|
In or t
<br />-
<br />sr,�ucru,~',gc a�criew
<br />Reflector Skin -Coat rnb Helium
<br />should"
<br />!we galvanized Cade Type NR was ism x IS•
<br />bane d reek" at indL
<br />J7'
<br />swreeln at t
<br />t t
<br />= 24" 30" a 36•
<br />0.17' DIKE
<br />I l i
<br />lvrrr�.emarv!
<br />MAINST
<br />02W' 4 , 02�'
<br />loo E - - -
<br />N[IoNe cut step.
<br />I I .-
<br />�
<br />_
<br />L !" R (typ) T
<br />2
<br />°T '' " meet. w�"tep�a alrrlll'n..Noelaa
<br />0 lefhwldr "fa -
<br />-a
<br />a71m
<br />Reflectors symm0.
<br />etrically ""
<br />TYPICAL STREET SIGN
<br />S'
<br />pieced0,5'
<br />fit -:
<br />DIKE,gPE A
<br />-
<br />(YJ7•ri'AC )
<br />i
<br />rxe Fir wade e'x{'data"
<br />Dat0lae Fir surfaced structural made '
<br />Redwood. treated
<br />four aides. leek
<br />Ile
<br />NOTE
<br />—�
<br />L One s1nN sign is required
<br />at each intersection.
<br />Q
<br />.0//Y� %�ET. IZ
<br />4V dIALB
<br />Nr
<br />a
<br />I e..+.:Nl" cT,►t .
<br />eeT[i:
<br />a "a We Seek.
<br />A " welwe.eel spiked a. C-i '
<br />a Tw len eYN..I h.le. lessee wed*
<br />..I.IIM wee..
<br />me, M ime M [ whh Ne
<br />"war of M 4�e.
<br />e N• pip 1•rl.l dal Cl a It".- C I AV.
<br />B n due to the length of the etnst - ' yZ SECTION A -A �4li Lpme
<br />TYPEA name. .2s' F ' �.e .ef, e. ...el.avxEz• lmepM1herM a a.w
<br />Edge of Pavement, , VMII ES: with m•e h."-w..lr eerie. I,
<br />Retleetire Sign -Gait_ Hwy. Vn ltt es � / L .Z O
<br />j [ s sane .h•Ilte te.leeM m rues �A11 / Y o• s•
<br />Code will, 30. 3w Back of Sidewalk
<br />Center on Barricade. ii PLAN y
<br />or Back of Curb. 9.0 2 9•0$
<br />b 72 -
<br />I " if ph
<br />---- v Q 1. :N•m
<br />A' • ' f' i
<br />•^,! eel.
<br />r- Street ` A
<br />Sign Location oe i - <. ,"Z . - •%� •.. `1\ • .•� '� r ,� n tl •1 . / �, i 1, iC1 •il 1...
<br />• ' �' :r`n ',yl ti 'i�
<br />-
<br />•f � j h
<br />CENTER REFLECTOR e C. B. I sEcrION A -A steertoN a-e
<br />" ��E Ti��/CAL
<br />FOR TYPE "A" BARRICADE 2 ID :71{ j—� N LOCATION SIGNDETASL '�"lo" ° e
<br />INBaEcades b be p wide w "het �/w(FOiY.fl,/.f�0./.PDsTD.f',N/.dQ.O/.f//.�'IET� D.rP,4/if/ /rYIdFT
<br />2.
<br />Barricadesb be painted whip caw 2 TYPICAL STREET SIGN e.311do -T s�-CTlp�r40 -"le �As .aE.Q sA,v dOW4W//V ea//011-_0 ed=1 los.�E,t? 9.O,vr/oav(/�.vfO//.r/rf/ OEPT.
<br />coat. of "Extorior Alkyd Rosin Hi -Gait
<br />Enamelow a compatible prener. INSTALLATION Of PU®C/C !i/O�.Y1 O�i4/r//�l/G C-6.J Of .dUBC/C GYOiS'.i�.3 QrPO![�/it/G C-J)
<br />/YO SCALE"
<br />Te f17VI"T1-" sZoMd7fW"Or le"O�
<br />/l?7 �C.4LE
<br />� 'CAGE
<br />Variable Coat Ion LidEP `
<br />1 3 sn.0 R/W ,
<br />THRUST BLOCK DETAILS
<br />attle- pro of, machined
<br />FOR ALL STREET seating surface Exist. 13.0.111111 ;
<br />Met" Bon o 43 Max.
<br />LOCATIONS "I
<br />Valve BSc, From and Lid ": •.i:.'
<br />. };c ■� • .hiss: . _-c•.r'c
<br />Refer ro Improvement Standard No. E-2 Bataan of Dike*:�� �: ,:.;y.•. ■,
<br />2'abow grand IIM 6.
<br />firedc-Off Join 2• Asphalt Concrete \ ` (it any) ZLwo
<br />:`
<br />L u ,....' wished Grade � 1 �- St :,. ::P .••: "� .:•P I I 1 ' ::�.
<br />•,...r•:r•.: . - ••;. Cameetion I e' - I Min. --I
<br />daplor TYPICAL SECTION THRU
<br />Water MoIn ConcreteAdchorBlock _ II :..•+••• ►,^:•►"•:'
<br />10"(— I '`." s e" ;"%;::;`+.''`':• _ x 3s• Reber with CAST IRON BEND TEE OUTLET DEAD END THRUST BLOCK
<br />• • _ = i5•.: .: Connection e
<br />•: 6"w Pipe •. Adaptk 2 how etatap" 12 "part
<br />.::
<br />Flanged by Ring -Tits Adaptor ' ' H FOR OFF STREET f Sokrpparotian a• Mich (it any)
<br />bottom
<br />Cone. Ttwiet Block- (As Required) Cone Thrust Block 11LOCATIONS
<br />Rehr to Improvement 6" Flanged or Fanged by Refer to Improvement —t Service Clamp
<br />>•
<br />Standard No. 6-3. Concrete Base to be (Double Strap)
<br />Standard No. E-3 Ring -Tits Gab Volvo. Standard
<br />around Valve Box.
