|
Reflective Sheeting Sign -California Highway
<br />- Code Type NR (24" x 24")
<br />3/8" galvanized 2 -
<br />bolts & washers at end
<br />I
<br />Reflectors symmetrically ry
<br />placed 72' t O.C.
<br />6'xc dense
<br />Douglas
<br />select grade structural grade ,vaI
<br />Douglas Fl. surfaced Redwood, treated ? I
<br />four aides. Hemlock or treatetl iv
<br />Douglas Flr surtaced - -�
<br />12' Max. four sides,.
<br />Evenly Spaced
<br />TYPE "A"
<br />Reflective Sheeting Sign -Calif. Hwy.
<br />Code W31, 30' Size rE'�N
<br />Center on
<br />Barricade. O
<br />_ Reflective Sreeti,
<br />$ Sign --Calif
<br />Hwy Code W31
<br />NI n $ (30" x 30")
<br />NOTES: Reflective Sheeting Sign- 5'-6" --
<br />Reflective Sheeting Sign- State of California Highway L" Wiro mesh
<br />See Note 7 � 1. One street sign is required State of California Highway Code W -5T (24"x48")1771 NOTES: y 30' min. 1
<br />r m
<br />at each intersection. 4*0000,�
<br />Code SW -57 (30"x 307
<br />-2" Typ. 2. Block numbers are to be acquired1. All street lighting and -
<br />Ce -
<br />train the San Joaquin County `� appurtenances shall conform Top of curb -
<br />M A I N ST Community Developement Department. to P.G.&E. Standards and - -_
<br />`v 3. See improvement plans far " SIGNS Specifications. Flawline of SECTION A -A
<br />loos;- y_J
<br />nsion
<br />location of traffic control devices. 2. Stroet light locations at gutter - nt1. Signe shall be posted on 2' x 2' intersect Ions shall be a, roved Ex anaion 4. The length of the street sign v F P P i varies due to the length of Square Perforated Steel Tubing With P a D S.J. Co. Department of jointWire meahTfl�1/2' R (typ) " T the atroet name. Penetrator Anchor. 'Y iPaplic Warks.5. See Standard Drawing No. R-23 for 2. Stop sign sizes shall be 30" for m 3. Street lights shall Ibe energizedzT
<br />proposed sidewalk sign locations. in urban areas and 36" for rural areas. c prior to County acceptance of LI of utter - `
<br />TYPICAL STREET SIGN 6. Stop signs shall be 30" for urban 3. Sign -State of Calif. Hwy. Code Ma improvements. Advance p 9 Catchbasin assembly to be set J
<br />areas and for internal subtlivision SW -43 shall be posted at curves 'o arrangements shall be matle l" below (flow lune of gutter
<br />streets; 36" for rural areas and when needed. f with F.G.&E. to install the
<br />for streets which intersect County - street light.. (PLAN SECTION B -B
<br />e pwelNA roadways, also to be preceded by € _
<br />I-42 won a W17, 36" atop aheatl sign with %� Reflective Sheeting Sign- o R/W i Sidewalk 9 4" throat
<br />See Note 7 appropriate pavement marongs. W. -
<br />State of Califomia H'IPhwayy �2" Min. _opening r24"� B
<br />ST 7. Use the following for terminal streets ry Code "Type N -Y (24 x 24") < 1 / +, A --i
<br />MAIN 100 ] leas than 300 feet in length; symbol ► t - '
<br />always toward cul-de-sac. 4'
<br />T INTERSECTION SIGN 3 1.5' 0' P.U.E.
<br />MIN. •i•- 1/2 tli�. •,• ,n
<br />ifad, 3.m' (post across from intersection) --c `\ N o bolt C
<br />door to wens bodVersel >iE TT� :a Boss to hold `E GRATE.
<br />e of T O P E ^ T T f•T 1 FACE OF" ai; grate in Place E E
<br />ement NOTA CURB
<br />Y-6.m'�F `° `o THROUGH =J--�- 24^ dia. cont.
<br />UpnwM STREET pipe (see note 12" tlia.
<br />min.
<br />Pers,�»W - N LI LANE REDUCTION LOCAL RESIDENTIAL AND a. s) s= .o'I min.
<br />Ed e of pavement Sign -State of Calif.
