|
- 6"x 6"- W 14 x W 1 4 welded wee fabric
<br />12' Minimum
<br />---- - - - 30 Maximum
<br />Expansion Joint ` 1r- A
<br />i4
<br />warp
<br />Sidewalk =
<br />Gutter 4
<br />I 3'- 0"
<br />Joint
<br />I
<br />1 Wlarp �. Sidewalk
<br />ICurb and
<br />Gutter Line -
<br />--?- Gutter
<br />a
<br />FOR ADDITIONAL DETAILS SEE SPECIFICATIONS
<br />r�1f WlNllpl Fang TrwarA Nxi i 1
<br />A 4 See NoN •I
<br />VIEW A - with 45" .ear�w .•. .r �.."iirw;.
<br />bevel with •'- •. :-a•:
<br />4" Chomfer
<br />VIEW B -B
<br />I
<br />1 I Apok 4"
<br />pror
<br />I It�" OG
<br />1 Expansion Joint Typical r 4
<br />\ 4
<br />\ \ \ 0 GROOVING DETAIL , w
<br />\ Grooved in a herringbone �'--
<br />\ C with h 1" grooves opptas
<br />I i. . c
<br />O.C. ; v see should be
<br />2--0 3 -IT i3 aligned parallel to crosswalk
<br />yA
<br />I-- I \ stripes. ►
<br />I" �1 \
<br />PLAN :"Grooves approx.
<br />\ R
<br />♦ ° /W \\
<br />or
<br />12' ♦ \ _ _ _ j Property Ln� _
<br />rt Back of Walk - - Curb Line � J;
<br />� --car---- �
<br />/ Expansion Joint Typical
<br />`Gutter Line
<br />ELEVATION / �y
<br />0_ /
<br />v �I Face of Cvb
<br />3
<br />/'4Variable _ �'-�" 2'-0" Crosswalk
<br />„ R
<br />NOTES:
<br />10
<br />I. 6' Ramp for 4" rtWb height and 2% sidewalk Nope. Far 6" curb height either use 8' ramp or transition
<br />- curb height to 41" from expansion putt to beginning of ramp.
<br />2. Catch basins and other obstructions are not N be located within the whooldtor path area.
<br />SECTION A -A 3, See Standard B -4,B -5,a B-6 for Cirb,r3etler a Sha alk Details; aid State Standard Plan N8-0 fur
<br />dhw details.
<br />TYPICAL COMMERCIAL DRIVEWAY HANDICAP RAMP
<br />l
<br />" W - Water line
<br />NOTE All rode = 4 unless :F S-
<br />.SCW#Gf
<br />otherwise noted a y Seale► line
<br />G- Gas lino
<br />Depressed letter "W". "S'; in
<br />curb to identify service localians --
<br />- Verhcol Curb as Returns ;
<br />I" Broom Finish 1
<br />10#"R I"�l.evel Line
<br />tins • • .
<br />Sew tiwi
<br />-� - tiw
<br />Dowels *5 or Dio. it 24" spaced 12.0. c.
<br />greased and wrapped one aide through
<br />every expansion joint 8"
<br />MONOLITHIC BEVEL TYPE
<br />CURB 8 GUTTER
<br />7'-0' Min.
<br />Minimum ( Sidewalk) 12" 2' -0' - Broom Finish
<br />Broom FIIMeh s...e Lw r At Resurns
<br />SlowI1" Level Line
<br />f * 10}R l i n -� T
<br />-tet 7i
<br />c 6' 12'1tins
<br />♦. _- t i.
