|
Backfill with materiols aqua# ice or
<br /> better than the •xistiny pavement
<br /> FOR ADDITIONAL DETAILS SEE SPECIFICATIONS E1, _
<br /> Street R/w in Quality and thickness.
<br /> Ex#sfiig Pvvrttenr
<br /> _ fYist. Grand Comore Future 3
<br /> ureter Baa Meier
<br /> 0 6" __ ...� 6"Min. (Type)
<br /> `\`flarta{wRl , DMee �;' -� Carnpocl in 12 lovers
<br /> �• ` -S to a minimum
<br /> 3'-�}-I ` . --�•' St ��... T — - relative cot+wacf#on _ - o
<br /> I f 1Fen.rfnrl h AaMw Teo 3 on ! I y 1- - -- -- — of s2 'Jf..
<br /> Connection -
<br /> ,�+ >
<br /> 1 — Compact in 12" layers -
<br /> • 4 -�• 34' Robot with > to a minimum -
<br /> Li r Connection relative Compaction O
<br /> VIEW A-A p 4 gas Nobs I I o Adopt 2 hese clew�ps Iz aper! __ O Q - –�
<br /> with 46 N 01 of 90%. '
<br /> - 6"x 6"- W 14 x W 1 4 weided wire fabric bevel with ,:'".' o
<br /> l~ +• r*:: ; , Corpoir *n 21' Win. carve beton. betlorol 0 et a;" lavers
<br /> —� -
<br /> �iwtfihr Step of dutch (if any)
<br /> 12' Minimum 10" 0. D. 10'
<br /> 30 tklloxirntrrrt r 2a' •----i Service _
<br /> I YIEIA► B--B { {' ,. clgrrlp i l-a lotion" relof#ve compaction 11A� Max.
<br /> Expansion joint- A i" Expansion Joint r oorbte st.aol al 90 '
<br /> I b• 3�` IF O. D.+2d !�. Q. D.+ 2O" Max•www• MUM%* 80*0� `� T �- --~ - - UNDER PAVEMENT OUTSIDE SHOULDER
<br /> _ 14
<br /> Worp - I Plostk pipe for 1 1.D. Artie ehaN be t►ltro h#QII rnal•eu#w weight { UHMWI
<br /> Warp Sidewalk 1 Exposaiort Jwd Typed = - -- \ ' , Polyethylene as marwfactured by 'Odscoplpe', 'Orangeburg' or approved equal SHO yt .< :s' .'. .:I.,y. •. .y:i ' � • / 1 -.--• --T1 \ I•' ,.. + • i .. � w11r1 n11nIRMJRI pressure rating of 160 ped. AND +JrrViJLDER
<br /> ':�a:•, /'.■•r:. .:i+' ;•1►;'. 1;it;� I +' — 2. Plastic pipe for 2" 1,0. service sholl be PS 2110 Polybutylene or approved
<br /> Sidewalk �� 1• A =} A i • I with rNnimun
<br /> / 4 � E , aqua pressure rating of 160 psi,
<br /> '. ► , 3. Corporation stop shall have corporation cock "Moods. NATES.
<br /> I l Curb and - =w w } �1 4. Angle stop shod have swivel nut and lock wings. i lasted the State d California,
<br /> Gutter Line _ r I I I ng
<br /> ,► J r' 29w 5 Angle stop shall be veftically plumbed. 1. Relative cotrlpaCtlan d naferroh shrM be test method No. Calif. 2l6, 1976 or 231, 1978
<br /> � Grooved � � � � � n Dept. of public Works, Division of Highway,
<br /> 2 �- Gullet in a hesriwwas a �� I`�] 6. Service soddle shall be regtired for the 2" service top. 2. All existingret stall be neat" cut to line for to Irench excavation.
