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Backfill with materials equal to or y;
<br />better than the existing pavement
<br />in quality and thickness. -
<br />FO R ADDITIONAL DETAILS SEE SPECIFICATIONS EP r- Street s/W Existing Pavement
<br />Exist, Ground fm,ve!e Future
<br />Mete 8oe Coeur o " 6'1 Compact in 12" max. layers t _ _ of
<br />to -6 Min.to a min.
<br />Bettowi of Ditch ; (Typ.) $ of 95%*undlerlpavemeent nand
<br />.}. — \ (if my) "` -� — — — shoulders, and 90% — — —
<br />1��3 a�p—'� —a w l' { c _; ' St �d i w outside shoulders.
<br />3 —
<br />M ��;;1on o Compact in 24"max. layers
<br />— to a minimum a
<br />7
<br />6 4
<br />1 '� � .� � � • 36• ReDof water - O' — relative yB Compaction
<br />ll of 85 %.
<br />VIEW A -A rdhl45� 4 See Note lel Conn tion or 2 now clomps l2' opert d O CI
<br />i- - 6"x 6"- W 1 4 x W 1 4 welded wire fabric - ��� Compact In 6" layers
<br />O
<br />Cerporatlm 24' Yin. Cover below bottom „ to a minimum
<br />22 /
<br />Srop of Mtge (if prey) 10 O.D. 10 relative compaction 10 0. D. 10"
<br />4�- 12' Minimum i re 90 N.. Min.
<br />T-- -- Min. Min
<br />30 Mmlrhm I^ -2o" I Service Min.
<br />I VIEW B -B i � 0. 0.+20' in.
<br />Expansion Joint A iExpansion Joint I 1s i; Clamp (I" a lager 0. D.+2D" MIO.
<br />� Doubts Strap)
<br />3• �yi 1• (21- • z"
<br />o -r T lu.hmo eat. 1 '
<br />• �4
<br />NOTES RIGID CONDUIT FLEXIBLE CONDUIT
<br />11 �_ - 5' 1 Ex rw-_-_-_-_- --- ---------------- -1 per _
<br />I I 1 I 1." I. Plastic i for I" I. D. envier yell b• ultra high molecular weight (UHMW )
<br />Warp l ,Warp Sidewalk Expansion Joint Typical 4 _-- \ A -
<br />I,- ---- ---� \ ," polyethylene as manufactured by •Orlseoplpe 'Ororpetarg" or approved equal
<br />MIN. S. °.:..!'. _�:::. ... p j �. 7_ "�- / i `. . with minimum ng pe
<br />�': + ►,.:�:!.r..'.: pressure roti of 160 i.
<br />- Sidewalk /' \ \ I• A : 1 I 2. Plastic pipe fa 2' I.D. service shall be PB 2110 PolybutyleM or approved
<br />_ A2" NOTES:
<br />\ ♦ ) �- 3 Cegquual with minimum pressure rating of 160 psi.
<br />/ / I Curb and Q r D corporation cock tfreods. I. Relative compaction of materials shall be tested by the State of California,
<br />! I \ S�84S)YING DETAIL LJ v Corporation stop shall have cur p
<br />. % \ Gutter Line -, 0 - «,• I n n n r I —r3 4. Angle stop shall have swivel nut and lock wings. Dept. of Transportation Testing Manual, test method No California 216 or 231.
<br />Grooved in a hemi •_,« I I I I I I I I 1 r 29' 5 Angle stop shall be vertically plumbed. 2. All existing y prior to trench excavation.
<br />2 Gutter `�- Gutter -L oyes a 'JI L L q pavement shall be neat) cut to line
<br />pattern enM #• grooves eggnog ^_ u d 6. Service saddle shall be required for the 2" service tap 3. Jetting or ponding will be permitted within the street Right of Way with 3 year bond.
<br />I I M I}"aC.; grooves should be--+,�•- - . / 7. Mueller Insta-lite corriectim shall conform to ASTM Designation D 2239 4. When shown by soil composition and compactibility, ninety percent (90%)
<br />1 3'-0" i2'-Oi A 2'-0 3'-0" r" aligned parallel to erwawdt / SECTION A -A D may be used when approved tttt----- ON 2'_ —, --� stripe. J , , WATER SERVICE r by the Director of Public Works.
<br />E compaction m
<br />r-- Variable
<br />PLAN
<br />NOTES: 1 Irving type grate may be
<br />4• Grooves approx. 4 . 0.0. B used as alternate, 3
<br />2. Grate shot( be fastened to frame I TYPICAL TRENCH DETAIL
<br />It, R/W with 18f heat-treated chain.
