|
it
<br />STO P o
<br />(I
<br />X15T. TYPICAL JTRAFFIC SIGN
<br />�VEMEWT RI – STOP SIGN DETAIL
<br />"
<br />5U5GRp;pE—. —
<br />ACOM PACT ION STRUCTURAL S
<br />ATIVE BACKFILL
<br />M W IU5L 30" COVER (TYP)
<br />TEISIAL
<br />"MINU5
<br />No Sca le
<br />TRENCH. BACKFILL
<br />I N OR WITHIN 2
<br />FO R
<br />ADDITIONAL
<br />TAILS S
<br />1 - 3'r — 4• - ,or 3 � I •{ ' I Lwwrrsr;�'-- Namy- I ,;wsewn ,
<br />- - �1 -7 6' �—•I
<br />VIEW A A 1" L Fk* 4 See NoN •1
<br />with 45'
<br />bevel with :::•,?t*,F',:.,y...•...+.': ::�,.>'
<br />I" chomfer
<br />VIEW B -B
<br />I
<br />I Apps. Z or
<br />I I;4' ac
<br />1 i•
<br />S, I Expansion Jowle Typical 4
<br />MIN. • . 'i •.!:: ii.'.. j� • . �.: .y , +.
<br />��11 F-4
<br />�\ SyR00VING DETAIL �!
<br />• os
<br />w
<br />Grooved in a Mrringbar
<br />pattern with 10
<br />grooves "ppron.
<br />116O.C.: grooves should be
<br />014"d parent N arosswalk
<br />strpea. ,
<br />Street Name Sign (5NS) i
<br />�--�' Grooves approx. - • O.C.
<br />R/W
<br />st0 R I
<br />Eapr"ern Jud Typical
<br /># oP.riteal Sfj� Bq� irj
<br />INITIAL bP KFILLCOMPACTION
<br />cr..wwwr` //e,/ o� eros,&)a/k qs Sham
<br />90'/. COMPACTION NOTES: on �/Q.7s.
<br />bEDD1NG I. s'a"fr4''
<br />3► beijk ane 2% &1' o", «ape. Fars a.b bsigM «thr w r rtltsy or tr.a«tidm
<br />Orb heiMt le 4f Immo egmwiw yeast to bsgemsmg of rope,
<br />L C" Drives wit stbr sbWoetl We act to be laeawd wdbin Ws tdtesahor POM sono.
<br />3. see 91onderd I A 9- 5, or S- 6 for GA, Bar S S"e mmk Detsals; coed Steda Slatt41ed Plat NS -B itr
<br />other details.
<br />ETA -1 L HANDICAP RAMP New
<br />PAVED TRAVELWA
<br />NOTEAs reds • 17 spoken F_w- waif line
<br />otberstiee RevisedN S - Sanitary Sewer line
<br />G -. Gas line
<br />Depressed ester 'w: 830, ion
<br />Curb N Nwwfy service leeykisrrs
<br />l'-0' 2'-O•
<br />Vert" Cub M Reesras A
<br />j^ pj.R Sreew FiwA 1•� L
<br />f 7q• �lMl Lina
<br />yR • '^
<br />r
<br />T is
<br />o 6 •::' «
<br />'
<br />40
<br />ILL
<br />Dowels *5 er % Dia. a 24' spees41 12' e. c. l
<br />reo•ed and wrapped me fib IArargu ,
<br />emy expansion jail". S
<br />MONOLITHIC BEVEL TYPE
<br />CURB A GUTTER
<br />7'-0' Mle.
<br />4'-0' Mbkmom (sidstsaK 1 12' - 2'-0'—Broom Finish
<br />Brow" iiNM se.ys.e I}• At RebrM
<br />2i •L low 1' i 1.
<br />i -Level Line
<br />.' • b .A r- • . T/
<br />I r •• '_ SZ
<br />Down 13 el" # 4118. a 24' spaced
<br />12 • o, c., gre. and uwseps41
<br />one iib "Waugh awry
<br />expansion jorm
<br />MONOLITHIC BEVEL TYPE
<br />CURB. GUTTER I! SIDEWALK SECTION A
<br />NOTES:
<br />1. Conshrct ssprNioo joints 46 20d NMWMM W ed "abrins, rmnd SIM poles.
