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11I..Il JiLli
<br />R/W 50t R/W
<br />. .a,.. id•'.'.; .•e,•.O OO atlp tlo Doo tl°Dope ootl � p � tl c tla a°°pp a .P:.-'.. ::.'..
<br />Coctistr uc-t mcs1(=I 1 r- bmv¢, I -
<br />t+�p+a cuc-b, t.5LA +ter at •,sidtawnik
<br />2A�■pF1o,1t Goncc-ar-t-m� 0.�, = o.43r'
<br />Compnc-� �trr.t �5ubgradc 't-o 9S`/o Sri9
<br />Ca 9t`g�'+e F3casez, G E Q Oro"r
<br />5" gr-Qsa-t-e_ sib--baaat-, E7 42'
<br />rxtea�-iv� compact ion tot- Q d¢pth of �` DESIGNED G,E - 1. 3 1 '
<br />F2=5.0 T.1. =4,0
<br />REQUkRED G.E I.2-Z'
<br />- TYPICAL S�TFZEET SECT401J
<br />MdasdowQod Or ivQ
<br />_ Li bloc, Gourt
<br />Sea 10-
<br />W ast
<br />R/W
<br />5Sr
<br />30,
<br />$ 2• �/ar'� a.g _Vat- iQ� -
<br />P give, —
<br />: P;- pp o a oA0 p F.Jt +a
<br />Construe- rl-,ontaVeT-+ CQI
<br />R/W
<br />- 7`
<br />+yplz curb, gu#m.ir- ddwelk- Exi tirlc� faatvQt^ntnt
<br />Sctv./-cum a rn+n�mum of
<br />Cot-npaet to 95`/o !'-O" infio a�eist'tng pcavt�t^nder�`f
<br />re- im+ iva• comps c-_+ iorl Pot c imp+YN of �' 2" Asp1-�c11t ConGs-2t�, C7.>=. =� 4`5"
<br />G E.. o 5„
<br />'jar A03t-QgatQ dub -- bos�.,G1E. �. SB'r
<br />' DEstGNEQ Cam'. E. } . Ste'
<br />RECDUI REC� Cam• �. 1. SZ,'
<br />TYPtGAL STREET SECT l0l.1
<br />Ccmd i nn 1 Ave n ue
<br />Sect le , I " = 10'
<br />Nartl-�
<br />F2/W
<br />= S 2r
<br />t `G.
<br />= 42r
<br />Vc%tt i e12s
<br />(lever- tie') (12r-I4.$) _�
<br />Prig r-ml*§L!r
<br />o 0 0 0 0
<br />Cons-fir-uC-1- mat-1o1 i+1n%c
<br />v2rticot} t13pm curb,
<br />Cornpott"�- strQ.�+ subec�cd�,
<br />to tea% T-lzlafitiv� CompaC�-ior�
<br />cooe1 for n d Q P t h\ o f Co'.
<br />S O L I I 1"1
<br />R/W
<br />40`
<br />2- 2.'
<br />-t' A.C. Ove lc e-
<br />r
<br />Ex i�■t i ns povemtz.r�`}`
<br />Sow —cut- 04'
<br />into 2xistirtS PdvtzM2n`4-
<br />�'3`r Asp4-Zca1-1- Cor,ct^etd� �.E. =0S8,i
<br />.4oet-d c�t�-t-m Sub - baLstz, C�.l=. o. `t ,I
<br />S
<br />D�•SIGI�IED C�.E-. 1.88'
<br />P_ Co.O
<br />£�EQ�1t�E..C� G,E• S•8Z1r
<br />TyP1GAL. STsIEET Srcq= v ic. i •Aa - A
<br />Main Ott -¢.mot'
<br />Ddpartrnent off' P%_J IC- Works, Git� o� Sfiockfiorl
<br />Col i{". "FOR Srttit..t 1T.41Z•{ S L.W ErZ f"� t•-tLY " d /����
<br />J4PPravan.d
<br />PiI w I Sae cz s i 4x u g 4-t , i tt� E a'1 i r� ¢ eat r , Sfila Glct o r1 , Cat I if.
<br />• , , ... . , ,_.ar.>s.,„:,,�,.�,.,,e�, .ate . , ,. ., � , , , ,,,,�•�:. �. , � .. ,,...�,�. , , ,. . , ,
<br />12"
<br />OJa. Or Sq. Standard Frome and
<br />6" I Cover Assembly
<br />1
<br />AC.���A" �fII
<br />A B_ a
<br />it 4
<br />arCridilL
<br />vN�un.Survey Monument
<br />Basement Soil 4'ex30e Man Pin With
<br />— Identification Marks
<br />TYPICAL SECTION
<br />// lit, •
<br />A fill SUR �� A
<br />11t ONUI�
<br />16" Raised Letters
<br />v
<br />Cover From
<br />Lift
<br />Holes { �a Material Cast Iran
<br />I �I
<br />N
<br />04
<br />4 ; N
<br />" -�4.
