|
NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />prior 2. All existing pavement shall be neatly cut to line p or to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with
<br />a 3 year bond.
<br />4. When shown by soil composition and compoctobility, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide
<br />as measured from the edge of pavement.
<br />Ne. Re DM BY A••reree by � L
<br />I Feb. 1996 PD TYPICAL TRENCH BACKFILLP, w1ft
<br />+ JLD
<br />+ COUNTY OF SAN JOAQUIN Der JUNE 1997
<br />Dew" NONE ooeeaofr toe tin arw:N ee. R-29
<br />FA(
<br />C
<br />LOCAL RESIDENTIAL AND
<br />COLLECTOR RESIDENTIAL
<br />R/IW
<br />- 6' I
<br />� Y 1
<br />NOTES:
<br />1. All street lighting and
<br />appurtenances shall conform
<br />to P.G.&E. Standards and
<br />Specifications.
<br />2. Street light locations at
<br />intersections shall be approved
<br />by S.J. Co. Department of
<br />Public Works.
<br />3. Street lights shall be energized
<br />prior to County acceptance of
<br />the improvements.
<br />Y P.U.E. --+--j
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />W
<br />b
<br />�U_
<br />a0
<br />W Y
<br />8'
<br />MIN.
<br />LOCAL COMMERCIAL AND RURAL ROADS
<br />INDUSTRIAL MODIFIED
<br />Ne fUNaO M
<br />ue fwr ,< STREET LIGHTING
<br />POLES AND SYMBOLS
<br />D....
<br />by JLD
<br />a.rr • COUNTY OF SAN JOAQUIN Dr JUNE 1997
<br />ee.r NONE ®wmoR ar nax aoee De+O Rx
<br />R/W
<br />Rip -Rap Swale
<br />Fence
<br />8'
<br />i 4:1 max. F II`
<br />4:1
<br />max.
<br />17 6"
<br />15' Radius,
<br />typ.
<br />SECTION A -A
<br />f-
<br />> 1 o
<br />E-' x
<br />a
<br />10' min.
<br />Erasion control
<br />pipe discharge A� A
<br />See Std. Dwg. 'I L_
<br />No. D-22.
<br />6' chain link fence '
<br />5' with plastic slats
<br />fRip -Rap swale
<br />ZII 4:1 max.
<br />Double
<br />R� a E II gates
<br />Sidewalk
<br />--� Min.
<br />�-opening 18'-"-I
<br />Drain manhole NOTE.
<br />Drain system Size of basin and depth
<br />to be determined by
<br />v
<br />hydraulic calculation
<br />in
<br />Manhole
<br />BY STANDARD "°""'ed"
<br />"w; `0 COMMUNITY
<br />�a JLD RETENTION BASIN
<br />COUNTY OF SAN JOAQUIN Dete JUNE 1997
<br />.. NONE enwrnofr n ruse .eeo Dee" Ne. D-24
<br />P. L.
<br />��:7��%•i ae eT>•ssr �jv v
<br />g
<br />10 JBY OWNER
<br />ILItl
<br />IIr
<br />%II,r ' !• • ' i
<br />12
<br />CERVICE
<br />n
<br />iADDLE W. CONCRETE OR
<br />BRICK BLOCKING
<br />CORPORATION
<br />STOP
<br />(NOT TO SCALE)
<br />NOTES:
<br />[11 1" DIA. MIN. LINE TO EACH LOT.
<br />2 SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP.
<br />90' COMP. x COMP. ELL., 'JAMES JONES' J-2610 W/J-2806 OR EQUAL.
<br />INSERTS MAY BE USED WHERE APPROVED BY AGENCY.
<br />Q3 METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND
<br />INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE METER AS
<br />PART OF THE CONNECTION FEE.
<br />GAPE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION.
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING.
<br />© METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />PRIOR APPROVAL OF THE AGENCY.
<br />�7. RADIO/TOUCH READ METER BOX PER AGENCY REQUIREMENTS.
<br />(ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.)
<br />8. APPURTENANCES PER AGENCY REQUIREMENTS.
<br />09 LOCATOR WIRE REQUIRED BY AGENCY.
<br />©0 BALL ANGLE METER STOP WITH LOCK LUG.
<br />(AFTER FLUSHING SERVICE INSTALL K SUPPLIED LOC SU LED BY AGENCY
<br />1 ©RADIO TOUCH READ PAD PER AGENCY REQUIREMENTS. ENTS. (PROVIDE AT LEAST 4 FEET OF WIRE.)
<br />© RADIOIREMOTE READ TRANSCEIVER PER AGENCY REQUIREMENTS. SUPPORTED BY
<br />1/2 SCH. 80 CONDUIT (24" MIN.) (PROVIDE 1" CLEARANCE BELOW LID)
<br />MXU CERTIFICATE MAY BE ACCEPTED BY AGENCY IN LEIU OF TRANSCEIVER INSTALLATION.
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS 'PSD By
<br />N t y a A zoos COUNTY OF SAN JOAQUIN
<br />No. 2 N w w/aler 200111 SAN JOAQUIN COUNTY DATE
<br />WATER SERVICE DOW" OF Pull eaRla
<br />INSTALLATION IMPROVEMENT CW -W8
<br />STANDARD NO.
