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Reflective Sheeting Sign-Califomia Highway Reflective Sheeting Sign- 5-6"
<br />Code Type NR (24" z 247 NOTES: Reflective Sheeting Sign- State of California Highway 4"Who mash
<br />3/8' galvanized 2' Sae Note 7 1. One street sign is required State of California Hi hway Code W-57 (24"x48') NOTES: 1- 6^
<br />"end 'n at each intersection. I Code SW -57 30"x 9 30' min. 2•
<br />bolts d[ washers '< ( ") T
<br />l 2" Typ- 2. Block numbers aro to be acquired 1. All street Iightin and
<br />from the San Joaquin County n appurtenances a all conform Top of cub a,
<br />I•I to P.G.&E. Standards and MAIN ST Community Deveopement Department. iv • l
<br />1O a 3. See Improvement plans for SIGNS Specifications. Flowline of SECTION A -A
<br />100 E location of traffic control devices. 2. Streat light locations at uwai Expansion
<br />tO 4. The length of the street sign 1. Signe shall be posted on 2" x 2" 9 9 Joint
<br />'r 5 uare Perforated Steel TuDin With $ intersectlona shall be approved Expansion it
<br />io 1/2" R (typ) r •m varies due to the length of q 9 rn by S.J. Co. Department of joint a
<br />the street name. Penetrator Anchor. Y u Public Works. Win mean
<br />Reflectors symmetrically r 'a 5. See Standard Drawing No. R-23 for 2. Stop sign sizes shall be C• for C z 3. Street lights shall be energized T
<br />placed 12' t O.C. proposed sidewalk sign locations. urban areae and 36" for rural areas. c pr.cr to County acceptance of +1
<br />TYPICAL STREET SIGN 6. Stopsigns shall be C• for urban 3. Sign - State of Calif. Hwy. Code a the improvements. Ad once Lip of gutter
<br />9 Catchbasln assembly to be set
<br />\\ \\\\\ areae and for internal subdivision 5W-43 shall be posted at curves 'o armngementa shall be made 1" below flow line of gutter
<br />6•x6° dense streets; 36' for rural areas and when needed. 3 with P.G.@E. to install the
<br />2•x8" select prose structural grade m street li his.
<br />Douglas Fir surfaced Redwood, treated a y iMaN for streets which Intersect County c 9 PLAN SECTION B -B
<br />Hemlock or treated I it M" roadways, oleo to be preceded by IE
<br />four aides. on Sub -x2 dr a W17, 36" stopahead sin with R
<br />9 Reflective Sheeting Si n- �' o
<br />Douglas Fir surfaced - See Note 7 a ro riate avement markin s. %0 g o z Sidewalk
<br />9•
<br />appropriate P 9 State "T CaliforniaCalifomiHigh 0a4 2" Min o4• throat at 24'
<br />12' Max. tour sides. _J_ I � 22 1
<br />7. Use the following for terminal streets iv Code "Type N -Y (24 x ) P 9
<br />Evenly Spaced 5T 9 ' 1 I B A FRONT VIEW
<br />TYPE "A++ MAIN 100E ase teen 300 feet in length: + r;rt,;w,; •,1.
<br />06• 4 3 1.5' 1' 10' P.U.E.
<br />Bbek wnedm T INTERSECTION SIGN MIN. 4 t ,/2 via. u,
<br />Reflective Sheeting Sign -Calif. Hwy. waw bacon (post across from intersection) � : n 0 bolt - C
<br />Code W31, 30' Size 2' clear to T o `� m Boee to holtl z Construct cut-off
<br />Center on Barricade. �I"I ed e of I O E fnT : FACE OF grate In place EE GRATE wall around the J `sal
<br />END g u l entire, pe na ar
<br />pavement iv F--&oo'-J lv THROUGH CURB Na
<br />^ Reflective Sheeting pump STREET 24" die. cone. 12' did. To of
<br />v Sign -Calif Oaa.Aw.am_ I•I LANE REDUCTION Pipe ('"" "ace min• aM1annN I°.
<br />Hw Code W31 Ede of avement Sign - Stale of Calif. LOLL RESIDENTIAL AND no 5) • P
<br />END y 9 o B= .D, min.