<br />Dowels -'50, fills a 24' spaced
<br />12 " a c , grossed and wrapped
<br />one side through every
<br />expansion joint MONOLITHIC BEVEL TYPE
<br />CURB, GUTTER B SIDEMMLK SECTION A -A SECTION B- B
<br />NOTES:
<br />I. Cashed expansion join'$ 0 200' mtsxetrm este at nttbns, around hilim poise, ( • ( '
<br />hydnrse ale alhW fixed objects sit sidewalk. 7 i 1
<br />2. Tremeearee vieaiened plus Owe slot be aemeheeled „ t �c r.'i�" It9 1 X,
<br />A 12' a.xrwsw ewar.w � �'� ` �' r
<br />CURB GUTTER Ee SIDEWALK
<br />SUBDIVISION STREETS STANDARD STORM DRAIN INLET
<br />NO DATE REVISIONS BY APPROVED
<br />_ DESIGN DRAWN BY
<br />s 19
<br />iiSU ITTED -
<br />RCE DATE Z7- % SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />- Expansion Joint ( Tip. )
<br />NOTES:
<br />I) Frome B Grote shall conform
<br />A to Improvement Standard No. C -6
<br />J 2) Two feet rm rAvwm below finished grade
<br />IN near development. In existing streets,
<br />may be less than a with the
<br />aaproval of the Engineer
<br />l N 24" pope barrel shol be Close M RC.P
<br />/
<br />or Class X A.C.P
<br />�_ From B Grate
<br />.. .. -. loco •',f aGVGrp
<br />20" —
<br />te e
<br />[I � /-(2).1 x s"
<br />!� Meahine m
<br />i
<br />191901
<br />91M IN
<br />1 111111111 Ei
<br />9.0 -
<br />PLAN
<br />I
<br />/ SECTION A -A
<br /># NOTES 1 I"'type grate may be
<br />used as amemete.
<br />2. dote shell ?e fastened to frame
<br />with 18 ■} beat -treated them
<br />I 24 -Ila]
<br />SECTION B -B
<br />FRAME a GRATE
<br />(STANDARD STORM DRAIN INLET)
<br />4S (0on
<br />PiDo
<br />r- —
<br />i0m.
<br />Iran Frame and Cover
<br />to Improvement Slandard
<br />D-4
<br />Existing Fatalism2 2'-0
<br />R-{
<br />Or Ground i • x d" Belts
<br />6" or 8" 1. D Pipe ✓S , • .. b
<br />- •-fir-0" ,' i' �
<br />.. . f 6" Pas - In - • • • la
<br />—
<br />• • eleeks (Clot '
<br />c«sreee)
<br />' • • T-• •..r is
<br />T Bottom Of Tromeb
<br />TYPICAL�AMHOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVE"I'M
<br />323 W. ELM ST, LODI, CALIF. 95240 PH. 209-368-6618
<br />EP
<br />Min, Cover Waw bottom
<br />stop at
<br />Street A/W
<br />Service
<br />Clomp (I" or larger
<br />at each intersection.
<br />Double Strap)
<br />/
<br />�
<br />�—i er�isiwe� ia�ar ,��
<br />est
<br />high molecular weight ( UHMW )
<br />Ground
<br />Future
<br />3
<br />2" above graved line
<br />I
<br />Mehr Boa
<br />MMw
<br />`
<br />ac
<br />- Expansion Joint ( Tip. )
<br />NOTES:
<br />I) Frome B Grote shall conform
<br />A to Improvement Standard No. C -6
<br />J 2) Two feet rm rAvwm below finished grade
<br />IN near development. In existing streets,
<br />may be less than a with the
<br />aaproval of the Engineer
<br />l N 24" pope barrel shol be Close M RC.P
<br />/
<br />or Class X A.C.P
<br />�_ From B Grate
<br />.. .. -. loco •',f aGVGrp
<br />20" —
<br />te e
<br />[I � /-(2).1 x s"
<br />!� Meahine m
<br />i
<br />191901
<br />91M IN
<br />1 111111111 Ei
<br />9.0 -
<br />PLAN
<br />I
<br />/ SECTION A -A
<br /># NOTES 1 I"'type grate may be
<br />used as amemete.
<br />2. dote shell ?e fastened to frame
<br />with 18 ■} beat -treated them
<br />I 24 -Ila]
<br />SECTION B -B
<br />FRAME a GRATE
<br />(STANDARD STORM DRAIN INLET)
<br />4S (0on
<br />PiDo
<br />r- —
<br />i0m.