<br />hydro ft ane other need dblieedd N weneek
<br />!. T""Ovwee Iseebelled plmt grits obits Ila esawwftd f' I2' madman ikKw«s.
<br />CURB GUTTER Et SIDEWALK
<br />SUBDIVISION STREETS 'ISW >STANDARD STORM DRAIN INLET
<br />NO DATE REVISIONS BY DESIGN 0RAWN BY APPROVED
<br />SUBMITrED BY �y:••
<br />- - ExpwWm Joint ( Trp. )
<br />B 1
<br />1 NOTES:
<br />l 1) Fent • Greed shell cenferr
<br />A M b"prevsmant Stnndr41 Ne. C -4
<br />!) Toe feet mamma Wm fle18bed grade
<br />NJ
<br />in most devellepnnM. N clanking streets,
<br />sty be hiss then Y work the
<br />improved N the Engineer
<br />9 24' pope bsorel dust be Cass N RC.P
<br />or Clan f A.G.P.
<br />ILB_olj-J II
<br />SECTION 6-1)
<br />RCE T� oAtf: SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />SPECIFICATIONS
<br />lessxiee a,
<br />PLAN
<br />SECTION A -A
<br />IrMnq type grate racy be
<br />and .t�m1� «Is,
<br />2. are% '"i'"' ?a fastened to frame
<br />with 19 si beet-heow chute
<br />SECTION 0-0
<br />FRAME 81 GRATE
<br />(STANDARD STORM DRAIN INLET)
<br />Existing Paawk
<br />Or awmd -
<br />6' or a' I. D. Pias, y
<br />olio, _ • ,1
<br />r -
<br />Cast Inn From and Cover
<br />Rota to letprovosstnt Standard
<br />No. D-4
<br />G' Pins -le-/via
<br />Ilea Comm"OBOc (Clot'S' CeruereN)
<br />Sethw Of Trench
<br />TYPICAL LAMPHOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS' — SURVEYORS
<br />323 W ELM ST., LODI, CALIF. 96240 PH. 209-368-6618
<br />TYPE „A"
<br />STREET
<br />CLASSIFICATION
<br />ST. TYPE
<br />a R/w
<br />WIDTH
<br />TYPE
<br />STREET
<br />LIGHT
<br />NORMAL
<br />MOUNTING
<br />HEIGHT
<br />A A
<br />MAINTAINED
<br />FOOTCANDLE
<br />MAINTENANCE
<br />FACTOR
<br />E. roswo
<br />110'
<br />A
<br />30'
<br />.57
<br />65
<br />Moor Orion*
<br />110'
<br />A
<br />pas
<br />5a
<br />.65
<br />1 NOTES:
<br />l 1) Fent • Greed shell cenferr
<br />A M b"prevsmant Stnndr41 Ne. C -4
<br />!) Toe feet mamma Wm fle18bed grade
<br />NJ
<br />in most devellepnnM. N clanking streets,
<br />sty be hiss then Y work the
<br />improved N the Engineer
<br />9 24' pope bsorel dust be Cass N RC.P
<br />or Clan f A.G.P.