<br />Edge C to o (24'. SIGNING O IF TOC LC R RESIDENTV't /
<br />FRONT VIEW
<br />J
<br />or back of dike Hwy. Ode x 12"
<br />or as required by the 16"
<br />the lane reduction sttgn �'�'`^ B� TOP VIEW A T
<br />Type A barricade R R )• Boss 33 V-6"min.
<br />de to be placed on a 3'
<br />th Type N -Y signs Miter cut Ips
<br />�tiv I trc rctr tt I vlc _ - a). SECTION - 11 wi Rt open
<br />---- (24' x 24") " iv _ i° m (cwtws s.J. aaulAY T•wk 2. Place Close 1 flexible poet 6 --' Y. with elope
<br />x ffi NOTES:.
<br />2' clear Mollxmawe aMMon delineatoro (Cal Trona A73C) ata 4.
<br />FOR TYPE "A" BARRICADE j sea) ae wma o , taper preceding the Match =Mnn•I •id• •IOFB
<br />--- 3 1. All ex osed steel shall be dipped with �2'
<br />2' x 2• wdwaeee Sww z• x z' wo s/ I'arbAwa Fer 7pprpwa Ust a ymaaw) Type A barricade minimum of ui u: GP PLAN OF FRAME
<br />swag abM TaN,q wwint, Tas Mahw STOP AND STREET SIGN rP ( 4 2 cos s of coal tar pitch healed to a ® -Wire mean
<br />;p
<br />(convent
<br />sj. vat>.vxrwr (co,nrn yl �• rAmc \� 5 delineators). o minimum of 780 si galvanized.-
<br />aamnae.awroraaa ,„„„„,tee New. LOCATION DETAIL � � z. Gate, fame and dde inlet anon conform to W - 6'-0' minimum
<br />NOTES" waNern. oMaba io 3. Pavement lame reduction .mows. p• 4B" x 4• 8 ry
<br />(20p) pay izmeppewaux a) + In URBAN Locations \ 4. W 11, transition sign. MIN. MIN. MIN. dvited o�yAF390-M tabwtatl ste-645 frame elit9raeiteher A-390 Slo�f channel W - 2 x pipe dia. (3' to 6')
<br />1. Barricades to be as wide as street R/W �_ Few Appmra Uri or veMwe) 3'-6" or more to face of post iv 3. Grate shall be chained to frame. NOTE: 1. Use Ines "8' concrete or
<br />2. Barricades to be painted white using z „ „ TYPICAL STOP AND STREET In RURAL Locations �. 4. Grate shall be depressed ," below gutter -(--: grouted cobbles as aped6etl.
<br />coats of 'Exterior Alkyd Resin Hi -Gloss TYPE B profile grade. 2' 2. 6x8xl0 ga. who mesh
<br />Enamel" over a compatible primer. SIGN INSTALLATION 4'-6" or more to face of post LOCAL COMMERCIAL AND RURAL ROA05 5. 2$ pippe barrel shall be class II R.C.V. or L-' 6 SECTION C -C throughout concrete
<br />Cul--de-Soc only TYPICAL SIGN JUQU031,AI. class 2 or 3 non-roinforced concrete pipe.
<br />°" r w "r "~w """ EROSION CONTROL re
<br />BARRICADES FOR �waew n w M r STREET LIGHTING - w TYPE 1
<br />fir, 1. ro STANDARD STREET TRAFFIC SIGNS �'�`� ' .ae ,Ne pp
<br />a w,.aaw a. TERMINATING STREETS «� « 2 •-°•-. aN SIGN DETAILS POLES AND SYMBOLS _,r JLD CURB INLET CATCHBASIN w_r JLD PIPE DISCHAR'.GE
<br />JlD �.r JlD e.., r JLD -_-- °� r JLD -- ---
<br />:J'-
<br />w.rrr COUNTY OF SAN JOAQUIN a°'° JUNE 1997 r-w.r COUNTY OF SAN JOAQUIN a«° JUNE 1997 •...rr COUNTY OF SAN JOAQUIN °" JUNE 1997 w.rrr COUNTY OF SAN JOAQUIN °" JUNE 1997 _ .a COUNTY OF SAN JOAQUIN = SEPT. 1991 w.°.ea COUNTY OF SAN JOAQUIN °=JUNE 199
<br />NONE pewee x. R-24 NONE w°aa w R-25 NONE e�^r- R =26 NONE ei"wr "• R - 32 NONE a••ev x. D - 13 NONE iw°.r,e xa D-22
<br />wrww ease go
<br />t'neide -
<br />e Sampler Housing: Position sampler P
<br />B housing so door opening is towards all o plate steel smorind etlge of 1/8
