|
-24. 7z
<br />-
<br />/Vo A- 420, Or Zqr ,' T
<br />lai 1
<br />tilorloi - —yt- - -
<br />-r a -t-
<br />I
<br />it I
<br />I 4 i
<br />SECTION,_BB —
<br />SECTION A -A
<br />STANDARD STORM DRAIN INLET
<br />Cost iron Frame and Cover - refer
<br />, to Improvement Standard No. D-5
<br />Top of pavement
<br />r is
<br />geode �
<br />rc
<br />'F
<br />Precast reinforced concrefe
<br />1
<br />o'sarsB' 3 k �yP)
<br />//
<br />grade adjustment rings
<br />_ endr G•
<br />'
<br />'D'CasL�3'56 r F
<br />2", 3", 4" B S" sections
<br />�i
<br />l
<br />8
<br />as required
<br />" $
<br />6"
<br />I
<br />i
<br />I
<br />I
<br />sAPn°vrd Phren ,
<br />Precast reinforced
<br />0„
<br />E2iem.
<br />I
<br />IIS
<br />G
<br />concrete cone.
<br />•,..
<br />-24. 7z
<br />-
<br />/Vo A- 420, Or Zqr ,' T
<br />lai 1
<br />tilorloi - —yt- - -
<br />-r a -t-
<br />I
<br />it I
<br />I 4 i
<br />SECTION,_BB —
<br />SECTION A -A
<br />STANDARD STORM DRAIN INLET
<br />Cost iron Frame and Cover - refer
<br />, to Improvement Standard No. D-5
<br />Top of pavement
<br />r is
<br />geode �
<br />rc
<br />'F
<br />Precast reinforced concrefe
<br />1
<br />o'sarsB' 3 k �yP)
<br />//
<br />grade adjustment rings
<br />_ endr G•
<br />'
<br />'D'CasL�3'56 r F
<br />2", 3", 4" B S" sections
<br />low
<br />l
<br />8
<br />as required
<br />" $
<br />6"
<br />_
<br />I
<br />I
<br />I
<br />sAPn°vrd Phren ,
<br />Precast reinforced
<br />0„
<br />E2iem.
<br />I
<br />IIS
<br />concrete cone.
<br />•,..
<br />Sf'
<br />t
<br />I
<br />I '
<br />S7'
<br />sk
<br />I
<br />w,
<br />,D'Qara Q 3'Sre � - rG /Bete�Jaek
<br />All joints mortared and
<br />"
<br />=
<br />f ,:
<br />banded with mortar on
<br />3.
<br />6..
<br />TEE OUTLET
<br />both interior and exterior
<br />z
<br />•.
<br />aI
<br />surfaces.
<br />3"-
<br />:?
<br />/O L/NE
<br />Precast reinforced manholes
<br />"
<br />pipes, Class IQ, as required
<br />q
<br />'- 4'-0° Diom.
<br />"r
<br />n
<br />�
<br />to obtain proper elevation
<br />'
<br />),.
<br />90°
<br />'
<br />4'-
<br />0"'
<br />TEE OuTL�T
<br />21 zx 4 sections. ,: Lowest
<br />♦f io
<br />t
<br />> , I
<br />4 . ° Class "B" Concrete for
<br />base. Pre- cosi boss
<br />may be used if approved
<br />by the Engineer.
<br />ELEVATION
<br />STORM SEWER MANHOLE
<br />t`NOTE: A 1'-6" concrete cone may be used if approved by the Engineer.