<br /> Gutter �.- P r>riigl# grnlovea 4 / 7. Mwtler into-fit• connection shall conform to ASTM Designation D 2239. P ie y
<br /> grttatras shkoi>id a �11 j g"0
<br /> awed pordM I to arommi k ,% WATER T E R SERVICE 3 letting a pardirp shall b. permitted withinbili the scree" Right
<br /> �3-d 2'- LA 2'-O 3 d ehrp•a 3-J SECTION A-A
<br /> 4 e; When shown by sal composition otic Carlipon.•fibilily, ninety percent (90%)
<br /> _ --1 i compaction may be used, when apparel by ttie Director d Pt+b$iC Works.
<br /> i • r
<br /> Variable I'-
<br /> NOTES 1 I s*7 type grate may b. TYPICAL TRENCH
<br /> used as alternate. � 3
<br /> PLAN /r • `"°eves approx. O.C• B 2. urate *hail be fastened to tram@ a -DETAIL —
<br /> lb-
<br /> \� R/W with IB•x#• Mat-treated chair►. i
<br /> �� LiG
<br /> or
<br /> PLAN Vitro Bore, From and L id mating surface
<br /> rL Back of Walk-� Curb Line + 3 ott�eg proof, moat+nod
<br /> 10 �} ✓Petr to knp►arewlewf Standmrd No. F-6 8raoil-p1f Joint FOR NEW STREETS g
<br /> N
<br /> Expansion Jflyd Typical le '1 A s"
<br /> Gutter Line b ` +
<br /> ELEVATION I+ avZ`° `f Asphalt Concrate� „ " 7ro -Finished Grade
<br /> 0 Ise Water Moon-, Co4wiste Anchor Block' 10, I -�
<br /> Falco of Cirb 9 iU' 13, I- L71 I 60 pipe �•�'�.� s e '�
<br /> { • .,* ,
<br /> ` Flanged by Ring-Tito Adoplow a _
<br /> Variable 3`- 6' 2'-Q" 1'
<br /> 'R
<br /> CrParwO## Cone Thrust B1odi- (As Required ) Corte Thrust Block
<br /> 3y4 ' Ret•" to lmprowwl•n$ .6* Ftartged or Fiatged by Refer to Improvement _W � �,
<br /> 1 Slop• y4' per t` _ N0 •�'� '�- I 'N Standard No. F-3 �` Ring-Tito We Vafve- 4R . XI,ST. STREETS
<br /> Standard No. F-3.
<br /> 10\
<br /> _ :"�=-�•.���•'*�:'.-+ , • _ i - `" �"""" 1 LTi f co Na. I I Tse or Equal.
<br /> • :_� i? I. 6' Reale for 4�' hm4m and 2%oidmw* ei0ps. 1141 i` avb - � w
<br /> orb fad 4 f tots aloft M Magid 010W wa d" fence or Irwiwlwr ��,� T a 01 L ound concrete V� to
<br /> Ex$ener•ns
<br /> entp� !� M re�u $ a '_• Concrole Bose not
<br /> 2- Cetsh beats• end a1Mr 06811in #tinny Orr ted ft be Weell d willlis *A whimakilaw pelb area. I `` ' • NOTES " nsceesory niton V+olve
<br /> L- ts'[Ifl1 J
<br /> `r i Fire Hydrants shell be placed with 4" outlet focwq at laK%"k. In back
<br /> SECTION- A-A A Ses Sl.r.d a-t,a-!,air a-3 /r1 Cr6.61tM1rr 6 6idr� Butt; @tad Serle sLr.d pin Ne-S ter
<br /> -- • elhw MeelMe. drecty towards $lie ittr•M.
<br /> 2 Fire Hydronts shop be dean and free of concrelt•.
<br /> SECTION B-8 3 Rwtd•nital Fire Hydrad to be "Rid► 9600, Jones Jona
<br /> J� 3765, or apposed equal ( 2- 2� ft i-4" outlefei
<br /> TYPICAL COMMERCIAL DRIVEWAY HANDICAP RAMP _ FRANdL & GRATE - Or a„ 5 ,r a roved q l - Fire 1-4" o
<br /> District-
<br /> ( STANDARD STORM DRAIN INLET ) NOTES:
<br /> FIRE HYDRANT
<br /> I valve boa old Lid sroll be Christy Na G S, Brooks Na I R T or 4-T T, or equal
<br /> 2. An Lids and Grade Rings *hall hors +nochined sealing surfaces.