<br />Reflective Sheeting Sign -California Highway
<br />Code Type NR (24" X 24")
<br />Sampler Housing: Position sampler Except inside
<br />housing so door opening is towards 1/4" plate steel grind edge of 1 8
<br />all outside edges smooth. housing / ( 10" 3 8 galvanized 2'
<br />street. Sampler is to be located 18" I bolts & washers a
<br />behind sidewalk or 6' behind curb Except inside at end
<br />or edge of pavement where edge of door 1/8
<br />no sidewalk. __ Gooseneck liquid dispensing assembly, Harrington /%261 MFI
<br />Concrete footing, non Door shown in or equivalent 3/8" pvc sch. 80 gooseneck, 3/8"-1/4 I
<br />-- ii ii
<br />reinforced min. partially open turn Ball valve, pvc, 150 psi rating, 1/2" pipe threaded
<br />2000 psi concrete position. entrance end
<br />v`
<br />Main sampler Ground all out 1/4" Thick steel top plate aj
<br />housing edges smooth Reflectors symmetrically
<br />7/2.. 10" 1/8 placed 12' t O.C.
<br />Typ.
<br />1/2" R 6"x6" dense
<br />1/2" Typ1/2 Slope concrete away c� 2"x8" select grade structural grade
<br />1/2" from sampler of Douglas Fir surfaced Redwood, treated a
<br />PLAN VIEW 1/2" 40:1 on all sides. 1/2"e drain hole four sides. Hemlock it treated
<br />Douglas Fir surfaced
<br />12' Max. four sides.
<br />1/8" thick steel base plate DOOR LATCH DETAILS `a
<br />at bottom of door / Evenly Spaced st sr
<br />NOTE: Padlock not shown \ \ TYPE A
<br />1/8 Maximum allowoble space \\ v v \ ^
<br />Typ. each 1^ between sampler housing \ /� c Reflective Sheeting Sign -Calif. Hwy.
<br />side 7 g 2-a and door 1/16" on all E �/ \ M _ Code W31, 30" Size
<br />/ sides, except hinge side �j E \\ e v , n' ��. 3/4"-1/4 turn pvc boll ct Center on Barricade. END' D
<br />iv .6\\ " v - Q _ //\ valve, 150 psi rating p
<br />45' E
<br />;,t _ n a �\ o Reflective Sheeting
<br />i Sign -Calif. Hwy.
<br />+ See detail above ' - \\\ t€ END w Code W31 rn
<br />�/ //�\� w 1/8" thk. base plate ¢ 3
<br />1 1/2" / ///\\//\\% ...\..\/ 11 /\ Door (open position) (30" X 30") J
<br />0
<br />1 2' rowel loose) asked 1/2" union r h Lock nut
<br />1/4"d: inside dia. sized for #5 / � 9 y P 4y Reflective Sheeting w
<br />"Master Lock' shank (padlock Sign -Calif. Hwy. 0
<br />not shown) Sampler housing i ! a o Code Type NR
<br />3/4" sch. 80 pvc pipe 3/4" corporation stop. CENTER REFLECTOR
<br />Ford type F1002 to be `� ° (24" X 24") a_
<br />1 1/2" compatible w/saddle top. 1/2"x3/4" reducer 3/4" sch. 80 pvc pipe FOR TYPE "A" BARRICADE 0 L0
<br />Double strop saddle l
<br />to for 3 4" to Sign Support System:
<br />\-Sompler housing 10" nominal P / P• o
<br />Flat butt steel hinge diameter steel i e 10.75" o.d. Ford type FS202 Bedding/backfill is ° 2" x 2' Square Perforated Steel 0
<br />running the length of 10.25" i.d., 0.25"p (all thickness). NOTES: N e Tubing w/Penetrator Anchor
<br />m
<br />the door. 1/4' pin, OMiebn T0, �_� for °�rorie
<br />Contact: SJ. County TMrK ilei,l•leroe
<br />118" casing• `and bracket. Water distributionDa er wmon)
<br />1. Barricades to be as wide as street R/W o^
<br />NOTES: main (size and 2. Barricades to be painted white using 2 �� �� j
<br />location varies) coats of "Exterior Alkyd Resin Hi -Gloss 0
<br />1. Interior and exterior shall be spray painted with CR -7 tooting prior to installation. Y TYPE B
<br />Color shall be silver and approved by the Engineer. One exterior finish coot shall Enamel" over a compatible primer. a
<br />be applied after installation. Cul -de -Sac only g
<br />2. Contractor shall provide one padlock for each sampling tap as approved 'by the owner. sheet 2 Of 3 Sheet 3 of 3 a
<br />~ "` D ulaf rpel,. INS Po BARRICADES FOR
<br />BACTERIOLOGICAL SAMPLING TAPEZ�aBACTERIOLOGICAL BACTERIOLOGICAL anKo o PUWk wwa
<br />SAMPLING TAP SECTION v
<br />w °w BCD SAMPLING TAP DETAIL Feb. TERMINATING STREETS
<br />JLD
<br />N... w BCD c^^w„ BCD COUNTY OF SAN JOAOUIN •'SEPT. 1991 COUNTY OF SAN JOAQUIN ay. SEPT. 1991 awef.e w COUNTY OF SAN JOAQUIN orae JUNE 1997 Z
<br />COUNTY OF SAN JOAQUIN er. SEPT. 1991 otswtfeFM a ruax sales ovrmrNr oe wax xania w
<br />�+ D..K NONE ovwpsaa ar eiwc woos a�w ,r W - 6a Dpwmur n rueuc •oexs an"w e.. W - 6b NONE °ice "" W - 6e saw. NONE prael,q No. R-24 w
<br />800-227-2600
<br />on
<br />O
<br />a'
<br />C-) G� QROFESS/a
<br />ON c
<br />3
<br />((((((((U 0 'Gy{NRY r- �o
<br />LO
<br />L N
<br />y Z N I
<br />Gym 111 w N0. 48717 m 0
<br />0= EXPIRES 9-30-2006
<br />a/ND SER n �T9 CME �\P
<br />4B HOURS PR/OR TO WORK OPE RA JF OF C AEF 3 0
<br />NO.: 3553
<br />UNAUTHORIZED CHANGES AND USES: NoDESCRIPTION REVISIONS PATE BY WONG ENGINEERS, INC. J08 JOB JULY 2007 LAS PALMAS ESTATES SAN OA QUINNCOUNTY SHEET
<br />.