<br />Backfill with materials equal to or street. Sampler is to be located 18' all outside edges smooth. housing better than the existingg pavement behind sidewalk or 6' behind curb Except inside�
<br />and base ,n quality. Rew pavement �--� or edge of pavement where edge of door 1/8 � -
<br />shall be 1" thicker than existing no sidewalk. Gooseneck liquid dispensing proximity, Harringyton #:261MFI
<br />vavement, minimum of 0.25 feet. - 3/
<br />New base shall be 1' thicker than e/S
<br />Concrete footing, non Door shown In or equivalent 3/8" pvc sch. 80 gooseneck, 8-1/4
<br />existing base. minimum9 of 0.5 feel 4 % reinforced min. partially open turn Ball vaMe, pvc. 150 pat ratings. 1/2'" pipe threaded
<br />2000 psi concrete position. entrance end
<br />Existin m Main •am lerPavement Ira i housing p edges smoothtsitle 1/4" Thick stxl top plate
<br />6' Min. --I6"yp 6-- r3(TYOFI) 3 5 R tt
<br />^ lJ LJ I ra \ / yp" \ /e act Ian tY max A a w 1/2" R Slope concrete away Y7
<br />3''-0' la to In. relative --
<br />\ compaction of 93X* 1 M NU L �� 1 2" T
<br />oder pavement and 901% outride povement Variable � PLAN VIEW 1/2 from sampler a
<br />i 1/2" 40:1 on all aides. -1/2'0 drain hole
<br />Variable Compact in 24' max. IIrIII
<br />i layers to a min. rolativ, a a I I p 1/8" thick steel base plate DOOR LATCH DETAILS
<br />OO' compaction of 855. OD+12" 1/2" PATTERN LETTERS IIIJJJ -
<br />O.D./2 Compact in 6' la P COVER / 7 at bottom of door -
<br />1 2'%1" FRAME- NOTE: Padlock not shown
<br />to a m6Amum e 'O1 / \Ja a• p + • v '�
<br />compac'on of HO in '/8 Maximum allowable apace -
<br />10" Min. O.D. 10' Min. 10' Min. O.D. 10" Min. MACHINED \ 'n = aid. each 1 between sampler n all P. by c
<br />\ _ e
<br />aide ii let -4 and door 1/16" on all E
<br />SEATING \ 1" I B r sedan, except hinge side A v a p 3/4"-1/4 turn pvc ball
<br />O.D. 0.0, SURFACES
<br />E ' valve, 150 psi rating 'o
<br />T pr A i
<br />+ 20" Min. + 20" Min. I n PLAN VIEW MACHINED -- 45'1 E A' ? n > \
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />20" --- SEATING See detail above p
<br />�J �.l I� _ SURFACES w A
<br />/4 � r 7 I I I I 1/4" I �3!4 1/8.1\ 1 1/2" �
<br />2" 2 1/2, 1 1 I T ♦ ui9 Door (open position)
<br />r o._
<br />NOTES 1
<br />1/2- 3 1 '-a e
<br />/ 1/$d: inside dia. sizes for /5 /� 1/2" gravel loosely packed 1/2" union
<br />1. Relative competition bM
<br />fion of materials shall allad In aecoanea with DIAMETER 1 1/ <" � I -A 3/8 2 --1 [--5 8' Master Lock" shank (padlock
<br />Ne State of California, Dept. of Transportation Testing Manuals, test 1 8"' 2- not shown) 3/4" ch. eo pvc pipe
<br />method No. California 216 or 231. SECTION A -A / -18 1/4^� s
<br />2. All existing pavement shall be neatly cut to Tina prior to french excavation. �.-- 22 1/4" --I- 1 1/2"
<br />3. J•Ifing or ponding will be permitted within the street Right of Way with NOTES: NOTES:
<br />a 3 year bond.. 1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON SECTION A -A Double strap sop.
<br />CONFORMING TO ASTM A -48 -CUSS 30, 1. FRAME & GRATE SHALL BE MANUFACTURED OF CAST IRON CONFORMING Flat butt stop hinge Sampler housing all nominal tap for a FS tap.
