|
Expansion Joint
<br />1
<br />GutterZ
<br />2'-
<br />5/4 "
<br />6"■ 6" W 1 4 x W 1 4 welded wire fabric
<br />i
<br />f
<br />12* Minimum
<br />3O Maximum
<br />A Ecpons,pn Jant
<br />0
<br />Warp �Sldo■ash Z
<br />1 Curb and
<br />1
<br />'F \ Gutter Line
<br />�-
<br />Gullet -z,
<br />E A
<br />AN
<br />FL Of Wolk
<br />ELEVATION
<br />Variable
<br />Slope % par I'_
<br />FOR ADDITIONAL
<br />f
<br />ETAI LS t SEE SPECI FI CATI ONS
<br />a6IIer JWW ow
<br />7
<br />'
<br />6' ---• f •-- ---•�
<br />VIEW A -A �• Lip • see NON •f I
<br />wNh 45•
<br />bore) whine -,.,r -.�- .•"•.. •i:W
<br />;" t9lrefr
<br />VIEW 8-8
<br />1
<br />I
<br />Appeal. � r
<br />1 �• � :-T
<br />1 1•
<br />Expekew Jaw Typical 4
<br />S'
<br />MIN. • • ►.. • •_,.
<br />\ * MMM, DETAIL
<br />\\
<br />Grooved
<br />loin Uerrergboee
<br />: J
<br />\ • Ionia eprea
<br />Is, room shwA be
<br />abroad parcel N waeeavh
<br />\ areae.
<br />J 'r Gnaws owes }roc -
<br />` Rorer
<br />12'
<br />Lins
<br />a'
<br />� w
<br />/ Espaeelen (seed To"
<br />Line
<br />Crwsnlb
<br />NOTES: I I
<br />N
<br />b
<br />6' Rapp b 41• r-1
<br />•1 beyM asd 2% mdwelb oleos. For
<br />6• vela Iryke a1Mr we 6' reap er kom#Wn
<br />—T °ore Iwdrl l0 4E °"Pe awed« rad to lopims 6 of reap'
<br />2. CIO boafr ar tear abomtlaes we ter ft to wee" tamil the tekaalekee poll am.
<br />/ SECTION A -A 'a' SSod B-4, B-5. w B-6 for Cook w(bloat anar A &*moo Dooms; am so" rd Nes NB -B for
<br />TYPICAL COMMERCIAL DRIVEWAY HANDICAP RAMP
<br />NOTE All rade �" unless l W- Water line
<br />4 IF
<br />otherwise waled S - Sanitary Sewer line
<br />Depressed iwtw "W", •5,in
<br />curb to Identify service loccittons --�-�.
<br />I 0• 3'-0. 2'-0"
<br />Vertical Curb n Returns
<br />#•' r10}•R Bloom Finish _
<br />Orel Line
<br />f
<br />O' - , • . • . • n -crit
<br />t
<br />/ + y
<br />��
<br />Street ern
<br />DIMENSIONS
<br />Soretery Sewer
<br />S4�■
<br />wale
<br />�
<br />ta��. e.ews_x■ Illrxexexrw tst•ssesea�
<br />low
<br />st
<br />New�
<br />aler e
<br />atr.r
<br />to
<br />r
<br />Isln/
<br />�• bettefe N back
<br />-
<br />tllllllii I�1)
<br />• • s
<br />Reter to
<br />Its tnrl
<br />•
<br />-a
<br />•-��
<br />3.-0.
<br />EAsione ort ,wren f Typ 1
<br />NOTES
<br />1) Froom B Grote short conform
<br />A to bepreveek"I Standard No. C -6
<br />2) Two feet wasionwen below finished grade
<br />in new devNgaoal In existing stres
<br />may be lose Man 7 with the
<br />' aaprovelf of Me Engtrow
<br />I/ 3) 24" Ma barrel sho be Class M R C
<br />or Class BACP
<br />OwNe-"S or j"pia ■ 24" spaced 12'o c - -
<br />greased Oita wrapped one twos through •
<br />every expon54M joint 6• From* a Graft
<br />PLAN
<br />r -o t r-I�r
<br />MONOLITHIC BEVEL MONOLITHIC BEVEL TYPE — ---- _ T
<br />CURB 8 GUTTER -1
<br />T'-0" Min. .•
<br />• •• 24' pia •• c .•
<br />4'-0" Minimum ( Sidewalk) 12r��At
<br />2' -0• Broom Finite 24' 10—
<br />Broom
<br />0 Broom Finish sir t•Rolurns.Slaps ar I' 7 1• Mor ser N r
<br />Level Line
<br />o f +. -" •.
