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(Bockfill "dh mai"Is equal to or
<br /> FO R ADDITIONAL DETA I LS SEE SPECIFICATIONS �� inqthan end existing poExist nt
<br /> atreef R/w in quality and Thickness.
<br /> E.isl. lirarnd cow #� Existing Pavement
<br /> =Wo
<br /> Itettarw N Ditch a..0 6" - 6"Min. (Type)
<br /> IIf ohyl •r c•::-� ;nCompact in 12' layers -7—
<br /> tmwnselan Rap 7Yarna `` -r'� St p.�. — -to a minirmwm
<br /> _ — relative compaction
<br /> • C Mn _ M"-__� of 92 % b _- - -- 2
<br /> —_— —_— _ - - -- o
<br /> depAso
<br /> 1• 2r 5' 4' -• IS Compaq in 12 layers
<br /> 0
<br /> VIEW A-A with 45• 4 Sw Note Ml Connection =r' ■ 34" Reber with ?
<br /> 6"x 6"- W 1 4 1 W 1 4 welded wire fabric �Ie12' - -__ O relative minimum
<br /> p beflier
<br /> vel 111!1 , : •w+> /LleOov 2 hese c o pa l
<br /> ~chalsoper �:'+" `•� ' Carporatien 24' Yin. Caw bete,e balreiw cl / of 90X. Cr
<br /> 12' Minimum ��-- 22-- St" d ditch (.f any) �� _ L c4mpae••1 n 6" layers
<br /> 30 Matimum ?O'
<br /> Expansan Joint A �E:pansron Joint I T k B @ Ser r'Ce r to a mirimwn »
<br /> Ie � Ciarrw (1, a larger la" 0 0. 10 rMotive compaction 10 0 D. IO
<br /> 1 I I 3• 3 121.1•r 2' Doubts Strop 1 0. D * 20" Max. of 90%. p. D.r 20" Mases
<br /> I 1■
<br /> r Ow r—_--"__— --- --_-- NOTES
<br /> i 5, Expoosfa JaW Typical 4 - _ __ • • I Plastic pipe for 1' 1.D. service shall be vitro high moi.cu+ar weight ( UHMW I UNDER PAVEMENT OUTSIDE SHOULDER
<br /> Wore - I Warp Sidewalk
<br /> I Polyethylene as manufocYu►ed ami AND SIiOUL ER
<br /> Ylll :: .:,k. . - '.' I `----- -__� ,- scopipe", "Orangeburg a approved equal Ill
<br /> • i j..1-%:, 1 ! . •. • with minimum pressure rata of 160
<br /> \ :��,•. �' '- 2. Plost�C pipe for 2" I,D. service "i I
<br /> Sldewaik 1 / ::a,::L', ►:� �.r il. J ^0De
<br /> \ •��• A A � ► ' � be PS 2110 Polybufytene or approved
<br /> Curb and 4 _ HHH 1 �� { equal with minimum pressure rating of 160 psi.
<br /> 1 I \ =+s r' • 3. Corporation stop shah have car
<br /> Gutter Line - \ SIINCs DETAIL w ..m, i NOTES
<br /> poration cod! threads.
<br /> � I f 1 4. Angie stop Iiia{t have swivel nut and lack wings.
<br /> Grooved in a herr I n r 2e • - 5 Angle Stop I Relative compaction of materials snail be tested by the State of California,
<br /> 2 Gutter e_ `�- Gutter --2- �\ t r+vessos •-+.. ` I I a 1 I / g op shote las Vertically regLd embed. pt, 1plwoy0 test method No. Calif. 216, 1979 or 23. 1978
<br /> i JI U W of Public Warks, Division d N
<br /> DIMMrm1 relllt grooves appreet. �' 6. Service toddle shall be r rad far 1M 2" service tap 2 All *misting pavement stall las heathy cut to iinr prior Ip tre►hCt► excavation
<br /> R i aC• ; grwhise ovum to , � 7. Mueller Inato-lite connection shah conform to ASTM Designation D 2239
<br /> 3'-d 2'-
<br /> A 2'-° 3'-d ai pwam to ora.ah.erk , ,�. SECTION A-A WATER SERVICE 3 *NO telling or ponding shall be permitted within the streel Right d Way.
