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5•-6" W/5' Sidewalk 6 i A t _N
<br />4 6I .� FINISHED GRADE I I
<br />- j O -6 W/E0� Sidtwalk 51/� drn x 1•I long course thread Dross hex
<br />7
<br />v 2' 6�l 2� I �_ � "fill ri i Il�lllrllf iiii� If � ullii+ Ill+n+lilt+rl!tirnlr+rll+rii++iir,r I ToDpubreC/aeGk head bolts to be installed when riser
<br />> • t' .r► 9"+. 5 4 . 3 12+ I 4 9"+ 1 Or RP. Oewc Is placed in easement.
<br />E Blue Reflective X' ° .; --I i 5
<br />1O I 4 I/2" Outlet Pavement Markers a • . 10"
<br />FOR VALVE BOX & 3 - ! C1oss�B Concrete Slab
<br />Facing /
<br />E _ - -
<br />E .) q Street Valve Box 6" INSTALLATION SEE -
<br />N STD. PLANS. 6 ------ --- .:'_.
<br />i
<br />i
<br />t (Zfeoncrete
<br />Pad
<br />9j 6" I I ' 10 B _ .'�, TrdCnch f r t ` 1 0
<br />_ 4,� A Bose •r � Water Main � � 8" PVC {C900} 6�--------�-��{�1.-
<br />94 0 �� 7 - 6 rli r +. I/Z x t"Pickhole
<br />Riser �: 6" Hydrant Bur `� b12`+- CONCRETE SLAB Q; fniL,_ -
<br />Y Y 6 D.I.P. ,. 8 B
<br />Spool - .;: � ---- -�'�'` � i �.:�'--Thrust Block VI6�}
<br />• I
<br />Or
<br />POLYWRAP (Typical) I-i•I/4 ---" „
<br />(Noss 2) �::;•:'_•.; ;,w,.�, __.-- `;, Restrained Joint ~ "
<br />Sand r `� ROCKWELL TOUC �'e I, I 1/2
<br />I Bedding AW WA p � �05 r READOUT SYSTEM � Slope Concrete L'r. To Tnl? -� I"�••� -}�I_ - �-
<br />�� Of Cover (E%isemen' Om ' i
<br />6 Valve With Flanged DUCTILE IRON PIPE I I I 2-1/8
<br />Thrust Block Or Connection To Tee
<br />Restrained Joint T
<br />( Note 4) _ _ s-I 9„ Street Grade
<br />NO'rEs [6"" Sand Bedding-r_ i
<br />NOTES: �i c1 c�/�iyirrtv�/5//h`�/// o o f �_ _ _
<br />1. Valves shall be one of the following: E- ZAG
<br />1. Hydrant shall have 1, 4 1/2" pumper outlet and 2, 2 1/2" hose 9"min. ' :+'; r �'1.
<br />'
<br />outlets, Rich "Ranger" Model 960, or approved equal. Hydrants and A. Butterfly valves: 12 and larger rubber seated, tight closing type
<br />all exposed arts shall be stated one coat rimer and two meeting or exceeding A.W.W.A. C504. Valves body shall be cost iron, rr>a-':�.; o� �. :r:::°; $" .',+ : 4% 1' 0*'
<br />p p p p A.S.T.M. A126 Class B with 18-8 type 304 stainless steel body :,; ?:w:wk.; _+' ` •ni'.