<br />C,457 ,e011/ BEND TEE OUTLET DEAD END THP/ST Q O ti'
<br />d O
<br />A// lhn st 6/accts he
<br />_- - Poured ayaiirsf u�s1 ilea
<br />- c gee Reinfornnf ser/
<br />Thrusf '�–>• Defaii 2 Thrus/ 6/ouF dmeos ••tee
<br />ca/c�/ofed fo allow a so moi
<br />• (i Thy value o% /Gi'JO Los �x'r Sq Ff
<br />-7-^�'-- _ ----'c -- _-
<br />•�q 5 Bars on side
<br />I qoo lle -hruSf
<br />PLAN
<br />Cos.' /ran W11// Sleeve . e I -I
<br />p,2- .PE/NFO�PC/NG OETA/L
<br />fi 6 ,cv F/orq" Ends _ �
<br />LZ,, I10 7_10N
<br />-- - - TH.PUST BLOCK FDR_ PE.PMAN�NT �Oif OFF
<br />THRUST BLOCK DETAILS
<br />APPR D MAR.Ctt t4 19 82
<br />2&,,e�g wlAi/Y4-!JO
<br />MANTECA- LATHROP RURAL FIRE CHIEF
<br />APPROVED 3 ' Z- Z `-9'- `y=: 19g Z APPROVED
<br />SAN JOApUtN -COUNTY FIRE WARDEN S.J. COUNTY DIRECTOR OF PUBLIC WORKS R.C.E. 2110259
<br />o,
<br />B Grade Ring
<br />-f
<br />Ecaenlric Cone
<br />E Bar a _ 'G'Saa Nook ends e
<br />A I i � V A
<br />I( 1 I
<br />SfandardPnvs/
<br />seeNoie 3 be%w. 4 ° 121rinforred Ca
<br />t♦�daaM/ e
<br />T ser. eels 6.
<br />A0dit ors:l E air for
<br />-
<br />Nook
<br />rc
<br />'F
<br />418"or/argu(7yp J.
<br />C'Bar
<br />f 1f
<br />o'sarsB' 3 k �yP)
<br />//
<br />piles
<br />_ endr G•
<br />'
<br />'D'CasL�3'56 r F
<br />SOM,13bdew.
<br />low
<br />l
<br />8
<br />_
<br />I
<br />E
<br />45'
<br />Di
<br />PLAN
<br />I
<br />I
<br />I
<br />sAPn°vrd Phren ,
<br />� I
<br />�y
<br />I .tee,�•Irs
<br />I z-`' z' -s
<br />I
<br />IIS
<br />.Brinro.•oedlanowie �E-O �.1
<br />84'
<br />/2 Yl'
<br />Sf'
<br />i Aladxele earrw/s. � ' 1
<br />I
<br />I '
<br />S7'
<br />sk
<br />I
<br />w,
<br />,D'Qara Q 3'Sre � - rG /Bete�Jaek
<br />�
<br />2'-6'
<br />f ,:
<br />4.- 0.
<br />3.
<br />6..
<br />TEE OUTLET
<br />3 6
<br />SEC TION B -B
<br />aI
<br />3-6
<br />3"-
<br />0-
<br />T7b/e of Values foi'F'
<br />O/iLfENS/ONS
<br />02
<br />'F
<br />02
<br />'f
<br />36'
<br />//
<br />63'
<br />low
<br />39'
<br />/O'
<br />G6'
<br />low
<br />4'1'
<br />Bd4'
<br />69'
<br />low
<br />45'
<br />744'
<br />72'
<br />//'
<br />44'
<br />B'
<br />78'
<br />//d4'
<br />St.,
<br />64,
<br />84'
<br />/2 Yl'
<br />Sf'
<br />9'
<br />90'
<br />/346'
<br />S7'
<br />sk
<br />2:-0`
<br />60'
<br />9Yz'
<br />3-0'
<br />2'-6'
<br />NOTES
<br />/. Length'L'shallbeS=6'unlesseAcrivise shown on /mprovwnaw» Plan.
<br />2. Thickness of Oeck shall vary when necessary to yovids leve/ seat far Manhole Barrel bu t shall
<br />not be less than Tabular (/aloes ;Sr ','shown on this sheet.
<br />3. Reinforcing Stee/shallbe round, deformed bars,, Z"dear minimum from face o{concrete unless
<br />otherwise shown. Sizes and L enyhits are shown rn Table on Or b7 No. 57
<br />4. Concrete shall A-30001bu.loer ,set, inch minimum at 28 days.
<br />5. Centerlines of Manholes shown on hrprove/nent Plan apply ai center ofshaft.
<br />6. Rings, Reducers rndManhole Barrels f°raccessshaf>`s/sa//be svted in cOrICAete mortar
<br />comp°sedof onepari cement to lh parts sand by volume aridneatlypointed or wipsd
<br />/nsjde the shift.
<br />7. floor of Manhole shall be steel }roweled io Spring Line.
<br />8. Qase o{Manho% shall be poured in one continuous operation except that the Contractor
<br />shall h wr the cptpn o{P.lacing at the Spring Line a construction Jo/nt with a /ongitudinsl
<br />keyway.