<br />-1
<br />Lot
<br />6" 12" _-�- txa 11011 mot) 6"
<br />so-jgW •
<br />rM
<br />Dowero �5 or dia x 24' spaced 0
<br />..
<br />12 o c . greased and wrapped �� • • • .
<br />one Side through every .
<br />expansion )aint �
<br />MONOLITHIC BEVEL TYPE Class "e" Concrete
<br />CURB, GUTTER 6 SIDEWALK SECTION A -A SECTION 8-B
<br />NOTES
<br />I. Construct expansion pini to 2W exinkinue ee/ at Nfw". arawed bgld polae, _-
<br />hydrants and offer fixed ab)ecfe at rNwalilL
<br />2. Transverse weakened pl o s I&*$ asses be sa oysx kke A 12' Maiettwe Ielwlrole. _
<br />CURB GUTTER & SIDEWALK
<br />SUBDIVISION STREETS STANDARD STORM DRAIN INLET
<br />NO DATE REVISIONS BY DESIGN DRAWN BY APPROVED
<br />1984
<br />' SUBMITTED
<br />RCE �Ci��i� 047E I-Z-� HENRY M. HIRATA RCE 21258
<br />SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />-- 22•
<br />B+
<br />PLAN
<br />EP
<br />/ + y
<br />��
<br />Street ern
<br />DIMENSIONS
<br />Soretery Sewer
<br />E••t WO �
<br />wale
<br />ivMe
<br />) .
<br />r�'•���,�'
<br />st
<br />New�
<br />aler e
<br />atr.r
<br />to
<br />r
<br />Isln/
<br />�• bettefe N back
<br />-
<br />Cost Iron Frome and Cover
<br />• • s
<br />Reter to
<br />Its tnrl
<br />•
<br />-a
<br />'^
<br />3.-0.
<br />iy
<br />st
<br />• pp�i
<br />Li0i1
<br />< - 0"
<br />e
<br />relative corpoction
<br />- ---""
<br />- DO
<br />6 or 6' I.D. Pips
<br />4' - 0
<br />4'- 0
<br />.j 0h0v/dO19. / 90%,
<br />Connection
<br />2'-0'
<br />aural/e yhou/dem'
<br />Meter
<br />3'-0"
<br />•��-
<br />_
<br />>
<br />i a • 36' Prober wdh
<br />S-cran
<br />Adopter
<br />--
<br />j
<br />6•
<br />Z 1qN Cb111pa 12. OOPI
<br />1/
<br />`CerMetNn
<br />2e Yu
<br />Cover Www bollm
<br />Stec
<br />of ditch
<br />(d sey)
<br />121- F ■ 2' ,}
<br />m«min• eat. Service
<br />L - - ---- Double Street
<br />.. - . I • : •`j NOTES
<br />I ryl
<br />_._-. • 1 plasticpope up to 1P41. D service sloe be ware high molecular weight UHMW )
<br />A-- fL .. Pal eM Mite oo fact d •Owl bu
<br />i y y "sorer use W seoplpo , Orange re or approved equal
<br />�; •� with minimum prweure rating of 160 psi.
<br />L 2'.3.— ____1'! L_ 2 Plastic pipe for 2' 1. D. service shWt be P6 2110 Polybutylene or approved
<br />r�— h equal with minimum pressure rot" of 160 psi
<br />3 Corporation *top sitem have corporation cock tMeods
<br />4. Angle stop Mill have swivel nut and lock rings
<br />SECTION A -A S Angle stop &hall be vertically pumbd.
<br />6 Size of service line shall be as required by the County
<br />7 Mueller Inslo-tits connection l' conform to ASTM Designation D 2239
<br />use? NOTES: I Irving typo. at a?s+nate. rate may b. Mol
<br />WATER SERVICE
<br />2. Grote shall bs fastened to frame
<br />with IB"I f Seat-trsated chain. Variable I'
<br />• 1 3
<br />rc
<br />SECTION B -B
<br />FRAME & GRATE
<br />(STANDARD STORM DRAIN INLET)
<br />Extend 4' S S to It .- 4S i{Ionia
<br />at 1/4- at, toot
<br />Plpo
<br />_ fIw
<br />/ + y
<br />��
<br />BLOCK
<br />DIMENSIONS
<br />Soretery Sewer
<br />Mane
<br />FITTINGS
<br />TYPICAL "Y" JOINT
<br />SERVICE CONNECTION
<br />I W-80FITTINGS
<br />Q bi
<br />In quality .and thickness
<br />8
<br />6" LINE tend 4"On site LINE
<br />22 I/ • I - 6" r- 6"
<br />Existing Por W I
<br />"
<br />Cost Iron Frome and Cover
<br />• • s
<br />Reter to
<br />Innpeovement Standard
<br />•
<br />No. D-4
<br />'^
<br />3.-0.
