|
Rebin ng c ro f
<br />� of llid k t epee
<br />8.3]x
<br />5'"
<br />o
<br />Y�x
<br />ALL JOINTS SHALL BE SET
<br />ON FULL MORTARED BEL)AND
<br />o
<br />3
<br />See
<br />E
<br />BOTH INTERIOR AND EXTERIOR
<br />Net. b
<br />48
<br />0
<br />SURFrCES.
<br />Ma sx
<br />N
<br />-li Nt FIt., „ORES
<br />Max.
<br />nl'
<br />Front
<br />t
<br />E
<br />spew
<br />curb
<br />o
<br />"CASE A
<br />see awes B 4 m:,.
<br />Top W Ramp 1
<br />8.33% mo 2 3x.1
<br />Rounds, I
<br />SECTION A -A
<br />note 8
<br />adoq Curb if
<br />8.�3x ruc:asary
<br />M 2x Max.
<br />Top a1 Rona
<br />Rounded SECTION B -B
<br />wpnRR entire sidewalk as required
<br />w•. I seem
<br />or
<br />CL "b Ra 'Us
<br />See No 1
<br />Retoaany Cars it
<br />zz Max. =essan
<br />SECTION C -C
<br />NOTES:
<br />1 If distance from curb to back of
<br />sidewalk a too shot to
<br />accomaaote rima and T
<br />platform the sidewalk ay be
<br />Oeprossep' bngitudinally
<br />Case o B of C
<br />y
<br />be widened s m Co.
<br />2 Ifsidewalk is less than
<br />5 wide the fullWidth of
<br />Nw
<br />Its, sidealk shollbe disposal
<br />as shown in Co. B.
<br />3. When ramp is healed in Cenaw,
<br />of caro Who c aalk
<br />configunGon must be similar W
<br />that Mown an the plan to
<br />acoma"ate wtesichaim
<br />4. 1f located oa a tarve the
<br />ides of the mo twee not
<br />be parallel, but the maximum
<br />wi eh or the romp shall be 4'.
<br />5. Steewolk and ramp thokrwse
<br />.has be 4" min.
<br />b The ramp shall have is 12' wide
<br />border with 1/4 B
<br />."nonaratefy 3/4 oc See
<br />grooving petal The BVfface
<br />of romp shop havea transverse
<br />broomad woo teat Bch
<br />than UtW saarroundi, Jo,alk
<br />except her ota to center
<br />7. Ramp abs slope social,
<br />umformly from vox muf
<br />up to tz5% at curb to confirm
<br />with bngtadhol idira lk
<br />slope avio.eat to top of the
<br />raal except in Case S.
<br />e V lei 4 1/2" curb hill and 2S
<br />Yopna slowa4- For 6 curb
<br />height use 8 ramp or COs. B.
<br />S. Ramp Sir
<br />1.12 mss. (8.33%)
<br />1:15 min. (6.67%)
<br />Sheet 1 of 2
<br />HANDICAP RAMP _
<br />COUNTY OF SAN JOAQUIN ser. JUNE 1997
<br />E_ osvAWrusNr or rima, wvuo a..ro R.- R - IDo
<br />' 20' for intersection of 50' R/W and 60' R/W s: reets
<br />30' for '..ntersection of 50' R/W or 60' R/W streets,
<br />with 84 R/W and 110' R/W arterials
<br />5 1/2' 21/2
<br />II 1 I
<br />Expansion Joint (typ.)
<br />r- 2 1/2'
<br />Street name
<br />sign
<br />Stop sign
<br />/
<br />if required) j
<br />PREFORMED FIBER EXPANSION
<br />JONT FILLER CONFORMING
<br />TO ASTM o-1751 /B 3/8" MAX.
<br />EXPANSION JOINT
<br />1/8 TO 1/4' 0/3
<br />WEAKENED PLANE JOINT
<br />• 1 1
<br />SCORE LINE
<br />>,,WE"'ENED PLANE JOINT
<br />SCORE LINES
<br />EXPANSION JOINT \IEAKENEO PLANE JOINTS
<br />C' 5/8" x 24" LONG STEEL DOWELS, GREASED AND WRAPPED
<br />ONE SIDE THROUGH ALL EXPANSION JOINTS.