<br />See Draw;na Na. S7 {Graddi#ons/ dela;1s.
<br />TYPE 2 MANHOLE FOR
<br />PIPES 36,11DIA. AND LARGER
<br />THki'/ST BLOCf�
<br />O/iLfENS/ONS
<br />F/TT/NGS
<br />,4
<br />6'
<br />6- L/NE
<br />45'
<br />2'-0"
<br />2-O'
<br />90'
<br />3.-0,
<br />2-6..
<br />TEE O(iTLET
<br />3'-O"
<br />2'-
<br />0
<br />OEAD ENO
<br />3"- O"
<br />2'-0'
<br />1, Z//V1
<br />221°_
<br />2:-0`
<br />Z' -O"
<br />45'
<br />3-0'
<br />2'-6'
<br />Sid'
<br />4.- 0.
<br />3.
<br />6..
<br />TEE OUTLET
<br />3 6
<br />_
<br />3,-0,
<br />DEAD E_ND_ _
<br />3-6
<br />3"-
<br />0-
<br />/O L/NE
<br />22z °
<br />3'- d'
<br />-.,°
<br />2'-,-
<br />0
<br />4-O"
<br />I 3.
<br />),.
<br />90°
<br />6"
<br />4'-
<br />0"'
<br />TEE OuTL�T
<br />4'-0"
<br />4
<br />0
<br />221'
<br />3-O"
<br />3-0
<br />90"
<br />8 0
<br />4"-
<br />J"
<br />TEE Jl/TLET
<br />5' 6
<br />4"-
<br />r4"-
<br />_.
<br />DEAD ENO
<br />61-61,
<br />J"
<br />24" 30" or 36"
<br />T.- MAIN ST "
<br />-��f
<br />TYPICAL STREET SIGN
<br />I
<br />NOTE
<br />L One street sign is required
<br />at each interNction.
<br />MAIN ST
<br />Boat of Sidewalk
<br />S_ ' or Back of Curb.
<br />a i
<br />d p or edge of paving.
<br />Street Sign
<br />w Location ?
<br />Cross "C' a STREET SIGN POST
<br />Concrete!'Jh.cil
<br />LOCATION DETAIL
<br />Bockfill with materials equal to or
<br />(better than the existing pavement
<br />in quality and thickness.
<br />II Existing Povement
<br />of 6 - F 6' Min. (Typl
<br />Compact m 12° layers
<br />relative compaction nl
<br />of 95
<br />V —
<br />O
<br />> — l
<br />D -- - _ -- -Compact in 12" layers
<br />> 1 - �. __ to a minimum
<br />relative compoctton 00' -
<br />Viii of 90%.
<br />Compact in 6" layers -
<br />L
<br />to a minimum
<br />rrelativeL10"; O. b. 10" compactionMax.Max.0. Dt20of 90 %. 0. D.+20" Max.
<br />UNDER PAVEMENT OUTSIDE SHOULDER
<br />AND SHOULDER
<br />NOTES
<br />I. Relative compaction of materials shall be tested by the State of California,
<br />Dept. of Public Works, Division of Highway, test method No. California 216F.
<br />2. All existing pavement shall be neotly cut to line prior to trench excavation.
<br />3. No jetting or ponding shall be permitted within the street Right of Way.
<br />4. xr When shown by soil composition and compactibility, ninety percent (90%)
<br />compaction may be used, when approved - by the Director of Public Works.
<br />TYPICAL TRENCH BACKFILL
<br />VALVE box C04ER
<br />(trrlarKied ' WATER")
<br />CHRISTV C'Lls
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET
<br />SIGN DETAILS J
<br />Reflector Sign-CdMwnia Hilill
<br />" galvanized Red
<br />lyes N Stu 18'x 18' with
<br />Red Reflective SMetirp (---
<br />lts �W
<br />bo8 washers I or
<br />I -- I
<br />I
<br />I i iI
<br />TAMES TONES T 3760
<br />WET loWTO Fire Hydral4t
<br />-rr/rc—
<br />��
<br />VALVE box Er Qttp.NS10N
<br />(CHRISTV 6-5 TRAFFIC box 7—
<br />& P-xtP.NSI)N OY egUgl CONCRETE COLLAR
<br />MAIN LINE rO-
<br />SUPPORT Sleeve W/Rdwd bIKS.