<br />ILB_olj-J II
<br />SECTION 6-1)
<br />RCE T� oAtf: SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />SPECIFICATIONS
<br />lessxiee a,
<br />PLAN
<br />SECTION A -A
<br />IrMnq type grate racy be
<br />and .t�m1� «Is,
<br />2. are% '"i'"' ?a fastened to frame
<br />with 19 si beet-heow chute
<br />SECTION 0-0
<br />FRAME 81 GRATE
<br />(STANDARD STORM DRAIN INLET)
<br />Existing Paawk
<br />Or awmd -
<br />6' or a' I. D. Pias, y
<br />olio, _ • ,1
<br />r -
<br />Cast Inn From and Cover
<br />Rota to letprovosstnt Standard
<br />No. D-4
<br />G' Pins -le-/via
<br />Ilea Comm"OBOc (Clot'S' CeruereN)
<br />Sethw Of Trench
<br />TYPICAL LAMPHOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS' — SURVEYORS
<br />323 W ELM ST., LODI, CALIF. 96240 PH. 209-368-6618
<br />TYPE „A"
<br />STREET
<br />CLASSIFICATION
<br />ST. TYPE
<br />a R/w
<br />WIDTH
<br />TYPE
<br />STREET
<br />LIGHT
<br />NORMAL
<br />MOUNTING
<br />HEIGHT
<br />SECTION 6-1)
<br />RCE T� oAtf: SAN JOAQUIN COUNTY DIRECTOR OF PUBLIC WORKS
<br />SPECIFICATIONS
<br />lessxiee a,
<br />PLAN
<br />SECTION A -A
<br />IrMnq type grate racy be
<br />and .t�m1� «Is,
<br />2. are% '"i'"' ?a fastened to frame
<br />with 19 si beet-heow chute
<br />SECTION 0-0
<br />FRAME 81 GRATE
<br />(STANDARD STORM DRAIN INLET)
<br />Existing Paawk
<br />Or awmd -
<br />6' or a' I. D. Pias, y
<br />olio, _ • ,1
<br />r -
<br />Cast Inn From and Cover
<br />Rota to letprovosstnt Standard
<br />No. D-4
<br />G' Pins -le-/via
<br />Ilea Comm"OBOc (Clot'S' CeruereN)
<br />Sethw Of Trench
<br />TYPICAL LAMPHOLE INSTALLATION
<br />TYPICAL SANITARY SEWER DETAILS
<br />BAUMBACH & PIAZZA
<br />CIVIL ENGINEERS' — SURVEYORS
<br />323 W ELM ST., LODI, CALIF. 96240 PH. 209-368-6618
<br />TYPE „A"
<br />STREET
<br />CLASSIFICATION
<br />ST. TYPE
<br />a R/w
<br />WIDTH
<br />TYPE
<br />STREET
<br />LIGHT
<br />NORMAL
<br />MOUNTING
<br />HEIGHT
<br />A A
<br />MAINTAINED
<br />FOOTCANDLE
<br />MAINTENANCE
<br />FACTOR
<br />E. roswo
<br />110'
<br />A
<br />30'
<br />.57
<br />65
<br />Moor Orion*
<br />110'
<br />A
<br />30'
<br />5a
<br />.65
<br />M"', arttAal
<br />a'
<br />A
<br />30'
<br />36
<br />65
<br />Cou.Gtor/
<br />Industrial/
<br />Commercial
<br />eo'
<br />A
<br />SO'
<br />26
<br />.65
<br />sill on is
<br />50'
<br />A
<br />30'
<br />13
<br />70
<br />Pedestrian Ions
<br />-
<br />A
<br />1 30'
<br />17
<br />70
<br />-
<br />-
<br />OEM END
<br />-
<br />4 -
<br />So LMIE
<br />If LINE
<br />22 1/20
<br />2'- 0'
<br />2'-
<br />22 Yto
<br />I
<br />3'- 0'
<br />45•
<br />3-0
<br />450
<br />4-6
<br />4-0
<br />_
<br />•
<br />,_
<br />_
<br />TEE OUTLET
<br />NOTES:
<br />1. Street Lighting designs net meeting the spacing
<br />guidelines per Standard Drowing R-34 5holl be
<br />designed to meet the above average maintained
<br />footcandle for the appropriate street classification.
<br />2, Lumens used to calculate the Average Maintoined
<br />Footcandle shall be 80% of the Initial lumen value
<br />rated by the lamp manufacturer
<br />STREET LIGHTING DETAIL
<br />THRUST BLOCK DETAILS
<br />lor
<br />r TYPICAL SECTION THRU
<br />TEE OUTLET DEAD END TEST =
<br />JM -1 AN NrW blocks Moll be pawed
<br />sea" undisturbed sal and OW
<br />be Clew 'B' Concrete
<br />2 T+reN back dimensions stn
<br />celtarlmed to allow a sal
<br />berme walls. of LOUD ponds
<br />per atyure foal.
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />In Quality and thickness.
<br />Compact In le once cyan -
<br />to a min. relative compaction
<br />of 96xi"nder povament and
<br />shoulders, omit 9016
<br />outside shomddsrs.
