|
n
<br />5'-6"
<br />300 MIN 6^,
<br />TOP OF CURB
<br />FLOWLINE 9"
<br />OF CUTTER EXPANSION 2,-
<br />EXPANSION , JOINT
<br />JOINT \\ / r.u.. lQU-aNoLss
<br />ALLY PACID
<br />LIP OF GUTTER CATCHBASIN ASS'Y TO BE SET
<br />Cost iron Frame and Cover - refer 1-1/2' BELOW FLOW LINE OF
<br />E to Improvsmeni Standard No. C-5 PLAN GUTTER.
<br />7
<br />yl!»
<br />Tj
<br />MAIN 100E vow
<br />Y
<br />op a pavement grade - NOTES_LI 7-1,
<br />} i One stnd Sir is required
<br />Precast reinforced concrete 1^ 24'—1'xl{' PICK HOLE at eacn Inferseetion.
<br />grade adjustment rings 2" MIN. I �- 2' Block WAWMM WO 10 w es�ldfw 4" t3 6" sections `" I I flaw the Sit r�UIL40 CowifIY Dpart-
<br />as required '' a 3-1/4" THROAT OPENING 15 3/1 PLAN VIEW lylent of ply D11NdfA5
<br />Precost reinforced " 1"
<br />concrete cane. sin. «: 6-1 /4" �. : s al d r -� 3 Sea infrWpmnl pines for Iasation
<br />All joints mortared and Cu. 1/2" DIA. �, oO55 TO „OLD ' - GRATE MAIN ST .'T;t.sTOP'iple,,tArt' rggifed. .
<br />banded with mortar on Y' BOLT GRATE w PLACE T 27" I �� M Mte Mr�M cite �'�
<br />both inferior and exterior 24" DIA _y27} dice to Ilia In12M d 111a shoat
<br />5" W. CONC. PIPEk2-(I;
<br />tstrN�
<br />rurlacee. N. t �—
<br />(SEE NOTE` 25 t 2" air
<br />Eqe of Pwwtrteaf ,
<br />Precast reinforced manhole " - NO. 5) �P
<br />/pipes, ASTM C476,odryst to "` 4'-0" Diam. ' , Sack of 3idsweih
<br />paper eMwton.1123& a " l{, 1#• a!took of Curb.
<br />4'section as required,) Lowasty, ? . MffT, BOSS Q ILI
<br />411�
<br />12" 33" SECTiON A -A •
<br />f iT9ffL e4R VENT -OPTIONAL �r2� -�_� �T�
<br />II 3" �„ lip! Lxatfan
<br />4 '1 F Class ' B Concrete SECTION
<br />for
<br />a N -r
<br />bole used
<br />coat bare PLAN 0 F FRAM E
<br />mny be used if approved
<br />by the Engineer.
<br />NOTES: SECTION B-B �C^j 2` ID Piero �T��
<br />ELEVATION 1. ALL EXPOSED STEEL SHALL BE COATED WITH 2 COATS OF COAL TAR PITCHSECTION t-CC,
<br />STORM SEWER MANHOLE HEATED TO A MINIMUM OF 1800 F OR GALVANIZED. �t�N 0 POST
<br />2. GRATE, FRAME AND MODIFIED -SIDE INLET SHALL COMFORM TO PINKERTON A-645 FRAME €
<br />NOTE A 1'-6" concrete cone may be used if approved by the Engineer. WITH EITHER A-390 RIVITED OR A-390-IA FABRICATED STEEL GRATE.Engineer.3. GRATE SHALL BE CHAINED TO FRAME. NOTE Frame and Cover shall be [[
<br />4, GRATE SHALL B£' DEPRESSED 1-1/2" BELOW GUTTER PROFILE GRADE., machined to assure Interchangsability
<br />5.2e PIPE BARREL SHALL BE CLASS II R.C.P., OR CLASS 2 OR 3 and a close, quiet fit. T_YP.ICK STREET SIGN
<br />NON -REINFORCED COIICRETE PIPE, INSTA6LATION
<br />R
<br />REVISED lOATI � Rr� 4s f•r nNq � na. RE vISEg 'DATE '1-,.� �I R er ter rr•r•I by - r
<br />_ _ FRAME 5 COVER =s EY �cvl�wnf+ aATtt a [?'�`srMiley
<br />TYPICAL T
<br />_-� LE Jswe,ebee4 7-ra•sa I
<br />COUNTY OF SA A"P OYEa ell to VA. etrh•.M d4p f-� _.'1�w
<br />"Ea 9Y N_. ` PIP OVEa ell
<br />TYPE 1 (MANHOLE) VA.