<br /> \ , \ , 4 When shown soil tion and C y, y percent (90%)
<br /> by composition omnpoCtibilit Hiner
<br /> PLAN \
<br /> \ . NOTES L irvhnQ type Variable 1 compaction mor be used, when approved by the Director d Public Works.
<br /> Asa. # Grooms approx. VOiC. B used as alternate. be
<br /> 2. Grate shall las fastened to frame � �
<br /> R/W with IB s# heal-treated chain Cr TYPICAL TRENCH
<br /> �)
<br /> DEIAIL
<br /> +
<br /> \ err -
<br /> 12' � �----f �-�1�-_ PLAN
<br /> Valve Gori, From and Lid value-proof mochrned
<br /> Sack Walk -Curb Line IO } ,`Rehr to lmWove~1 Slandsrd No. F-6 I FOR NEW STREETS . seatung sur-lac•
<br /> Break Of Jane -
<br /> Gutter Line Expansion Joint Tygcai 4-
<br /> 4b
<br /> 't
<br /> ELEVATION " K •''- 'Y` iA Asphalt Concrete-,, ~ zo
<br /> 9 L• - Water Main ` Concrete Anchor Block 4 ++ Finished Goode
<br /> t0 �-
<br /> Foca of Ctrb +• �� � - -
<br /> Variable 3'- 6" 2 -0" '.• / Flanged by Ring-Tito Adoptor
<br /> f t _
<br /> • . /
<br /> R Crossrtelk _ Cane Thrust Block- I As Roomed ) Cone Thrust Block r
<br /> { N :Mr �. Refer to hnprovernst" 6" Flanged or Flanged by Refer to Improvement 1
<br /> slope �� per I' I
<br /> NOTES'
<br /> Tito Gain Volvo ~
<br /> � - r -- -N .+ a � - I •n _• '� Standard Hla F 3 \ pL�_ Standard No. F-3.
<br /> T 4�
<br /> b �Tifop Na II Tee or Equal
<br /> _ti
<br /> 1. 6' flow for 41 hood OW 2%udem" e�/s. rw i' o+wb
<br /> hsioW eapMsles� trlat t� ttsiaM s1f11er loo f rolttP err 1+enlulir•
<br /> ovb to 4 frac bMM rte, Moi Concrete Bose to be
<br /> • � E,ctenshans around Valve Bon
<br /> Concrete Bost not
<br /> _. Coen bei•lelo Mt/ stiltsr atwnesttsels alto ohms! IIs� Mrsltiad riMlin Ma tlMalslMsr VIII asw. >!4'LI>,l ;
<br /> L
<br /> • �$ + necessary wfMn V�alre
<br /> Floe Hydrants shat! be phots with 4' oultet focrng Bou is located ,n back
<br /> SECTION ,A-A 3- se. se..dwd a-1,s-t.er s-6 fsr c:M,alealr t tlldsnMk DetlsiY; r llrfr stelrlr�d tMlall f�-6 ter of 601901101411k,
<br /> stbr da�sik directly lowmds tete stress.
<br /> 2. Firs Hydranls snail the chop and free d corecrele.
<br /> SECTION B-8 3 Res+d«dioi fire Hydroa to be "Ridt 960", James Jones
<br /> INITYPICAL COMMERCIAL DRIVEWAY HANDICAP RAMP F A J- 3765. or approved equai ( 2- 2f s 1-4" outlaw
<br /> �•° •°'•�""" 4 0+ other hie as required by the ilocai Fire District.( STANDARD STORM DRAIN INLET ) FIRE HYDRANT "°TES:
<br /> I VON* boa and Lid snoli be Christy Na G 5, Brooks Na I R T or 4-TT. or equal .