<br />'=�;..r �, 6•, A.C.P. /• �,.
<br />}'
<br />TIFCO NO. 40 ADAPTER
<br />4'FLANGED GATE VALVE WET BARREL. F. H- bony
<br />THRUST BLOCK TIFCO No. 11 TEE
<br />!.s'if 1.5 rend.
<br />beartN6 area.
<br />19
<br />no.
<br />r'elNlea ON m.ro no. ,OWN cLfwn�e�ni
<br />!
<br />revisions
<br />Reflectors sywrnetrically
<br />placed I2's O. -G
<br />ex select wads
<br />Dou * i)Ir wnhced
<br />fore owes.
<br />Reflective Sign -Calif. Hwy.
<br />Code W31, W Sin
<br />Center or
<br />8'
<br />TYPE 11 A11
<br />CENTER REFLECTOR
<br />FOR TYPE "A" BARRICADE
<br />NOTESc
<br />Barricades to be as wide as street.
<br />Barricodes to be ponled whlh using 2
<br />000ts of 'Exterior Alkyd, Resin Hi -Gloss
<br />Enamor ase a oompotible praner.
<br />BARRICADES FOR
<br />TERMINATING MELT -2___
<br />—1
<br />6'x6' dense
<br />structural grade
<br />Redwood surfaced
<br />four sides.
<br />t
<br />Cover/ Lift / LFrome
<br />HOIes
<br />SECTION __A -AA
<br />✓o,�f
<br />Curb ora'
<br />G�ff�i Lins�
<br />-•-caller ->_
<br />/z-
<br />d/o-oi
<br />cns�arci As sc.�,6/y �� 6.
<br />yL S�ivcy /I/Joiiumciif
<br />so %rain Hn "",h
<br />f/Cnfificofian MOi,Fs
<br />f3o s•.vJF z� Jb;/
<br />TYPICAL SECTION
<br />SURVEY MONUMENT
<br />FRAME and COVER ASSEINIDLY
<br />_/2 -Minim_ um
<br />3o Maximum n _
<br />Cons/iucfion .Joint
<br />5/, Ye - -2
<br />Cuffs.
<br />Z
<br />PLAN
<br />IV071�
<br />� Bock o� N/o%F -� Curb Line
<br />Thr use o� 6`�6'/O,/O gcvgc
<br />/✓ire mcSh ret tori Crmrn/ ,s �—
<br />retammendeC -
<br />Gu/fti Line
<br />ELEVATION
<br />33 SonC Cushion 1 '
<br />SECTION A -A
<br />TYPICAL COMMERCIAL DRIVEWAY
<br />(00
<br />I?/W
<br />I ve 2s 24' 24 2.s J5' lei
<br />1�
<br />2%
<br />Irk2
<br />ry� (
<br />STHR\LI-LF_ SUB6RADE WYttl STe-PULANT
<br />SEE DETK1l A9PR-9VB0.9Y 5..1.Co,.AGRIcvc.TUae DEPT. "R" VALUE = 74
<br />BELOW
<br />SEE SPEC WICA_LIONS FOR SUP,GRAOE COMPACT ION T 1• - 8
<br />TYPICAL STREET SECTION SECTION 0.33'AC.
<br />n.. s.
<br />job no. i961
<br />date by a WONG ENGINEERS,INOe date AUG. 1981
<br />PLANNING " ENGINEERING SURVEYING scale NONE
<br />U
<br />STOCK -TON, CALIFORNI
<br />drawn z. W
<br />R.C.E. No. 14269 design S. J co.
<br />check
<br />SOFT BRUSH FINt%H t••
<br />TROWEL FINSH
<br />'" " • LEVEL UNE
<br />j0 .�
<br />a •
<br />a
<br />1 ♦ i -a � n v:
<br />SAND NOT REOUI 9
<br />DOWEL RODS
<br />NATIVE SOLI tS SEND spaced 12• O.C.
<br />VERTICAL CURB 81 GUTTER
<br />COMMERCIAL & INDUSTRIAL STREETS
<br />MANTECA INDUSTRIAL CENTER
<br />DETAIL SHEET
<br />SHEET
<br />4
<br />OF SEVEN
<br />FILE
<br />
|