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FO R ADDITIONAL DETAILS 'SEE 'SPECIFICATIONS
<br />Exist. Ground- Concref Ftiture
<br />Motor ox Motor ------
<br />atara 77
<br />of Dt4ch
<br />St
<br />Connection
<br />0 daptor
<br />in
<br />-'36" ReCB with
<br />2 hose clamps 120 apart
<br />Connection
<br />Adaptor
<br />6"x 6'' W 14 9 W 1,4 welded wire fabric -24" Min, Cover below batt orn
<br />Z2 stop of ditch (if any)
<br />t2' Minimum Expansion joint Score Line
<br />- ------- cryp.) ------- service
<br />Clamp (I" of larger z a
<br />rnum XV a, -
<br />Co 19 g� Double Strop)
<br />Dee 0A wep, all Ile
<br />Expansion Jo T 10-A
<br />Joint
<br />2'W
<br />3f 7 --------
<br />Mtxhina Bolts
<br />radius
<br />1, Plastic pipe ultra high molecular
<br />IF
<br />y p)
<br />H
<br />Sidewalk for I" LD, service shall be weight UHMW)
<br />Warp Polyethylene as manufactured by "Driscopipe", "Orangeburg" or approved equal
<br />\X
<br />with minimum pressure rating of 160 psi,
<br />LIP DETAIL
<br />Z Plastic pipe for 2" I,. service shall be PB 2110 Polybutylene or approved
<br />Sldewalk�t, A A 2"� equal with minimum 'pressure rating of 160 psi.
<br />Curb and Corporation stop shall have corporation cock threads.
<br />t4
<br />Gutter Line L 4, Angle stop shall have swivel nut and lock wings.
<br />29
<br />5. Angle stop shall be vertically plumbed.
<br />Gutter 6. Service saddle shall be required for the 2" service tw
<br />slope 7, Mueller Insto-tits connection shall conform to ASTM Designation D 2239.
<br />Gutter -1__ Lip T
<br />-Side
<br />L__A 2-- 0" 3'- per Il SECTION A—A WATER -SERVICE,
<br />kkl
<br />EC.R Variabe-- - NOTE1, Irvin ------
<br />use type grate may be
<br />S:
<br />PLAN Ex ponslon joint as alternate.
<br />B
<br />2. Grate shall be fastened to frame
<br />with 18"xi" heat-tre6te'd chain.ll
<br />X
<br />PLAN Volvo go
<br />x" Frome and Ud
<br />Bockfill with morterkils equal to Of
<br />better than the existing pavement
<br />in quality and thickness.
<br />-Existing Pavement
<br />1, Relative comooction of materials all be tested by the State of Cofiforni
<br />Dept. of Public Works, Division of High". lost method No. Calif, 216,1978 or 231, 1978
<br />2 All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. No jetting or png shall be pwrinitted within the street Right of Way,
<br />4, When shown by soil composition 'and compoctibility, ninety percent (90%)
<br />gom"cfion may be used, when' 0p;x0ved' by the Director of Public Works,
<br />TY
<br />Ratite -proof, rnochined
<br />rstina surface
<br />*'k � �w FUR NtW 'cl, I Ktt I
<br />UoCk of Walk Curb Line P Meyer to Valve COX Vz
<br />Break -Off Joint
<br />to
<br />lem._.,.6S Lip Detail
<br />_fyp
<br />R 14 Asphalt Concret -Finished Geode
<br />Gutter Line
<br />ELEVATION Concrete Anchor Block-"'
<br />Water Main-, 10 ---
<br />U'
<br />6"0 pipe
<br />9
<br />Flanged by Ring -lite Adaptor
<br />Variable 54 -0" 1 C;nc Thrust Block- (As Required Conec, Thrust lock
<br />6
<br />314 R — ------ Refer to Irnprovement 6" Flanged or Flanged by Refer to im. vement ----
<br />'low
<br />SI!, SECTION A—A Standard No, F-3,
<br />Standard No. F-3 Ring-Jite Gate Valve.
<br />per
<br />=7 . ... .. .......