<br />iy
<br />0
<br />• pp�i
<br />Li0i1
<br />< - 0"
<br />e
<br />relative corpoction
<br />Existing Pe will ZZ 2'-0"
<br />Or Ground T d a 6' owls
<br />- DO
<br />6 or 6' I.D. Pips
<br />4' - 0
<br />4'- 0
<br />.j 0h0v/dO19. / 90%,
<br />2-0"
<br />2'-0'
<br />aural/e yhou/dem'
<br />3'-O'
<br />3'-0"
<br />-Compact in t44440X./•rW13
<br />N
<br />>
<br />to o minimum
<br />�
<br />4-0"
<br />6•
<br />Paved - M- •
<br />• io
<br />O of85%
<br />i
<br />- - Place Concrete
<br />0
<br />--
<br />' _ • �- _ Bbske (Wow
<br />,
<br />l0" 0 D 10 to o mnlhlnimt 10" O D 10"
<br />blow . •B• CantcreN)
<br />4' -0
<br />'•�
<br />•% .
<br />, ice
<br />Botf o Of TrencA
<br />5- 6
<br />TYPICAL LAMPHOLE INSTALLATION
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />TYPICAL SANITARY SEWER
<br />DETAILS
<br />BAUMBACH , & PIAZZA
<br />CIVIL ENGINEERS. — SURVEYORS
<br />323 W. ELM ST., LODI, CALIF. 95240 PH 209.368-6618
<br />I
<br />Valve Box, Frame and Lid O — Ronlo-proof, machined
<br />Refer to Improvement Standard No. E-2 FOR ALL STREETS fefe"9 surface
<br />2"
<br />above ground line Break -Off Joint LOCATIONS
<br />-
<br />I'�•••II �,
<br />2* Asphalt Concrete
<br />Water Main Concrete Anchor Block 10"j -
<br />6"d Pipe
<br />Flanged by Ring -Tits Adaptor
<br />Conic. Thrust Block- (As Required) Conic. Thrust Block -
<br />Refer to Improvement 6" Flanged or Flanged by Refer to' Improvement
<br />Standard No. E-3 AS
<br />Got* Volvo. Standard No. E-3.
<br />Tifco No. 11 Tee or Equal.
<br />NOTES
<br />I. Fire Hydrants shall be placed with *4" outlet facing
<br />directly towards the street.
<br />2. Fire Hydrants shall be clean and free of concrete.
<br />3. Fire Hydrants to be American Darling Model 8-628, Dresser M 8 H Style 929
<br />"Reliant", Mueller "Centurion" or "Modern Centurion", or approved equal (2-i"
<br />(3 1-4 outlets)
<br />4' Or other size as required by the local Fire District.
<br />4 Ail Hydrants shall be pointed OSHA softly yellow or as
<br />required by Wool PI" a District. ,
<br />FIRE HYDRANT
<br />THRUST BLOCK DETAILS .
<br />T ls• see..
<br />_:►. �.*� �.' i•-1' Miss. -.1
<br />TYPICAL SECTION THRU
<br />CAST IRON BEND TEE OUTLET DEAD END THRUST BLACK
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />BOckfill with molerale equal to or ---��
<br />FITTINGS
<br />better than the existing pavement
<br />I W-80FITTINGS
<br />•
<br />In quality .and thickness
<br />8
<br />6" LINE tend 4"On site LINE
<br />22 I/ • I - 6" r- 6"
<br />Existing Por W I
<br />-
<br />2'-0'
<br />450
<br />90•
<br />2- Oo
<br />3-
<br />p
<br />6' 64 Min (Typo.)
<br />o
<br />'^
<br />Alia. Compact in 12 "Max lwya
<br />iy
<br />0
<br />TYP' to a eJeinwm
<br />< - 0"
<br />4' - 0"
<br />relative corpoction
<br />0
<br />�
<br />- DO
<br />at 95% * unaa/povmY.
<br />4' - 0
<br />4'- 0
<br />.j 0h0v/dO19. / 90%,
<br />2-0"
<br />2'-0'
<br />aural/e yhou/dem'
<br />3'-O'
<br />3'-0"
<br />-Compact in t44440X./•rW13
<br />N
<br />>
<br />to o minimum
<br />O
<br />4-0"
<br />relative compoolon O
<br />N
<br />c
<br />O of85%
<br />i
<br />_ -
<br />0
<br />.Cgnpoct10 6` layers
<br />3'-6
<br />3-
<br />l0" 0 D 10 to o mnlhlnimt 10" O D 10"
<br />-6"
<br />5'- 6'
<br />4' -0
<br />relative taeoctian
<br />retp Mm. Min.