<br />est von LIC
<br />12' `---�P-r°p�l-"�- PLAN
<br />rL Beek of Wolk-� �CurO Llne 0 Vat" Box, Frame and Lid O of lie - proof, machined
<br />watmg sur tote
<br />%Refer to Inpowment Standard No. F-6 FOR NEW STREETS
<br />NS�\ � ,- Break -Off Joint
<br />' N
<br />Gutter Line Expmuon Joint Typical 1e f )
<br />ELEVATION �� 14 ;' D H
<br />/ ,. Asphalt Concretes °r_i_-� _
<br />Typ
<br />Water Main-.,\ Conaete Anchor Block= ' IO„� T-FmisMd Grade
<br />Feu of Cub . i'
<br />w �.
<br />-y 4
<br />6"0 Pipe .e • • '•
<br />. ` e
<br />% Eloped by Rinq-Tine Adaptor I Variable 5'- 6' 2�- 0” Conc Thrust Block- (As Regdred ) Cone. Thrust Block
<br />�4" R, l Crosswalk
<br />•y, Refer to lim1 Brent 6' Refer to mprwement
<br />slope,4• per I' NOTES: �.1 " « Flanged o. Fiyrped by i (FOR EXIST. STREETS
<br />_ _ _N o; L N� :• Standard No. F-3 \ Ftinq-T,te Gate Valve. Standard No. F-3.
<br />iD
<br />_T--'• •may.- I a -�Tifw No. it Tae or Equal.
<br />I. 8' Ramp to 41• • heglsl end 23L sidewo(k dope. For So curb height either use B' ramp or trarwtios - '. f�-• •-., - w o. .'- - Concrete Base to be
<br />C" too to 4 (rote expoudoe pert to Mpnriiy sip
<br />of ra.
<br />Extensions around Valve Box
<br />fI agu Concrete Base not
<br />2- Catch basins and dbsr cb@WWtiM ON red 18 60 tesased wdkie the wheelchaw path area. L zi uo.) �• NOTES- ' necessary whom
<br />a Volvo
<br />ocx
<br />'1 I. Fre Hydrants Snail be placed with +4" outlet forinq Box is
<br />SECTION A -A 3of .
<br />�Stkrm`d 8-1,8-2,or8-3 far Cwb,QWW • Sidewak Docile; and State Selidw Plat N8_9 far sidewalk
<br />dracty towards to sired.
<br />2. Fire Hydrants shall be Clem and free of concrete.
<br />TYPICAL COMMERCIAL DRIVEWAY; HANDICAP RAMP FRAME
<br />AMCTION a -e 3 ResJ-37 5, Fre proved to be ^Rich 960•, James Jones
<br />R Fvl E a GRATE J- 3765, or approved equal (2- 2f 8 I-4" outlets)
<br /># Or pier size m repaired by 1M local Fla District.
<br />(STANDARD STORM DRAIN INLET) FIRE HYDRANT NOTES:
<br />1 Valve Dos and Lid shall be Christy No G 5, Brooks No I R T or 4- TT, or equal
<br />1 2. All Lids and Grade Rings shall have machined seating surfaces.
<br />NOTE All rade 3' unless T-- W- Water line 3. Extensions snail be as manutaclured for the Valve Box supplied or Pipe of correct
<br />4 S -Sanitar Sewer line
<br />THRUST BLOCK DETAILS size can be used.
<br />otherwise noted a 1'
<br />G - Goa line _VALVE BOX
<br />Degassed IUter 'W" 'g' or 'G' in
<br />curb to identify "Expansion Joint (Typ.) I.:
<br />4 My service 5 ax.bcotaMExtend 4 S.S. leo it_45'(-Bed �, .m 4 cc "m o
<br />B� at 1/4" per foot. - ..:• r ,.. ✓I -. ,-. I
<br />24" 30" or 36"
<br />Pipe �-
<br />Vertical Curb of Returns
<br />I # I 10,�'R Brown Finish
<br />. - i"� �Laret Line
<br />3iLow
<br />NOTES:
<br />THRUST
<br />BLOCK
<br />/
<br />. • r
<br />FITTINGS
<br />�s��.
<br />, .
<br />ee��essss.e,w amsaaaa�a��
<br />..
<br />A
<br />B
<br />• .