<br />I I PLANNING ENGINEERING SURVEYING DAT14
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR 4578 FEATHER RIVER DRIVE, SUITE A SCALA 1"=50'
<br />FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL STOCKTON, CALIFORNIA (209)476-0011 DRAWN: EMW AA JK S•J• COUNTY STANDARD DRAWINGS
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY OF FIFTEEN
<br />THE PREPARER OF THESE PLANS. DESIGN: WE
<br />DATE 07/13/07 R.C.E. 48717
<br />CHECKED: ZCW RLE
<br />Reflective Sheeting Sign -
<br />Reflective Sheeting Sign -
<br />State of California Highway
<br />TStote of California Highway
<br />Code SW -42 (30"x30")
<br />Code W-57 (24"x48")
<br />n
<br />o
<br />I
<br />I°I
<br />N °
<br />SIGNS
<br />New base shall be 1" thicker than
<br />1.
<br />Signs shall be posted on 2" X 2"
<br />Existing
<br />Pavement
<br />square perforated steel tubing
<br />with d
<br />^
<br />6" � •-� 6"
<br />r 6" Min.
<br />(Typ•)
<br />penetrator anchor.
<br />•�
<br />0
<br />3'-0"
<br />2.
<br />Sign - State of Calif. Hwy. Code
<br />v
<br />m
<br />inSW-43
<br />/
<br />shall be posted at curves I ew
<br />----------
<br />_-_---_------
<br />905 outside pavement.
<br />/ t ---------
<br />/ Variable
<br />when needed.
<br />a
<br />-7
<br />_
<br />layers to a min. relative
<br />- compaction of 855.
<br />OD+12"
<br />O.D./2Copact
<br />,in 6" to ers
<br />to ma minimum retive
<br />compaction of 90R. /
<br />10" Min.
<br />O.D. 10" Min. 10" Min. O.D.
<br />10" Min.
<br />O.D. O.D.
<br />Reflective Sheeting
<br />Sign - J
<br />20" Min. + 20" Min.
<br />RIGID
<br />CONDUIT FLEXIBLE CONDUIT
<br />State of California
<br />Highway
<br />of
<br />N
<br />Code "Type N -Y"
<br />(24" X 24")
<br />v
<br />T INTERSECTIO
<br />N SIGN
<br />(post
<br />e
<br />N
<br />NOT A
<br />'� tO THROUGH
<br />STREET
<br />I °
<br />LANE REDUCTION
<br />o
<br />Reflective Sheeting Sign
<br />State of California Highway
<br />SIGNING
<br />Code W53 (24" X 24")
<br />or as required by S.J. Co.
<br />c
<br />Public Works Dept. 1.
<br />Center the lane reduction sign
<br />0 o
<br />behind Type A" barricade
<br />n
<br />(barricade to be placed on a
<br />0
<br />skew Type N -Y signs
<br />o 0
<br />clan Support System (Tvp.1:
<br />attached).
<br />)
<br />I
<br />2" x 2" Square Perforated Steel
<br />Tubing w/Penetretor Anchor 2.
<br />Place Class 1 flexible post
<br />(
<br />delineators (Cal Trans A73C) at a
<br />°
<br />(s2w) 41118-20118 for
<br />of
<br />10 10 : 1 taper preceding the
<br />Type A barricade (minimum of
<br />5 delineators).
<br />°
<br />\
<br />3.
<br />Pavement lane reduction arrows.
<br />\
<br />4.
<br />W 11, transition sign.
<br />I�
<br />1
<br />TYPICAL SIGN
<br />' °'
<br />TRAFFIC SIGNS
<br />2 nwewr 2ao. os
<br />p.. a JLD
<br />COUNTY OF SAN JOAQUIN
<br />m.. JUNE 1997
<br />ora. NONE
<br />orwRfwNr OF war waea
<br />" s.. R - 26
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />prior 2. All existing pavement shall be neatly cut to line p or to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with
<br />a 3 year bond.
<br />4. When shown by soil composition and compoctobility, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide
<br />as measured from the edge of pavement.