<br />finishing coats of Benjamin Moore Safety Yellow or Fuller O'Brien seat.If'Valve vane shall be cast iron A.S.T.M. A 48 Class 40 with rubber seat ~°' I/2
<br />Highway Yellow. secured with an integal 18-8 ■tainleas steel nylon lacked screws. Crushed Rock 6"min. 12" �
<br />2. Riser Spools when used shall be the solid type. Break -off spools Rubber seat shall be a full circle 360' seated not penetrated by the + -- -- -
<br />are not permitted. The bolts attaching hydrant to bury or spool valve shaft. Packing shall be "triple seal" rubber designed for Na. NAME ROCKWELL I CAST IRON FRAME; 8 COVER
<br />shall be of the brake -off type, hex head, heavy American Standard. permanent underground duty. Valve operator shall be of the traveling- I Rockwell Meter 6 90• Elbow \ Tetchert '* 66 87
<br />3. Valve shall be resilient wedge gate valve. Epoxy lined & coated. nut type, sealed, gasketed and lubricated for service. It shall See Concrete Pinkerton A- 211
<br />4. Thrust block shall have a minimum bearing surface of 10 sq. feet, withstand an input torque of 450 ft. lbs. Only valves on approved 2 Ad Coupling 7 90• Elbow I Sinh Detail \
<br />Phoenix P - 7 0 0 2
<br />S. Concrete pad shall be 4'•-6"x5'. Slope shall be 1/4" in 1' to curb. materials list shall be used. 3 Adapter a Bypass Pipe Brass -Copper c
<br />Concrete shall be Class "B" 2500 psi; 4" maximum slump; 3/4" " 4 Gate valve 9 Bypass Gate Valve t' 2
<br />B. Gate Valves: 10 and smaller as shown on list of approved materials. Compacted Pipe Bedding �, -1
<br />maximum aggregate with 1/2 lb. lampblack per yard. Pad shall be 5 Reducing Tee 10 Spool N
<br />finished to the specifications of the sidewalk. 2. operating nuts shall be raised to within 4' of finished street grade with 1TI
<br />6. Hydra -Static testing required for runs in excess of one pipe required extensions being provided by valve manufactured. NOTES I DIMENSIONS 2" 3+' 4" 6" Cr
<br />length.
<br />7. Hydrants shall be located at P/L extension, at end of curb return, 3. Polywzap all pipes and valves. I. Project Engineer to determine meter I A• over All Length 63 73 86
<br />3 ft. from driveways, and near street lights, " " " type - Compound, Turbine or Positive B. Width Pipe � To Bypass f9 21 26
<br />or as shown on plans approved by the City APPROVED BY a. valves shall be tested by manufacturer as followst 6 - 12 175 psi 14 displacement . C. Pipe To Maximun Height
<br />and larger - 150 psi. In addition, hydrostatic tests against fully closed ght I6 17 21 r
<br />Engineer. valve vanes shall be done as follows: 6" - 12" 350 psi, and larger 300 Main Line Width
<br />psi. I t�Y
<br />2. All Turbine Meter shall have a
<br />FIRECHIEF strainer immedeately upstream with Weight
<br />` DATE: _(/5-J6A �i 5. Valve Box: Brooks 3-RT or Christy G5 with G5C lid. appropriate size box. Bypass Size 2" 3" 3" 4" 1 1 Sanitary Sewer Pipe
<br />CITY OF TRACY 4 CITY OF TRACY CITY OF TRACY y+ CITY OF TRACY
<br />REV E D Y?� /_ PLANDARD 401 �w,� R VEEW D L�/J /r_ _ p(.ANSTANDARL 402 `r `'
<br />t/ -1 R VIE E STANDARD tituit zil BY �� _ �i�� STANDARD AN 202
<br />• C 7Y "NGINEEft E �.s< 6 n I No. t..f t 1 lsitVCE 1�� 6 O 1 No. n*-,o
<br />`iG�� PLAN 40fi s°' ''a5`��%"�."w`7
<br />*,Oir
<br />CITY EN 'INFER IstC ; 2 6 0I No. LI'1'yGIIVEEK226OINo.d IRes No:87-364 DATE: Dec.22,1987 d Res No:87•-364 DATE:Dec.22,1987 WATER VALVERea No:87--364 DATE: Dec.22,1987 " Rev: Rev: FIRE HYDRANT =Rev: Rev: INSTALLATION v- Rev: 3 , 4 & fi Rw-N�: 8�- 364DATE :De�.22,19e7 FLUSHING
<br />Rev: Rev: Rev: Rev: I R` WATER METER •'.�,....� I Rev. INLET
<br />� {� - i I Rev: Rev: Rev: I Rev: �
<br />NOTES: Adjust To Grade After Paving.