<br />dr (C' x 307 or back of dike Hwy. Code W53 (24"x24") SIGNING COLLECTOR RESIDENTIA �• 25 1/2"
<br />6' rural or as required by the 12' I
<br />°3'-6" (4'-6') 7' urban Stop and street Public Works Dept. 6"
<br />sign location 1. Center the Ione reduction sign :1 :j..:.y'.j :y :i.. B� TOP VIEW A. -J
<br />to edge of pavement 44 Q behind Type A barricade Boae
<br />Reflective Sheeting J- 0 a Sign Support System (Typ.). (barricade to be placed on a R/YI R/W' 3• 33• Miter cut e 1 min
<br />Si Sign -Calif Hw skew with Type N -Y signs pip
<br />9 =p 2- x z' sewn N welts Awl to ft flush
<br />CENTER REFLECTOR : Cade Type NW m q tlN ,/pwwkNwA w attaaned>. 6,� Y SECTION w%M1 slaps
<br />(24' x 24") iv `O Valnl see. Milaoxxxot U. ni rte` 2 detractors (Cal flexible
<br />Trans A7 C) at a 0, NOTES:
<br />ost
<br />FOR TYPE "A" BARRICADE z' steer (tae) les -sea ,0 : , toper receein the o
<br />Y x Y sawn vwfavNe kv � UM of vwgara Pe preceding ; o: Match channel Ntle elope
<br />Y x Y Scum Per^°E•A Awl sWl neka w/raMMw MM« STOP AND STREET SIGN ) Type A barricade (minimum of say 1. All ezpoeetl steel shall be dipped with PLAN OF FRAME 2'
<br />rubles ./vu.d°Iw wwmr 4 2 co 6 of coal tar pitch heated to a
<br />(awewt U. PwNy Trac 5 Eelineatom). o minimum of 180' or galvanized. Who mash
<br />NOTES' `"M° ow* °"` LOCATION DETAIL \ \ g B'-0'
<br />ry WlNenuwa OAawn 3. Pavement lane reduction arrows. L48'
<br />x 4' 6' 2. Grote, frame and aide inlet shall conform to W = 6'-0' minimum
<br />Qus) las- F., xes-�s • In URBAN Locations South Bay Foundrryy A-845 frame with either A-390 Toe of channel W 2 x pipe tlia. (3' to 6')
<br />1. Barricades to be as wide as street R/W Fw ua or wnem fOr'b°f0� 01 v°"sO1) N 4. W 11, transition sign. 3 MIN. MIN. rivited or A -390-k1 fabricated ateel grate. Slaps
<br />Apr.,°. ) 3'-6" or more to face of poet
<br />2. Barricades to be pointed white using 2 ++ n TYPICAL STOP AND STREET In RURAL Locations ' 3. Grate shall be depress to frame. NOTE: 1. Use clava "B" concrete or
<br />coats of Exterior Alkyd Resin HI -Gloss TYPE B 4. Grate shall be depressed 1' below gutter -r grouted o. whe as apeciFetl.
<br />Enamel' over a compatible primer. 4'-6" or more to face of poet IOCAL 00MMERCIAL AND RURAI. ROADS profile grade. 2' min.. 6, 2. throughout
<br />go. win mesh
<br />Cul -de -Sac any SIGN INSTALLATION TYPICAL SIGN INDUSTRIAL 5. 2,. pipe Darrel shall be class II R.C.P., or �- SECTION c -C nro"°"°"c `°"`N°
<br />clava 2 or 3 non-nintoned concrete pipe.