<br />Ne. Re DM BY A••reree by � L
<br />I Feb. 1996 PD TYPICAL TRENCH BACKFILLP, w1ft
<br />+ JLD
<br />+ COUNTY OF SAN JOAQUIN Der JUNE 1997
<br />Dew" NONE ooeeaofr toe tin arw:N ee. R-29
<br />FA(
<br />C
<br />LOCAL RESIDENTIAL AND
<br />COLLECTOR RESIDENTIAL
<br />R/IW
<br />- 6' I
<br />� Y 1
<br />NOTES:
<br />1. All street lighting and
<br />appurtenances shall conform
<br />to P.G.&E. Standards and
<br />Specifications.
<br />2. Street light locations at
<br />intersections shall be approved
<br />by S.J. Co. Department of
<br />Public Works.
<br />3. Street lights shall be energized
<br />prior to County acceptance of
<br />the improvements.
<br />Y P.U.E. --+--j
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />W
<br />b
<br />�U_
<br />a0
<br />W Y
<br />8'
<br />MIN.
<br />LOCAL COMMERCIAL AND RURAL ROADS
<br />INDUSTRIAL MODIFIED
<br />Ne fUNaO M
<br />ue fwr ,< STREET LIGHTING
<br />POLES AND SYMBOLS
<br />D....
<br />by JLD
<br />a.rr • COUNTY OF SAN JOAQUIN Dr JUNE 1997
<br />ee.r NONE ®wmoR ar nax aoee De+O Rx
<br />R/W
<br />Rip -Rap Swale
<br />Fence
<br />8'
<br />i 4:1 max. F II`
<br />4:1
<br />max.
<br />17 6"
<br />15' Radius,
<br />typ.
<br />SECTION A -A
<br />f-
<br />> 1 o
<br />E-' x
<br />a
<br />10' min.
<br />Erasion control
<br />pipe discharge A� A
<br />See Std. Dwg. 'I L_
<br />No. D-22.
<br />6' chain link fence '
<br />5' with plastic slats
<br />fRip -Rap swale
<br />ZII 4:1 max.
<br />Double
<br />R� a E II gates
<br />Sidewalk
<br />--� Min.
<br />�-opening 18'-"-I
<br />Drain manhole NOTE.
<br />Drain system Size of basin and depth
<br />to be determined by
<br />v
<br />hydraulic calculation
<br />in
<br />Manhole
<br />BY STANDARD "°""'ed"
<br />"w; `0 COMMUNITY
<br />�a JLD RETENTION BASIN
<br />COUNTY OF SAN JOAQUIN Dete JUNE 1997
<br />.. NONE enwrnofr n ruse .eeo Dee" Ne. D-24
<br />P. L.
<br />��:7��%•i ae eT>•ssr �jv v
<br />g
<br />10 JBY OWNER
<br />ILItl
<br />IIr
<br />%II,r ' !• • ' i
<br />12
<br />CERVICE
<br />n
<br />iADDLE W. CONCRETE OR
<br />BRICK BLOCKING
<br />CORPORATION
<br />STOP
<br />(NOT TO SCALE)
<br />NOTES:
<br />[11 1" DIA. MIN. LINE TO EACH LOT.
<br />2 SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP.
<br />90' COMP. x COMP. ELL., 'JAMES JONES' J-2610 W/J-2806 OR EQUAL.
<br />INSERTS MAY BE USED WHERE APPROVED BY AGENCY.
<br />Q3 METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND
<br />INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE METER AS
<br />PART OF THE CONNECTION FEE.
<br />GAPE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION.
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING.
<br />© METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />PRIOR APPROVAL OF THE AGENCY.
<br />�7. RADIO/TOUCH READ METER BOX PER AGENCY REQUIREMENTS.
<br />(ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.)
<br />8. APPURTENANCES PER AGENCY REQUIREMENTS.
<br />09 LOCATOR WIRE REQUIRED BY AGENCY.
<br />©0 BALL ANGLE METER STOP WITH LOCK LUG.
<br />(AFTER FLUSHING SERVICE INSTALL K SUPPLIED LOC SU LED BY AGENCY
<br />1 ©RADIO TOUCH READ PAD PER AGENCY REQUIREMENTS. ENTS. (PROVIDE AT LEAST 4 FEET OF WIRE.)
<br />© RADIOIREMOTE READ TRANSCEIVER PER AGENCY REQUIREMENTS. SUPPORTED BY
<br />1/2 SCH. 80 CONDUIT (24" MIN.) (PROVIDE 1" CLEARANCE BELOW LID)
<br />MXU CERTIFICATE MAY BE ACCEPTED BY AGENCY IN LEIU OF TRANSCEIVER INSTALLATION.
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS 'PSD By
<br />N t y a A zoos COUNTY OF SAN JOAQUIN
<br />No. 2 N w w/aler 200111 SAN JOAQUIN COUNTY DATE
<br />WATER SERVICE DOW" OF Pull eaRla
<br />INSTALLATION IMPROVEMENT CW -W8
<br />STANDARD NO.