<br />4. When shown by soil used, when
<br />and approved
<br />by tthe D, ctor percent (90%) runningthe length of diameter steal pip wall the o.d. Ford type F<,i202
<br />compaction may be used, when apProvad by Ib Director of Public arks. 2. FRAME AND COVER SHALL BE HS20-44 RATED. TO ASTM A-48-30. the dor. 1/4 n. 10.25" i.d., 0.25 wall thickness).
<br />2. FRAME AND GRATE SWILL BE H 5 LBS. RATED. 1/8" casing and bracket.
<br />5. Spacial padding raquinmanh may be shown on the plans or specified in 3. FRAME SHALL WEIGH APPROX. 22 LBS. 3. FRAME SHALL WEIGH APPROX: 6s LBS. Water distribution -
<br />special provisions. COVER SHALL WEIGH APPROX. 7 LBS.
<br />6. Shoulders shall be as shown on the plans or specified In the special 4. GRATE SHALL WEIGH APPROX. 78 LBS. NOTES: main size and
<br />provisions but in no case shall the shoulder be less than three feet wide 4. FRA61E ANID COVER SHALL BE COATED WITH BITUMINOUS MATERIAL 5. CRATE SHALL BE: CHAINED TO FRAME WITH 18" OF 1/4" HEAT-TREATED CHAIN 1. Interior and exterior shall be spray painted with CR -1 coating prior to installation. location varies)
<br />as measured from the edge of pavement. CONFORMING TO A.W.WA. C203. 6. MAY BE USED IN RIGHT OF WAY WHERE APPROVED BY GOVERNING AGENCY. Color shall be silver and approved by 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 />MI 1/4' X 6" U BOLT CAST INTO GRATE AND FRAME 2. Contractor shall provide one padlock for each sampling tap as approved b the owner.
<br />r --_-- rr-ed 1_Z_ vim_- r
<br />ritw 'p"^'1 ^' 6EYI90N WTE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED aLVBI9N 6xTE COUNTYWIDE IMPROVEMENT STANDARDS F. 1ppe PD TYPICAL TRENCH BACKFILL - - COUNTY QF SAN JOAQUIN COUNTY OF SAN JOAQUIN - BACTERIOLOGICAL SAMPLING TAP = w.
<br />aWl JOAaUN COUNTY MTESM' JaaaUIN CaIINn' WTE
<br />SURVEY MONUMENT 18" STORM DRAIN INLET arec,ol,aFwuc +w+.a BCD
<br />sew IMPROVEMENT CW_M7 -C . COUNTY OF SAN JOAQUIN er. SEPT. 1991 _i., BCD
<br />w.ra COUNTY OF SAN JOAQUIN JUNE 1997 -- FRAME & COVER CW -M, FRAME & GRATE IMPROVEMENT
<br />... unur ��« °•r• a°we w. R-29 STANDARD N0. STANDARD NO. NONE- rrre" W _ 6. NONE
<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 ONES
<br />PLEASE CALL. PG&E O 800-743-5000
<br />BACTERIOLOGICAL.
<br />SAMPLING TAP SECTION
<br />COUNTY OF SAN JOAQUIN
<br />3/4" corporation stop. Sampler no
<br />Ford type F1002 to be
<br />compatible w/saddle tap. 1/2"x3/4"
<br />BACTERIOLOGICAL
<br />SAMPLING TAP DETAIL
<br />COUNTY OF SAN JOAQUIN
<br />1/8" thk. box plate
<br />Lock nut
<br />3/4" sch. 80 pvc pipe
<br />Iw w_
<br />DILLON & MURPHY
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING • PLANNING • SURVEYING
<br />1620 W. KETTLEMAN LANE, SUITE E, LOD), CALIFORNIA 95242 (209) 334-6613
<br />IMPROVEMENT PLANS FOR TRACT NO. 3422
<br />CARBONA STATION
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />NOVEMBER, 2004
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />DATE SCALE: N.T.S. BENCH MARK:--. EL: -_ SHEET
<br />DRAWN BY: LM DESCRIPTION: 22
<br />_ DESIGNED BY: OF 24 SHEETS
<br />CHECKED BY: JOB NO.
<br />--t--- 0005
<br />AS BUILT BY,:
<br />cut-off
<br />Construct
<br />all arouM the
<br />v
<br />entire Perimeter
<br />Toe of
<br />channel slope
<br />or back of dike Hwy. Ode x 12"
<br />or as required by the 16"
<br />the lane reduction sttgn �'�'`^ B� TOP VIEW A T
<br />Type A barricade R R )• Boss 33 V-6"min.