<br /> 2 AM Lids and Grade Rings shall hors machined seating surfaces.
<br /> ■ 3. Extensions shoe be as mtarwfactursd to 1!110 Vake Box supplied or Pipe of correct
<br /> W-- water ling THRUST BLOCK DETAIL
<br /> NOTE All rads " 4 unless � sits can be used.
<br /> N S - Sextifory Sewer ling
<br /> otherwise noted G -- Gas ling
<br /> -
<br /> 2,-0*
<br /> Depressed tailor 'W . "S", or 'G" in
<br /> 48• Moa. VALVE Box
<br /> curb to identify ser vrCe iocatharts � Expa+sion Dant (T y p.) �
<br /> Extend_4' S.S. to It 4S Band o ■
<br /> 8 Of 1/4 Per foot. • • • •• s +� • 24 3O" Of 36'
<br /> • \
<br /> • i Plpa 3 r • , ► r ' �•+ �- nip
<br /> • - I
<br /> 3'-O" NOTES:
<br /> I'-0" 2'_O■ / ll Freese 8 Grate shall conform '* •*� .•� I' Min. ip ST `�+ t_
<br /> �* MAIN 100 E �-�-
<br /> ■ A i 1f �� � �� I A to kmi*rarsowent Standard No. D-b "" ` -' ' _- l"Vertical Curb of Returns � 1 FL TYPICAL SECTION THRU
<br /> I I 2) Two fool mnrwnun below finished grade --� CAST IRON BEND TEE OUTLET DEAD END THRUST BLACK _ i R(tyv)
<br /> 1•� � IO�■R Broom Finish i iw her dtval - '- _
<br /> �i-tvtl Line n�Un
<br /> a 0 i opRNnf. in existing streets,
<br /> • - � _ fLil. �D _
<br /> may � +Res �h°n 2` w+th Int TYPICAL-_ STREET SkGN
<br /> » R ': : ♦ ++► e _ approval of the Engineer y Serer THRUST BLACK DIMIENSIONS
<br /> •, Main
<br /> a • �} l 3) 24 NM barrel sial be close III R C.P FITTINGS A 8 FITTINGS A 8 niOT£S
<br /> •. TYPICAL _"Y" JOINT
<br /> o , : : —T- o T- 'I I o► Che ser A.C.P.
<br /> • - p• to '` 6 LINE end 4"OnSite LINE *0 LINE
<br /> SERYM• I B I I T I 22 1/ • lo •' 6' - r 221/1- 3'-O" 2'- d I One street sign 1s required
<br /> M - _y� 4S• _ 4 . 4._ r at each intersection.
<br /> _ O 3 - 0 2 block ntrnDars ore to be acquired
<br /> Doweis- 5 or -Dior ■ 24 spaced 12 a c. 90• -6 9 S'-6 3 - 0
<br /> Brewed and wrapped one era *Waugh
<br /> TEE OUTLET - 0 2 - o TEE OUTLET I( - 0" 4 -O" from the San Joaquin County Depnrt-
<br /> erery expansion joint 6" `L From A Grote _-- - DEAD Eta -0 DEAD END 4' - Ment of Pio UN and Buiidmg inspe im,
<br /> P..LAN i� - _ - _ _ _ __ _ _ _ 8 LINE I2 LINE 0 4 - 0 3 See irWovernent plans for local"
<br /> Z2 1/ 2'-0' 2'-O' 22 1/ a 3'-O" of STOP When required,
<br /> _ _ 3 -o ST ' a
<br /> - - 4's• 3'-0 2 -s 90 4 -6 4'- 0 MAIN 4 The berth of the stmet sign trains
<br /> MONOLITHIC BEVEL TYPE AW AV 9 " _ " 100E de. to Itte isnglh of the sttsH
<br /> CURB 9 GUTTER - • TEE OUTLET 3 -6 3 - TEE OUTLET 5 -6 4 --O
<br /> I 1 ItarTne
<br /> y , . a
<br /> DEAD END b -0 DEAD EIIW 5 -6 4
<br /> • t y ` �-Cast Iran Frome and Cover
<br /> Refer b longrovement Standard ST:
<br /> F
<br /> Edge of Pavement,
<br /> 7�-O' Min. f Bolt s 4''0" Minimum (Sidewalk) 12" _ ' _ " • 24" l„� , ' ` a No. E-4 Back of Sidewalk
<br /> 2 0 Broom Finish 24" LD _ N " " 1 1 0
<br /> 9roah Finish •
<br /> 3 _O '� • NOTES I Ali thrust blacks shall be poured I , or back Of Curb.