<br />Reflective Sheeting Sign -California Highway
<br />Code Type NR (24" X 24")
<br />Sampler Housing: Position sampler Except inside
<br />housing so door opening is towards 1/4" plate steel grind edge of 1 8
<br />all outside edges smooth. housing / ( 10" 3 8 galvanized 2'
<br />street. Sampler is to be located 18" I bolts & washers a
<br />behind sidewalk or 6' behind curb Except inside at end
<br />or edge of pavement where edge of door 1/8
<br />no sidewalk. __ Gooseneck liquid dispensing assembly, Harrington /%261 MFI
<br />Concrete footing, non Door shown in or equivalent 3/8" pvc sch. 80 gooseneck, 3/8"-1/4 I
<br />-- ii ii
<br />reinforced min. partially open turn Ball valve, pvc, 150 psi rating, 1/2" pipe threaded
<br />2000 psi concrete position. entrance end
<br />v`
<br />Main sampler Ground all out 1/4" Thick steel top plate aj
<br />housing edges smooth Reflectors symmetrically
<br />7/2.. 10" 1/8 placed 12' t O.C.
<br />Typ.
<br />1/2" R 6"x6" dense
<br />1/2" Typ1/2 Slope concrete away c� 2"x8" select grade structural grade
<br />1/2" from sampler of Douglas Fir surfaced Redwood, treated a
<br />PLAN VIEW 1/2" 40:1 on all sides. 1/2"e drain hole four sides. Hemlock it treated
<br />Douglas Fir surfaced
<br />12' Max. four sides.
<br />1/8" thick steel base plate DOOR LATCH DETAILS `a
<br />at bottom of door / Evenly Spaced st sr
<br />NOTE: Padlock not shown \ \ TYPE A
<br />1/8 Maximum allowoble space \\ v v \ ^
<br />Typ. each 1^ between sampler housing \ /� c Reflective Sheeting Sign -Calif. Hwy.
<br />side 7 g 2-a and door 1/16" on all E �/ \ M _ Code W31, 30" Size
<br />/ sides, except hinge side �j E \\ e v , n' ��. 3/4"-1/4 turn pvc boll ct Center on Barricade. END' D
<br />iv .6\\ " v - Q _ //\ valve, 150 psi rating p
<br />45' E
<br />;,t _ n a �\ o Reflective Sheeting
<br />i Sign -Calif. Hwy.
<br />+ See detail above ' - \\\ t€ END w Code W31 rn
<br />�/ //�\� w 1/8" thk. base plate ¢ 3
<br />1 1/2" / ///\\//\\% ...\..\/ 11 /\ Door (open position) (30" X 30") J
<br />0
<br />1 2' rowel loose) asked 1/2" union r h Lock nut
<br />1/4"d: inside dia. sized for #5 / � 9 y P 4y Reflective Sheeting w
<br />"Master Lock' shank (padlock Sign -Calif. Hwy. 0
<br />not shown) Sampler housing i ! a o Code Type NR
<br />3/4" sch. 80 pvc pipe 3/4" corporation stop. CENTER REFLECTOR
<br />Ford type F1002 to be `� ° (24" X 24") a_
<br />1 1/2" compatible w/saddle top. 1/2"x3/4" reducer 3/4" sch. 80 pvc pipe FOR TYPE "A" BARRICADE 0 L0
<br />Double strop saddle l
<br />to for 3 4" to Sign Support System:
<br />\-Sompler housing 10" nominal P / P• o
<br />Flat butt steel hinge diameter steel i e 10.75" o.d. Ford type FS202 Bedding/backfill is ° 2" x 2' Square Perforated Steel 0
<br />running the length of 10.25" i.d., 0.25"p (all thickness). NOTES: N e Tubing w/Penetrator Anchor
<br />m
<br />the door. 1/4' pin, OMiebn T0, �_� for °�rorie
<br />Contact: SJ. County TMrK ilei,l•leroe
<br />118" casing• `and bracket. Water distributionDa er wmon)
<br />1. Barricades to be as wide as street R/W o^
<br />NOTES: main (size and 2. Barricades to be painted white using 2 �� �� j
<br />location varies) coats of "Exterior Alkyd Resin Hi -Gloss 0
<br />1. Interior and exterior shall be spray painted with CR -7 tooting prior to installation. Y TYPE B
<br />Color shall be silver and approved by the Engineer. One exterior finish coot shall Enamel" over a compatible primer. a
<br />be applied after installation. Cul -de -Sac only g
<br />2. Contractor shall provide one padlock for each sampling tap as approved 'by the owner. sheet 2 Of 3 Sheet 3 of 3 a
<br />~ "` D ulaf rpel,. INS Po BARRICADES FOR
<br />BACTERIOLOGICAL SAMPLING TAPEZ�aBACTERIOLOGICAL BACTERIOLOGICAL anKo o PUWk wwa
<br />SAMPLING TAP SECTION v
<br />w °w BCD SAMPLING TAP DETAIL Feb. TERMINATING STREETS
<br />JLD
<br />N... w BCD c^^w„ BCD COUNTY OF SAN JOAOUIN •'SEPT. 1991 COUNTY OF SAN JOAQUIN ay. SEPT. 1991 awef.e w COUNTY OF SAN JOAQUIN orae JUNE 1997 Z
<br />COUNTY OF SAN JOAQUIN er. SEPT. 1991 otswtfeFM a ruax sales ovrmrNr oe wax xania w
<br />�+ D..K NONE ovwpsaa ar eiwc woos a�w ,r W - 6a Dpwmur n rueuc •oexs an"w e.. W - 6b NONE °ice "" W - 6e saw. NONE prael,q No. R-24 w
<br />800-227-2600
<br />on
<br />O
<br />a'
<br />C-) G� QROFESS/a
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<br />3
<br />((((((((U 0 'Gy{NRY r- �o
<br />LO
<br />L N
<br />y Z N I
<br />Gym 111 w N0. 48717 m 0
<br />0= EXPIRES 9-30-2006
<br />a/ND SER n �T9 CME �\P
<br />4B HOURS PR/OR TO WORK OPE RA JF OF C AEF 3 0
<br />NO.: 3553
<br />UNAUTHORIZED CHANGES AND USES: NoDESCRIPTION REVISIONS PATE BY WONG ENGINEERS, INC. J08 JOB JULY 2007 LAS PALMAS ESTATES SAN OA QUINNCOUNTY SHEET
<br />.