<br />de to be placed on a 3'
<br />th Type N -Y signs Miter cut Ips
<br />�tiv I trc rctr tt I vlc _ - a). SECTION - 11 wi Rt open
<br />---- (24' x 24") " iv _ i° m (cwtws s.J. aaulAY T•wk 2. Place Close 1 flexible poet 6 --' Y. with elope
<br />x ffi NOTES:.
<br />2' clear Mollxmawe aMMon delineatoro (Cal Trona A73C) ata 4.
<br />FOR TYPE "A" BARRICADE j sea) ae wma o , taper preceding the Match =Mnn•I •id• •IOFB
<br />--- 3 1. All ex osed steel shall be dipped with �2'
<br />2' x 2• wdwaeee Sww z• x z' wo s/ I'arbAwa Fer 7pprpwa Ust a ymaaw) Type A barricade minimum of ui u: GP PLAN OF FRAME
<br />swag abM TaN,q wwint, Tas Mahw STOP AND STREET SIGN rP ( 4 2 cos s of coal tar pitch healed to a ® -Wire mean
<br />;p
<br />(convent
<br />sj. vat>.vxrwr (co,nrn yl �• rAmc \� 5 delineators). o minimum of 780 si galvanized.-
<br />aamnae.awroraaa ,„„„„,tee New. LOCATION DETAIL � � z. Gate, fame and dde inlet anon conform to W - 6'-0' minimum
<br />NOTES" waNern. oMaba io 3. Pavement lame reduction .mows. p• 4B" x 4• 8 ry
<br />(20p) pay izmeppewaux a) + In URBAN Locations \ 4. W 11, transition sign. MIN. MIN. MIN. dvited o�yAF390-M tabwtatl ste-645 frame elit9raeiteher A-390 Slo�f channel W - 2 x pipe dia. (3' to 6')
<br />1. Barricades to be as wide as street R/W �_ Few Appmra Uri or veMwe) 3'-6" or more to face of post iv 3. Grate shall be chained to frame. NOTE: 1. Use Ines "8' concrete or
<br />2. Barricades to be painted white using z „ „ TYPICAL STOP AND STREET In RURAL Locations �. 4. Grate shall be depressed ," below gutter -(--: grouted cobbles as aped6etl.
<br />coats of 'Exterior Alkyd Resin Hi -Gloss TYPE B profile grade. 2' 2. 6x8xl0 ga. who mesh
<br />Enamel" over a compatible primer. SIGN INSTALLATION 4'-6" or more to face of post LOCAL COMMERCIAL AND RURAL ROA05 5. 2$ pippe barrel shall be class II R.C.V. or L-' 6 SECTION C -C throughout concrete
<br />Cul--de-Soc only TYPICAL SIGN JUQU031,AI. class 2 or 3 non-roinforced concrete pipe.
<br />°" r w "r "~w """ EROSION CONTROL re
<br />BARRICADES FOR �waew n w M r STREET LIGHTING - w TYPE 1
<br />fir, 1. ro STANDARD STREET TRAFFIC SIGNS �'�`� ' .ae ,Ne pp
<br />a w,.aaw a. TERMINATING STREETS «� « 2 •-°•-. aN SIGN DETAILS POLES AND SYMBOLS _,r JLD CURB INLET CATCHBASIN w_r JLD PIPE DISCHAR'.GE
<br />JlD �.r JlD e.., r JLD -_-- °� r JLD -- ---
<br />:J'-
<br />w.rrr COUNTY OF SAN JOAQUIN a°'° JUNE 1997 r-w.r COUNTY OF SAN JOAQUIN a«° JUNE 1997 •...rr COUNTY OF SAN JOAQUIN °" JUNE 1997 w.rrr COUNTY OF SAN JOAQUIN °" JUNE 1997 _ .a COUNTY OF SAN JOAQUIN = SEPT. 1991 w.°.ea COUNTY OF SAN JOAQUIN °=JUNE 199
<br />NONE pewee x. R-24 NONE w°aa w R-25 NONE e�^r- R =26 NONE ei"wr "• R - 32 NONE a••ev x. D - 13 NONE iw°.r,e xa D-22
<br />wrww ease go
<br />t'neide -
<br />e Sampler Housing: Position sampler P
<br />B housing so door opening is towards all o plate steel smorind etlge of 1/8
<br />Backfill with materials equal to or street. Sampler is to be located 18' all outside edges smooth. housing better than the existingg pavement behind sidewalk or 6' behind curb Except inside�
<br />and base ,n quality. Rew pavement �--� or edge of pavement where edge of door 1/8 � -
<br />shall be 1" thicker than existing no sidewalk. Gooseneck liquid dispensing proximity, Harringyton #:261MFI
<br />vavement, minimum of 0.25 feet. - 3/
<br />New base shall be 1' thicker than e/S
<br />Concrete footing, non Door shown In or equivalent 3/8" pvc sch. 80 gooseneck, 8-1/4
<br />existing base. minimum9 of 0.5 feel 4 % reinforced min. partially open turn Ball vaMe, pvc. 150 pat ratings. 1/2'" pipe threaded
<br />2000 psi concrete position. entrance end
<br />Existin m Main •am lerPavement Ira i housing p edges smoothtsitle 1/4" Thick stxl top plate
<br />6' Min. --I6"yp 6-- r3(TYOFI) 3 5 R tt
<br />^ lJ LJ I ra \ / yp" \ /e act Ian tY max A a w 1/2" R Slope concrete away Y7
<br />3''-0' la to In. relative --
<br />\ compaction of 93X* 1 M NU L �� 1 2" T
<br />oder pavement and 901% outride povement Variable � PLAN VIEW 1/2 from sampler a
<br />i 1/2" 40:1 on all aides. -1/2'0 drain hole
<br />Variable Compact in 24' max. IIrIII
<br />i layers to a min. rolativ, a a I I p 1/8" thick steel base plate DOOR LATCH DETAILS
<br />OO' compaction of 855. OD+12" 1/2" PATTERN LETTERS IIIJJJ -
<br />O.D./2 Compact in 6' la P COVER / 7 at bottom of door -
<br />1 2'%1" FRAME- NOTE: Padlock not shown
<br />to a m6Amum e 'O1 / \Ja a• p + • v '�
<br />compac'on of HO in '/8 Maximum allowable apace -
<br />10" Min. O.D. 10' Min. 10' Min. O.D. 10" Min. MACHINED \ 'n = aid. each 1 between sampler n all P. by c
<br />\ _ e
<br />aide ii let -4 and door 1/16" on all E
<br />SEATING \ 1" I B r sedan, except hinge side A v a p 3/4"-1/4 turn pvc ball
<br />O.D. 0.0, SURFACES
<br />E ' valve, 150 psi rating 'o
<br />T pr A i
<br />+ 20" Min. + 20" Min. I n PLAN VIEW MACHINED -- 45'1 E A' ? n > \
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />20" --- SEATING See detail above p
<br />�J �.l I� _ SURFACES w A
<br />/4 � r 7 I I I I 1/4" I �3!4 1/8.1\ 1 1/2" �
<br />2" 2 1/2, 1 1 I T ♦ ui9 Door (open position)
<br />r o._
<br />NOTES 1
<br />1/2- 3 1 '-a e
<br />/ 1/$d: inside dia. sizes for /5 /� 1/2" gravel loosely packed 1/2" union
<br />1. Relative competition bM
<br />fion of materials shall allad In aecoanea with DIAMETER 1 1/ <" � I -A 3/8 2 --1 [--5 8' Master Lock" shank (padlock
<br />Ne State of California, Dept. of Transportation Testing Manuals, test 1 8"' 2- not shown) 3/4" ch. eo pvc pipe
<br />method No. California 216 or 231. SECTION A -A / -18 1/4^� s
<br />2. All existing pavement shall be neatly cut to Tina prior to french excavation. �.-- 22 1/4" --I- 1 1/2"
<br />3. J•Ifing or ponding will be permitted within the street Right of Way with NOTES: NOTES:
<br />a 3 year bond.. 1. FRAME AND COVER SHALL BE MANUFACTURED OF CAST IRON SECTION A -A Double strap sop.
<br />CONFORMING TO ASTM A -48 -CUSS 30, 1. FRAME & GRATE SHALL BE MANUFACTURED OF CAST IRON CONFORMING Flat butt stop hinge Sampler housing all nominal tap for a FS tap.