<br />S = SPACING AS REQUIRED BY EACH GOVERNING AGENCY.
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS M+vRwm S,
<br />top Rise, 5{sT COUNTY OF SAN JOAQU N
<br />sAv .law couNrr mTE
<br />EXPANSION JOINTS nR the o-weue..,.rnr
<br />WEAKENED PLANE JOINTSMPROVEMENT CW -C3
<br />AND SCORE LINES (STANDARD
<br />(DLL TYPE
<br />CURB & GI.I"':
<br />7'-C
<br />4•-°" ,.-C• 2'-0•
<br />SCORE MARK IF MCNOUTHI^ POUR
<br />4..UL ao3" 2..
<br />SLOPE 1/4" PER FOOTwu - t t/2.•
<br />Ti
<br />O.C. °•
<br />YP.
<br />1 1/2' 3 1/2` KEY,
<br />UNLESS POURED MONOLITHIC
<br />ROLL TYPE CURB,
<br />GUTTEP & SIDEWALK
<br />C' :/8" x 24 L04 ' STEEL DOWELS. CREASED AND WRAPPED
<br />ONE SIDE THROUGH ALL EXPA691ON AND COLD JOINTS. --
<br />Ilvlvo. I I COUNTY WIDE IMPROVEMENT STANDARDS APppovFn Sr
<br />COUNTY OF SAN JOAQUIN ymn,y mf_;
<br />ROLL CURB, JapulNcouN rr
<br />pRE[raR aG NaaC MKS
<br />JTTER & Si"`EWA'-K S PROVEMENT GW C6
<br />MAINTENANCE HOLE
<br />FRAME & COVER. ADJUST TO GRADE
<br />PER COUNTYWIDE STANDARDS
<br />_ INSTALL GRADE RINGS AS REQUIRED
<br />^ .. 5.. FOR GRADE (GROUT IN PLACE)
<br />12" MAXIMUM.
<br />24 IMIN.
<br />= PRECAST REINFORCED CONCENTRIC
<br />CONCRETE CONE M,
<br />NOTES: UNDISTURBED EARTH
<br />1. FOR -IPES 33' DIAMETER AND SMA!_LER.
<br />ECCENTRIC REINFORCED CUNCREfE ONE MAY BE USED ON APPROVAL OF AGENCY
<br />PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM
<br />TO A.5.T.M C-478
<br />CONSTRUCT FUEXIBI_r ?IPE JOINT AT 2 FEL r,lMUM FROM BASE
<br />OF MAINTENANCE HG__ FOR RIGID PIPE (EXL -oT ""1 -IN- PLACE).
<br />Q INTERIOR COATING W- RE RE nRED BY AGENCY.
<br />RUBBER RING WATER_ OP ( "DARTER REQUIRED FOR
<br />PVC PIPE INSTALLATIC":S.
<br />7. FOR U6 AVED AREAS -✓VE MA,NTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY
<br />RE`4510N DATE I C ,'NTYWTE IMPROVEMENT STANDARDS MPROVED By
<br />COUNT- OF SAN JOAQUIN
<br />I
<br />TYPE s<N jOAWRcosot, oA
<br />1 boicca R or, :,aeue waste ZI
<br />MAI NT E' ALNLE HOLE IMPROVEMEI,F Gw_57
<br />STANDARD N0.
<br />1 1/4" SQUARE PATTERN
<br />"SANITARY' OR- c �1/8" HIGH
<br />'STORM' AS_
<br />APPROPRIATE EQU< LY SPACED HOLES
<br />(1 1/2" LETTERS)
<br />fl
<br />O �
<br />4..
<br />PR ..tea �O � 0,1
<br />v` ❑r ODO �P,
<br />� O , Q
<br />t.. O -..