<br />tit. in.
<br />3 -6
<br />3- 0
<br />o W%.
<br />0. D.r 20" Min. O. D.• 20" Min.
<br />5- 6
<br />4- 0
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTES
<br />1. Relative compaction of matMiets elfall be tooted by the State of Cohlormo,
<br />Dept of 7ion9o01r0r10n TasA/b0, 410//u0/, Not eolhod No Calif 216 or 237.
<br />2 Ab existing powmont "I be holly cut to Ntw prior so trench excavation
<br />'
<br />'3 Jelling or ponding will be permitted within fhe street R19wof Way'witli 3year bond.
<br />4 * When shown by SON OW"Posdlan and CGWOKR04kty, ninely percent (90%)
<br />coo loon may be used, when approved by tin Direcbr of Pubhc Works
<br />TYPICAL TRENCH"►CKFILL
<br />die r , ,
<br />I
<br />Valve Box, Frame and Lid O — Ronlo-proof, machined
<br />Refer to Improvement Standard No. E-2 FOR ALL STREETS fefe"9 surface
<br />2"
<br />above ground line Break -Off Joint LOCATIONS
<br />-
<br />I'�•••II �,
<br />2* Asphalt Concrete
<br />Water Main Concrete Anchor Block 10"j -
<br />6"d Pipe
<br />Flanged by Ring -Tits Adaptor
<br />Conic. Thrust Block- (As Required) Conic. Thrust Block -
<br />Refer to Improvement 6" Flanged or Flanged by Refer to' Improvement
<br />Standard No. E-3 AS
<br />Got* Volvo. Standard No. E-3.
<br />Tifco No. 11 Tee or Equal.
<br />NOTES
<br />I. Fire Hydrants shall be placed with *4" outlet facing
<br />directly towards the street.
<br />2. Fire Hydrants shall be clean and free of concrete.
<br />3. Fire Hydrants to be American Darling Model 8-628, Dresser M 8 H Style 929
<br />"Reliant", Mueller "Centurion" or "Modern Centurion", or approved equal (2-i"
<br />(3 1-4 outlets)
<br />4' Or other size as required by the local Fire District.
<br />4 Ail Hydrants shall be pointed OSHA softly yellow or as
<br />required by Wool PI" a District. ,
<br />FIRE HYDRANT
<br />THRUST BLOCK DETAILS .
<br />T ls• see..
<br />_:►. �.*� �.' i•-1' Miss. -.1
<br />TYPICAL SECTION THRU
<br />CAST IRON BEND TEE OUTLET DEAD END THRUST BLACK
<br />ROTES, I Ali thrust blocks shall be poured
<br />against walsturDed sod and Shall
<br />be Class "B" Concrete
<br />2 Thrust block dimensions were
<br />calculated to allow a soa
<br />bearing value of 1,000 pounds
<br />per square fool
<br />• S Rebor a top and eotlom
<br />0,2• 4-
<br />&- —T
<br />• � o
<br />ELEVATION
<br />PERMANENT BLOW -OFF
<br />THRUST BLOCK DETAILS
<br />COUNTRY VIEW: SUBDIVISIO
<br />UNIT NO.. 3
<br />SUBDIVISION IMPROVEMENTS
<br />Finished Grade
<br />n.
<br />FOR OFF . STREETS
<br />~ LOCATIONS
<br />Concrete Base to be
<br />protan wound Valve Bo■
<br />Concrete Bose not
<br />necessary worn Vows
<br />Box is located in back
<br />m m of sidewalk
<br />NOTES
<br />1. Volvo boo ono Lid ~1 N Christy No G S, Brooks No I R T or 4 -TT, or equal
<br />Z. All Lids and Groat Rags sbolt have machined tooling refaces
<br />3. Extensions- snarl be M monwilecturN 10 *4 Wer Bob sirppllod of Pipe of correct
<br />Lot can be used .
<br />VALVE BOX
<br />L 11_ 24", 30", w 36" 010
<br />ST N
<br />_MAIN 100
<br />2
<br />"Ittbp)
<br />trtlm
<br />TYPICAL STREET SIGN
<br />NOTES:
<br />1. One street sign is required
<br />at each intersection.
