|
3A"
<br />galvanized
<br />halts
<br />washers
<br />r8
<br />.. ....... ..
<br />The
<br />StruClurai section shall
<br />be determined
<br />T
<br />By
<br />I m pr oy e rn e n I
<br />.... ......... ------
<br />Reflector Sigirt-Golifornia Highway
<br />Co<*Typ%NR Si z* 18"xIS"
<br />rat end
<br />... . .......
<br />. ... . .......... . .
<br />V�r I
<br />Reflocfors symmetrically
<br />placed I21t O. -C,
<br />seNct groals
<br />Dot4m FIr airfoced
<br />four sides,
<br />Reflective Sign- Calif, Hwy,
<br />Code W 31, 30" Size'
<br />,enter "I
<br />A
<br />Sign- Calif Hwy
<br />Code Type MR
<br />CENTER REFLECTOR
<br />FOR, TYPE " A 11 BARRICADE
<br />1. Barricades to be os wide as stroat R/W
<br />2-Sorricodes to bo polintod white using 2
<br />coots of OExterlor Alkyd Resin Hi -Gloss
<br />Enamel' mw a ompotible pi-irner, TYPE "B"
<br />Rocomrn7ndod lop opprovol by
<br />BARRICADES FOR
<br />�PPRQVED B Y
<br />TERMINATING STREETS
<br />w WILL IAW i ;i—A,k 5-9—t i -
<br />C 0 U N T Y 0 F SAN JOAOUIN
<br />__
<br />SCALC NONE ,� DEPARTMENT OF PUBI.-IC WORKS STANDARD NO. G-4
<br />. .... . .........
<br />T
<br />4 21 . ......
<br />vo�
<br />The
<br />StruClurai section shall
<br />be determined
<br />Edge of Pavement
<br />By
<br />I m pr oy e rn e n I
<br />Standard No
<br />A- I.
<br />2
<br />2 For
<br />curb, putter
<br />& sidewalk
<br />deloils refer
<br />to
<br />Improvement
<br />Standard No,
<br />E3-2 a No, B-3
<br />0
<br />3 At
<br />intersections, a
<br />6"x 6" dense
<br />for 84' R/W streets
<br />UJ
<br />and
<br />2 Of radius
<br />structural grade
<br />60' R/W streets
<br />at
<br />the face of
<br />Redwood, treatod
<br />4. *Sidewalk
<br />to R/W optional,
<br />Pmrnlock or treated
<br />T k YA L -V Ez: 62 -L
<br />Douglas Fir surfoaod
<br />four sides,
<br />--!I AC Aa
<br />S-5, V 12 F_ E T S r:47 rr A e. I-',
<br />Location
<br />D 5c
<br />UATF
<br />TYPICAL COMMERCIAL,
<br />111
<br />-
<br />END
<br />B INDUSTRIAL, STREETS
<br />Sign- Cal if
<br />Hwy Code
<br />Class "C',
<br />w 3
<br />Sign- Calif Hwy
<br />Code Type MR
<br />CENTER REFLECTOR
<br />FOR, TYPE " A 11 BARRICADE
<br />1. Barricades to be os wide as stroat R/W
<br />2-Sorricodes to bo polintod white using 2
<br />coots of OExterlor Alkyd Resin Hi -Gloss
<br />Enamel' mw a ompotible pi-irner, TYPE "B"
<br />Rocomrn7ndod lop opprovol by
<br />BARRICADES FOR
<br />�PPRQVED B Y
<br />TERMINATING STREETS
<br />w WILL IAW i ;i—A,k 5-9—t i -
<br />C 0 U N T Y 0 F SAN JOAOUIN
<br />__
<br />SCALC NONE ,� DEPARTMENT OF PUBI.-IC WORKS STANDARD NO. G-4
<br />. .... . .........
<br />R/W
<br />rq0T RerulreeD
<br />r
<br />R/W Street
<br />6 Of
<br />3
<br />0
<br />3 5 2 2 0
<br />11/2%
<br />;xj 7yasyA
<br />Street
<br />8 4
<br />? 2
<br />1/2%
<br />R/W
<br />0
<br />M
<br />T
<br />4 21 . ......
