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Reflector Sign -California Highway
<br />Code Type NR (24" x 24") 5'-6"
<br />1_ Wim meth I"
<br />3/8" galvanized 2• NOTES: Backfill with materials equal to or NOTES: 4"
<br />bolts k wash ero < M better than the existing pavement 2' -' 8
<br />at end I 2" Typ 1. One street sign is required and base in quality. New pavement 30' min.
<br />at each intersection. shall be 1" thicker than existing 1. All street lighting and
<br />MAIN 2. Block numbers are to be acquired pavement, minimum of 0.25 feet. appurtenances shall conform Top of curb m I �6• �I I~e
<br />l I; ;o 'Y ST from the San Joaquin County New base shall be 1" thicker than to P.G.&E. Standards and
<br />100 E Community Developement Department. existing base, minimum of 0.5 feet. Specifications. Flowlins of TSECTION A -A
<br />io 3. See improvement plana for 2. Street light locations at gutter Expansion
<br />• , I `Y location of traffic control devices. .. (nteraecttona shall be a roved Ex ansion Jolpa
<br />I• I I• I ` ,� 1 2" R t ' Existing L PP P
<br />♦ / (yp) N M m 4. The length of the street sign Pavement ,Q b S.J. Co. Department of joint
<br />I varies due to the length of 6" Mi �..I u Public Works. Win mesh
<br />Reflectoro symmetrically iv '� the street name. (Typ,r' I 6" f` 6" 6" Min. = 3. Street lights shall be energized
<br />placed 12• f D.C. TYPICAL STREET SIGN (Typ•)
<br />5. See Standard Drawing No. R-23 for c Prior to County acceptance ofLJ
<br />proposed sidewalk sign locations. the improvements. Advance Lip of gutter Catchbaain assembly to be set
<br />:.:..
<br />\�\\\� Compact in 12" max. ° arran ements shall be made y
<br />6"x6" dense 6. Stop signs shall be 30" for urban 3' 0" layers to a min. relative 3' 0" 1" below flow line of gutter
<br />2"x8" select grade structural grade areas and for internal subdivision \ compaction of 95x• with .G.dcE. to either install
<br />Dou la° Fir surfaced Redwood, treated + I streets; 36" for rural areas and under pavement and ¢ the street lights, or agree to PLAN
<br />g I 90% otside pavement. Variable E accept them for operation and SECTION B -B
<br />four aides. Hemlock or treated N for streets which intersect County P t maintenance under their LS1
<br />Douglas Fir surfaced roadways, also to be preceded by R/W o
<br />12' Max. a W17, 36" ata ahead sin with Variable Compact in 24" max. z rate schedule after installation. Sidewalk
<br />four Bides. P Q P 9" 4" throat
<br />Event Spaced appropriate pavement markings. �. layers to a min. relative : Close E" 12" Min 24"
<br />�24"moi
<br />Y P If ff MAIN ST p compaction of 85x. OD+12" 1
<br />TYPE A too E Y ...... B A-� FRONT VIEW
<br />0.0./2 Compact in 8" lass
<br />o a mtnimu 4'
<br />3 1.5' 1' 10' P.U.E. N
<br />compaction o �1 MIN. W 1/2 "die.
<br />Reflective Sign -Calif. Hwy. 0 bolt +.,. C
<br />g 1" 10" Min. O.D. 10" Min. 10" Min. O.D. 10" Min.
<br />Code W31, 30" Size 2' clear to ><
<br />Center on Barricade. ° O.D. O.D. Y Construct cut-off v Bose to hold x
<br />edge of E Edge of pavement FACE OF grate in place o wall around the W
<br />$<<E VHS
<br />pavement N or back of dike + 20" Min. + 20" Min. CURB E E GRATE entire perimeter
<br />-ClifRIGID CONDUIT FLEXIBLE CONDUIT z4" die. cone. 12" diaCode W31 Stop and street pipe 5(see note Iain•S= .01 min.Toe of
<br />LOCAL RESIDENTIAL AND channel slope
<br />END °d (30" x 307 sign location COLLECTOR RESIDENTIAL �{ 25 1/2"
<br />+3'-6" (4'-6'� 6' rural 12' .i;•s;.};?s};.t I
<br />T urban •:: � -]
<br />to edge of pavement NOTES: '•z'x'•`'•}'•''•t'•''•''••� B TOP VIEW '4
<br />Boss
<br />1. Relative compaction of materials shall be tested In accordance with R/W R/W 3• 33" V-8"min.