<br />__�-Compoct In 24'mal. favors
<br />to a "darn ern
<br />lap — relative compoctian
<br />/ of 85%.
<br />Compost n 60 layers
<br />10• 0. D. 10' to a I U' v,rr can
<br />Mn. IAw� relative compaction
<br />0 D.• 20' Mn of 901116.
<br />RIGID CONDUIT
<br />1 0. D. • 20" Met. _ I
<br />FLEXIBLE CONDUIT
<br />1. Relative compaction of materials shall be tested by IM State of California,
<br />Dept. of Transportation Testing Manuel, test method No California 216 or 231.
<br />2. All existing povermurnt shall be neatly wt to line prior to tench excavation.
<br />3 Jottwq or pomdvtg will be permitted within the «net Right of Way with 3 year bond.
<br />4. +k When shown by soil composition and compoctibihty, ninety percent (90%)
<br />Compaction may be used, eswe 0WOved by est Director of Public Works.
<br />TYPICAL TRENCH DETAIL
<br />------- -- Variable 2Oa --••-I
<br />�— L
<br />m
<br />Scoring Line
<br />Broom Finish -- Level Line
<br />- 12 Broom Finish
<br />g" 1 v
<br />SloeA Pe, I'
<br />sit It -
<br />in 5'_0 6.. - 12.. ,L
<br />40wels*5 or%dia. x 24°
<br />spaced 12" o c , greased and
<br />wrapped one side Through
<br />every expansion joint.
<br />NOTES
<br />I. Construct expansion joints (4i 200' maximum and at returns, around light poles,
<br />hydrants and other fixed objects at sidewalk
<br />2 Transverse weakened plane joints shall be spaced i% 12' maximum intervals.
<br />MONOLITHIC CURB, GUTTER,
<br />8l SIDEWALK
<br />L _ A 21 . 30�i 36•
<br />r .
<br />.re
<br />All � MAIN looE T
<br />muton
<br />TYPICAL STREET SIGN
<br />• B Reba a top and bottom ELM 20 10 pipe
<br />• . `
<br />T
<br />0
<br />MAIN
<br />S
<br />N
<br />pp 2
<br />i- Street
<br />Sign Location
<br />NOTES.
<br />I One street sign is required
<br />at each mdersectim.
<br />2 Block members are N be sciprM
<br />Nam the sen JaRs"in Cooky Deperf-
<br />WAN of Planning ane Buidtng blondest.
<br />15" i provrnwk plasm for bicaha"
<br />Of STOP sires, elhen requested.
<br />4 The le"glb of the street sign vows
<br />due to the wwtglh of the street
<br />tmwrr.
<br />Edge of Pavement,
<br />Bock ofSidewalk
<br />7(- or Book of Curb.
<br />a
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />I •
<br />ELEVATION
<br />PERMANENT BLOW -OFF r ���0�91 _ TYPICAL STREET SIGN
<br />INSTALLATION
<br />THRUST BLOCK DETAILS STANDARD STREET SIGN DETAILS
<br />DETAIL SHEET " LOCKEFORD RANCH " SHEETgo
<br />OF to
<br />JOB 180, 90109 QQ
<br />SUBDIVISION IMPROVEMENTS
<br />FNILE
<br />o G 6 V
<br />THRUST
<br />8LOCK
<br />DIMENSIONS
<br />FITTINas
<br />A
<br />8
<br />FITTINQ8
<br />A
<br />B
<br />Go LINE old 4"Climsite LINE
<br />OW LINE
<br />22 1 •
<br />22 WO
<br />3,- ON
<br />2' - ON
<br />4S•4
<br />•
<br />4'-0'
<br />-ow-
<br />900
<br />-
<br />-
<br />•
<br />W-60 6
<br />- ON
<br />TEE OUTLET
<br />- 0
<br />-
<br />TEE OUTLET
<br />< -10
<br />- do
<br />DEAD D
<br />EN
<br />-
<br />-
<br />OEM END
<br />-
<br />4 -
<br />So LMIE
<br />If LINE
<br />22 1/20
<br />2'- 0'
<br />2'-
<br />22 Yto
<br />3' - O'
<br />3'- 0'
<br />45•
<br />3-0
<br />450
<br />4-6
<br />4-0
<br />_
<br />•
<br />,_
<br />_
<br />TEE OUTLET
<br />V-
<br />-
<br />TEE OUTLET
<br />r-
<br />4 -
<br />OEAD
<br />O
<br />DEAD
<br />JM -1 AN NrW blocks Moll be pawed
<br />sea" undisturbed sal and OW
<br />be Clew 'B' Concrete
<br />2 T+reN back dimensions stn
<br />celtarlmed to allow a sal
<br />berme walls. of LOUD ponds
<br />per atyure foal.