<br />JOAQUIN NErnI M.H _ re CURB INLET CATCHBASIN r OR.w" Y-..---..___ .._ ��yTQ� eoY[aeY 1 AM
<br />E NONE DEPARTMENT OF PUBLIC WORKS STANOARa No. C-I - - c"Ecw[oeY COUNTY OF SAN JOAQUIN
<br />Date 7/1/89 rc. t NONE DEPARTMENT OF P[Ji31_IC WORKS STANDARD NO C-5 CNA Ktpy r ANS.'COUNTY OF SAN JOAQUIN r _ ' e
<br />• SCALE NOR DEPARTMENT OF PUBLIC WORKS`
<br />><TANOARG NO A-10
<br />THRUST BLOCK DETAILS
<br />45• Max,
<br />24' 30" or 36' n!+ + , m al
<br />ST-
<br />MAIN I00
<br />1 • f I� TYPIh! !q SECTION 1 r,
<br />" i nc+rv! CAST IRON BENQ TEE OUTLET DEAD END THRUST BLOCK
<br />TYPICAL STREET $10N
<br />THRUST BLOCK DIMENSIONS
<br />FITTINGS A B"
<br />FITTINGS A B
<br />6" LINE
<br />10" LINE
<br />221/'
<br />I'-6"
<br />1'-6"
<br />z2 lial
<br />I.-W
<br />1 2'-W
<br />45'
<br />2-- 0"
<br />21- 0
<br />45'
<br />4,-0,
<br />31- 0"
<br />90•
<br />3-0
<br />2-6'
<br />90•
<br />-
<br />4-0
<br />TEE OUTLET
<br />3'- 0'
<br />2.-0.
<br />TEE 6l1TLET
<br />4.-
<br />- "
<br />DEAD ENO
<br />3'- 0"
<br />2'-0"
<br />pEAp END
<br />4 -4
<br />4 -0
<br />8" LINE
<br />12 LINE
<br />221/'
<br />2'-0'
<br />2'-0"
<br />221/'
<br />45'
<br />3' ^ 0"
<br />2' - 6
<br />45' 1
<br />4'- B
<br />1 4-0
<br />TEE OUTLET
<br />3' - 6
<br />3' ^ 0
<br />TEE OUTLET
<br />-
<br />4' - 0
<br />DEAD END
<br />3'-6
<br />3 -0
<br />DEAD END
<br />4 -0
<br />NOTES;
<br />I. One stroof Sir is required
<br />at coon ltdorseatlon.
<br />2 MoA tewhom era to be octltired
<br />trove IUe Smil JeeQuin Comfy Depart -
<br />lasted st Mow and Buildbq Inspection,
<br />3. Soo bra- -, n f plain for location
<br />/� I S
<br />of 3" ol", vlhen taQdred,
<br />-MAIN 10
<br />E
<br />ATim IyM of the'strsat sign vain
<br />dr 6 the 1ttRglk at the street
<br />now.
<br />"of hvrmenr,
<br />- STOP
<br />—
<br />'Curb.
