08
<br />2' - O`
<br />- 2 2
<br />3'- 0"
<br />dealer
<br />- 45 •
<br />T- 0
<br />2'- 6
<br />45•
<br />- - -
<br />TEE
<br />Carnpact rn 6" layers
<br />O
<br />- __K! --
<br />"
<br />�
<br />S-6
<br />��
<br />I s-� ■ 36"
<br />Rebar with
<br />>
<br />TEE OUTLET
<br />Gonnectlon
<br />~�
<br />DEAD END
<br />3 - 6
<br />3 - 0
<br />"
<br />Adaptor
<br />qr— p
<br />2 how clamps 12' apart
<br />UNDER PAVEMENT
<br />OUTSIDE
<br />SHOULDER
<br />AND SHOULDER
<br />C COrpa►ati4 n
<br />24' Win
<br />Cave► below bol tam
<br />Stop
<br />of dlltth
<br />14 any)
<br />Service
<br />Clamp 0- or lQ9■r
<br />Double Strap)
<br />.• ear. L T - - I
<br />L — I NOTES
<br />4 I Plastic pipe for I" 1 D service shall be u11ra high moioCular weight ( UHMW )
<br />' Polyethylene as manufactured "Drisc l
<br />- by o0M", *Orangeburg" or approved equal
<br />} r a with minifrum pressure rating of 160 psi.
<br />r I 2 Plastic pipe for 2" I. D service shall be PB 2110 Polybutylene or approved
<br />12,
<br />equal with minimum pressure rating of 160 psi
<br />I 3 Corporation stop shall have Corporation cock ttueads
<br />• �' i e
<br />4. Angle stop sholl have swivel not and lock wings
<br />29 �' ■ 5 Angle stop shop be vertically plumbed.
<br />6 Service saddle shop be required for the 2" seirvice top
<br />7 Mueller Inslo-tits connection shail conform to ASTM Designation D 2239
<br />SECTION A -A WATER SERVICE
<br />Variable - :• t' .1
<br />NOTES I Irving type grate may be
<br />used as alternate
<br />2. Grate Mall be fastened to frame
<br />with 18'x4' heat-treated chain
<br />Vaive Box, Fr oms and Lid '
<br />-"Rehr to l(Wovement Standard No. F-6
<br />Break off Joint
<br />e " u
<br />j
<br />F' Water Main Comcrets Anchor Block 10 1
<br />a
<br />.4 6"9 pipe �- --- - --
<br />1 r�
<br />1 , Flanged by Rrg -Tile Adoptar
<br />f Conc TMust Blocx- (As Requrrtd M Conic TNVSI Block -
<br />i { r4 •, ' , Refer to Improvement 6" Flanged or Flanged by Refer to improverneni
<br />,~ �; l • �� 1 �i Standard No F 3 Ring -Tito Got@ Valve Standard No F-3
<br />Tifco No II Tee a Equal
<br />.'., s1`
<br />r
<br />SECTION B-8
<br />FEANIF. d GRATE
<br />STAN" ARD STORM D'%.'N iNLET)
<br />r
<br />r
<br />Elfend 4" S S to R "il 45 fiend
<br />Of i/4" per loot
<br />ii
<br />Pipe ,
<br />F tar
<br />$a vow y Sews►
<br />Main
<br />T YPIGAL _�[i MNI
<br />SERV _S4NNWT!0
<br />411 ' Cost Iron Frame and Corer
<br />A ► Refer to Improvement Standard
<br />No. E-4
<br />3'- 0'
<br />ELM
<br />Existing Povern sm_ 2'_ 0"t
<br />Or Ground �L 4 x 6" Boils
<br />" A A
<br />5 or B" I D Pipe . /S� �✓ ° ` • • �� b
<br />pO C j
<br />i.
<br />6' - _ Poured - In - . � a
<br />Plaits Concrete , l
<br />SNXAS ( Close' _
<br />1Qd - - .
<br />■�� y _ - _- "i3' Concrete )
<br />• r �p
<br />Bottpn Of Trench r T
<br />TYPICAL AM E INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUM BAC H & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />323 W. ELM ST, LODI , CALIF. 95240 PH 209-368-6618
<br />0
<br />NOTE
<br />1 Fire Hydrants 11011 be ploced with 4'44'' outlet foc,ny
<br />directly towards the Wool
<br />2 Fire Hydrants shall be clean and trFee at concrete
<br />} Residential Fire Hydrant to be '*R.ch 960", James Jones
<br />J 3765, or approved equal ( 2 2# 8 + 4 outlets)
<br />e Df other sue as r@gkored by the iocot Fire Osrrit+
<br />FIRE HYDRANT
<br />THRUST BLOCK DETAILS
<br />45* Mal
<br />,
<br />r .1
<br />' •* .* •— I' Min. -,
<br />TYPICAL SECTION THRU
<br />GAIT IRON BENQ TEE OUTLET DEAD END THRUST BLOCK
<br />THRUST
<br />BLACK
<br />DIMENSIiONS
<br />better than the existing pavement
<br />FITTINGS
<br />I A
<br />8
<br />FITTINGS _[___wA_ff
<br />Division of Highway,
<br />1118
<br />6" LINE ar-to 4"On site LINE
<br />_
<br />IO" LINE
<br />shall be neatly cut
<br />6"
<br />22 �!' _
<br />i' -_6�
<br />1�' 6-
<br />_..