<br />6 Diameter
<br />SECTION A -A
<br />NO REVISED GATE _.Yaprov�:
<br />SUR EY MONUMENT J/�i/1�•• �d'f
<br />FRAME 81 COVER ASSEMBLY A;/OVER BY
<br />ORAMM■Y PD. (�wJ •e /il�i COUNTY OF SAN JOAQUIN a°te
<br />ScNEcxCALE REo eraIJE r � DEPARTMENT OF PUBLIC WORKS STANDARD NO. A-e
<br />" W - Water line
<br />NOTE All radii • 4 anise a S - Sanitary Sewer line
<br />otherwise noted
<br />Depressed ietier "W' or " S" in
<br />curb to Werihfy service locations
<br />2'-0" -
<br />Vertical Curb at Returns
<br />i �Broom Finish 3 IOJI"R v1.e`ve1�IL,-are
<br />J4 •• a e• •e a �- ~ IO
<br />Dowels -!I or i'Dia. x 24" spaced 12' a C.
<br />greased and wrapped one side through
<br />wary expansion joint.
<br />(
<br />MONOLITHIC BEVEL TYPE_
<br />' CURB a GUTTER
<br />7' -0" Min. -
<br />-.; 4'-0' Minimum (Sidewalk) 12" - 2'-0" Bream Finish
<br />?tr % Broom FJdah Se rial Lee At Returns
<br />p, { Slope • }" Der I'" I"
<br />Level Line
<br />sir '. , ♦ • " •' " - � �_ � �--Tar-� ue ♦ 10#R 'll
<br />a ] O
<br />t ••o - •T. o' �-
<br />6" 12
<br />Dowels= 5 or 2 dill. It 24" spaced
<br /># ' 12" o. C., grid and wrapped
<br />oars side through every
<br />-F expansion joint
<br />can :
<br />MONOLITHIC BEVEL TYPE
<br />CURB, GUTTER & SIDEWALK
<br />NOTES:
<br />u Construct et 11111lofl johns Gil 2O0' Rlaltlrnum and at returns, around light poles,
<br />hydrants God other filled objectt at sidewalk.
<br />Tratiseerw weakened plans joints shag be constructed GI) 12' maximum Intervals.
<br />REVISED Lnt f iKswl Ar
<br />CURB GUTTER, 81 SIDEWALK der;
<br />SUBDIVISION STREETS APPROVED tV s
<br />i COUNTY OF SAN JOAQUIN He
<br />I t DEPARTMENT OF PUBLIC WORKS STANDARD NO a-4
<br />I1 O r-+k-%
<br />R/w
<br />�- BQ
<br />4 0' � 40
<br />aZ'+ IsI7 181t Z2`+
<br />I
<br />E'AI, n13 pavemer,.+ }�� A.C. ©.ra-,r- 1a�
<br />TYPICAL S-rpew mT SEC.TtON ,8•�`B�
<br />t _ , '�° ' I t r�. DATE
<br />A ,
<br />At
<br />y le- S/Id" MM h-4 rxket
<br />,rIN ce•�_
<br />,ea. ■l }
<br />C.-
<br />Talp.d rid■ N
<br />■ew vao
<br />5r.r ,area
<br />TAMPER RESISTANT I
<br />HANDHOLE COVER
<br />_
<br />1/2 1' Flathead sleet Moch•ne Screw w,th
<br />coarse threads welded to Inside of Pole fo-
<br />��� 6-1/2' Hand Hole reln'orced
<br />ground. Provide with 2 Hexhead Nuts and 2
<br />w,lh Ring welded to outside
<br />Washers. Connect to Grounding Bushing on
<br />of Pole. Cover Plate s 01196'
<br />end of Conduit with /D Copper Wire
<br />Sae Note No. 3 ~
<br />(See Note 11 H PVC Conduit is used.
<br />/e copper '*we short connect Pole 10 Ground
<br />Rod In Pug Do"
<br />Pole Base Cover - ` �
<br />Grout ofle• erec:;ng and le+ Cng Pole
<br />\
<br />JIM lr_
<br />r
<br />V/T :r
<br />Tcp e' to b.
<br />L-T
<br />2i -a
<br />e
<br />jr poured w ■ � r
<br />newer. '
<br />C .Oka to >L-Ilse - -.
<br />r r-t/r 6a (rnsr.) •
<br />\.� Anchor Salts. Refr to Pole Mir's
<br />p Cone•il Poll ter raA,s -� Specifications for size. Each
<br />I ball. •mules gs,awlr,e
<br />in - g1e„y,e of top end of rilim _
<br />Balt 7hlMl be provideG with o
<br />Laweuit�1
<br />Lending Nut, 0 Washer and D -..