<br />Iran Frame and Cover
<br />to Improvement Slandard
<br />D-4
<br />Existing Fatalism2 2'-0
<br />R-{
<br />Or Ground i • x d" Belts
<br />6" or 8" 1. D Pipe ✓S , • .. b
<br />- •-fir-0" ,' i' �
<br />.. . f 6" Pas - In - • • • la
<br />—
<br />• • eleeks (Clot '
<br />c«sreee)
<br />' • • T-• •..r is
<br />T Bottom Of Tromeb
<br />TYPICAL�AMHOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS — SURVE"I'M
<br />323 W. ELM ST, LODI, CALIF. 95240 PH. 209-368-6618
<br />EP
<br />Min, Cover Waw bottom
<br />stop at
<br />Street A/W
<br />Service
<br />Clomp (I" or larger
<br />at each intersection.
<br />Double Strap)
<br />/
<br />NOTES:
<br />I
<br />Volvo Box, Frame and Lid
<br />I. Plastic pipe up to IV 1. D. service shall be ultra
<br />high molecular weight ( UHMW )
<br />Ground
<br />Future
<br />3
<br />2" above graved line
<br />2. Plastic pipe for 2" I.D. service shall be PB
<br />Mehr Boa
<br />MMw
<br />`
<br />ac
<br />a Corporation stop Ywll have corpmettlon cock threads.
<br />4. Angle stop sholl haw swivel out and lush WkW-
<br />Water Main Concrete Anchor Block
<br />S. Angle stop shall be vertically plumbed.
<br />6"I Pipe
<br />Q Sue of service line shall be as required by the
<br />\ (ll any)i
<br />J �.
<br />WATER
<br />SERVICE
<br />;
<br />..
<br />51-6114-0
<br />to Improvementged or Flanged by
<br />Sto
<br />'-0
<br />No. E-3 re Gate Volvo.Standard
<br />No. E-3.
<br />1-� Cannacttea
<br />No. 11 Tee or Equal.
<br />DEAD END
<br />-
<br />NOT
<br />DEAD END
<br />4' - 0
<br />r
<br />yyAdaptAla36• Reba with
<br />f"
<br />Connection 2 law clomps 12" sport
<br />or
<br />', ' LCorperoilea 24"
<br />Min, Cover Waw bottom
<br />stop at
<br />ditch (if any)
<br />Service
<br />Clomp (I" or larger
<br />at each intersection.
<br />Double Strap)
<br />A
<br />NOTES:
<br />I
<br />Volvo Box, Frame and Lid
<br />I. Plastic pipe up to IV 1. D. service shall be ultra
<br />high molecular weight ( UHMW )
<br />Polyethylene as manufactured by "Oriscopipe",
<br />"Orangeburg" or approved equal
<br />with minimum pressure rating of 160 psi.
<br />2" above graved line
<br />2. Plastic pipe for 2" I.D. service shall be PB
<br />2110 Polybutylene or approved
<br />equal with minimum pressure rating of 160
<br />psi.
<br />a Corporation stop Ywll have corpmettlon cock threads.
<br />4. Angle stop sholl haw swivel out and lush WkW-
<br />Water Main Concrete Anchor Block
<br />S. Angle stop shall be vertically plumbed.
<br />6"I Pipe
<br />Q Sue of service line shall be as required by the
<br />County .
<br />7. Mueller Into -tile connection da11 caMpm to ASTM Designation 0 2239.
<br />WATER
<br />SERVICE
<br />Variable
<br />THRUST
<br />1'
<br />DIMENSIONS
<br />at each intersection.
<br />FITTINGS
<br />A
<br />a
<br />I
<br />Volvo Box, Frame and Lid
<br />IA
<br />B
<br />Refer to Improvement Standard No. E-2
<br />100 LINE
<br />2" above graved line
<br />22 1/2'
<br />11-6
<br />- r
<br />221/10
<br />3'- Cr
<br />2'- 0"
<br />Water Main Concrete Anchor Block
<br />lOvl-
<br />6"I Pipe
<br />450
<br />•' •
<br />by Ring -Tits Adaptor
<br />900
<br />y - Or
<br />7FIanged
<br />Conic. Thrust Block- quired)
<br />Cone. Thrust Block -Refer
<br />51-6114-0
<br />to Improvementged or Flanged by
<br />Refer to ImprovemenStandard
<br />'-0
<br />No. E-3 re Gate Volvo.Standard
<br />No. E-3.