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />In Quality and thickness.
<br />Compact In le once cyan -
<br />to a min. relative compaction
<br />of 96xi"nder povament and
<br />shoulders, omit 9016
<br />outside shomddsrs.
<br />__�-Compoct In 24'mal. favors
<br />to a "darn ern
<br />lap — relative compoctian
<br />/ of 85%.
<br />Compost n 60 layers
<br />10• 0. D. 10' to a I U' v,rr can
<br />Mn. IAw� relative compaction
<br />0 D.• 20' Mn of 901116.
<br />RIGID CONDUIT
<br />1 0. D. • 20" Met. _ I
<br />FLEXIBLE CONDUIT
<br />1. Relative compaction of materials shall be tested by IM State of California,
<br />Dept. of Transportation Testing Manuel, test method No California 216 or 231.
<br />2. All existing povermurnt shall be neatly wt to line prior to tench excavation.
<br />3 Jottwq or pomdvtg will be permitted within the «net Right of Way with 3 year bond.
<br />4. +k When shown by soil composition and compoctibihty, ninety percent (90%)
<br />Compaction may be used, eswe 0WOved by est Director of Public Works.
<br />TYPICAL TRENCH DETAIL
<br />------- -- Variable 2Oa --••-I
<br />�— L
<br />m
<br />Scoring Line
<br />Broom Finish -- Level Line
<br />- 12 Broom Finish
<br />g" 1 v
<br />SloeA Pe, I'
<br />sit It -
<br />in 5'_0 6.. - 12.. ,L
<br />40wels*5 or%dia. x 24°
<br />spaced 12" o c , greased and
<br />wrapped one side Through
<br />every expansion joint.
<br />NOTES
<br />I. Construct expansion joints (4i 200' maximum and at returns, around light poles,
<br />hydrants and other fixed objects at sidewalk
<br />2 Transverse weakened plane joints shall be spaced i% 12' maximum intervals.
<br />MONOLITHIC CURB, GUTTER,
<br />8l SIDEWALK
<br />L _ A 21 . 30�i 36•
<br />r .
<br />.re
<br />All � MAIN looE T
<br />muton
<br />TYPICAL STREET SIGN
<br />• B Reba a top and bottom ELM 20 10 pipe
<br />• . `
<br />T
<br />0
<br />MAIN
<br />S
<br />N
<br />pp 2
<br />i- Street
<br />Sign Location
<br />NOTES.
<br />I One street sign is required
<br />at each mdersectim.
<br />2 Block members are N be sciprM
<br />Nam the sen JaRs"in Cooky Deperf-
<br />WAN of Planning ane Buidtng blondest.
<br />15" i provrnwk plasm for bicaha"
<br />Of STOP sires, elhen requested.
<br />4 The le"glb of the street sign vows
<br />due to the wwtglh of the street
<br />tmwrr.
<br />Edge of Pavement,
<br />Bock ofSidewalk
<br />7(- or Book of Curb.
<br />a
<br />STREET SIGN POST
<br />LOCATION DETAIL
<br />I •
<br />ELEVATION
<br />PERMANENT BLOW -OFF r ���0�91 _ TYPICAL STREET SIGN
<br />INSTALLATION
<br />THRUST BLOCK DETAILS STANDARD STREET SIGN DETAILS
<br />DETAIL SHEET " LOCKEFORD RANCH " SHEETgo
<br />OF to
<br />JOB 180, 90109 QQ
<br />SUBDIVISION IMPROVEMENTS
<br />FNILE
<br />o G 6 V
<br />
|