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Reflective Sheeting Sign-CalNornio Highway Reflective Sheeting Sign -
<br />Cade Type NR (24' x 24' NOTES: Reflective Sheeting Siqn- State of California Highway 4' Wra mmM1
<br />3/8" galvanized See Note 7 N 1. One street sign 's repaired State of California Higyhway Code W-57 (24"x48) NOTES: 2-- 6
<br />bolts &washers < at each intersection, I Code SW -57 (30"x 30� 1. All street li htinq antl 30' min 2
<br />at end ^ 2" Typ. 2. Block numbers are to be acquired 9 a, ro �{ I ----e'
<br />from the San Joaquin County m appurtenances ahall conform Top of curb
<br />MAIN ST Community Developement Department. H 5 P.C.&E. Standards and
<br />I/ I; _T m a Specifications. Flowline of 7 SECTION A -A
<br />- 1D0 E 3. See improvement plana for SIGNS Ex inion
<br />location of traffic control devices. 2. Street light locations at gutter JaN
<br />_ m 4. The length of the street sin 1. Signa shall be posted l 2" x 2" intersections shall be approved Exponaion iv
<br />v Square Perforated Steel Tubing With a, by S.J. Co. Department of Joint
<br />i . varies ue to the length o Wire mesh
<br />_ 1 a 1O ^ 1/2 R (typ) ro m the street name. Penetrator Anchor. '3 u Public Works.
<br />' '\ 5. See Standard Drawing No. R-23 for o 2. Slop sign sizes shall be 30" for u i 3. Street lights shall be energized
<br />Reflectors symmetrically .1T
<br />placed 12' f O.C. proposed sidewalk sign locations. .n urban areas and 36" for rural areas. prior to County acceptance of Up of putter `
<br />TYPICAL STREET SIGN 3. Sign - State of Calif.Hwy. Code o E he improvements. Advance Cotchbas;n assembly to be set L„
<br />6. Stop signs shall De 30" for urban arronyomenta shall be made 1" below flow line of utter
<br />>\ > \\\\\\\ areas and for internal subdivision SW -43 shall be posted at curves P 9
<br />when needed. 2 with .G.&E. to install the
<br />8'x6" dense streets; 36" for rural areas and street lights. PLAN SECTION B -B
<br />2'x8" select grade structural grade m for streets which intersect County I o
<br />Douglas Fir surfaced Redwood, treated + I Meq m LrWtllq roadways, also to be preceded by J
<br />four sides. Hemlock or treated iv m SW -42 M9n a W17, 36" stop ahead sign with Reflective Sheeting Sign- o Ri Sidewalk B" 4" throat
<br />Dougloa Or surfaced ^ See Note 7 appropriate pavement markings. Stale of California Hyhwa%y ' Min. opening 24"
<br />,2' Max. four aides. .1 ; Cotle Type N -Y (24 x 24') k / g -i A� FRONT VIEW
<br />Event Spaced 7. Use the following for terminal streets
<br />Evenly as TYPE "A" MAIN too E
<br />less man 300 feet in length: i 4,
<br />- -
<br />sae T INTERSECTION SIGN }- 10' P.U.E. bolt n C
<br />II�I1{�-�'IIL'L MIN. 1/2 " dia. in
<br />Reflective SheetingSign-Calif. Hw yob. magnum Lam" (Post across from Intersection) ; \ I Y '...:. O
<br />9 y 2' Clear m x [V 8059 l0 hold C COnalNtl Cal -Off W
<br />Code W31, 30" Size `mJ grate in Platt E E GRATE +bll around the
<br />Center on Barricade. j-Reflective
<br />edge of TO E M1l • FACE OF antis dmelorup
<br />Pavement H y_am•_y NOT24 dia.onc.eflective Sheeting DkinaM TSTREETH CURB pipe (seec note 12" dia. r'v; n -carr agar, sheim; �'"•' LANE REDUCTION IDCA1 RESIDENrIm ,wD na 5)mi"9- o°h°anel lope
<br />wy Code W31 Edge of Pavement Sin - State of Calif.COLLECTOR RESIDENTIAL 01 minEND 30" z 30") or back of dike Hwy. Cade W53 (24"x247 SIGNING 2`• or as required by the
<br />•3'-6" (4'-8') ; Turban Stop antl street ; Public Works Dept. :%=' 8B TOP VIEW A _ rural
<br />ion a 1. Center the lane reduction aign'to edge of pavement behind Type A barricade R/,A,R/W 33"r"'"' Sheetin ' Sin Su rt S lam (barricade to be placed on a 3" itg 1 O 9 PPo Ys (TVP.). skew with Type N -Y signs o fit /ush'Pe
<br />n -Calif Hw ` '• - 0 0 -2" x s` sq'°r• °e'=°'°r'a st"' altachetl). w SECTION wiU abpeCENTER REFLECTOR * x 24') p°"°�'^s "ountyxol 2. Place Class 1 flexible post 6'moNOTES:
<br />2' clear Mkinannn., Wi delineators (Cal Trans A73C) at a x O
<br />FOR TYPE "A" BARRICADE (2011) 4ae-3018 10 : + toper preceding the ; d� al ex need at.el anall be dipp.d with Match chanrol side e.be 2.