<br />1. The future. extension stub shall be. tested and chlorinated with the Initial Cut
<br />rest of the main and blown off through the galvanized iron pipe. Asphalt Concrete/Concrete �'"� Cast Iran Ring And Cover
<br />3" Min, 15�� Max Reinforced
<br />I Final Saw Cut (Typ.) Existing Thickness Of + �v. +;,;., ,
<br />2. Blow off shall be 2"galvanized iron pipe (6" a 8" main) or 4" `Pavement (Typ.) Concrete Grade Ring, r, «.. 2' Min. Con c.Pout
<br />galvanized -ran pipe oo" a 12" main). �,�\\\\\\\\�\\ / ' :• I
<br />r,
<br />Precast Reinforced Concrete T• .,, ° t Concrete Collar
<br />Manhole Cone Conforming
<br />r a ��
<br />3. Traffic boxes shall be Christy G5 or approved equal. „� To Pipe Section Specification .• .,.
<br />9 -:i 24 -
<br />Blow Off Station IY3 x Exist A.C.- Min• . - "
<br />Min. Aggregate Base 95 °/. y'r' E::. a
<br />I■ 0 a ling a Plug Relative Compaction Or Use
<br />�J a ro io One (1) Sack Slurry Mix
<br />FACE OF CURB j 4
<br />s to VxNx8" _ Class B" Concrete 0.1 I .: •••
<br />►'' `i;.:�:.: S. _s� i^: ' I to Aggregate Base 90% j
<br />_r..F','. ►..- =� ,'e:. •'.* .ir` �:�; '� ti• Relative Compaction Of Use Y i
<br />" Golv. Iron a +
<br />MJ Plug Topped 2"or4 ipe � -One Sack Slurry Mix (One
<br />■ Sack Of Cement To One
<br />A �-r
<br />r
<br />Ductile Iran Pipe r Undistrubed 1 • Cubic Yard Of Sand) !� Monhole Pope Section
<br />Earthy .+r _ 4B _ !•�; Conforming To A S TM
<br />FACE OF CURB FACE OF CURB Pot wra MJ ,>: ' ; '" r •
<br />C 478 - Latest Revision
<br />Polywrap 1 :r� .., Bedding„ B,�- 12.Mirt.... { �.* Slope 8"Per Fool. '_r
<br />l ! With 4 Min. Wall
<br />W W -Pipe Bedding Zoneio
<br />6 �'. Match Crowns 6"
<br />� .,., ra'.�+w•�+.. ,�, � {,yp,�,y,yr,:v,• (' •�i- ,�r``'L,�'• � I: ''..•i- ••�.'.'. •',.• � O� RelativeCompaction� 3' ►.
<br />I °.Y ;, r :T.: r'"s qM••�.•::;:: i � n to� .r,,.� :( � � � j '• Grout
<br />►=''� r: ft Thrust Bedding A
<br />•,';'1"' ;. " Black �,� rj /� Poured Concrete Base
<br />.t 6' Min. -I I'Min.wl (6if Min.) ;t, 'O. •••'0.6��;�'i;.;•4r��'•�+�' ,1 •• .1 \ "
<br />i
<br />Joint 8 Adaptors As Required Dimension E Min. Width - �.':
<br />6" Trench 6" DIMENSION "W" I `'
<br />I}
<br />Min. { Limits I Min. i -
<br />W 5" For IS" Diameter Or Less �PR/ME GOAT SH.4GL BE REQUIRED .4BOYc I I 5i0��
<br />W = 10" For 21" To 36" Diameter AGGREGATE BASE OR SLURRY M/X FOR NOTES:
<br />t Minimum Dimensions For Thrust Blacks W � 12" For 39 " Diameter Or Larger ASPHALT CONCRETE °' 1. All joints shall be sealed Ram-nek or Kent -Seal 12.
<br />i
<br />NOTE m i A �' '� 3"R A Z. Backfill around MH shall have 95z compaction.