<br />v -,� � � ❑ � 7 PICK H'._E
<br />/'\!STEEL BARS 1/7l -4 .4' t" DIAMETER
<br />�t�r32" VES
<br />3�
<br />I- -[ 2 U
<br />�� t/8" PLAN SECTION C -C
<br />SECTION 8-8 I 2/" - -
<br />25 /'-
<br />25 1/2. -- MACHINED
<br />-SELATINLI, RIRFACES
<br />1/4
<br />I.
<br />L
<br />-2'. /2 - - j 4 R18S 0 90' SPACING
<br />il` '32 3/8' - --�•�
<br />NOTE- 'SECTION , A
<br />1. FRAME AND COVER SHALL .._ MANJFACTURED OF CAST IRON
<br />CONFORMING TO ASTM A -48 -CIA- ; 30
<br />2. FRAME AND :OVER SH,_EBE HS20-44 RATED. j
<br />3. FRAME S-IFl.. WE ON '. 0 LBS. MINIM
<br />USER WEIGH 1.-n LBS, MINWUO
<br />4. FRAME AND COVER SHAL_ BE COATED WIT Cli'UMINOUS MATERIAL
<br />CONFORMING TC Aw W.A. C203.
<br />5. COUNTRY OP _. '•I AND MANUFACTURER 1.rALL BE C INTO For F COVER
<br />:rovoN orrE COUNTYWIDE IMPRO' MENT STAN,>.RD aaovEDr
<br />COUNTY OF N JOAQUIN
<br />54 I �Souam
<br />_- - MAINTEN' J7 uQLE j ,uwa
<br />RAMC ANC COV17R MF )VE"TENT CW ;3
<br />,.. � STA, JA i, NO,
<br />VERTICAL DATUM DESIGNED W.G.A. s _
<br />. 0.5. G.:. BENCH MARX I DRAWN -D. EIFERTSEN
<br />BRASS D'$XSTAMPED N1106N ,NECKED WS Al -
<br />OF". LMDATED ON NO3TN SIDE
<br />OF S.R. BB-, STA 407+50,
<br />TOP OF CONCRETE CULVERT APPROVED I-Xa
<br />iE"ON/AL1 B If FL. 102.145 _ ,coch- 9
<br />RL
<br />30" in f
<br />Top of curb = an m
<br />Flowline of _,-
<br />gutter F--- Expansion o
<br />Expcnsion , /I Joint ry
<br />,amt
<br />Lip of gutter I _
<br />SFJ 7 tchbosm assembly to be set
<br />1" below flow line of gutter
<br />PLAN
<br />Sidewalk 9"I2 4" threat
<br />1M�,Pemng I-•-24'
<br />t.
<br />1/2
<br />bald J -
<br />BOOS to hold >i
<br />grace mPlace' E GRATE
<br />24" did. can, ��%J 12- or., 71
<br />pipe (see nate min
<br />no. 5) S= .01 min.
<br />12 � 25 1/2
<br />rt
<br />abal
<br />SECTION I
<br />1
<br />NOTES:
<br />1. All -exposed steel Shan be dipped with PL,1?� �F FRAME
<br />2 coots Of coal for pith heated to 0
<br />minimum of 180' or Salva. ... ed.
<br />2. Grate, frame Ord Side inlet shall conform to
<br />Sol Bay Foundry A-645 frame with either A-390
<br />riyited of A -390-M fabricated steel grate.
<br />3. Grote shall be chained to frame.
<br />4. Grate sholl be depressed 1' below gutter
<br />Profile grade,
<br />5. 24" pipe barrel shall be clubs It R.C.P., or
<br />class 2 or 3 non -reinforced concrete pipe.
<br />wYPE 1 /
<br />e
<br />'ED
<br />CURB INLET _ATC BA
<br />o...w COUNTY Of
<br />NONE o w.0 .a.
<br />L:nN o.w SEPT. 1991
<br />Is.. w.nRur
<br />I
<br />r SURi e`
<br />' q
<br />M NIL
<br />`
<br />` I
<br />1/2" PATTERN LETTERS -- a
<br />COVER 1/2"Xl- - FRnME�.