<br /> s■�•■�s�w I ■ - r —At Returns •' a , •
<br /> Sl e . 1 M . � p� �� / � •� ogoinsl undisturbed Bali and shall Q
<br /> 'It -J ♦ ' + ' . o ■ Level Line Mortar N Z `r L Thruel be Class °$" Canoe+e
<br /> 10#R 1 M •t 2 T+Irusf block dimensions were m $
<br /> • e + t e ' Esist Porewwd _ colctrioted to allow o sail A
<br /> Ing Z Z' 00 bearing mire of I,OUO pounds a e0 •' /
<br /> Latera lKril mall Or Ground i••A x 6. 9dts t- .Street /
<br /> f3 12 I �,potb r per square toot @ Sign Location
<br /> 0S o.I Q ,pacedb NNW
<br /> I12' a. c greased and 4 wrapped ..,,r - �• • .: 6 Or e L D. Pi i// • . . • ! -r p
<br /> ons side through every •• � i • • : i � i
<br /> expansion joint �" ( 6' _ PLAN
<br /> MONOLITHIC BEVEL TYPE Pafnd -M-
<br /> Ploce Concrete •5 Rebor p top and bottom . io
<br /> Close "8" Concrete '� ,. 2 iD pips ' STREET SIGN POST
<br /> CURB GUTTER 8 SIDEWALK ' '- Blocks (Go.. � D+t' +
<br /> tlOTE3. SECTION A-A SECTION 8-19 - '- - _ "$' Concrete I '
<br /> I
<br /> JP ! �; LOCATION D[TAIL
<br /> 1. 'Construct expatnsion led►h +� 2Op' eRarlitreeee oro/ M rstfwtos,arggd IigM oolee, � Bottom Of Trench a p
<br /> hydrants avid o*w tined o►Ieots of isidrlwlls
<br /> 2- Trons"Wee weakstted
<br /> tMaRe jaktts sbad w eatwtrnefsd 4 12' alaaintlrn . wlerwls. A ori-•a
<br /> TYPIfiI&L LAMPHOLE INSTALLATION
<br /> CURB GUTTER EA SIDEWALK P MA TYPI T kGN
<br /> I_N;S TALLATION
<br /> SUBDIVISION STREETS STANDARD STORM DRAIN INLET TYPICAL SANITARY SEWER DETAILS THRUST BLOCK DETAILS STANDARD STREET SIGN DETAILS
<br /> NO. DATE REVISIONS BY DESIGN DRAWN BY APPROVED
<br /> I ;;D BAUM BAC H & PIAZZA BEAR CREEK T R R SHEET O OF
<br /> E ACE
<br /> I
<br /> O CIVIL EN©INEERS -- SURVEYORS UNIT
<br /> � � NO•OE TA ! L SHEET JOB NO. 9.,f 75
<br /> SUBMITTED BY �
<br /> 323 W. ELM ST. LODI , CALIF. 95240 PH. 209-368-6616 i• n FILE
<br /> R.C.E. DATE SAN JOAQ Y DIRECTOR OF PUBLIC WORKS SUBDIVISION IMPROVEMENTS 40.
<br /> 991WED ON DIM NO 1000"CLEnR0091Nf
<br /> G - T80
<br />
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