<br />FIRE HYDRANT ■ BLUE REFLECTIVE MARKER Pipe size A B C D E i ♦ _
<br />AT MID BLACK (HAWKINS V16C-D5 OR _
<br />'� ■ �u�` 6" I' -0" I`-0" 6" 2'-0" z'-0" �-- --� TYPE I � - 3. Concrete shall be: five sack Class "8" 2500 PSI
<br />6 " J 2'-0" r•
<br />an I'-4' l'-2" 8" 2'-0" - at 2a days; 4" max. slump; 314' max. aggregate.
<br />Gyp) to' I'-9" I'-6' low
<br />3'-o" 3.-0" a STREETS TRENCH BACKFILL AND 12' 'A�
<br />•f•• ri. No joints in the pipe will be permitted within the
<br />3'-0" 3'-0" RESURFACING DETAIL `''� manhole'
<br />SECTION A- A I t 1
<br />5. Pipes shall have at least one joint within 3 feet
<br />j from manhole.
<br />CITY OF TRACY _ CITY OF TRACY ` CITY OF TRACY
<br />r M ,REVIEW D STANDARD / REVI WI:, - STANDARD �WD
<br />CITY OF TRACY
<br />R V D / STANDARD
<br />PLAN 407 �,.•,,,� A PLAN 409 � R STANDARD
<br />501 �" PLAN 301
<br />s CITY EN(,
<br />NE LE 6 O 1 No. 7� CE .
<br /># Rea No: 87- 3 6 4 DATE Dec. 22, 1987 - 'Y � V � 'R RE••� L G b U I No.. , *`'' ti 5HEET 1 OF 4 's NE R n t No.
<br />a BLUE REFLECTIVE s; Res No: 87-364 DATE: Dec. 22, 1987 BLOW OFF FOR _ H '�Un1 N
<br />1 Res No: 89 - 295 DATE: July 18, 1989 TRENCHING & 1 Res No:87- 364 DATE.: Dec.22, 1987
<br />' Raw. Rev: Rey: Rev: FUTURE EXTENSION : ' MANHOLE
<br />• '' Rev: Rev: i MARKER PLACEMENT :. ,, �, f Rev: Rev: z•�,�.+ Rev: Rev
<br />Rey: Rev: WITH VALVE X. � Rev: Rev: RESURFACING f Rev: Rev:
<br />4
<br />NOT1=5:
<br />1. Concre+e shall be Class 15 2500p6i rmirrir""M a� 29 day..
<br />2 Thrus+ blocks shall be placed against urtdis+robed 5011
<br />3. Mini MurM bearing areas are shown in +he above +able-
<br />4 Thrus# blocks will be wedge-shaped and shall naf overlap hell on
<br />IJ I
<br />-1'J
<br />or in+erfere wi+h hobs on flanges.
<br />A
<br />B" 125
<br />PEAP ENL75
<br />TEES
<br />N
<br />TH9U5T
<br />5LOCK AREA
<br />FiEQUIIiED
<br />M
<br />Allowable sot I
<br />bearinq value - 2500 round-s
<br />rzcr
<br />square faa+.'
<br />CITY OF TRACY
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<br />�
<br />STANDARD 423
<br />REVIEW D PLAN
<br />22 ka" bend 1'
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<br />A
<br />1'
<br />6C
<br />3'
<br />2'
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<br />8
<br />3'
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<br />3'
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<br />_ sf
<br />C T E GINEER IBC 601 ' No.
<br />7
<br />Res No: $7 - 3 6 4 DAT E: ec 22,19 8
<br />�• � ° bend 1'
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<br />[ = L" 3' 2' t'O"
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<br />3'
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<br />Rev Rev: THRUST BLOCK
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<br />2
<br />5'
<br />4
<br />2
<br />7'
<br />4'
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<br />Rev: Rev.l•
<br />Dead end 1'
<br />2=6"
<br />2'
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<br />2'
<br />4'
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<br />2'
<br />5'
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<br />2'
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<br />SHEET NO
<br />6
<br />OF 39 SHEETS
<br />JOB NO.
<br />951064
<br />
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