<br />LIFT e
<br />\C LES f- /
<br />MACHINED 1 -
<br />SEATING '•'FURFACES ,r 1 1
<br />qr-
<br />,
<br />H
<br />2 1/2-
<br />1
<br />DIAMETr'-
<br />ACTION A A
<br />NOTES:
<br />1. FRAME AND COVER SHALL BE MJ,'
<br />.: 'TURED OF CA
<br />CONFORMING TO ASTM A-CLASSaJ.
<br />2. FRAME AND COVER SHALL BE HS20-44 RATED.
<br />3. FRAME SHALL WEIGH APPROX. '2 L3S.
<br />COVER SHALL WEIGH cPPROT 73.
<br />- FRAME AND COVER SHALL BE COA,,D WI' i'UMINOUS MATERIAL
<br />CONFORMING TO A.W.W. h. C203.
<br />5. COUNTRYF
<br />J ORIGIN A.!D MANUFACTURER S^+ALL BE CAST INTO FRAME AND COVER.
<br />aEVISION DATE COUNTYWIDE IMPROvEME `;^ARDS• APPRO'
<br />COUNTY OF SYN JOA N
<br />skN J LauRin,� oA E
<br />SURVEv M.?P JMENT mem
<br />FRAMIL & COVER STAND "r, CW -Mt
<br />AT'l IDY
<br />VCS001 "ass
<br />ENO$ ERE -SURVEYORS ►UANNERS
<br />3494 Rush Creek Rd.
<br />^.anbridgle, LD. 83610
<br />(208) 257-3:52.
<br />NOTES:
<br />See Note 7 1. One street sign is required
<br />c, m at each intersection.
<br />2 TYp. 2. Block numbers are to be acquired
<br />from the San Joaquin County
<br />�( IMI ST Community Developement Department.
<br />IM/fit I NJ3. See Improvement plans for
<br />100 E location of traffic control devices.
<br />4. The length of the street sign
<br />1/2" R (typ) ry m varies due to the length of
<br />the street name.
<br />iO 5. See Standard Drawing No. R-23 for
<br />proposed sidewalk si.n locations
<br />TYPICAL STREET SIGN .
<br />6. Stop signs shall be 30" for urban
<br />areas and for internal subdivision
<br />streets; 36" for rural areas and '
<br />for streets which intersect County
<br />May be Instaued roadways, also to be preceded by
<br />on SW -42 sign m a W17, 36" stop ahead sign with
<br />See Note 7 appropriate pavement markings.
<br />ST 7. Use the following for tri-minol streets
<br />MAIN 100 E .A less than 300 feet in length:
<br />05"
<br />Black yrob.1 -
<br />y0l..d emi,A
<br />2' clear to ><
<br />0
<br />edge of S'�' £
<br />pavement n _ _ -
<br />p
<br />D a,nond c sae � i
<br />Shooting
<br />Edge of pavement
<br />or back N dike
<br />'3'-6" (4'-6„) 6' rival Sto
<br />7 urban p and street
<br />t edge of pavement � o - sign locabon
<br />I :
<br />2' clear
<br />Square
<br />Sign supportsystem - STOP AND STREET SIGN
<br />2° in 2" Square Perorated Steel
<br />Tubing °ryAnchor
<br />ce: S".T.uwfi
<br />LOCATION! DETAIL
<br />trill (set fre-es or eorv,al
<br />un or w.aon) a In URBAN Locations
<br />TYPICAL STOP AND STREET 1, RU or more to fess of past
<br />In RURAL Locations
<br />SIGN INSTALLATION •-5" or more to face of past
<br />ee.I.ee ey Mmo.•d ey
<br />A°dl 1997 a. STANDARD STREET
<br />n eer 2.1 Des - SIGN D ETA I I r _ _n r.oror m Pum'= won.