<br />I I PLANNING ENGINEERING SURVEYING DAT14
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR 4578 FEATHER RIVER DRIVE, SUITE A SCALA 1"=50'
<br />FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL STOCKTON, CALIFORNIA (209)476-0011 DRAWN: EMW AA JK S•J• COUNTY STANDARD DRAWINGS
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY OF FIFTEEN
<br />THE PREPARER OF THESE PLANS. DESIGN: WE
<br />DATE 07/13/07 R.C.E. 48717
<br />CHECKED: ZCW RLE
<br />Backfill with materials equal to or
<br />better than the existing pavement
<br />and base in quality. New Pavement
<br />shall be 1" thicker than existing
<br />Pavement, minimum of 0.25 feet.
<br />New base shall be 1" thicker than
<br />existing base, minimum of 0.5 feet.
<br />Existing
<br />Pavement
<br />6" Min. �
<br />6" � •-� 6"
<br />r 6" Min.
<br />(Typ•)
<br />(Typ.)
<br />3'-0"
<br />Compact in 12' max.
<br />layers to a min. relative
<br />3' 0"
<br />compaction of 95x•
<br />/
<br />under pavement and ----------
<br />----------
<br />_-_---_------
<br />905 outside pavement.
<br />/ t ---------
<br />/ Variable
<br />Variable -_-
<br />-_= Compact in 24" max.
<br />-7
<br />_
<br />layers to a min. relative
<br />- compaction of 855.
<br />OD+12"
<br />O.D./2Copact
<br />,in 6" to ers
<br />to ma minimum retive
<br />compaction of 90R. /
<br />10" Min.
<br />O.D. 10" Min. 10" Min. O.D.
<br />10" Min.
<br />O.D. O.D.
<br />+
<br />20" Min. + 20" Min.
<br />RIGID
<br />CONDUIT FLEXIBLE CONDUIT
<br />NOTES:
<br />1. Relative compaction of materials shall be tested in accordance with
<br />the State of California, Dept. of Transportation Testing Manuals, test
<br />method No. California 216 or 231.
<br />prior 2. All existing pavement shall be neatly cut to line p or to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with
<br />a 3 year bond.
<br />4. When shown by soil composition and compoctobility, ninety percent (90%)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. Special bedding requirements may be shown on the plans or specified in
<br />special provisions.
<br />6. Shoulders shall be as shown on the plans or specified in the special
<br />provisions but in no case shall the shoulder be less than three feet wide
<br />as measured from the edge of pavement.
<br />Ne. Re DM BY A••reree by � L
<br />I Feb. 1996 PD TYPICAL TRENCH BACKFILLP, w1ft
<br />+ JLD
<br />+ COUNTY OF SAN JOAQUIN Der JUNE 1997
<br />Dew" NONE ooeeaofr toe tin arw:N ee. R-29
<br />FA(
<br />C
<br />LOCAL RESIDENTIAL AND
<br />COLLECTOR RESIDENTIAL
<br />R/IW
<br />- 6' I
<br />� Y 1
<br />NOTES:
<br />1. All street lighting and
<br />appurtenances shall conform
<br />to P.G.&E. Standards and
<br />Specifications.
<br />2. Street light locations at
<br />intersections shall be approved
<br />by S.J. Co. Department of
<br />Public Works.
<br />3. Street lights shall be energized
<br />prior to County acceptance of
<br />the improvements.
<br />Y P.U.E. --+--j
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />W
<br />b
<br />�U_
<br />a0
<br />W Y
<br />8'
<br />MIN.
<br />LOCAL COMMERCIAL AND RURAL ROADS
<br />INDUSTRIAL MODIFIED
<br />Ne fUNaO M
<br />ue fwr ,< STREET LIGHTING
<br />POLES AND SYMBOLS
<br />D....
<br />by JLD
<br />a.rr • COUNTY OF SAN JOAQUIN Dr JUNE 1997
<br />ee.r NONE ®wmoR ar nax aoee De+O Rx
<br />R/W
<br />Rip -Rap Swale
<br />Fence
<br />8'
<br />i 4:1 max. F II`
<br />4:1
<br />max.
<br />17 6"
<br />15' Radius,
<br />typ.
<br />SECTION A -A
<br />f-
<br />> 1 o
<br />E-' x
<br />a
<br />10' min.
<br />Erasion control
<br />pipe discharge A� A
<br />See Std. Dwg. 'I L_
<br />No. D-22.
<br />6' chain link fence '
<br />5' with plastic slats
<br />fRip -Rap swale
<br />ZII 4:1 max.
<br />Double
<br />R� a E II gates
<br />Sidewalk
<br />--� Min.
<br />�-opening 18'-"-I
<br />Drain manhole NOTE.