<br />Sign -Calif Hwy wj the State of California, Dept. of Transportation Testing Manuals, test Miter cut pipe .. ....... .
<br />CENTER REFLECTOR a Code Type NR 0 2' clear method No. California 216 or 23,. W SECTION to fit flush
<br />TI 6' Y with slope
<br />r> » (24" x 24") 2. All existing pavement shall be neat) cut to line prior to trench excavation.
<br />FOR TYPE A BARRICADE z• I. D. ° P y P y �In NOTES:
<br />STOP AND STREET SIGN 3. Jetting or ponding will be permitted within the street Right of way with
<br />4"x4" Redwood galv. pipe a 3 year bond. 3 0:0 1. All exposed steel shall be dipped with Match channel aide elope
<br />LOCATION DETAIL I pp PLAN OF FRAME 2'
<br />or pressure treated 4. When shown by soil composition and compactablli ninety psrosnt (90%) W W cYi 2 coats of coal tar pitch heated to a
<br />rO 10"flatten pipe 0 minimum of 180' or galvanized. Wire mesh
<br />NOTES Douglas Fir poet compaction may be used, when approved by the lreator of Public Works. � 9 6'-0"
<br />`� or 2" I. D. adv. • In URBAN Locations 2' x 2. Grote, frame and side Inlet shall conform to W = 6'-0" minimum
<br />9 S. Special bedding requirements may be shown on the plans or specified In AIN 4' 6' South Ba Foundry A-845 frame with either A-390
<br />1. Barricades to be as wide as street R/W 1 pipe 3'-6" or more to face of poet special provisions. MIN. MIN. MIN. rivited oryA-390-M fabricated steel grate. rsolop,
<br />s of channel W = 2 x pipe die. (3' to 6')
<br />2. Barricades to be painted white using 2 9r OS TYPICAL STOP AND STREET In RURAL Locations 6. Shoulders shall be as shown on the plans or specified In the special 3. Grate shall be chained to frame. NOTE: 1. Use close "B" concrete or
<br />coots of "Exterior Alkyd Resin Hi -Gloss TYPE B SIGN INSTALLATION 4'-6" or more to face of post provisions but in no case shall the shoulder be less than three feet wide 4. Grate shall be depressed 1" below gutter T' grouted cobbles as specified.
<br />Enamel" over a compatible primer. as measured from the edge of pavement. LOCAL AN RURAL ROADS profile grade. 2' min.. - 2. 6x6x10 go. wire mesh
<br />Cul -de -Sac only 5. 24" pipe barrel shall be close II R.C.P., or 8"
<br />INDUSTRIAL class2 or 3 non -reinforced concrete pipe. 1_ SECTION C -C throughout concrete
<br />by Al
<br />"` "" ° BARRICADES FOR ""M"" "° "" ""`'° " �"' " STREET LIGHTING r eM"a r TYPE 1 �` ave" ey
<br />EROSION CONTROL "" "
<br />STANDARD STREET �,,�
<br />TERMINATING STREETS "w'a' n °D TYPICAL TRENCH BACKFILL M n POLES AND SYMBOLS CURB INLET CATCHBASIN PIPE DISCHARGE
<br />SIGN DETAILS
<br />o." r JLD e� r JLD s.. r JLD Ia• r JLD a"" r JLD aa. r JLD
<br />err
<br />by COUNTY OF SAN JOAQUIN o•r JUNE 1997 Or+•a r COUNTY OF SAN JOAQUIN e•�• JUNE 1997 •�+� r COUNTY OF SAN JOAQUIN o.�. JUNE 1997 =•+� r COUNTY OF SAN JOAQUIN �•• JUNE 1997 a.+.. r COUNTY OF SAN JOAQUIN o.w SEPT. 1991 �••++ r oat• JUNE 1997
<br />••+ NONE oorsnn,r o "*10'0AO ow"a Ne. R-24 er. NONE Osaeeer 01 "°IDIOM' ue.ns xw R-25 er �1 _ save eoeo asenren ar weue sass oawer�r o neic , COUNTY OF SAN JOAQUIN
<br />NONE ow.ws x> R-29 .,r NONE esti e• R _ er NON IiwYa + D - 13 ••+ NONE D-22
<br />e Sampler Housing: Position samplerExcept inside
<br />B housing so door opening is towards 1/4" plate steel grind edge of
<br />Rip -Rap swole street. Sampler is to be located 18" all outside edges smooth. housing 1/8
<br />.�- behind sidewalk or 6' behind curb Except inside
<br />Fence
<br />( or edge of pavement where edge of door 1/8
<br />8' 2' no sidewalk.