<br />h
<br />JILL
<br />COUNTY OF SAN JOAQUR Dai. JUNE 1997
<br />NONE °` ° vro n,,t k°. R-25
<br />Reflective Sheeting Sign - Reflective Sheeting Sign -
<br />-Staie of California Highway State of California Highway
<br />n Code SW -42 (30"x30") Code a' C (24''x48")
<br />SIGNS
<br />1. Signs shall be posted on 2" X 2"
<br />square perforated steel tubing with m
<br />penetrator anchor. °
<br />coj 2. Sign - State of Calif. Hwy. Code m
<br />iI SW -43 shall be posted at curves o m
<br />when needed. `o
<br />i
<br />Reflective Sheeting Sign - o
<br />State of California Highway
<br />r1,t Code 'Type N Y" (24' X 14") o a
<br />1 e I
<br />T INTERSECTION SIGN \\I�/I
<br />(post across from intersection)
<br />cL
<br />Of A
<br />is at -THROUGH
<br />I STREET
<br />Reflective Sheeting Sign LANE REDUC I [ON
<br />State of California Highway SIGNING
<br />Code W53 (24' X 24") SIGNING
<br />IV
<br />- or os required by S.J. Co.
<br />Public Works Dept. 1. ;enter the lane reduction � n
<br />° behind Type A' barricade
<br />'barricade to be placed on o
<br />o B j Zn 5uojyouo 5yetem(TypZZSu000 syetem (Tvo)'pit �" ith Type N -Y signs
<br />�I 2 h
<br />X 2' square Perforated steel )
<br />io T b'oq w/Penetrator Anchor 2 Place Class 1 flexible
<br />Poqw�
<br />(c cam sate fal non. w°tme.> delinadtors. (C
<br />'mend" al Trans A730) CSC
<br />ry'
<br />e. fall rw os:"ow
<br />a ac
<br />m w"eo,.) 10 1 taper preceding the
<br />- Type A barricade ( nit, of
<br />5 delineators). '
<br />m \ Pavement lane redact m arrows,
<br />c, \ _"4. W 11, too
<br />nm-
<br />31C'fi - -
<br />TYPICAL SIGN
<br />' sonseTRAFFIC SIGNS
<br />on- ih AD
<br />w•°bj COUNTY OF SAN ,JAQUINJUNE 1997'
<br />Ailla4p
<br />�Il�i$tf(y:v4ttltG+' ��•�, ,-�s> kt�r s
<br />LOCKEFORD'BLUFFS SUBDIVISION UNIT 1112
<br />''HASE 2
<br />STREET AND STORM DRAIN
<br />DETAILS
<br />SAN JOAQUIN COUIl . CALWORMA
<br />i tj TA
<br />No. 13434 ? I
<br />m
<br />F9FCALI( e
<br />rsXP. s -at -as
<br />SHEET
<br />N t /
<br />0
<br />N w_r
<br />T J SO OF
<br />fn ID, N
<br />0
<br />ee
<br />N O¢ O Y SHEETS
<br />5'"
<br />o
<br />a
<br />al•.
<br />ALL JOINTS SHALL BE SET
<br />ON FULL MORTARED BEL)AND
<br />o
<br />¢ i
<br />I BANDED WITH MORTAR ON
<br />I"
<br />BOTH INTERIOR AND EXTERIOR
<br />48
<br />0
<br />SURFrCES.
<br />N
<br />-li Nt FIt., „ORES
<br />ro
<br />NOTES: UNDISTURBED EARTH
<br />1. FOR -IPES 33' DIAMETER AND SMA!_LER.
<br />ECCENTRIC REINFORCED CUNCREfE ONE MAY BE USED ON APPROVAL OF AGENCY
<br />PRECAST REINFORCED CONCRETE MAINTENANCE HOLE UNIT SHALL CONFORM
<br />TO A.5.T.M C-478
<br />CONSTRUCT FUEXIBI_r ?IPE JOINT AT 2 FEL r,lMUM FROM BASE
<br />OF MAINTENANCE HG__ FOR RIGID PIPE (EXL -oT ""1 -IN- PLACE).
<br />Q INTERIOR COATING W- RE RE nRED BY AGENCY.