<br />Sr Beek of
<br />I
<br />•
<br />STft9T NAME
<br />SIGN Ni)
<br />(S
<br />V
<br />- SW SIGN (RI)
<br />2" ID pipes
<br />N
<br />3,T MBN- POST
<br />LOCA1.10N DETAIL
<br />TYW-,AL STOP a STREET SIGN
<br />INITALLATION
<br />by
<br />Y�
<br />REVISION
<br />+:YE n,..,
<br />PAT{
<br />/w
<br />STANDARD
<br />STRF�T
<br />•M h epmel e
<br />f,s•r1u f
<br />'''-°
<br />NO
<br />RE VISEa
<br />V.A.
<br />I..
<br />a•„e,y,. u,,, •i ate".
<br />V,•
<br />SIGN DETAILS
<br />4PPAovroer
<br />COUNTY OF
<br />SAN JOAQUIN F
<br />Y"HI AJA - fici I=
<br />oxAwNell
<br />a sv
<br />SCALE
<br />SCALE MANE
<br />DEPARTMENT OF
<br />PUBLIC WORKS
<br />STANDARD NO. A-10
<br />a or eZ
<br />BrALE
<br />:eta 4E- NONE
<br />i
<br />f
<br />IF
<br />I
<br />r
<br />•
<br />h
<br />D
<br />NOTES' 1. An thrust blocks shall be poured
<br />against undisturbed soil and shall
<br />be Class "B" Concrete.
<br />2 Thrust block dimensions wers
<br />calculated to allow a sal
<br />bearing value of 1.000 pounds
<br />per square foot.
<br />THRUST BLOCK DETAILS
<br />ire APPROVED eT
<br />COUNTY OF SAN JOAOUIN 's"Is" .MRATA -
<br />DEPARTMENT OF PUBLIC WORKS STANOA RO
<br />A �� A
<br />a I o-
<br />V
<br />PLAN VIEW
<br />1 1 r1V, N 20" }
<br />22 }"
<br />SECTION A -A
<br />NOTE Grate shall be faelensd to frame
<br />with I8"x4" heat -treated chain.
<br />' h Prerell
<br />FRAME 5 GRATE
<br />(18" STORM DRAIN INLET) ►� vvEn er
<br />COUNTY OF SAN JOAQUIN 1 -
<br />DEPARTMENT OF PUBLIC WORKS 'STANDARD ND. C-7
<br />�13acklillIwilli malerials equal to at
<br />better than the existing pavement
<br />In quality and thickness.
<br />Existing Pavement
<br />6' Compact in 12" max. layers -
<br />6"Min. f0 a min.relative compaction
<br />(TYp) of 95%Aunder pavement and
<br />shoulders, and 90% _
<br />outside shouiders. --
<br />Compact in 24'max. Ioywa
<br />to a minimum
<br />O I lolive compaclian p
<br />O of 85 %,
<br />Compact in 6" layers
<br />id' 0. D. 10 to a minimum 10" 0. D. 10"
<br />Mirt relative Compaclian Min Min.
<br />0. D.+20" Min. at 90%. 0.0.+20" Min.
<br />RIGID CONDUIT
<br />' 4
<br />NOTES
<br />8 1) Frame and Grate shall conform
<br />io Improvement Standard No. C-7.
<br />2) Two fast minimum billow finished
<br />grade In new development.
<br />In exleling ttraals, maybe lase than
<br />' 2' wilh the approval of the Engineer.
<br />A
<br />PLAN VIEW
<br />See Nacre I
<br />- a.sYP�
<br />Mprlor
<br />Drede Rlnae
<br />Mortar
<br />"z IL'R.Cp, C1.$ i u'
<br />'r
<br />T ` CIO u'g'Concn4
<br />SECTION A -A SECTION B-B
<br />12"
<br />Dia. or Sq.
<br />Standard Frame and
<br />ii Cover Assembly
<br />A. C. ev
<br />A.B. ay " a P C. C vac II..' • - ° °
<br />6 ° d,4.