<br />Had 0;1 Nut Minimum length
<br />- .
<br />. of anchor beat above the top of
<br />Clans 8, Concrete
<br />the levering nut shall be 1"
<br />. "
<br />•
<br />" Any C to street area
<br />shall be a a minNn4m o1 2'-0-
<br />below the flowlkne of the Gutter
<br />Alternate footings subject
<br />to the approval of the Cowt.y 3'•-D_ diorn-
<br />-
<br />Engineer •area.
<br />I
<br />NOTES
<br />1. A 1/2- dam topped Hole in Hand Hole Cover holding Range may be suostltuiea
<br />2. When setting Pales with Flat Sleet Bases. provide a Drainage Hole
<br />( under the Steel Plate ) to the center of the Pole. Farm Hole before
<br />concrete sets using a piece of Wetd ng Rod or equivalent
<br />3. Hand Hole to be located In some quadrant as Most Arm it Arm Is 10 feet
<br />or longer Hand Hole to be locates ISO degrees From Most Arm quadrant
<br />on on others
<br />C Conduit lot all street light facilities shag be PVC sceduls 40
<br />LIGHT POLE FOUNDATION
<br />Variable 2'- 0"
<br />Scaring Line
<br />Broom Finish
<br />12 •-j Broom Finish Level Line
<br />II Slope . ye" eer I' \� 6„ '� T J •
<br />•'■ • .T i' a, ♦:. ;• ♦'. e. F 4"R is
<br />a
<br />". >4 —; n o
<br />5'- 0"
<br />Dowels 5?rJdio. x 24'
<br />spaced 12" o, a, greased and
<br />wrapped one side through
<br />every expansion janL
<br />MONOLITHIC CURB. GUTTER,
<br />Ai SIDEWALK
<br />NOTES:
<br />4ngtruct expansion Joints Q 200' maximum and at returns, around light poles,
<br />tljfdrams and other fixed objects at sidewalk
<br />WNWMSI weakened plena joints shall be spaced Ob 12' maximum intervals.
<br />REVISED IWE MONOLITHIC, CURB_ GUTTER 's'�are,err
<br />r— 7-13-/4
<br />-- -- a SIDEWALK here
<br />-- --
<br />t,annaire stv 1.1 be 't:UiERA- cl crlviC 00." t1-250R, H-400 or
<br />M�-1�0^0'0; I.T 7 Series 13 and 14 or Series 25 and 26 or approved
<br />IY"•-`• Large shall be High Pressure SoI LU100, LUL50, LJ200,
<br />LU250 or LU400 as noted m the Plan Fade U olha air , shaJ.J be
<br />provided with a noto Cell of pmper size for sritch'rrg the
<br />wrL[. Bell 5ts shall be 120V, Pegulator Type for all single
<br />111100 and LJJi50 size fixtures, all others shall be 240V ReguLrrr
<br />lWe Ballasts unless otherwise mted ar the Plans or in the
<br />Specifications
<br />A,,rp oillcA.,rrn!
<br />1. Street Lighc Standards shall be placed at all Intersectiors,
<br />nc�ec loft i�>r
<br />the ends of Cul-de-sacs and Courts 100 feet or rrgre in depth,
<br />and evenly spaced, dependlug m Blade lengths, 250 feet
<br />Panic 1h:ll6o gjic, -zed
<br />wads■ n between Lights,
<br />2. LI si au be underground nd in 1-1/2" UL approved Conduit
<br />Slde1 or Aitfntanunr ,n
<br />�c[acd�n cc miA
<br />(special conditions may require variation of conduit sue as
<br />S{+�d�.d S�cc,l c�l,ans
<br />approved by the Goun+y Eng, near and ♦F,aV1 lee „vat°Ilad as
<br />directed by 'San Jn oaew,�All Conductors shall be
<br />�C�a�..0I
<br />capper. All grounding Carductom stall be tore or have a
<br />grow insulation. All Crou led Ca nix tors shall have a white
<br />or natural gray insulation. Please raping is nor allayed.
<br />(AU coloring mast be permaart.)
<br />3. overhead service to a Street Light Standard is roc allowed.
<br />II
<br />O I
<br />'Q
<br />4. Conduit system shall be casplete from the Street Light to ire
<br />P.C. L E. source.
<br />5. Install a A.11 Max by each Flectmlier,
<br />V ALL materials and insr llAciw shall be in accordance with
<br />I
<br />5ecrions 86-1. 86-2 and 86-6 of the State of Ca_iifonua
<br />Scaniarn Specifications.