<br />2 Block numbers ore to be acquired
<br />from the San Joaquin Canty Depart -
<br />mew of Plmrwp and Building Inspection.
<br />3. See improvement plans for location
<br />ST of STOP signs, when required.
<br />MAIN 100 E 4The length of the street sign varies
<br />der N the length of the offset
<br />none.
<br />Edge of Pavement,
<br />Bock of Sidewalk
<br />or Bock of Curb.
<br />O
<br />1- Street
<br />Sign Location
<br />4
<br />2" ID plot —� a STREET SIGN POST
<br />LOCATION DETAIL
<br />off§ n
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />SHEET OOF 7
<br />DETAIL SHEET J08 NO _3
<br /><_FILE G " 76
<br />1
<br />THRUST
<br />BLOCK
<br />DIMENSIONS
<br />FITTINGS
<br />I A
<br />I W-80FITTINGS
<br />A
<br />8
<br />6" LINE tend 4"On site LINE
<br />22 I/ • I - 6" r- 6"
<br />10" LINE
<br />22 I •
<br />3' -0
<br />2'-0'
<br />450
<br />90•
<br />2- Oo
<br />3-
<br />2-
<br />-6
<br />45• _
<br />900
<br />_4'-0"
<br />3'-0"
<br />_ TEE OUTLET
<br />3' - Ow
<br />0
<br />TEE OUTLET
<br />< - 0"
<br />4' - 0"
<br />DEAD ENO
<br />3 -
<br />- DO
<br />DEAD END
<br />4' - 0
<br />4'- 0
<br />8 LINE
<br />721/r
<br />2-0"
<br />2'-0'
<br />120 LINE
<br />221/"
<br />3'-O'
<br />3'-0"
<br />45•
<br />V- 00
<br />2-6
<br />450
<br />4'-6
<br />4-0"
<br />900900
<br />_ -
<br />4�- "
<br />_ TEE OUTLET
<br />3'-6
<br />3-
<br />TEE OUTLET
<br />-6"
<br />5'- 6'
<br />4' -0
<br />DEAD END
<br />3 -6
<br />3- 0
<br />DEAD END
<br />5- 6
<br />4- 0
<br />ROTES, I Ali thrust blocks shall be poured
<br />against walsturDed sod and Shall
<br />be Class "B" Concrete
<br />2 Thrust block dimensions were
<br />calculated to allow a soa
<br />bearing value of 1,000 pounds
<br />per square fool
<br />• S Rebor a top and eotlom
<br />0,2• 4-
<br />&- —T
<br />• � o
<br />ELEVATION
<br />PERMANENT BLOW -OFF
<br />THRUST BLOCK DETAILS
<br />COUNTRY VIEW: SUBDIVISIO
<br />UNIT NO.. 3
<br />SUBDIVISION IMPROVEMENTS
<br />Finished Grade
<br />n.
<br />FOR OFF . STREETS
<br />~ LOCATIONS
<br />Concrete Base to be
<br />protan wound Valve Bo■
<br />Concrete Bose not
<br />necessary worn Vows
<br />Box is located in back
<br />m m of sidewalk
<br />NOTES
<br />1. Volvo boo ono Lid ~1 N Christy No G S, Brooks No I R T or 4 -TT, or equal
<br />Z. All Lids and Groat Rags sbolt have machined tooling refaces
<br />3. Extensions- snarl be M monwilecturN 10 *4 Wer Bob sirppllod of Pipe of correct
<br />Lot can be used .
<br />VALVE BOX
<br />L 11_ 24", 30", w 36" 010
<br />ST N
<br />_MAIN 100
<br />2
<br />"Ittbp)
<br />trtlm
<br />TYPICAL STREET SIGN
<br />NOTES:
<br />1. One street sign is required
<br />at each intersection.
<br />2 Block numbers ore to be acquired
<br />from the San Joaquin Canty Depart -
<br />mew of Plmrwp and Building Inspection.
<br />3. See improvement plans for location
<br />ST of STOP signs, when required.
<br />MAIN 100 E 4The length of the street sign varies
<br />der N the length of the offset
<br />none.
<br />Edge of Pavement,
<br />Bock of Sidewalk
<br />or Bock of Curb.
<br />O
<br />1- Street
<br />Sign Location
<br />4
<br />2" ID plot —� a STREET SIGN POST
<br />LOCATION DETAIL
<br />off§ n
<br />TYPICAL STREET SIGN
<br />INSTALLATION
<br />STANDARD STREET SIGN DETAILS
<br />SHEET OOF 7
<br />DETAIL SHEET J08 NO _3
<br /><_FILE G " 76
<br />1
<br />
|