<br />Theo Na II Tea or Equal. Concrete Base not
<br />necessary when Valve
<br />Box is located in back of sidewalk. L Plastic pipe up to l!0I. D. service shall be ultra high molecular weight (UHMW )
<br />DES, Polyethylene as manufactured by "D►Iscopips", "Orangeburg" or approved equal
<br />1. Fin Hydrants shall be placed with *4" outlet facing with minimum pressure rating of 160 pal.
<br />directly towards the street.
<br />2 Fire Hydrants shall be clean and free of concrete.
<br />3. Fire Hydrants to be American Darling Model B-62B, Dresser M & H Style 929 Q 3. Angle stop
<br />atop shall have eorparckwi cask threads.
<br />"Reliant" Mueller "Centurion" or "Modern Centurion", or approved equal 4. Ankle stay shall have swivel nut and kick wings.
<br />fS. Ankle Nap shall be wrtieally plumbed
<br />too, .,•
<br />Douglas Fir surfaced ►r 2. Block numban are to be acquired "-� •-
<br />four sides. from the San Joaquin Comfy Depart-
<br />ment of Pkn tq and Bupdinq InspectionLi Li " Aw
<br />..
<br />B 3. See Improvement plans for location 4-� • n8nn el-
<br />ST of STOP signs, wen required. 2 rt e•(— �!
<br />I MAIN 100 E 4 The length of the street sign varies Q
<br />-11111111
<br />--_
<br />III I
<br />�1
<br />p
<br />I ly�yIn{y�iiim
<br />W�
<br />THRUST BLOCK
<br />DIMENSIONS
<br />FITTINGS A
<br />B"
<br />FITTINGS
<br />A
<br />B
<br />6° LINE
<br />10" LINE
<br />22 1/ "
<br />1' - 6"
<br />I'- 6"
<br />22 1/2 •
<br />3'- 0"
<br />2'- Cr
<br />45-
<br />2-Cr
<br />2'-0
<br />45•
<br />4'-0"
<br />3'- On
<br />900
<br />3-
<br />2-6
<br />90•
<br />5'-6
<br />4-
<br />TEE OUTLET
<br />3 - 0
<br />2 '-0
<br />TEE OUTLET
<br />4' '-0
<br />4-00
<br />DEAD END
<br />3-0
<br />2'-0"
<br />DEAD END
<br />4-0
<br />4'-0
<br />8" LINE
<br />12 LINE
<br />22 1/•
<br />2'-G"
<br />2'-0"
<br />22 1/ •
<br />3'-0"
<br />3'-0"
<br />45•
<br />3-0
<br />2'-6
<br />45•
<br />4-6
<br />4-0
<br />1— N
<br />1_ N
<br />GN
<br />1 N
<br />41—
<br />TEE OUTLET
<br />3'-6
<br />3-0
<br />TEE OUTLET
<br />DEAD END
<br />3-6
<br />3-0
<br />DEAD
<br />(2 - 2 1/2" & 1 - 4 112" steamer outlet). NOTES.
<br />6 Size2 e of service Ilns shall be "
<br />* Or aum vm as required by the local Fire District. 7. Mueller Insto-tlte connection shelf conform to ASTM Designation D 2239.
<br />1. Valve boa and Ltd shall be Christy Na G 5, Brooks No.1 R T or 4-TT, or equal. • NOTES I. All thrust blocks shall be 4 All Hydrants shall be painted OSHA softy yellow a as 2. All Lids and Grade Rings shall have machined seating surfaces. pawed
<br />against undisturbed soil and shall
<br />required by beau Fire District. 2.
<br />Extensions shall be as manufactured for the Valve Box supplied or Pipe of correct �-• be Class "B" Concrete.
<br />size can be used. %c �,[��Q�//F�/iC�/1 1/ 2 Thrust block dimensions were
<br />calculated to allow a soil
<br />bearing value. of 1,000 pounds
<br />Flf�" f�l�Dif�.Q/I�TD"T�/� �o �caLE per square foot.
<br />5- 1-2) Li PLAN F G V E S k a IV✓ REFER TO:
<br />"y,//)�jtN�n R O Y A. GALL 1 R.C.E. 1 6 0 31 Be McJe.le Olfice
<br />T� _ __ DA"T-E LZ L8-8�'__ ENGINEERING �rsuer✓ Dales f�/d-/l/-BWO,/ JIMMY G. GATEMAN L.S.46e5
<br />/G/v S ' [ Ile
<br />4 SHEET
<br />SURVEYING Al O
<br />/�DI� G-R. LbL.D1M TO `�T�E_F_T_ � � � — � PLANNING ScaJ.►fNe.50,B/3 sN,r. o.f. RD.I•.LtNft.N A e.
<br />27
<br />S E (_T l U IJ DIE-1-AIL- ZONING 1920 l�4 AW /Y�IY /l . W40jer Check ad
<br />P.0- BOX 816 900 H STREET F SUITE Gl Ftle No. °F ��
<br />MODESTO CALIFORNIA 95353 an (209)526-4214 :SeA/Y �/OAQC///Y G'41l//VTY
<br />t
<br />
|