<br />- 0'
<br />No. 11 Tee or Equal.
<br />DEAD END
<br />-
<br />NOT
<br />DEAD END
<br />4' - 0
<br />1. Fire Hydrants stall be placed with *4" outlet facing
<br />8 LINE
<br />directly towards the sheet.
<br />l2w LINE
<br />2 Fire Hydrants shall be clean and free of concrete.
<br />221/'
<br />r-0'
<br />3 Fre Hydrants to be American Darling Model B-629, Dresser M B H Style 929
<br />221 '
<br />"Reliant", Mueller "Centurion" or "Modern Centurion", or
<br />approved equal (2-2Y2'r
<br />45•
<br />d 1-4" outlets)
<br />-
<br />46•
<br /># Or other, sue as required by the local Fire District.
<br />4- 0
<br />29-0
<br />4 All Hydrants Yate be pointed OSHA safety yellow or
<br />as
<br />.
<br />required by 1o°°I
<br />4i _
<br />TEE OUTLET
<br />FIRE HYDRANT
<br />3-
<br />TEE OUTLET
<br />THRUST BLOCK
<br />n
<br />DETAILS
<br />DENO
<br />DEAD-
<br />CAST IRON BEND
<br />MIC6"Min
<br />(Typ.)
<br />t
<br />Bockfill with materia'$ equal to of
<br />bolter than the existing pavement —
<br />in quality and thickness.
<br />Existing Povement------�
<br />m
<br />s-
<br />Compost M 12" max. lovers -
<br />to a min. relative compaction
<br />at 95%sunder pavement and
<br />— — shoulders, and 90%
<br />—_— —_— outside shoulders.
<br />-Compost in 24"rnax.loyers ry
<br />— to a minimum
<br />O — relative compaction
<br />Of 85 %.
<br />Compact in 6" layers
<br />to a minimum
<br />10" 0. D. 10" relative compaction
<br />Mn. IMin of 90 %.
<br />0. 0. t 20" Min. _
<br />FLEXIBLE CONDUIT
<br />0 D.t 20 Mut
<br />RIGID CONDUIT
<br />NOTES:
<br />I. Relative compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Manual, test method No California 216 or 231.
<br />2. All existing pavement shall be nearly cul to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with 3 year bond.
<br />4.4 When shown by soil composition and compactibility, ninety percent (90%)
<br />compaction may be used,when approved by the Director of Public Works.
<br />TYPICAL TRENCH DETAIL
<br />-Cast Iron Lid
<br />-----Rollie - proo�, machined
<br />FOR ALL STREET sooting sur lace
<br />&sok-Off Jolt LOCATIONS-
<br />+' 144 6'
<br />e Asphalt Concrete, . its
<br />--Finished Grade
<br />45• Mos.
<br />r '
<br />TYPICAL SECTION THRU
<br />TEE OUTLET DEAD EN THRUST BLACK
<br />RUL- 1 All thrust blacks shall be poured
<br />against undisturbed sod and shall
<br />be Class "B" Concrete
<br />2 Tmrust block dimensions were
<br />calculated to allow a soli
<br />bearing value of 1.000 pounds
<br />par square foot
<br />• 5 Rebar a top and bottom
<br />Del' 'x -
<br />ELEVATION ELEVATION
<br />PERMANTLO�OFFF
<br />THRUST BLOCK DETAILS
<br />DETAIL SHEET
<br />LOCATIONS
<br />Concrete Bose to be
<br />Extensions around Valve Box.
<br />Concrete Bass not
<br />necessary when Volvo
<br />Box is located in back
<br />M Im of sidewalk.
<br />NOTES:
<br />I. Valve box and Lid shall be Christy Na G S, Brooks No I R T or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shall have machined seating surfaces.
<br />3. Extensions shall be as manufactured far the Volvo Box supplied or Pipe of correct
<br />size can be used.