<br />RUBBER RING WATER_ OP ( "DARTER REQUIRED FOR
<br />PVC PIPE INSTALLATIC":S.
<br />7. FOR U6 AVED AREAS -✓VE MA,NTENANCE HOLE ABOVE GROUND AS REQUIRED BY AGENCY
<br />RE`4510N DATE I C ,'NTYWTE IMPROVEMENT STANDARDS MPROVED By
<br />COUNT- OF SAN JOAQUIN
<br />I
<br />TYPE s<N jOAWRcosot, oA
<br />1 boicca R or, :,aeue waste ZI
<br />MAI NT E' ALNLE HOLE IMPROVEMEI,F Gw_57
<br />STANDARD N0.
<br />1 1/4" SQUARE PATTERN
<br />"SANITARY' OR- c �1/8" HIGH
<br />'STORM' AS_
<br />APPROPRIATE EQU< LY SPACED HOLES
<br />(1 1/2" LETTERS)
<br />fl
<br />O �
<br />4..
<br />PR ..tea �O � 0,1
<br />v` ❑r ODO �P,
<br />� O , Q
<br />t.. O -..
<br />v -,� � � ❑ � 7 PICK H'._E
<br />/'\!STEEL BARS 1/7l -4 .4' t" DIAMETER
<br />�t�r32" VES
<br />3�
<br />I- -[ 2 U
<br />�� t/8" PLAN SECTION C -C
<br />SECTION 8-8 I 2/" - -
<br />25 /'-
<br />25 1/2. -- MACHINED
<br />-SELATINLI, RIRFACES
<br />1/4
<br />I.
<br />L
<br />-2'. /2 - - j 4 R18S 0 90' SPACING
<br />il` '32 3/8' - --�•�
<br />NOTE- 'SECTION , A
<br />1. FRAME AND COVER SHALL .._ MANJFACTURED OF CAST IRON
<br />CONFORMING TO ASTM A -48 -CIA- ; 30
<br />2. FRAME AND :OVER SH,_EBE HS20-44 RATED. j
<br />3. FRAME S-IFl.. WE ON '. 0 LBS. MINIM
<br />USER WEIGH 1.-n LBS, MINWUO
<br />4. FRAME AND COVER SHAL_ BE COATED WIT Cli'UMINOUS MATERIAL
<br />CONFORMING TC Aw W.A. C203.
<br />5. COUNTRY OP _. '•I AND MANUFACTURER 1.rALL BE C INTO For F COVER
<br />:rovoN orrE COUNTYWIDE IMPRO' MENT STAN,>.RD aaovEDr
<br />COUNTY OF N JOAQUIN
<br />54 I �Souam
<br />_- - MAINTEN' J7 uQLE j ,uwa
<br />RAMC ANC COV17R MF )VE"TENT CW ;3
<br />,.. � STA, JA i, NO,
<br />VERTICAL DATUM DESIGNED W.G.A. s _
<br />. 0.5. G.:. BENCH MARX I DRAWN -D. EIFERTSEN
<br />BRASS D'$XSTAMPED N1106N ,NECKED WS Al -
<br />OF". LMDATED ON NO3TN SIDE
<br />OF S.R. BB-, STA 407+50,
<br />TOP OF CONCRETE CULVERT APPROVED I-Xa
<br />iE"ON/AL1 B If FL. 102.145 _ ,coch- 9
<br />RL
<br />30" in f
<br />Top of curb = an m
<br />Flowline of _,-
<br />gutter F--- Expansion o
<br />Expcnsion , /I Joint ry
<br />,amt
<br />Lip of gutter I _
<br />SFJ 7 tchbosm assembly to be set
<br />1" below flow line of gutter
<br />PLAN
<br />Sidewalk 9"I2 4" threat
<br />1M�,Pemng I-•-24'
<br />t.
<br />1/2
<br />bald J -
<br />BOOS to hold >i
<br />grace mPlace' E GRATE
<br />24" did. can, ��%J 12- or., 71
<br />pipe (see nate min
<br />no. 5) S= .01 min.