<br /> s 3. Extensions mall be as moniufactured for the Valve Box su�lled or Pipe of correct
<br /> NOTE: All radii • 3" unless W- Water IiM
<br /> THRUST 810C;K DETAILS 31:e can be used-
<br /> 4 N S - Sanitary Sewer fin. A BOX
<br /> otherwise noted G -- Gas line 2_0 4V Mian, VALVE
<br /> Depressed letter 'w� 'S", or 'G' In Exponeiwt Joint (T ) 4S Berl m
<br /> Curb to identify serrrCs #pKatlerq 8 I yp attend 4' SS- (�) ' • •�/ •-: - 24" 30" DI 36`� �
<br /> 1/4' 0 . J {� . e4_ ._..�-..i.-_.
<br /> Pi
<br /> NOTES: -
<br /> /--
<br /> r
<br /> \ P
<br /> • N
<br /> �'_Q- - - - - � _ -- .• I' Min.—; � �_. _M AlA•4_ goo E -
<br /> / 11 Fronto 8 Grote shall conform - -- -- * •p
<br /> A to Ihnprovetnent standard No: D-6 TYPICAL SECTION THRU -i
<br /> Vertical curb a1 Returns A I I� a a o a a Q I I F.L 2) Ter• feet rtti!niittrttn beton" finished 4►nde -T�"tow - - ' CAST IRON BEND TEE OUTLET DEAD END THRUST BLOCK `; -2• (hp)
<br /> l w w Broom Finish l I Ie neer development- In existing streets, - - - - TYPICAL STREET SIGN
<br /> 10 R - 1 �LetrN Lin. + , /r may be less !han 2' twth the Sartary Sewer T -
<br /> ooprovei of the Engineer maiTHRUST BLOCK DIMENSIONS
<br /> i„i i R ' m •
<br /> TOO"
<br /> 31 24■ Alpe Borrel e1wt1 be etas* !II R.G.P ' FITTINGS A 8 411
<br /> FITTINGS A B'. ' -"T 1T- �� �� or Goss II A.C.P. TYPICAL 'x0 _JOINT a ii w -NOTES
<br /> f .�., . . . • 0 6 LINE end 4 Onsite LINE 10 LINE I. One street sign a required
<br /> SERA GONNE�T ION 22 1/ • I' - 6■ ('-•6r 22 I 3'- 0" 2'- 0" at each Infersaction
<br /> I tB I % 45• 2'- 450 4'-0" 3'- 0' 2 block number: are to be acquired
<br /> �.j 90• F-6- 9 • 5,-644 - front the Sen Joaquin County Daplarl-
<br /> Dowels-05 or 1�"Dia, x 24' spaced 12'o.c. TEE OUTLET - 0 2 -0 TEE OUTLET 4'- 0" 4 -0
<br /> "trent of Plants q and Building Inllpedion.
<br /> greased and wrapped one side DEAD END - -O DEAD END 4-0 4'- 0
<br /> _ _ _ _ _-- _ _ 3, See improvement pima for locallan
<br /> h 5" ~ Frame f3 Grote
<br /> every exponsiort join" ALAN �� � 1 - _ - 8 LINE• � ' I2 LINE. � r w T of . STOP aigrte,rwtwtn required.