<br />-Tifco No. 11 Tee or Equal.
<br />J
<br />0
<br />use to be
<br />Concrete 6
<br />0
<br />104 05 ow 14- i Extensions around Valve Box
<br />NOTES,
<br />Concrete Base not
<br />1, Ramps shall be consilrWed with a heavy broorn finish with the slope of the romp_
<br />NOTES; necessary when, Valve
<br />Box is located in back
<br />2. For -nori-storri1ord applications, maintain the following maximum sl s. . . . . ...... 1, Fire Hydrants shall he placed with*42 outlet facing of sidewalk,
<br />QPrTlf"IM A A mmirrillm Aida 1166a 6 t I i M
<br />[a
<br />NOTEt
<br />1. One street sign is required
<br />at each intersection,
<br />2.Dimensions for Nock numbers
<br />ore for locotiori of numbers
<br />only,
<br />,-Edge of Pavement, OR
<br />Bock of Sidewalk, OFA
<br />Back of Curb.
<br />Street Sign
<br />Location
<br />a
<br />Cot in 120 layers
<br />mpoc
<br />to a minimum
<br />relative c0 action
<br />of 95%,
<br />Compact in I
<br />to a minimum
<br />relative compaction
<br />of 90%.
<br />carrtllml in 6.. layers -
<br />to a mir4mum
<br />GP
<br />10
<br />relative compoction
<br />...,'..td'
<br />Max
<br />'O� D,+
<br />Of 90000
<br />Max
<br />UNDER PAVEMENT
<br />OUTSIDE SHOUL,I)ER
<br />—AND SHOULDER
<br />1, Relative comooction of materials all be tested by the State of Cofiforni
<br />Dept. of Public Works, Division of High". lost method No. Calif, 216,1978 or 231, 1978
<br />2 All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. No jetting or png shall be pwrinitted within the street Right of Way,
<br />4, When shown by soil composition 'and compoctibility, ninety percent (90%)
<br />gom"cfion may be used, when' 0p;x0ved' by the Director of Public Works,
<br />TY
<br />Ratite -proof, rnochined
<br />rstina surface
<br />*'k � �w FUR NtW 'cl, I Ktt I
<br />UoCk of Walk Curb Line P Meyer to Valve COX Vz
<br />Break -Off Joint
<br />to
<br />lem._.,.6S Lip Detail
<br />_fyp
<br />R 14 Asphalt Concret -Finished Geode
<br />Gutter Line
<br />ELEVATION Concrete Anchor Block-"'
<br />Water Main-, 10 ---
<br />U'
<br />6"0 pipe
<br />9
<br />Flanged by Ring -lite Adaptor
<br />Variable 54 -0" 1 C;nc Thrust Block- (As Required Conec, Thrust lock
<br />6
<br />314 R — ------ Refer to Irnprovement 6" Flanged or Flanged by Refer to im. vement ----
<br />'low
<br />SI!, SECTION A—A Standard No, F-3,
<br />Standard No. F-3 Ring-Jite Gate Valve.
<br />per
<br />=7 . ... .. .......
<br />-Tifco No. 11 Tee or Equal.
<br />J
<br />0
<br />use to be
<br />Concrete 6
<br />0
<br />104 05 ow 14- i Extensions around Valve Box
<br />NOTES,
<br />Concrete Base not
<br />1, Ramps shall be consilrWed with a heavy broorn finish with the slope of the romp_
<br />NOTES; necessary when, Valve
<br />Box is located in back
<br />2. For -nori-storri1ord applications, maintain the following maximum sl s. . . . . ...... 1, Fire Hydrants shall he placed with*42 outlet facing of sidewalk,
<br />QPrTlf"IM A A mmirrillm Aida 1166a 6 t I i M
<br />[a
<br />NOTEt
<br />1. One street sign is required
<br />at each intersection,
<br />2.Dimensions for Nock numbers
<br />ore for locotiori of numbers
<br />only,
<br />,-Edge of Pavement, OR
<br />Bock of Sidewalk, OFA
<br />Back of Curb.
<br />Street Sign
<br />Location
<br />a
<br />
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