<br />12 � 25 1/2
<br />rt
<br />abal
<br />SECTION I
<br />1
<br />NOTES:
<br />1. All -exposed steel Shan be dipped with PL,1?� �F FRAME
<br />2 coots Of coal for pith heated to 0
<br />minimum of 180' or Salva. ... ed.
<br />2. Grate, frame Ord Side inlet shall conform to
<br />Sol Bay Foundry A-645 frame with either A-390
<br />riyited of A -390-M fabricated steel grate.
<br />3. Grote shall be chained to frame.
<br />4. Grate sholl be depressed 1' below gutter
<br />Profile grade,
<br />5. 24" pipe barrel shall be clubs It R.C.P., or
<br />class 2 or 3 non -reinforced concrete pipe.
<br />wYPE 1 /
<br />e
<br />'ED
<br />CURB INLET _ATC BA
<br />o...w COUNTY Of
<br />NONE o w.0 .a.
<br />L:nN o.w SEPT. 1991
<br />Is.. w.nRur
<br />I
<br />r SURi e`
<br />' q
<br />M NIL
<br />`
<br />` I
<br />1/2" PATTERN LETTERS -- a
<br />COVER 1/2"Xl- - FRnME�.
<br />LIFT e
<br />\C LES f- /
<br />MACHINED 1 -
<br />SEATING '•'FURFACES ,r 1 1
<br />qr-
<br />,
<br />H
<br />2 1/2-
<br />1
<br />DIAMETr'-
<br />ACTION A A
<br />NOTES:
<br />1. FRAME AND COVER SHALL BE MJ,'
<br />.: 'TURED OF CA
<br />CONFORMING TO ASTM A-CLASSaJ.
<br />2. FRAME AND COVER SHALL BE HS20-44 RATED.
<br />3. FRAME SHALL WEIGH APPROX. '2 L3S.
<br />COVER SHALL WEIGH cPPROT 73.
<br />- FRAME AND COVER SHALL BE COA,,D WI' i'UMINOUS MATERIAL
<br />CONFORMING TO A.W.W. h. C203.
<br />5. COUNTRYF
<br />J ORIGIN A.!D MANUFACTURER S^+ALL BE CAST INTO FRAME AND COVER.
<br />aEVISION DATE COUNTYWIDE IMPROvEME `;^ARDS• APPRO'
<br />COUNTY OF SYN JOA N
<br />skN J LauRin,� oA E
<br />SURVEv M.?P JMENT mem
<br />FRAMIL & COVER STAND "r, CW -Mt
<br />AT'l IDY
<br />VCS001 "ass
<br />ENO$ ERE -SURVEYORS ►UANNERS
<br />3494 Rush Creek Rd.
<br />^.anbridgle, LD. 83610
<br />(208) 257-3:52.
<br />NOTES:
<br />See Note 7 1. One street sign is required
<br />c, m at each intersection.
<br />2 TYp. 2. Block numbers are to be acquired
<br />from the San Joaquin County
<br />�( IMI ST Community Developement Department.
<br />IM/fit I NJ3. See Improvement plans for
<br />100 E location of traffic control devices.
<br />4. The length of the street sign
<br />1/2" R (typ) ry m varies due to the length of
<br />the street name.
<br />iO 5. See Standard Drawing No. R-23 for
<br />proposed sidewalk si.n locations
<br />TYPICAL STREET SIGN .
<br />6. Stop signs shall be 30" for urban
<br />areas and for internal subdivision
<br />streets; 36" for rural areas and '
<br />for streets which intersect County
<br />May be Instaued roadways, also to be preceded by
<br />on SW -42 sign m a W17, 36" stop ahead sign with
<br />See Note 7 appropriate pavement markings.