<br />4"Onsite LINE
<br />, -----MAIN
<br />ST
<br />AN
<br />I 111 Tom 1
<br />1' - 6"
<br />1 11-64
<br />22 I/ •
<br />•�
<br />NOTES:
<br />THRUST
<br />BLOCK
<br />/
<br />. • r
<br />FITTINGS
<br />•
<br />, .
<br />8
<br />..
<br />A
<br />B
<br />• .
<br />4"Onsite LINE
<br />, -----MAIN
<br />ST
<br />AN
<br />22 1/2'
<br />1' - 6"
<br />1 11-64
<br />22 I/ •
<br />•�
<br />21-0.
<br />450
<br />2' -ON
<br />1 2-
<br />45•
<br />4'-0"
<br />3'-0"
<br />900
<br />S-0-
<br />2'-6-
<br />90•
<br />__S'-6
<br />4- 0
<br />TEE OUTLET I T- ON
<br />2'- 00
<br />TEE OUTLET
<br />1) Frame B Grate shall conform
<br />A Improvement
<br />--
<br />\
<br />-I
<br />1 S- Do I
<br />I jA
<br />r
<br />.*�
<br />I(/
<br />II/,P�
<br />i -I' Min. -•1
<br />1-
<br />_ 100 E.
<br />��
<br />—�-
<br />to Standard No. 0-6
<br />a
<br />Z21/"
<br />2-0' 1
<br />2'-0'
<br />f
<br />TYPICAL SECTION THRU
<br />1.R(ryp)
<br />` 2) Two feet minimum below finished grade
<br />—Plow
<br />_
<br />CAST IRON BEND
<br />TEE OUTLET
<br />DEAD END
<br />THRUST BLOCK
<br />- 2 into,
<br />J n new development. In existing streets,
<br />_
<br />B'-
<br />4'_0•
<br />TEE OUTLET 3'- 64
<br />3- cr
<br />TEE OUTLET
<br />5 -6
<br />may be less !han 7 with the
<br />DEAD END
<br />3 -6..-0.
<br />F
<br />DEAD END
<br />TYPICAL STREET SIGN
<br />approval of the Engineer
<br />Sanitary Sewer
<br />Sign Location
<br />CO/ OS 5fJ0/V7%
<br />� i
<br />V 3) 240 pipe barrel shag be Class � RC.P
<br />Main
<br />i"
<br />eYe
<br />NOTES
<br />a Class ]Q A.C.P.
<br />TYPICAL JOINT
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />�
<br />I one street sign is requiredor
<br />u
<br />p � 1
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN
<br />DETAILS
<br />Dowels 05 or }*Dia. x 24" spaced 12" o. c.
<br />greased and wrapped one cede through
<br />every expansion joint. 6" i
<br />Frame B Grate
<br />\
<br />PLAN �
<br />MONOLITHIC BEVEL TYPE T6
<br />CURB 8 GUTTER ��_
<br />7'-0' Min. '-- -
<br />•_ 24• pipe,c
<br />4'-0" Minimum (3iidetrolk) 12•-.}�
<br />2' 0" Broom Finish 24' I.D
<br />Brown Finish wares liver l I
<br />I -�I — At Returns
<br />SioDe • '�"
<br />per I' I" � v = ,•
<br />1" �Levoi Line Mortal •r
<br />T }
<br />i � � � � IO;R I len 7 °
<br />o
<br />ev
<br />6• 12" _-,�_ latera (l0"d min)
<br />Smapth
<br />poster ,
<br />Dowall- Sor"die. x 24' spaced I '
<br />.r,.
<br />12" o c, Greased and wrapped � � •
<br />one side through every ••
<br />expanum joint �
<br />MONOLITHIC BEVEL TYPE Class 'e" Conceal
<br />CURB, GUTTER 8 SIDEWALK
<br />NOTES: SECTION A -A SECTION BINS
<br />I. Construct expansion pints 9 D 200' mmimwfe W 01 Insane, around light page,
<br />hydrant* W other fixed 06190M et sidwall
<br />2. Tronsireree weekened Wena pints shag lie Densnwocd (4 12' etesimum . wtervab.