<br />2` x 2' sw"w P.dweae rw Apww.tl uM a w.aml PLAN OF FRAME 2`3gxxv Pawelaa a.a SAM, T Mn PwMwb wxew STOP AND STREET SIGN Type A barricade (minimum of uix 2 coo s of coal tar pitch heated to a Wire mesh
<br />p eA'wtwb. ,mcmr ° 5 delineators). O minimum of 180' or galvanized. W-0•
<br />(cam«I aa. c".,b neem \ W = 6'-0' minimum
<br />NOTES w a. "'""` LOCATION DETAIL 3. Pa ement lane retluMion arrows. x 2. Crate, frame and side inlet shall conform to.nwiw arw • 2 48' a' 6 South Ba Found A-645 frame wtih e8her A-390 Toe of channel W 2 x pipe dia. (3' to 6')
<br />(2oa1 411-]o1s • In URBAN Lxotions y rryy) rrovul186 For A:xv wa uN a wMx1xi ° 4. W 11, transition aign. MIN. MIN. MIN. rivited or A -390-M fabricated steel grate. SlopeAppewa ue a wnen.) 3'-6" or more to face or ost NOTE: 1. Use edea "B" concrete a1. Barricades to be po wide as street R/W p 3. Grote shall be depressed
<br />chained to frame. grouted cobble as apacifietl.
<br />2. Barricades" to be painted white using 2 y In RURAL Locations 4. Crate shall be depressed 1" below gutter
<br />" TYPICAL STOP AND STREET profile grade. 2 . 6" 2. 6.6x+0 qa. eine ..el,
<br />coots of Exterior Alkyd Resin Hi -Gloss TYPE B 4'-6" or more to face of post LOCAL COMMERCIAL AND RURAL ROADS j_ • throughout cancrel<
<br />Enamel" over a compatible primer. SIGN INSTALLATION 5. 24 piDDa barrel shall f close II R.C.P., pe -.--- SECTION C -C
<br />cul-tle-Sac only TYPICAL SIGN INDusrRla Class Z or 3non-reinforced concrete pipe.
<br />_ __ .r•�• Y ,w w a 4°w' y ,Y. w a Iw+1 w Iw IIMwY N e
<br />- a "°"°a a TYPE 1 EROSION CONTROL Nw..
<br />.a BARRICADES FC w ""„ STANDARD STREET r+ m TRAFFIC SIGNS STREET LIGHTING *e1tl0
<br />w. a=m oe TERMINATING STREETS ° SIGN DETAILS w_w ,. JLD a POLES AND SYMBOLS JLD CURB INLET CATCHBASIN PIPE DISCHARGE
<br />o_ w JLDAD "� w JLD
<br />o.aiw COUNTY OF SAN JOAOUIN ss. JUNE 1997 w.w.a COUNTY OF SAN JOAQUIN JUNE 1997 w+i♦ COUNTY OF SAN JOAO IN NONE aw•. "` D - 13 NONE p°wq M° D-22
<br />JLD
<br />ow e" JUNE 7997 o�wrw COUNTY OF SAN JOAQUIN °•• JUNE 1997 wwriw COUNTY OF SAN JOAQUIN °'�' SEPT. 1991 wwr COUNTY OF SAN JOAQUIN °'i' JUNE 1997
<br />NONE onn•w m R-24 NONE m'""wr °• "�` w� °^°'e e°. R-25 NONE m"""w" eww "` R - 28 r NONE °�"w" w "w` m °'•w "` R - 32
<br />a Sampler Housing: Position sampler Except inside
<br />housingso door opening is towards +/4" plate steel grind edge of
<br />B street Sampler is to b i located 18' all outside edges smooth, housing 1/8
<br />Rip -Rap Swale behind sidewalk or 6' behind curb Except Inside
<br />Fence or etlge or pavement where edge of door 1/8
<br />no sidewalk. / Gooseneck liquid dispensingq assembly, Herrngyton /281 NFI
<br />4 - - 8' 2' Concrete footing, non Door shown in or equivalent 3/8" pvc sch. 80 gooseneck, 3/8"-1 /4