<br />VALVE BOX
<br />ST
<br />�iMAIN 100E N=
<br />2"R (typ! +Mm
<br />TYPICAL STREET SIGN
<br />THRUST
<br />OWL=K
<br />DIMENSIONS
<br />at each intersection.
<br />FITTINGS
<br />A
<br />"Ir I
<br />FITTINGS
<br />IA
<br />B
<br />6a LINE end 4"On-site LINE
<br />100 LINE
<br />22 1/2'
<br />11-6
<br />- r
<br />221/10
<br />3'- Cr
<br />2'- 0"
<br />45•
<br />-
<br />-
<br />450
<br />4'- Cr
<br />3'- 0"
<br />900
<br />y - Or
<br />7-4
<br />91
<br />51-6114-0
<br />TEE OIJ
<br />'-0
<br />2-0
<br />TEE OUTLET
<br />- 0'
<br />4 -0
<br />DEAD END
<br />-
<br />-
<br />DEAD END
<br />4' - 0
<br />1' - 0
<br />8 LINE
<br />l2w LINE
<br />O
<br />221/'
<br />r-0'
<br />2'-O'
<br />221 '
<br />3'-0'
<br />1 3'-0"
<br />45•
<br />3- 0
<br />-
<br />46•
<br />4'- 6
<br />4- 0
<br />29-0
<br />_ .
<br />_
<br />.
<br />/
<br />4i _
<br />TEE OUTLET
<br />Y-8
<br />3-
<br />TEE OUTLET
<br />5 -6
<br />4 -0
<br />DENO
<br />DEAD-
<br />3 -8
<br />3- 0
<br />DEAD END
<br />5- 6
<br />4- 0
<br />RUL- 1 All thrust blacks shall be poured
<br />against undisturbed sod and shall
<br />be Class "B" Concrete
<br />2 Tmrust block dimensions were
<br />calculated to allow a soli
<br />bearing value of 1.000 pounds
<br />par square foot
<br />• 5 Rebar a top and bottom
<br />Del' 'x -
<br />ELEVATION ELEVATION
<br />PERMANTLO�OFFF
<br />THRUST BLOCK DETAILS
<br />DETAIL SHEET
<br />LOCATIONS
<br />Concrete Bose to be
<br />Extensions around Valve Box.
<br />Concrete Bass not
<br />necessary when Volvo
<br />Box is located in back
<br />M Im of sidewalk.
<br />NOTES:
<br />I. Valve box and Lid shall be Christy Na G S, Brooks No I R T or 4 -TT, or equal.
<br />2. All Lids and Grade Rings shall have machined seating surfaces.
<br />3. Extensions shall be as manufactured far the Volvo Box supplied or Pipe of correct
<br />size can be used.
<br />VALVE BOX
<br />ST
<br />�iMAIN 100E N=
<br />2"R (typ! +Mm
<br />TYPICAL STREET SIGN
<br />NOTES.
<br />I. One street sign is required
<br />at each intersection.
<br />2 Block nirnben are to be acquired
<br />from the Stn Joaquin Canty Deport -
<br />mea of Planning and Building Inspection.
<br />3. See improvement plana for location
<br />ST
<br />of STOP signs, viten required.
<br />MAIN
<br />4 The length of the street sign varies
<br />,oD E
<br />due to the Won of the street
<br />name.
<br />Edge of Pavement,
<br />Bock of Sidewalk
<br />°
<br />i
<br />or Bock of Curb
<br />O
<br />o
<br />in
<br />/
<br />i
<br />�r
<br />Street
<br />Sign Location
<br />1
<br />2" to pipe—
<br />-i
<br />a STREET SIGN POST
<br />LOCATION DETAIL
<br />UI� 6
<br />TYPICAL STREETTYPICA�s��EETSIGN
<br />INSTALLATION
<br />STANDARD
<br />STREET SIGN DETAILS
<br />BENSON
<br />PLACE
<br />SHEET® OF
<br />JOB N0. 9667
<br />FILE
<br />SUBDIVISION
<br />IMPROVEMENTS
<br />W.
<br />r-�) 1L
<br />
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