<br />fitly ,4egistrofio� expires
<br />CURB GUTTER & SIDEWALK 93og9
<br />SUBDIVISION STREETS STANDARD STORM DRAIN INLET
<br />NO, DATE REVISIONS BY DESIGN DRAWN BY APPROVED
<br />19
<br />S MITTED Y
<br />R.C.E. yG38 DATE �� 3- a6 SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />• N'k0 ON Def IT M' \Xw ILf.a III IN
<br />C- Cost Iron Frame and Cover
<br />.A A s Refer to Improvement Standard
<br />° • J No. E-4
<br />3'-0"-•l
<br />PLAN
<br />Existing Pavement 22 z_0•,j
<br />Or Ground i•X a 6" Balis
<br />6" a 8" I. D. Pipe ;/:' o • \ . • ►� D g�
<br />c
<br />' ' T 6" - - Poured . go
<br />Ptoce Concrete
<br />'- • '_ _ Btod s I Clore
<br />e Clow r B' Concrete ) •r
<br />I Bottom Of Trench i
<br />TYPICAL LAMPHOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />New
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVEYORS
<br />221 W. OAK ST., LODI, CALIF. 95240 PH. 209-368.8098
<br />IOTES, I. Ali thrust blocks stall be poured
<br />against undisturbed soil and snail
<br />be Class "8" Concrete
<br />2 Thrust block dimensions were
<br />Calculated to allow a soil
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />• 5 Rebar ee top and bottom el�
<br />D+2' +
<br />ar 1114
<br />T
<br />0
<br />ELEYATION
<br />PERMANENT BLOW -OFF
<br />THRUST BLOCK DETAILS
<br />DETAIL SHEET Nex
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />from the San Joaquin County Depar
<br />FITTINGS
<br />A
<br />8
<br />FITTINGS
<br />A
<br />B
<br />6" LINE and
<br />4"Onsite LINE
<br />10" LINE
<br />22 1/2'
<br />1' - 6"
<br />1 11-64
<br />22 I/ •
<br />3 -Do
<br />21-0.
<br />450
<br />2' -ON
<br />1 2-
<br />45•
<br />4'-0"
<br />3'-0"
<br />900
<br />S-0-
<br />2'-6-
<br />90•
<br />__S'-6
<br />4- 0
<br />TEE OUTLET I T- ON
<br />2'- 00
<br />TEE OUTLET
<br />V - 0"
<br />4' - 0"
<br />DEAD END
<br />1 S- Do I
<br />Z - ON
<br />DEAD END
<br />4 - 0"
<br />4''- 0
<br />Be LINE
<br />12 LINE
<br />a
<br />Z21/"
<br />2-0' 1
<br />2'-0'
<br />221/'
<br />3'-O•
<br />3'-0"
<br />450
<br />3-0
<br />2-6
<br />45•
<br />4'-6
<br />4-0"
<br />900
<br />4'-
<br />-
<br />B'-
<br />4'_0•
<br />TEE OUTLET 3'- 64
<br />3- cr
<br />TEE OUTLET
<br />5 -6
<br />4'-O
<br />DEAD END
<br />3 -6..-0.
<br />F
<br />DEAD END
<br />5- 6
<br />4- 6
<br />IOTES, I. Ali thrust blocks stall be poured
<br />against undisturbed soil and snail
<br />be Class "8" Concrete
<br />2 Thrust block dimensions were
<br />Calculated to allow a soil
<br />bearing value of 1,000 pounds
<br />per square foot.
<br />• 5 Rebar ee top and bottom el�
<br />D+2' +
<br />ar 1114
<br />T
<br />0
<br />ELEYATION
<br />PERMANENT BLOW -OFF
<br />THRUST BLOCK DETAILS
<br />DETAIL SHEET Nex
<br />of each intersection.
<br />2 Block numbers are to be acquired
<br />from the San Joaquin County Depar
<br />rent of Pkxsrng and Building Inspea
<br />3. See improvement plans for location
<br />ST
<br />M A I N
<br />of STOP signs, wien required.
<br />4 Theo
<br />loo E
<br />of thestreetsign cies
<br />e , )y" M
<br />name.
<br />Edge of Pavement,
<br />Bock of Sidewalk
<br />a
<br />or Back of Curb
<br />O
<br />N
<br />,r
<br />F
<br />Street
<br />Sign Location
<br />CO/ OS 5fJ0/V7%
<br />� i
<br />2 ID pipe N
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />�
<br />u
<br />p � 1
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN
<br />DETAILS
<br />COUNTRY VIEW SUBDIVISION
<br />SHEETOOF
<br />UNIT NO. 4
<br />SOB NO. a3o5-4
<br />SUBDIVISION IMPROVEMENTS
<br />FILE
<br />/%
<br />NO. '15/o
<br />
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