<br />Drain system Size of basin and depth
<br />to be determined by
<br />v
<br />hydraulic calculation
<br />in
<br />Manhole
<br />BY STANDARD "°""'ed"
<br />"w; `0 COMMUNITY
<br />�a JLD RETENTION BASIN
<br />COUNTY OF SAN JOAQUIN Dete JUNE 1997
<br />.. NONE enwrnofr n ruse .eeo Dee" Ne. D-24
<br />P. L.
<br />��:7��%•i ae eT>•ssr �jv v
<br />g
<br />10 JBY OWNER
<br />ILItl
<br />IIr
<br />%II,r ' !• • ' i
<br />12
<br />CERVICE
<br />n
<br />iADDLE W. CONCRETE OR
<br />BRICK BLOCKING
<br />CORPORATION
<br />STOP
<br />(NOT TO SCALE)
<br />NOTES:
<br />[11 1" DIA. MIN. LINE TO EACH LOT.
<br />2 SERVICE PIPE TO BE CONTINUOUS (NO JOINTS) BETWEEN MAIN AND ANGLE METER STOP.
<br />90' COMP. x COMP. ELL., 'JAMES JONES' J-2610 W/J-2806 OR EQUAL.
<br />INSERTS MAY BE USED WHERE APPROVED BY AGENCY.
<br />Q3 METERS SHALL BE AS SPECIFIED BY AGENCY. METERS SHALL BE FURNISHED AND
<br />INSTALLED BY THE CONTRACTOR. AGENCIES MAY ELECT TO PROVIDE THE METER AS
<br />PART OF THE CONNECTION FEE.
<br />GAPE VALVE IS REQUIRED PRIOR TO ANY POINT OF CONNECTION.
<br />5. THE LOCATION OF THE SERVICE SADDLE SHALL BE A MIN. OF 24" FROM ANOTHER
<br />SERVICE SADDLE, BELL, SPIGOT, OR OTHER FITTING.
<br />© METER BOX MAY BE PLACED ADJACENT TO PROPERTY OR EASEMENT LINE WITH
<br />PRIOR APPROVAL OF THE AGENCY.
<br />�7. RADIO/TOUCH READ METER BOX PER AGENCY REQUIREMENTS.
<br />(ALL BOXES LOCATED IN DRIVEWAY AREAS TO HAVE TRAFFIC COVERS.)
<br />8. APPURTENANCES PER AGENCY REQUIREMENTS.
<br />09 LOCATOR WIRE REQUIRED BY AGENCY.
<br />©0 BALL ANGLE METER STOP WITH LOCK LUG.
<br />(AFTER FLUSHING SERVICE INSTALL K SUPPLIED LOC SU LED BY AGENCY
<br />1 ©RADIO TOUCH READ PAD PER AGENCY REQUIREMENTS. ENTS. (PROVIDE AT LEAST 4 FEET OF WIRE.)
<br />© RADIOIREMOTE READ TRANSCEIVER PER AGENCY REQUIREMENTS. SUPPORTED BY
<br />1/2 SCH. 80 CONDUIT (24" MIN.) (PROVIDE 1" CLEARANCE BELOW LID)
<br />MXU CERTIFICATE MAY BE ACCEPTED BY AGENCY IN LEIU OF TRANSCEIVER INSTALLATION.
<br />REVISION DATE COUNTYWIDE IMPROVEMENT STANDARDS 'PSD By
<br />N t y a A zoos COUNTY OF SAN JOAQUIN
<br />No. 2 N w w/aler 200111 SAN JOAQUIN COUNTY DATE
<br />WATER SERVICE DOW" OF Pull eaRla
<br />INSTALLATION IMPROVEMENT CW -W8
<br />STANDARD NO.
<br />Reflective Sheeting Sign -California Highway
<br />Code Type NR (24" X 24")
<br />Sampler Housing: Position sampler Except inside
<br />housing so door opening is towards 1/4" plate steel grind edge of 1 8
<br />all outside edges smooth. housing / ( 10" 3 8 galvanized 2'
<br />street. Sampler is to be located 18" I bolts & washers a
<br />behind sidewalk or 6' behind curb Except inside at end
<br />or edge of pavement where edge of door 1/8
<br />no sidewalk. __ Gooseneck liquid dispensing assembly, Harrington /%261 MFI
<br />Concrete footing, non Door shown in or equivalent 3/8" pvc sch. 80 gooseneck, 3/8"-1/4 I
<br />-- ii ii
<br />reinforced min. partially open turn Ball valve, pvc, 150 psi rating, 1/2" pipe threaded
<br />2000 psi concrete position. entrance end
<br />v`
<br />Main sampler Ground all out 1/4" Thick steel top plate aj
<br />housing edges smooth Reflectors symmetrically
<br />7/2.. 10" 1/8 placed 12' t O.C.
<br />Typ.
<br />1/2" R 6"x6" dense
<br />1/2" Typ1/2 Slope concrete away c� 2"x8" select grade structural grade
<br />1/2" from sampler of Douglas Fir surfaced Redwood, treated a
<br />PLAN VIEW 1/2" 40:1 on all sides. 1/2"e drain hole four sides. Hemlock it treated
<br />Douglas Fir surfaced
<br />12' Max. four sides.