<br />$ °
<br />Undisturbed � Survey Monument
<br />Basement Soil 1'a x 30" Iron Pin With
<br />L
<br />Idenlification Marks
<br />TYPICAL SECTION
<br />�R 77,�/S
<br />D' eo
<br />FLEXIBLE CONDUIT
<br />140TE5.: Lift Cover Frame
<br />I. 'Aetaliw compaction of materials [hall be lasted by the State of California, 1"
<br />Holes+xw '-1« Malarial- Cgs! Iron
<br />Dept. of Transportation Testing Manual, lest method No. California 216 or 231.
<br />2. All existing pavement shall be neotly cut to line prior to trench excavation.
<br />3- Jefting at pending will be permitted within the street Right of Way with 3 year bond.
<br />N 4. IT
<br />When shown by toil Composition and compactibilily, ninety percent ( 90 %) "
<br />compaction may be used, when approved by the Director of Public Works. T - -
<br />2,
<br />-�L
<br />1 2"^•I 6" Diameter 4•
<br />+{ I
<br />SECTION A -A
<br />REVISED DATE R ne.e r •P•re.m sr NO I REVISED DArF A edad°„,oral ty
<br />TYPICAL TRENCH HACKFILL a., SURVEY MQWMENT
<br />D•1r
<br />ApP CYeD 9Y FRAME a COVER ASSEMBLY APP OVFD or /
<br />wN!Y 0O.cn�
<br />COUNTY OF SAN JOAQUIN °siz• on4wNeY ao COUNTY OF SAN JOAQUIN
<br />Lx eT °"
<br />Ea - J - CIiECK EO ell -
<br />ALE --nn"cam' -- DEPARTMENT OF F11fsl_iC WORKS STANDARD No. A-7 -_- DEPARTMENT OF P1i61..1(' WORKS STANDARD NO. A -a
<br />_. __ _._... ... ..... SCALE NONE
<br />!s• Roieed Latta
<br />,Bio .d-9�' i/ is , f9
<br />PROJECT RECORD DOCUMENT
<br />TI I'S DOCUMENT HAS BEEN PREPARED DY COA SOLELY FROM
<br />"AS-BMT" MMFORMAT#ON PROVIDED OY TOM OENEpIAL
<br />CONTRACTOR FOn 71#8 PROJECT. CONSTRUCTION ITEMS
<br />SO IOWN HEREIN AS 'CLOUDED* ARE DEVIATIONS FROM TO IE
<br />ORIGINAL• APPROVED DESIGN. ALL OTHER CONSTRUCTION
<br />IS ASSUMED TA IIAVE OCCURRED PER "PLAN', TO WITHIN
<br />STANDAnD CONSTRUCTION ALLOWANCES.
<br />DATEPREPAREDt
<br />oQRpFE$Sl ,'�!
<br />No. 22918
<br />QC����
<br />�
<br />c
<br />RLC Aasociatas
<br />Consulting Civil Engineers
<br />903 W. Center St., Suite 2
<br />Manteca, California 9533B
<br />(209) 239-8007
<br />THE WILLOWS
<br />! M PRCNEMENT PLANS
<br />DETAILS
<br />DEPARTMENT OF PUBLIC WORKS
<br />SAN. JWU1N COUNTY$,CALIFORNIA
<br />SCALE AS SHOWN
<br />APPROVED BY DATE SHEET No.
<br />10
<br />of /¢ sHTs
<br />HENRY M. HIRATA, R.CE.2125 JOB NO:
<br />VRECTOR OF PUBUC WORKS 0021--0 '
<br />SAN- JOAQUIN •COUNTY. CA. FILE
<br />DESIGNED BY FN
<br />REVISION
<br />NO
<br />DESCRIPTION
<br />PATE
<br />DRAWN 8Y FN
<br />CHECKED BY RVD
<br />AS BUILT BY
<br />� S✓.G / Yf�
<br />//- �
<br />2
<br />Gr G' Cite/k/p
<br />- _-
<br />3
<br />C/ ' S.rJ - c//PrV
<br />/-%Z
<br />
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