<br />6 4:1�max. 4.1 I d a a e reinforced min. �� position open turn Ball vahro. pvc. 150 psi rating, 1/2" pipe threaded
<br />0l
<br />2000 psi concrete position.. entrance antl
<br />^, m� Main sampler Ground all outside 1/4" Thick steel top plate
<br />maz.� ml i housing edges smooth
<br />ty Radius, 6' 3 S BUR `^ R R A �•� D A I ov 1 2' 7/2" T/ YJ 1/8
<br />4"
<br />SECTION A -A 3" / 1yp-• R Slops concrete away
<br />f- M NU 1/2" from sampler at
<br />µL WEATHER COILED)
<br />;f PLAN VIEW 1/2" 40:1 on a6 sides. 1/2"0 drein hole
<br />0
<br />+-1- fz ~ B I
<br />SURFACE DETAILS
<br />Ev 1/2" PATTERN LETTERS 1/8' thick
<br />ofeel dooase plate DOOR LATCH
<br />i COVER NOTE: Padlock not shown \ \ A v + > v \\ \
<br />1/2"X, FRAME
<br />10' min. LIFT n Typ. each 1/8 1 Maximum allopwable space
<br />Erosion control MACHINED OLE t4 /
<br />and between
<br />doors 1/16" on ler wall E �- n A ^
<br />side 1 8 2-4 / ?
<br />pipe discharge A A SEATING - 1' I B sides, except hinge side E A v v 3/4"-1/4 turn avc ball
<br />See Std. Deg. f SURFACES I c ,
<br />No. D-22. I - + valve. 150 psi rating o
<br />N PLAN VIEW 45? .E + Awv v+. n \
<br />MACHINED - - v A v
<br />8' chain link fence ry II-- 20" SEATING
<br />See detail above n
<br />5' with plastic slats SURFACES
<br />4' 1" 1 1 4" 3/4" 1/8' thk. base plots
<br />' Rip -Rap seals �/ I_^ � "i I / _I +/8 x 1 1/2' M1 Door (open position)
<br />4:1 max. 21/2' TEa ♦ ♦;
<br />\� 1 1/2' DIAMETER 1 1/4" 3 1/ " 3 1/4'f inside dia. sized for /5 1/2" grovel loosely Packed 1/2" union Lock nut
<br />Double
<br />0 2 ales �\ -� I-1 3/8 2 -{I-5/8' _ not shown) Ford
<br />shank (padlock
<br />R/W `v E 9 \ Sidewalk SECTION A -A -1/8" 2" 3/4" sch. 80 pvc pipe 3/4' corporation stop. Sampler housing
<br />Min 18 1/4"I Ford type F1002 to be .
<br />I_oPening 18'-1 NOTES: 22 1/4' 1 1/2" \ compatible w/coddle tap. 1/2"x3/4' reducer 3/4' sch. 80 pve pipe
<br />- - NOTES: SECTION A -A \1_ Double strap saddle
<br />top,
<br />1. FRAME AND COYER SHALL BE MANUFACTURED OF CAST IRON Sampler housing e(I nominal tar for 3/4tap.
<br />CONFORMING TO ASTM A -48 -CLASS 30. 1. FRAME &GRATE SHALL BE MANUFACTURED OF CAST IRON CONFORMING Flat but steel hinge diameter steel pip wall chi o.d. Ford type F5202 Betlding/backfill
<br />TO ASTM A-48-30. running the length of
<br />NOTE; 2. FRAME AND COVER SHALL BE HS20-44 RATED. the door. 1/49 pin.10.23' i.d., 0.25 wall thickness).
<br />Drain manhole 2. FRAME AND GRATE SHALL BE H520-44 RAZED.
<br />Drain system Size of basin and depth 1/8" casing and bracket. Water distribution
<br />by be determined by 3. FRAME SHALL WEIGH APPROX. 22 LBS. 3. FRAME SHALL WEIGH APPROXI 65 LBS. NOTES: main size and
<br />hydraulic calculation COVER SHALL WEIGH ALL BE. 7 LBS. 4. GRATE SHALL WEIGH CHAINED
<br />TAPPROX. 78 LBS.