<br />BARRICADES FOR Anw r as r " ,..ver " r
<br />sews w STANDARD STREET asTRAFFIC SIGNS ^ STREET LIGHTING TYPE 1 p ewe w EROSION CONTROL
<br />2 w..ame m TERMINATING STREETS = �--n- _- SIGN DETAILS POLES AND SYMBOLS CURB INLET CATCHBASIN PIPE DISCHARGE
<br />e..r JLD w- r JLD s� r JLD s,� r JLD r- r JLD sew r JLD
<br />wwrr COUNTY OF SAN JOAQUIN z.r JUNE 1997 a..wr COUNTY OF SAN JOAQUIN 1ver JUNE 19971 urea COUNTY OF SAN JOAQUIN we JUNE 19971 COUNTY OF SAN JOAQUIN =+• JUNE 1997 u.w.r COUNTY OF SAN JOAQUIN n•r SEPT. 1991 u.wer COUNTY OF SAN JOAQUIN see JUNE 1997
<br />NONE aw•xe s> R-24 NONE v°•aw w R-25 NONE waw, a. R - 26 NONE www- R - 32 NONE www w D - 13 NONE u°•zw w. D-22
<br />w Sampler Housing: Position sampler we- plate
<br />Except inside
<br />B housing so door opening le towards 1/4' plate steel grind edge of
<br />Backfill with materials equal to or street. Sampler is to be located ,8" all outside edges smooth. housing 1/8
<br />better than the exis[inq pavement behind sidewalk or 6' behind curb Except inside
<br />and base in quality. New pavement P
<br />shall be 7' thicker than exiling or edge of pavement where edge of door 1/8
<br />pavement, minimum of 0.25 feet. no sidewalk. Gooseneck liquid dispensing assembly, Harringgton f261MR
<br />New rasa shall be 1" thicker than Concrete footing, non Door shown in or equivalent 3/8' Pvc ach. 80 gooseneck, 3/8•-1/4
<br />existing base, minimum of 0.5 feet. I1�I reinforced min. partially open tum Ball valve, pvc. 150 psi rating, 1/2" pipe threaded
<br />Existing P 4 a a I I s 2000 psi concrete position.
<br />u entrance end
<br />6• Min. 6' -- 6" r 6' Min. reSURRm 5 housing mpleravement m Ground all wleide 1/4' Thick steel top plate
<br />T edges smooth( YP) (rya.) 4" A •� Ll q I 0 0 1/z•
<br />/2" R
<br />Compact in 12' max.MON 3• 4a, ,/4. yP'
<br />3An.b
<br />cyan to n min. rNaliw 3' 0" R YP Slope concrete away
<br />compaction e t and M NU L 1/Y T J
<br />uneo pawmsN and J- 1/2' from sampler at
<br />90 ouches pavement. ma, variable
<br />j 7 PLAN VIEW V2" 40:, on all .idea. 1/2"e Brain Hale
<br />VaCompact in 24" max.Qouop
<br />layers to a min. rotative 1 8" thick Neel baee latecompaction of 66E. OD+12" 1/2" PATTERN LETTERS / p DOOR LATCH DETAILSO.1 2'X1 FRAME at bottom of tloor ompact in 61n' I COVER / NOTE: Padlock not shown \ w P �Wmpaalt"onug N.° i '-'0 m it 1/6 Maximum allowable apace ''" T each between vam ler housin 7010' Min. 10' Min. O.D. 10' Min. MACHINED YP 1' P 9wSEATING 7' B side,/8 2-4 and door 1/16• on all EO.D. SURFACESsides, except hinge side A p ' A o 3/4'-1/4 tum pvc ball
<br />` 'ce , ' valve, 150 psi rating
<br />0Min. + 20' Min. PLAN VIEW 45? 'E a °• e o
<br />RIGID CONDUIT FLEXIBLE CONDUIT MACHINED - -
<br />-`- 20' SEATING Sae detail above v A u
<br />1M.� SURFACES w' A
<br />/4 22 1/4' 3/4' 1/8' 1 1/2' 1/8'thk. base plate
<br />o/ Door (open position)
<br />NOTES: 1 1/2^ 3 1/ . �S a
<br />1. R41NIvs compaction of materials shall be tested In accordance with DIAMETER 1 , 4' 1/4'f inside die, sizes for /5 1 2' ravel loose) packed 1 2" union
<br />/ �1 / g Y P / Lock nut
<br />the State of California, Dept, of Transportation Testing Manuals, test -y 1-4 3/8 2 f I`5/B' "Neater Lock" shank (padlock
<br />not shown)
<br />method existing
<br />California 216 or 231. SECTION A -A `1/6 16 1/4'� z r 3/4" Bch. 80 pvc pipe Ford corporation Nob. Sampler housing
<br />2. All sxlNinq pawmsnf shall W neatly cut to line prior to french excavation. 22 1/4' 1 1/2- Ford type F7002 to be 4
<br />3. JNNng or ponding will be permitted within the street Right of Way with NOTES' NOTES: compatl ble w/saddle tap. 1/2•x3/4" reducer 3/4' son, 80 pvc pipe
<br />a 3 year bond. 1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON SECTION A -A Double strap waddle
<br />CONFORMING TO ASTM A -48 -CUSS 30. 1. FRAME k GRATE SHALL BE MANUFACTURED OF CAST IRON CONFORMING Flat butt Neel hinge Sampler housing 10' nominal tap for 3/4" tap.