<br />vo�
<br />The
<br />StruClurai section shall
<br />be determined
<br />Edge of Pavement
<br />By
<br />I m pr oy e rn e n I
<br />Standard No
<br />A- I.
<br />2
<br />2 For
<br />curb, putter
<br />& sidewalk
<br />deloils refer
<br />to
<br />Improvement
<br />Standard No,
<br />E3-2 a No, B-3
<br />0
<br />3 At
<br />intersections, a
<br />30' radius
<br />for 84' R/W streets
<br />UJ
<br />and
<br />2 Of radius
<br />for 50' and
<br />60' R/W streets
<br />at
<br />the face of
<br />the curb shall be provided.
<br />4. *Sidewalk
<br />to R/W optional,
<br />R/W
<br />rq0T RerulreeD
<br />r
<br />R/W Street
<br />6 Of
<br />3
<br />0
<br />3 5 2 2 0
<br />11/2%
<br />;xj 7yasyA
<br />Street
<br />8 4
<br />? 2
<br />1/2%
<br />R/W
<br />0
<br />M
<br />12
<br />DIQ or Sq
<br />Stanoord Frome and
<br />6✓Cover Assernbly
<br />A. C
<br />co to
<br />0
<br />R C, -o
<br />A, B.
<br />It
<br />I r
<br />3 6
<br />Survey Morument
<br />\-Undisturbed
<br />e+
<br />Basement
<br />Basement Soil X '30" Iron Pin With
<br />Id e nil f icat ion Marks
<br />TYPICAL SECTION
<br />A R A
<br />SU
<br />__MQNU�
<br />Cover- L it t `Frorne
<br />Holes Material Cost Iron
<br />4 I fa
<br />6" Diorneter
<br />SECTION A --A
<br />0 R E V 15 E� D DATE
<br />SURVEY MONUMENT 4.
<br />FRAME COVER ASSEMBLY 5 APP90YED BY
<br />... . . . .... . .. .......
<br />DRAWN BY L. � AM *ARD to
<br />- - ---- COUNT Y OF SAN JOAQUIN
<br />CKCKED B
<br />9 C A L
<br />cmc_-gip
<br />I-' -'"NONE DEPARTMENT OF P L) 6 IC WORKS STANDARD NO. G-3
<br />2'- 6
<br />II P fl
<br />f .m2 - 0
<br />Broom Finish
<br />Broom Finish
<br />1_1'e ve'l L--in-e"
<br />Depressed letter
<br />A 11 in
<br />0. .....
<br />7- 7— # 6
<br />a. a0 curb to identify
<br />A. ervice
<br />fi locations'
<br />s
<br />4
<br />_J,
<br />#
<br />3 77"
<br />Dowels 5 or -5y8 0 10, X 24
<br />spaced 12"o.c. greased and J
<br />wrapped one side through
<br />every expansion joint,
<br />CURB R GUTTER, W Water line
<br />V# S Sanitory Sewer line
<br />Variable 2'-0"
<br />Broom Finish- Weakened Broom
<br />3/�' R Plane, aJoint Finish j Level Line
<br />!r J
<br />7
<br />N
<br />3/4 Z Q0
<br />R
<br />rf N
<br />+
<br />Dowels5 or-% Dirt, x 24'
<br />spaced 12. o,c., greased and
<br />wrapped one side through
<br />every expansion joint,
<br />NOTES: __�L
<br />1, Construct expansion joints Qct 200' maximurn and at returns, around light poles,
<br />hydrants and other fixed objects at sidewalk,
<br />Z Transverse weakened plane joints shalt be constructed (6) 12' rnoximum Intervals
<br />- ------ A7
<br />CUR G U T T E R
<br />I D E WA L K
<br />.... . ... ..