<br />1/8" thick steel base plate DOOR LATCH DETAILS `a
<br />at bottom of door / Evenly Spaced st sr
<br />NOTE: Padlock not shown \ \ TYPE A
<br />1/8 Maximum allowoble space \\ v v \ ^
<br />Typ. each 1^ between sampler housing \ /� c Reflective Sheeting Sign -Calif. Hwy.
<br />side 7 g 2-a and door 1/16" on all E �/ \ M _ Code W31, 30" Size
<br />/ sides, except hinge side �j E \\ e v , n' ��. 3/4"-1/4 turn pvc boll ct Center on Barricade. END' D
<br />iv .6\\ " v - Q _ //\ valve, 150 psi rating p
<br />45' E
<br />;,t _ n a �\ o Reflective Sheeting
<br />i Sign -Calif. Hwy.
<br />+ See detail above ' - \\\ t€ END w Code W31 rn
<br />�/ //�\� w 1/8" thk. base plate ¢ 3
<br />1 1/2" / ///\\//\\% ...\..\/ 11 /\ Door (open position) (30" X 30") J
<br />0
<br />1 2' rowel loose) asked 1/2" union r h Lock nut
<br />1/4"d: inside dia. sized for #5 / � 9 y P 4y Reflective Sheeting w
<br />"Master Lock' shank (padlock Sign -Calif. Hwy. 0
<br />not shown) Sampler housing i ! a o Code Type NR
<br />3/4" sch. 80 pvc pipe 3/4" corporation stop. CENTER REFLECTOR
<br />Ford type F1002 to be `� ° (24" X 24") a_
<br />1 1/2" compatible w/saddle top. 1/2"x3/4" reducer 3/4" sch. 80 pvc pipe FOR TYPE "A" BARRICADE 0 L0
<br />Double strop saddle l
<br />to for 3 4" to Sign Support System:
<br />\-Sompler housing 10" nominal P / P• o
<br />Flat butt steel hinge diameter steel i e 10.75" o.d. Ford type FS202 Bedding/backfill is ° 2" x 2' Square Perforated Steel 0
<br />running the length of 10.25" i.d., 0.25"p (all thickness). NOTES: N e Tubing w/Penetrator Anchor
<br />m
<br />the door. 1/4' pin, OMiebn T0, �_� for °�rorie
<br />Contact: SJ. County TMrK ilei,l•leroe
<br />118" casing• `and bracket. Water distributionDa er wmon)
<br />1. Barricades to be as wide as street R/W o^
<br />NOTES: main (size and 2. Barricades to be painted white using 2 �� �� j
<br />location varies) coats of "Exterior Alkyd Resin Hi -Gloss 0
<br />1. Interior and exterior shall be spray painted with CR -7 tooting prior to installation. Y TYPE B
<br />Color shall be silver and approved by the Engineer. One exterior finish coot shall Enamel" over a compatible primer. a
<br />be applied after installation. Cul -de -Sac only g
<br />2. Contractor shall provide one padlock for each sampling tap as approved 'by the owner. sheet 2 Of 3 Sheet 3 of 3 a
<br />~ "` D ulaf rpel,. INS Po BARRICADES FOR
<br />BACTERIOLOGICAL SAMPLING TAPEZ�aBACTERIOLOGICAL BACTERIOLOGICAL anKo o PUWk wwa
<br />SAMPLING TAP SECTION v
<br />w °w BCD SAMPLING TAP DETAIL Feb. TERMINATING STREETS
<br />JLD
<br />N... w BCD c^^w„ BCD COUNTY OF SAN JOAOUIN •'SEPT. 1991 COUNTY OF SAN JOAQUIN ay. SEPT. 1991 awef.e w COUNTY OF SAN JOAQUIN orae JUNE 1997 Z
<br />COUNTY OF SAN JOAQUIN er. SEPT. 1991 otswtfeFM a ruax sales ovrmrNr oe wax xania w
<br />�+ D..K NONE ovwpsaa ar eiwc woos a�w ,r W - 6a Dpwmur n rueuc •oexs an"w e.. W - 6b NONE °ice "" W - 6e saw. NONE prael,q No. R-24 w
<br />800-227-2600
<br />on
<br />O
<br />a'
<br />C-) G� QROFESS/a
<br />ON c
<br />3
<br />((((((((U 0 'Gy{NRY r- �o
<br />LO
<br />L N
<br />y Z N I
<br />Gym 111 w N0. 48717 m 0
<br />0= EXPIRES 9-30-2006
<br />a/ND SER n �T9 CME �\P
<br />4B HOURS PR/OR TO WORK OPE RA JF OF C AEF 3 0
<br />NO.: 3553
<br />UNAUTHORIZED CHANGES AND USES: NoDESCRIPTION REVISIONS PATE BY WONG ENGINEERS, INC. J08 JOB JULY 2007 LAS PALMAS ESTATES SAN OA QUINNCOUNTY SHEET
<br />.
<br />I I PLANNING ENGINEERING SURVEYING DAT14
<br />THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR 4578 FEATHER RIVER DRIVE, SUITE A SCALA 1"=50'
<br />FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL STOCKTON, CALIFORNIA (209)476-0011 DRAWN: EMW AA JK S•J• COUNTY STANDARD DRAWINGS
<br />CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY OF FIFTEEN
<br />THE PREPARER OF THESE PLANS. DESIGN: WE
<br />DATE 07/13/07 R.C.E. 48717
<br />CHECKED: ZCW RLE
<br />
|