<br />T. Waterproof FLsed Splice Connectnrs shall be installed ,n the
<br />Base of the Pole adjacent to the Hand Hole un each Standard
<br />'
<br />a Wire in Pole from L„ai,aire to Pull Box at base of Pole shall
<br />be 014 copper mrnrman service a single 1—i-ire, GIC copper
<br />d+6%�h'�ndha le with
<br />minim," service two or Bore i.a,ninaires
<br />/remow�b/a Co Sri
<br />9 Ware in Underground Conduit shall •art be s. Llet Man (I0
<br />ge�av�ble 5�je Corr
<br />copper serving a sutgle Luniralre r chin 150' of the men-icP
<br />�-t•� (i2)Pfeca
<br />point, 06 copper or larger serving no or rare Lua�iswares
<br />io 'tine owner or Contractor or any Lighting Project is ragwred
<br />to pay P.G. 6 E. Co. the Connection Fee before acceptance b-d
<br />San Joaquin Goan}.�.
<br />VARIES
<br />U
<br />j
<br />M aoeowood peeuv�.
<br />Ll btu w, Co�n�+
<br />LaC.4 T/O/JS FOrl 57-/-17- L16H iS card:n,at 4vcn.�e:
<br />Ma,r� Straat
<br />STREET LIGHTS
<br />TYPE AND LOCATION
<br />Ends of a// sloe/ Conduits entering Put/ All non-metallic conduit shall have a
<br />box mho// be capped wilh O-Zan Type "GB'• No. R copper bonding/grounding wire.
<br />bronze grounding bushings B connected (F-xcept the conduit between the P.C.&E.
<br />logether with Na.B copper wire- I I service Point/pole and the first street
<br />I 1 light Pull box). these bonding/ground-
<br />I l ing wires shall be connected in the pull
<br />/�- t- I- I------.� box with cable
<br />A r �} F T '� - - - - _ 1 A connectors - Surndy-
<br />J, Serrit No. KS-15
<br />Steel CondI P105y1c 4__ - _ or an approved equal
<br />iT 0yP/Co/% Condurls I j - meeting CalIrans
<br />rtyprea/i specifications.
<br />' I
<br />1 I I I Tops of all conduits
<br />entering pull box shall
<br />Conduit SAID// not ex/end PLAN be at least a^ below
<br />more 11 3%7/a pull box top of pull box and at
<br />least 2" above the
<br />bottom of pull box.
<br />stdewalX or ground level -
<br />1
<br />1/2"X8 Coloperweld
<br />lB min- l != ground rod required in
<br />�� 1 ;A oN purl -bores_ Plan
<br />opprovol by Covn-ty
<br />Engineer prior 10
<br />insfollolton required
<br />j' for ground rod delelion.
<br />3 s
<br />set Qul/ box on 6"of I I
<br />3/4 mpx. crushRd rock S E G T! 0 N A -A _
<br />or 1/2 Max. pen grove/ -4- - -
<br />i
<br />Ground rod B clamp 1 I
<br />Nn 3h ra,✓i eo,r� shot/ be driven in corner of • - �I
<br />,r cande a pull box no more than 3'r f I J
<br />- — � — — from either inside wag -
<br />' `� S •trrr Ground rod Shall be B x//2" I I
<br />JI copperweld. _
<br />Stec! condull user
<br />t to slandord GROU41DING DETAIL
<br />COtJDulT AltaPtft.JIe60Y, LOCATION
<br />CONDUIT PULL BOX
<br />COMWRCIA4 _a INDUSTRIAL- STREEIS Arrnoveo BY _
<br />COUNTY OF SAN JOAQUIN "
<br />NONE DEPARTMENT OF PUBLIC WORKS STANDARD NO. B-e
<br />SOU+i
<br />R/W
<br />A.R. S A MCI U
<br />CONS L LIT
<br />5651 N PERSHING A '
<br />_ ALBERT R. SANGUIr, TTI
<br />MEADOWOOD
<br />IMPROVEMENT PLANS
<br />21
<br />' DETAILS
<br />s- °„ DEPARTMENT OF PUBLiC WORKS
<br />COUNTY OF SAN JOAQUIN
<br />.Lr..i`SSU"'CIATES A t. i AS SHOWN AP F R )VFD BY• DATr SHEET N(J.
<br />U���■ �$,`1; '�� .iTt:.�t'1':-�i}{our ,'��.-,:��',,,` �
<br />N PY KS � -OF11 5►-�EE�:
<br />t E^t — a JOB NO. -
<br />f..,.. - _'HECK L 8Y JMS --
<br />L�/DTI 2-19-9/- _ -- - DIRECTOR OF PUBLIC WORKS
<br />rye; BUS L T BY COUNTY OF SAN JOAOUIN I
<br />�; J
<br />
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