<br />�i 4:1 max. I h Concrete footing, non Door shown in Gooseneck liquid dispensing assembly, Harrington 1261MFI
<br />a a a a 2000 psi min. partially ion open or equivalent 3/8" pvc Bch. 80 gooseneck, pe threaded
<br />&4!
<br />2000 psi concrete position. tum Ball valor, pvc, 150 psi rating, 1/2" pipe threaded
<br />4:1 entrance end
<br />max.' 8" mMain sampler
<br />SU m i housing Ground all outside 1/4" Thick steel top plate
<br />tyPRadius, -�' 3 S 8' R zo 0 1/2" edges smooth 1/8
<br />SECTION A -A 3• A • A a cFi 1/4" Typ.
<br />R y1/2" R
<br /># M NU 1/2" Typ. Slope concrete away
<br />c 1y 1 x a D \ 1/2 from sampler at
<br />(- ;T PLAN VIEW 1/2" 40:1 on all sides. 1/2"0 drain hole
<br />E 1/2" PATTERN LETTERS a a p 1/8" thick steel base plate DOOR LATCH DETAILS
<br />< COVER 1/2"X1 FRAME at bottom of door NOTE: Padlock not shown w• '
<br />LIFT io
<br />10' min. HOLE \ 1/8 Maximum allowable space
<br />Erosion control MACHINED 'n Typ. each 1 between sampler housing o,,.
<br />pipe discharge A jII A SEATING -� 1" g aide 1/8 2-4 and door 1/18" on all E
<br />See Std. Dwg. 1 SURFACES -r °idea, except hinge aide E e v C vw 3/4"-1/4 turn pvc ball
<br />No. D-22. � 1 •C valve, 150 psi rating
<br />N PLAN VIEW 45? E e P I n`
<br />B' chain link fence '� MACHINED - -
<br />5' with plastic elate 20" SEATING C v
<br />f R' -R I /4 SURFACES See detail above e•w A w
<br />1" I 1 1/4" 3/4"
<br />-{
<br />iP ap swae
<br />a
<br />'I
<br />�'^
<br />�` 1/8"
<br />1 1/2"
<br />4:1 max.
<br />2�
<br />L
<br />Double ,
<br />DIAMETER
<br />1 1/4"
<br />3 1/
<br />1/4"f inside die. sized for #5
<br />R/W
<br />N
<br />gates
<br />-y 1-1 3/8 2 --•I I• -5/B"
<br />'Master Lock" shank (padlock
<br />E
<br />Sidewalk
<br />SECTION A -A
<br />,/8"
<br />2"
<br />not shown)
<br />18 1/4" -�
<br />3/4" sch. 80 pvc pipe
<br />parsing 18'
<br />NOTES:
<br />22 1/4"
<br />1 1/2"
<br />1.
<br />FRAME AND COVER SMALL BE MANUFACTURED OF CAST IRON
<br />NOTES:
<br />SECTION A -A
<br />Double strap saddle -
<br />CONFORMING TO ASTM A -48 -CLASS 30.
<br />1.
<br />FRAME k GRATE SHALL BE MANUFACTURED OF CAST IRON CONFORMING
<br />Flat butt steel hinge Sampler housing e(1 nominal
<br />tap for a FS top.
<br />Ford type FS202
<br />Drain manhole
<br />NOTE :
<br />2.
<br />FRAME AND COVER SHALL BE HS20-44 RATED.
<br />TO ASTM A-48-30.
<br />running the length of 10.25ts�d., 0.2ptP waall thickness).
<br />5
<br />Drain system
<br />Size of basin and depth
<br />2.
<br />FRAME AND GRATE SHALL BE HS20-44 RATED.
<br />the door. 1 4 in,
<br />/ P
<br />determined b y
<br />3.
<br />FRAME SHALL WEIGH APPROX. 22 LBS.
<br />3.
<br />FRAME SHALL WEIGH APPROXI 65 LBS.
<br />1/8" casing and bracket.