<br />4. FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL 5. GRATE SHALL BE CHAINED TO FRAME A ed
<br />78" OF 1/4• HEAT-TREATED CHAIN 7. Interior and exterior shall be spray Painted with CR -1 coating prior to installation. location varies)
<br />CONFORMING TO AW.W.A C203. 8. MAY BE USED IN RIGHT OF WAV WHEREE APPROVED BY GOVERNING AGENCY. Color shall be silver arse approved by the Engineer. One erior finish coot shall
<br />+^ Manholebe applied after installation.
<br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. 7. COUNTRY OF ORIGIN AND MANUFACTURER SMALL BE CAST INTO FRAME AND GRATE.
<br />® 1/4" X 6" U BOLT CAST INTO GRATE AND FRAME 2. Contractor shall protide one padlock for each sampling tap as approved the owner.
<br />_ 9Md 2 M ] _ -_.. HSM 3 M ]
<br />R. Lem.r a ew^°°a REWOM PATE COUNTYWIDE IMPROVEMENT STANDARDS APVRa sa a:VMx DATE COUNTYWIDE IMPROVEMENT STANDARDS w,+rw ". + wr w BACTERIOLOGICAL
<br />STANDARD w wr w BACTERIOLOGICAL
<br />I Me° COMMUNITYix� COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN BACTERIOLOGICAL SAMPLING TAP
<br />sw Jagua aaURTy wTE aw JP•aMN COUNTY PATE SAMPLING TAP SECTION SAMPLING TAP DETAIL
<br />r.w JLD RETENTION BASIN SURVEY MONUMENT °"Gtl10f ^1e1°`0ww 18" STORM DRAIN INLET awes 6.i.w BCD raw BCD R..w BCD
<br />°""'+ COUNTY OF SAN JOAQUIN JUNE 1997 IMPROVEMENT IMPROVEMENT wwww COUNTY OF SAN JOAQUIN ^` SEPT. 1991 ..+ir COUNTY OF SAN JOAQUIN °•• SEPT. 1991 �"+ COUNTY OF SAN JOAQUIN '^• SEPT. 1991
<br />FRAME & COVER CW -Ma FRAME & GRATE CW -M7
<br />_.i, ....,.n w.w. o. a.w. e. D-24 STANDARD N0. STANDARD N0. w NONE vn.w - NONE "'i" W -lib NONE °`"i- W - 6c
<br />R/W R/W
<br />50'
<br />25' 25'
<br />6 1 /2' 3" AC 6 1/2'
<br />2' 16' 16' 2'
<br />R=5 1/2 I 2%2% r1 2
<br />I-4 :1 (TVD) a
<br />aoacaoDa o"aa ono aoaoa ooa ,,
<br />Vertical Curb & Gutter
<br />6.5" AS PRIME COAT
<br />TYPICAL STREET SECTION
<br />NOTES:
<br />PAVEMENT SECTION IS BASED ON INFORMATION PROVIDED IN THE SOILS
<br />REPORT BY KLEINFELDER AND BASED ON CAL TRANS DESIGN PROCEDURES.
<br />BEFORE YOU DIG
<br />CALL USA UNDERGROUND SERVICE ALERT
<br />48 HOURS PRIOR TO CONSTRUCTION. CALL
<br />TOLL FREE 1-800-227-2600
<br />KEEP ALL VEHICLES, EQUIPMENT, TOOLS AND
<br />PEOPLE 10 FEET FROM POWER LINES, IF YOU
<br />MUST WORK WITHIN 10 FEET OF POWER LINES
<br />PLEASE CALL PG&E ® 800-743-5000
<br />IE[iv��e74.YN:U9QeL`
<br />DILLON & MURPHY
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING • PLANNING • SURVEYING
<br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613
<br />IMPROVEMENT PLANS FOR TRACT NO. 2949
<br />CARBONA STATION
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />OCTOBER, 2000
<br />TRACY, CALIFORNIA
<br />SCALE: N.T.S. I BENCH MARK: EL: I SHEET
<br />DRAWN BY: SH DESCRIPTION: 20A
<br />DESIGNED BY: CD OF 27 SHEETS
<br />CHECKED BY: JOB N0.
<br />0005
<br />AS BUILT BY:
<br />
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