<br />_RIAL,
<br />Q2MMFRCIAL a INDUSI
<br />WiLLIAM WA4 Ou 4
<br />DRAwN B It
<br />T Y 0 F SAN JOAQUI Dift0w of P,,bhc Wo,It
<br />COUN N
<br />T_21 22il
<br />DEPARIrMEN OF P1,181- IC WORK S STANDARD NaNO 13- 2
<br />rovsions
<br />no. description date by,
<br />SAN JOAQUIN COUNTYPIRECTOR OF PUBLIC WORKS R.C,,E,212 58
<br />PRINTED ON DIRPO NO, 1000H CLCARPMIN'r
<br />M
<br />4" 30" or 36
<br />"WAIN
<br />10 ►0,
<br />3 N
<br />-4 lea
<br />TYPICAL STREE.,T___,._3I,GN
<br />NOTE�
<br />1, One street sign is required
<br />at each intersection,
<br />2, Dimensions f a r block numbers
<br />are for location of numbers
<br />only.
<br />MAIN
<br />T
<br />4 21 . ......
<br />vo�
<br />3
<br />3 Of 3 of
<br />1/ % 1 /2%
<br />Edge of Pavement
<br />2
<br />or Back of Curb
<br />jp_
<br />0
<br />UJ
<br />l__c, 0 A 190A ,a q'r, 'Teat
<br />T k YA L -V Ez: 62 -L
<br />--!I AC Aa
<br />S-5, V 12 F_ E T S r:47 rr A e. I-',
<br />Location
<br />D 5c
<br />UATF
<br />TYPICAL COMMERCIAL,
<br />111
<br />-
<br />B INDUSTRIAL, STREETS
<br />APP��OVED Ry
<br />Class "C',
<br />411
<br />�x_
<br />STREET SIGN POST
<br />Concrete
<br />T Y OF SAN JOAQUIN
<br />CK
<br />I L L AM ARD DOI#
<br />D,,cOor Qf PbjIr �No,k%
<br />_J
<br />LOCATION DETAIL
<br />N T
<br />SCALE N E D'E PAR"f ME', 01 PUBLIC WORKS
<br />STANDARD NO A-3
<br />TYPICAL_,A19,f,ET
<br />APPROVE D-rl—'—'-..1-1-1.-'—.----'---
<br />-,.",I ----
<br />APPROVED_
<br />--------
<br />12
<br />DIQ or Sq
<br />Stanoord Frome and
<br />6✓Cover Assernbly
<br />A. C
<br />co to
<br />0
<br />R C, -o
<br />A, B.
<br />It
<br />I r
<br />3 6
<br />Survey Morument
<br />\-Undisturbed
<br />e+
<br />Basement
<br />Basement Soil X '30" Iron Pin With
<br />Id e nil f icat ion Marks
<br />TYPICAL SECTION
<br />A R A
<br />SU
<br />__MQNU�
<br />Cover- L it t `Frorne
<br />Holes Material Cost Iron
<br />4 I fa
<br />6" Diorneter
<br />SECTION A --A
<br />0 R E V 15 E� D DATE
<br />SURVEY MONUMENT 4.
<br />FRAME COVER ASSEMBLY 5 APP90YED BY
<br />... . . . .... . .. .......
<br />DRAWN BY L. � AM *ARD to
<br />- - ---- COUNT Y OF SAN JOAQUIN
<br />CKCKED B
<br />9 C A L
<br />cmc_-gip
<br />I-' -'"NONE DEPARTMENT OF P L) 6 IC WORKS STANDARD NO. G-3
<br />2'- 6
<br />II P fl
<br />f .m2 - 0
<br />Broom Finish
<br />Broom Finish
<br />1_1'e ve'l L--in-e"
<br />Depressed letter
<br />A 11 in
<br />0. .....
<br />7- 7— # 6
<br />a. a0 curb to identify
<br />A. ervice
<br />fi locations'
<br />s
<br />4
<br />_J,
<br />#
<br />3 77"
<br />Dowels 5 or -5y8 0 10, X 24
<br />spaced 12"o.c. greased and J
<br />wrapped one side through
<br />every expansion joint,
<br />CURB R GUTTER, W Water line
<br />V# S Sanitory Sewer line
<br />Variable 2'-0"
<br />Broom Finish- Weakened Broom
<br />3/�' R Plane, aJoint Finish j Level Line
<br />!r J
<br />7
<br />N
<br />3/4 Z Q0
<br />R
<br />rf N
<br />+
<br />Dowels5 or-% Dirt, x 24'
<br />spaced 12. o,c., greased and
<br />wrapped one side through
<br />every expansion joint,
<br />NOTES: __�L
<br />1, Construct expansion joints Qct 200' maximurn and at returns, around light poles,
<br />hydrants and other fixed objects at sidewalk,
<br />Z Transverse weakened plane joints shalt be constructed (6) 12' rnoximum Intervals
<br />- ------ A7
<br />CUR G U T T E R
<br />I D E WA L K
<br />.... . ... ..