<br />ST 7. Use the following for tri-minol streets
<br />MAIN 100 E .A less than 300 feet in length:
<br />05"
<br />Black yrob.1 -
<br />y0l..d emi,A
<br />2' clear to ><
<br />0
<br />edge of S'�' £
<br />pavement n _ _ -
<br />p
<br />D a,nond c sae � i
<br />Shooting
<br />Edge of pavement
<br />or back N dike
<br />'3'-6" (4'-6„) 6' rival Sto
<br />7 urban p and street
<br />t edge of pavement � o - sign locabon
<br />I :
<br />2' clear
<br />Square
<br />Sign supportsystem - STOP AND STREET SIGN
<br />2° in 2" Square Perorated Steel
<br />Tubing °ryAnchor
<br />ce: S".T.uwfi
<br />LOCATION! DETAIL
<br />trill (set fre-es or eorv,al
<br />un or w.aon) a In URBAN Locations
<br />TYPICAL STOP AND STREET 1, RU or more to fess of past
<br />In RURAL Locations
<br />SIGN INSTALLATION •-5" or more to face of past
<br />ee.I.ee ey Mmo.•d ey
<br />A°dl 1997 a. STANDARD STREET
<br />n eer 2.1 Des - SIGN D ETA I I r _ _n r.oror m Pum'= won.
<br />h
<br />JILL
<br />COUNTY OF SAN JOAQUR Dai. JUNE 1997
<br />NONE °` ° vro n,,t k°. R-25
<br />Reflective Sheeting Sign - Reflective Sheeting Sign -
<br />-Staie of California Highway State of California Highway
<br />n Code SW -42 (30"x30") Code a' C (24''x48")
<br />SIGNS
<br />1. Signs shall be posted on 2" X 2"
<br />square perforated steel tubing with m
<br />penetrator anchor. °
<br />coj 2. Sign - State of Calif. Hwy. Code m
<br />iI SW -43 shall be posted at curves o m
<br />when needed. `o
<br />i
<br />Reflective Sheeting Sign - o
<br />State of California Highway
<br />r1,t Code 'Type N Y" (24' X 14") o a
<br />1 e I
<br />T INTERSECTION SIGN \\I�/I
<br />(post across from intersection)
<br />cL
<br />Of A
<br />is at -THROUGH
<br />I STREET
<br />Reflective Sheeting Sign LANE REDUC I [ON
<br />State of California Highway SIGNING
<br />Code W53 (24' X 24") SIGNING
<br />IV
<br />- or os required by S.J. Co.
<br />Public Works Dept. 1. ;enter the lane reduction � n
<br />° behind Type A' barricade
<br />'barricade to be placed on o
<br />o B j Zn 5uojyouo 5yetem(TypZZSu000 syetem (Tvo)'pit �" ith Type N -Y signs
<br />�I 2 h
<br />X 2' square Perforated steel )
<br />io T b'oq w/Penetrator Anchor 2 Place Class 1 flexible
<br />Poqw�
<br />(c cam sate fal non. w°tme.> delinadtors. (C
<br />'mend" al Trans A730) CSC
<br />ry'
<br />e. fall rw os:"ow
<br />a ac
<br />m w"eo,.) 10 1 taper preceding the
<br />- Type A barricade ( nit, of
<br />5 delineators). '
<br />m \ Pavement lane redact m arrows,
<br />c, \ _"4. W 11, too
<br />nm-
<br />31C'fi - -
<br />TYPICAL SIGN
<br />' sonseTRAFFIC SIGNS
<br />on- ih AD
<br />w•°bj COUNTY OF SAN ,JAQUINJUNE 1997'
<br />Ailla4p
<br />�Il�i$tf(y:v4ttltG+' ��•�, ,-�s> kt�r s
<br />LOCKEFORD'BLUFFS SUBDIVISION UNIT 1112
<br />''HASE 2
<br />STREET AND STORM DRAIN
<br />DETAILS
<br />SAN JOAQUIN COUIl . CALWORMA
<br />i tj TA
<br />No. 13434 ? I
<br />m
<br />F9FCALI( e
<br />rsXP. s -at -as
<br />SHEET
<br />N t /
<br />0
<br />N w_r
<br />T J SO OF
<br />fn ID, N
<br />0
<br />ee
<br />N O¢ O Y SHEETS
<br />
|