<br />4. compaction
<br />shown by toll used, when
<br />and approved
<br />by faDilily ninety peubM (9ari 9 diameter Neel pi .(10.75^ o.d. Ford type FS202 Beddin backfill
<br />eompal be may law used, when approved n n in plan o Public Works. 2. FRAME AND COVER SHALL BE HS20-44 RATED. TO ASTM A-48-30. running the length , ,0.25' Lt.. 0.25P wall thickness), 9/
<br />5. Special bedding requirements may be shown on the plans or wpselfletl In 2. FRAME AND GRATE SHALL BE H 5 LBS. RATED. 1h 8'1 casing 1 and bracket.
<br />3. FRAME SHALL WEIGH APPROX. 22 LBS. 3. FRAME SHALL WEIGH APPROX: 85 LBS. / 9
<br />should s shall b Water distribution
<br />CODER SHALL WEIGH APPROX. 7 LBS. 4. GRATE SMALL WEIGH APPROX. 78 LBS. NOTES main (size and
<br />e. Shoulders shall be as shown l t the plans or Bless h in the factspew 4, FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL 5. GRATE SHALL BE CHAINED TO FRAME WITH 18" OF 1/4- HEAT-TREATED CHAIN
<br />as measured
<br />but in t case shall the shoulder be lees than three feet wide / 1. Interior and exterior shall De approved
<br />pointed with CR -1 coaling prior to installation. location varies)
<br />as measuretl from the edge of pavement. CONFORMING TO A.W.WA. C203. e. MAY BE USED IN RIGHT OF WAY WHERE APPROVED BY GOVERNING AGENCY. Color shall be silver and approved Oy the Engineer. One exterior finish coat shall
<br />5. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER. 7. COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND GRATE. be applied after installation.
<br />® 1/4• X 6' U BOLT CAST INTO GRATE AND FRAME 2. Contractor shall provide one Padlock for each sampling tap as approved the owner.
<br />Aewt z of a sn.rt a w e
<br />""•^ " "jjii°°` RLWsaN PATE COUNTYWIDE IMPROVEMENT STANDARDS COUNTYWIDE IMPROVEMENT STANDARDS BY• ww•••r • ""`w` • ""•'•`
<br />°' 10°e P° TYPICAL TRENCH BACKFILL COUNTY OF SAN JOAQUIN COUNTY OF SAN JOAQUIN W BACTERIOLOGICAL SAMPLING TAP a.w BACTERIOLOGICAL BACTERIOLOGICAL
<br />oma orw"w�A°rawa �� 18w STORM DRAIN INLET o JO"wouuccesew �� BCD r -w BCD SAMPLING TAP SECTION BCD SAMPLING TAP DETAIL
<br />w -r JLD SURVEY MONUMENT ,�„er
<br />_ ..r COUNTY OF SAN JOAQUIN sw JUNE 1997 IMPROVEMENT IMPROVEMENT CW -M7 aw•r COUNTY OF SAN JOAOUIN ave SEPT. 1991 awwr COUNTY OF SAN JOAQUIN ^w SEPT. 1991 -iw COUNTY OF SAN JOAQUIN e.w SEPT. 1991
<br />NONE s•1eBrtOw.w w.a sewsw R-29 FRAME &COVER STANDARD NO. -M1 FRAME & GRATE STANDARD N0. ... NONE cave... wwwa... ....w w _ s.. .. NnuF wwne.aww.w.w. w•ewe. is _ave ... NDNF ,..w..uw.w wa. w.w. a. w _ s..
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<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 O 800-743-5000
<br />DILLON & MURPHY
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING • PLANNING e SURVEYING
<br />1820 W. KETTLEMAN LANE, SUITE E, LODI, CALIFORNIA 95242 (209) 334-6613
<br />IMPROVEMENT PLANS FOR TRACT NO. 3440
<br />CARBONA STATION UNIT 3
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />NOVEMBER, 2004
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />SCALE: N.T.S. BENCH MARK: EL: _ SHEET
<br />DRAWN BY: LM DESCRIPTION: 15
<br />CHECKED BY:
<br />AS BUILT BY:
<br />OF 17 SHEETS
<br />JOB NO.
<br />0005
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