<br />_RIAL,
<br />Q2MMFRCIAL a INDUSI
<br />WiLLIAM WA4 Ou 4
<br />DRAwN B It
<br />T Y 0 F SAN JOAQUI Dift0w of P,,bhc Wo,It
<br />COUN N
<br />T_21 22il
<br />DEPARIrMEN OF P1,181- IC WORK S STANDARD NaNO 13- 2
<br />rovsions
<br />no. description date by,
<br />SAN JOAQUIN COUNTYPIRECTOR OF PUBLIC WORKS R.C,,E,212 58
<br />PRINTED ON DIRPO NO, 1000H CLCARPMIN'r
<br />M
<br />4" 30" or 36
<br />"WAIN
<br />10 ►0,
<br />3 N
<br />-4 lea
<br />TYPICAL STREE.,T___,._3I,GN
<br />NOTE�
<br />1, One street sign is required
<br />at each intersection,
<br />2, Dimensions f a r block numbers
<br />are for location of numbers
<br />only.
<br />MAIN
<br />T
<br />Edge of Pavement
<br />Bock of Sidewalk
<br />A
<br />or Back of Curb
<br />0
<br />Street Sign
<br />Location
<br />177
<br />-
<br />Class "C',
<br />STREET SIGN POST
<br />Concrete
<br />LOCATION DETAIL
<br />TYPICAL_,A19,f,ET
<br />I L7
<br />INSTALLATION
<br />WCs. W f, F D OAT E
<br />Rac w� e, c t fo, o P, f3' 1b,
<br />STANDARD STREET
<br />SIGN
<br />DETAILS
<br />ORA
<br />COUNTY 0 F
<br />SAN J 0 A 0 L) I N
<br />WIL L, I A W worsts - b cii
<br />SCALE N E
<br />DEPARTMEN "r OF PUBLIC WORKS STANDARD N0 G-2
<br />X $7 , 'v 1 e X 1A
<br />4 1 "1 1
<br />_P11 , A111NI,
<br />0
<br />Variable 5 - 6
<br />slope lper It fi
<br />A_
<br />&
<br />SECTION A --A
<br />Backfill with materials equal to or
<br />better that) the existing pavement
<br />�e
<br />In quality and thickness,
<br />--Existing Pavement
<br />- 47 . Z�
<br />L 2
<br />0
<br />6" Mm (Typ ",7 7
<br />Compact try 12 layers
<br />io a inmirp-purn _77"
<br />teioi,ve Cornpo(lton
<br />of 95 %
<br />cornpml in 12 10yrfs
<br />>lo a mmirnoryl
<br />�J paclion
<br />relative corn
<br />of 90%
<br />7,
<br />0ww
<br />rt
<br />--T
<br />CJ___ Compoct in 6" [Oyer$ —
<br />to a minirrvorn 10 0, b, to"
<br />relative compoction X
<br />M of 90 ox, 0, D 20" Max
<br />UNDER PAVEMENT OUTSIDE SHOULDER
<br />AND SHOLA-DER
<br />NO TES
<br />1, Relotive compaction of materials shall be tested by the State of California,
<br />Dept, of Public Works, Division of Highwoy, test method No, California 216 F.
<br />2, All existing pavernent shall be neatly cut to line prior to trench excavation,
<br />3No jetting or ponding shall be permitted within the street Right of Way,
<br />4, * When shown by soit composition sand compoctibility, ninely percent (90%)
<br />compaction may be used, when approved by the Director of Public Works
<br />SHEET
<br />3
<br />OF FOUR
<br />
|