<br /> r21/ 2'-O 2 -0' 22 l/ 3 -0 3 -O $
<br /> - - _ 4'5• 3 -O 4'- 4 The th of the street signvaries
<br /> - - 2-6 4s g 4 —Q MAIN
<br /> 10 E due to the length of the street
<br /> h � 1 w • • 1— Y � w
<br /> MONOLITHIC BEVEL TYPE s b" - T7EE OUTLET V-6 3 - TEE OUTLET 0 -s a -0 1 1 nom•
<br /> CURB A GUTTER • • �-Cost Iron Frame otic Gave. DEAD END 3 -6 3 -O DEAD END 5'-6 4 -0
<br /> •> ' �:• . ' • Edge of Pavement,
<br /> • - --- BoFt ♦ Refer to knprovemeal Standard �1
<br /> 7 -O min. .• �.•. P � Bock of Sidewalk
<br /> [ %a. E-4 air Back OI Curb.
<br /> •• 2a' �� L " s NOTES' 1. Au fMust blocks shalt be poured
<br /> • a 3'-O•_ r.l *gains$ undisturbed sail and snail Q
<br /> 4'-O' Minimum (Sidewalk) I2• - 2' -0' Broom Finish 24' 1.0.-- -
<br /> • be Class B Concrete
<br /> atom FW" y 3*r**e Irl. 1 . -At Returns •• v
<br /> 1Ir
<br /> • , # J St t -� !" Level Line !'. lirlaricr a i T~ ��=� 2 Tsrusr block dimensions were
<br /> T I on yy caimiated to allow a Soil a N /
<br /> ' o , �+ Existag Pavemetrl v
<br /> 4 4 '
<br /> o - .� I z-O' per Wars iofoatf 1,000 pounds Q Sign Location
<br /> w - lk
<br /> �'. :.' Latera (IO"11 nun) orb Or Grouts ` I x 6 Bolts J Q
<br /> 6 I2 ---�- �- Sm° -` ,
<br /> flet • • .• • ', ■ + A •r r
<br /> • .r 6 or B LD. pipe +/� • 1 b
<br /> Dawefs- Or Ola- x 24' spaced •.w?,• • •,' . / .a • \ :;.
<br /> rr • s -� // / Trq/
<br /> l2 0. c., greased and wrapped • , � � •
<br /> ane side thro"It every PLAN
<br /> expansion joint k, i • • ;f 6' Paw" -In- • • • 'o •S Robot ee top and.bottom 2" 1D pipe-- � ` STREET SIGN POST
<br /> MONOLITFHC BEVEL TYPE C1a» 'B" concrete �`¢ -� - - - - Plain Cancriele
<br /> ' Blacks (Class
<br /> LOCATION DETALL
<br /> GUTTER BI SIDEWALK SECTION A-A SECTION 8-8 -- 's' concr.N) ,. a--W
<br /> - --
<br /> NO?E3:
<br /> 1. Cctlseruct exp•naion pito® 200',ttsrekOmm aid aI fallrtls,"bowed tight polos,
<br /> bydr=^ and atter fired objects of sidewalk• Batton" Of Treitx#k V;. a1L
<br /> 2- Transverse weakened plane jainle AAs/ it orselrraw Its 12' •laxhsiss . wttirwls. EL LYATION
<br /> TYPICAL LAMPHOLE INSTALLATION PERMANENT IILOW-OFF TYPICALT
<br /> CURB GUTTER SIDEWALK
<br /> INSTALLAT"
<br /> S U B DI V I S I 0 N 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 h
<br /> BEAR CREEK TERRACE SHEET �O OF /2
<br /> l, � '- BAUMBACH & PIAZZA
<br /> s' JOB NO. c
<br /> CIVIL ENOINEERS —• SURVEYORS DETAIL. SHEET UN I T No, 3
<br /> SUBMITTED BY
<br /> FILE
<br /> 323 W. ELM ST, LODI , CALIF. 95240 PH. 209-368-6618 SUBDIVISION IMPROVEMENTS NO.
<br /> R.CE. DATE SAN JOAQU1N COUNTY DIRECTOR OF PUBLIC WORKS
<br /> 0.
<br /> F �V'NrFO ON DIM NC '9i]0i{CLE►QOV1Nr
<br /> i
<br />
|