<br />Compact in 12 ` layers
<br />(90%)
<br />45"
<br />2' -
<br />2 -
<br />4S'
<br />4'- 0"
<br />DFTair
<br />90• __
<br />3 - 0
<br />- 6
<br />90•+5
<br />5' - •
<br />4r p
<br />TEE OUTLET
<br />3' - O
<br />2 - 0
<br />—_ - TEE OUTLET4 - 0"
<br />�
<br />4' - 0"
<br />DEAD ENO
<br />3 __
<br />- 0
<br />DEAD END
<br />4'-- 0
<br />Compact in 12" layers
<br />So LINE
<br />12w LINE
<br />r2 1I '
<br />V-08
<br />2' - O`
<br />- 2 2
<br />3'- 0"
<br />3'- 0"
<br />- 45 •
<br />T- 0
<br />2'- 6
<br />45•
<br />- - -
<br />TEE
<br />Carnpact rn 6" layers
<br />-
<br />- __K! --
<br />"
<br />�
<br />S-6
<br />4 ON
<br />OUTLET
<br />3' - 6
<br />3 -
<br />TEE OUTLET
<br />Max.
<br />-�
<br />t"la`
<br />DEAD END
<br />3 - 6
<br />3 - 0
<br />_�
<br />DEAD END
<br />5 -6
<br />qr— p
<br />NOTES i Ali thrust blacks sholl be poured
<br />against undisturbed sol and sholt
<br />be Class "B" Concrete
<br />2 Theist block dimensions were
<br />calculated to allow 0 soli
<br />bowing value of 1,000 pounds
<br />per square tool
<br />• 5 Rebor a top and bottom PL N
<br />' D+2'
<br />T +,
<br />EL.EMATION
<br />P RMA NT
<br />THRUST BLOCK DETAILS
<br />WOODBRIDGE GREENS
<br />UNIT no Ii & 2
<br />SUBDIVISION IMPROVEMENTS
<br />Bockfill with materials
<br />!goat to or
<br />better than the existing pavement
<br />materials shoji be
<br />tested by the State
<br />in quality and thickness
<br />Dept of Public Works,
<br />Division of Highway,
<br />test method No Calif
<br />Existing Pavement
<br />2 All existing pavement
<br />shall be neatly cut
<br />6"
<br />6" Min (Typ )
<br />shall be perrtwited
<br />within the street Right
<br />_..
<br />Compact in 12 ` layers
<br />(90%)
<br />compoction may be used, when approved
<br />--
<br />to a minlmum
<br />TYPICAL
<br />TRENCH
<br />DFTair
<br />relative compaction
<br />- _ f
<br />of 95 %
<br />Compact in 12" layers
<br />to a minimum
<br />p -
<br />relative compaction
<br />O
<br />Of 90%
<br />Carnpact rn 6" layers
<br />-
<br />LI 0� 0 1) 10 I
<br />to a minimum
<br />10"
<br />0 D IO" i
<br />i`
<br />relative compaction
<br />Max.
<br />-�
<br />t"la`
<br />F- 0 D + 20" Mata.
<br />of 90 X.
<br />� 0. D
<br />1
<br />* 20" Max �
<br />UNDER PAVEMENT
<br />OUTSIDE
<br />SHOULDER
<br />AND SHOULDER
<br />N.5
<br />Relative compoclion of
<br />materials shoji be
<br />tested by the State
<br />of California,
<br />Dept of Public Works,
<br />Division of Highway,
<br />test method No Calif
<br />216, 1978 or 231, 1978
<br />2 All existing pavement
<br />shall be neatly cut
<br />to lire prior Io trench excavation
<br />3 No telling or ponding
<br />shall be perrtwited
<br />within the street Right
<br />of Way
<br />4 s When shown by soil cornposdion and compoctibility, ninety percent
<br />(90%)
<br />compoction may be used, when approved
<br />by the Director of Public
<br />Works
<br />TYPICAL
<br />TRENCH
<br />DFTair
<br />Las+ von Lia
<br />Mattie - proof, machined
<br />FOR NEW STREETS seating surface
<br />Asphalt Concrete r �„ I Try
<br />I r• '�- _•..( i Finished Grade
<br />f .'L
<br />Concrete Base to be
<br />Extensions around Valve Box
<br />Concrete Base not
<br />necessary when Valve
<br />Bax ri iOCaled in back
<br />of sidewalk
<br />MOTES
<br />"'Give Doe and c<d fna11 De Christy No G 5, Brooks No I R T or 4- TT, or equot
<br />All Lids and (.)rode 14tngs shall have mocft+ned seating swfoces
<br />i E aiens+ons seal be of manufactured far rhe Valve Box suppired or Pipe of correct
<br />site con be used
<br />AL.BOX
<br />rf 24", 306, or 36" �rrt4
<br />� � = MAIN IST -�
<br />o {
<br />3
<br />4 �ah6
<br />TYPiC
<br />NOTE
<br />I One street sign rs required
<br />at each intersection
<br />2 Diwnens+ons for block numbers
<br />are for location of numbers
<br />only.
<br />EMAIN ST
<br />Edge of Pavement, OR
<br />Bock of Sidewalk, OR
<br />ti Bock of Curb
<br />O
<br />Street Sign -
<br />Location 01
<br />is
<br />Class "C" `.I' I, CY STREET SIGN POST
<br />Concrete -
<br />LOCADON T I
<br />in
<br />TY i
<br />A AT ON
<br />STANDARD STREET SIGN DETAILS
<br />DE TAi L SHEET SHEET 7 OF T
<br />JOB NO. 80109-P
<br />FILE
<br />NO.
<br />I
<br />
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