<br />Water distribution
<br />h ra
<br />hydraulic calculation
<br />y
<br />COVER SHALL WEIGH APPROX. 7 LBS.
<br />4.
<br />GRATE SHALL WEIGH APPROX. 78 LBS.
<br />NOTES:
<br />main (size and
<br />L+I
<br />4.
<br />FRAME AND COVER SHALL BE COATED WITH BITUMINOUS MATERIAL
<br />5.
<br />GRATE SHALL BE CHAINED TO FRAME WITH 18" OF 1/4- HEAT-TREATED CHAIN
<br />/
<br />1.
<br />Interior and exterior shall be spray painted with CR -1 coating prior to installation.
<br />location varies)
<br />Manhole
<br />CONFORMING TO A.W.WA. C203.
<br />8.
<br />MAY BE USED IN RIGHT OF WAY WHERE APPROVED BY GOVERNING AGENCY.
<br />Color shall be silver and approved by the Engineer. One exterior finish coat shall
<br />5.
<br />COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND COVER.
<br />7.
<br />COUNTRY OF ORIGIN AND MANUFACTURER SHALL BE CAST INTO FRAME AND GRATE.
<br />be applied after installation.
<br />®
<br />1/4" X 6" U SOLT CAST INTO GRATE AND FRAME
<br />2.
<br />Contractor shall provide one padlock for each sampling tap as approved b the owner.
<br />STANDARD
<br />by
<br />REVISION
<br />DATE
<br />COUNTYWIDE IMPROVEMENT STANDARDS
<br />APPROVED
<br />REVISION
<br />1
<br />DATE
<br />COUNTYWIDE IMPROVEMENT STANDARD
<br />By"`
<br />•+`� +
<br />.+. r
<br />COMMUNITY
<br />COUNTY OF SAN JOAQUIN
<br />COUNTY OF SAN JOAQUIN
<br />BACTERIOLOGICAL SAMPLING TAP
<br />RETENTION BASIN
<br />PaLSAN
<br />SURVEY MONUMENT
<br />JOAOUIN COUNTY DATE
<br />naTms ar rrsuc wawa
<br />18„ STORM DRAIN INLET
<br />SAN JOAA AN COUNTY DATE
<br />assess OF wlRlc aoela
<br />e...w JLD
<br />1i•"""`
<br />COUNTY OF SAN JOAQUIN
<br />00i JUNE 1997
<br />FRAME & COVER
<br />IMPROVEMENT -Mt
<br />FRAME & GRATE
<br />IMPROVEMENT GW -M7
<br />ea. r BCD
<br />e". r BCD
<br />a,�.r,r
<br />COUNTY OF SAN JOAQUIN
<br />a+• SEPT. 1991
<br />�+•'r
<br />•+ NONE
<br />aeweroe araneaq
<br />p••ae x. D-24
<br />STANDARD N0.
<br />STANDARD NO.
<br />er
<br />NONE
<br />raweexwweeae
<br />6"4 ft w - a.,
<br />Nr NONE
<br />1/2- gravel loosely packed
<br />3/4" corporation stop.
<br />Ford type F1002 to be
<br />compatible w/saddle tap.
<br />BACTERIOLOGICAL
<br />SAMPLING TAP SECTION
<br />- r B(
<br />COUNTY OF SAN JQAQUIN 0a SEPT. 1991 ei'_r
<br />IPVWMNrw,Ise Bas ION" W - Rh r;; -NO
<br />1/8" thk. base plate
<br />Door (open position)
<br />1/2" union Lock nut
<br />Sampler housing
<br />1/2"x3/4" reducer 3/4" sch. 80 pvc pipe
<br />BACTERIOLOGICAL
<br />SAMPLING TAP DETAIL
<br />COUNTY OF SAN JOAQUIN - SEPT. 19
<br />oewleew a worn sae IO=N e•. w -
<br />DI110N & 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. 2927
<br />CASTELLO ESTATES
<br />SAN JOAQUIN COUNTY STANDARD PLANS
<br />APRIL, 2000
<br />TRACY, CALIFORNIA
<br />REV. NO. DESCRIPTION DATE SCALE: N.T.S. BENCH MARK: EL: SHEET
<br />DRAWN BY: SH DESCRIPTION: 25
<br />DESIGNED BY: CD 30 SHEETS
<br />CHECKED BY: JOB NO.
<br />9877
<br />AS BUILT BY: BH 11-03 CON. RLE eanroza
<br />
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