<br />4. When shown by soil used, when
<br />and approved
<br />by tthe D, ctor percent (90%) runningthe length of diameter steal pip wall the o.d. Ford type F<,i202
<br />compaction may be used, when apProvad by Ib Director of Public arks. 2. FRAME AND COVER SHALL BE HS20-44 RATED. TO ASTM A-48-30. the dor. 1/4 n. 10.25" i.d., 0.25 wall thickness).
<br />2. FRAME AND GRATE SWILL BE H 5 LBS. RATED. 1/8" casing and bracket.
<br />5. Spacial padding raquinmanh may be shown on the plans or specified in 3. FRAME SHALL WEIGH APPROX. 22 LBS. 3. FRAME SHALL WEIGH APPROX: 6s LBS. Water distribution -
<br />special provisions. COVER SHALL WEIGH APPROX. 7 LBS.
<br />6. Shoulders shall be as shown on the plans or specified In the special 4. GRATE SHALL WEIGH APPROX. 78 LBS. NOTES: main size and
<br />provisions but in no case shall the shoulder be less than three feet wide 4. FRA61E ANID COVER SHALL BE COATED WITH BITUMINOUS MATERIAL 5. CRATE SHALL BE: CHAINED TO FRAME WITH 18" OF 1/4" HEAT-TREATED CHAIN 1. Interior and exterior shall be spray painted with CR -1 coating prior to installation. location varies)
<br />as measured from the edge of pavement. CONFORMING TO A.W.WA. C203. 6. MAY BE USED IN RIGHT OF WAY WHERE APPROVED BY GOVERNING AGENCY. Color shall be silver and approved by 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 />MI 1/4' X 6" U BOLT CAST INTO GRATE AND FRAME 2. Contractor shall provide one padlock for each sampling tap as approved b the owner.
<br />r --_-- rr-ed 1_Z_ vim_- r
<br />ritw 'p"^'1 ^' 6EYI90N WTE COUNTYWIDE IMPROVEMENT STANDARDS APPROVED aLVBI9N 6xTE COUNTYWIDE IMPROVEMENT STANDARDS F. 1ppe PD TYPICAL TRENCH BACKFILL - - COUNTY QF SAN JOAQUIN COUNTY OF SAN JOAQUIN - BACTERIOLOGICAL SAMPLING TAP = w.
<br />aWl JOAaUN COUNTY MTESM' JaaaUIN CaIINn' WTE
<br />SURVEY MONUMENT 18" STORM DRAIN INLET arec,ol,aFwuc +w+.a BCD
<br />sew IMPROVEMENT CW_M7 -C . COUNTY OF SAN JOAQUIN er. SEPT. 1991 _i., BCD
<br />w.ra COUNTY OF SAN JOAQUIN JUNE 1997 -- FRAME & COVER CW -M, FRAME & GRATE IMPROVEMENT
<br />... unur ��« °•r• a°we w. R-29 STANDARD N0. STANDARD NO. NONE- rrre" W _ 6. NONE
<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 ONES
<br />PLEASE CALL. PG&E O 800-743-5000
<br />BACTERIOLOGICAL.
<br />SAMPLING TAP SECTION
<br />COUNTY OF SAN JOAQUIN
<br />3/4" corporation stop. Sampler no
<br />Ford type F1002 to be
<br />compatible w/saddle tap. 1/2"x3/4"
<br />BACTERIOLOGICAL
<br />SAMPLING TAP DETAIL
<br />COUNTY OF SAN JOAQUIN
<br />1/8" thk. box plate
<br />Lock nut
<br />3/4" sch. 80 pvc pipe
<br />Iw w_
<br />DILLON & MURPHY
<br />CONSULTING CIVIL ENGINEERS
<br />ENGINEERING • PLANNING • SURVEYING
<br />1620 W. KETTLEMAN LANE, SUITE E, LOD), CALIFORNIA 95242 (209) 334-6613
<br />IMPROVEMENT PLANS FOR TRACT NO. 3422
<br />CARBONA STATION
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />NOVEMBER, 2004
<br />SAN JOAQUIN COUNTY, CALIFORNIA
<br />DATE SCALE: N.T.S. BENCH MARK:--. EL: -_ SHEET
<br />DRAWN BY: LM DESCRIPTION: 22
<br />_ DESIGNED BY: OF 24 SHEETS
<br />CHECKED BY: JOB NO.
<br />--t--- 0005
<br />AS BUILT BY,:
<br />
|