|
2 %r• u,
<br />,
<br />-elver S'P/aird
<br />:r Denier of corer a= MIrhW7ed ,SurFxu
<br />SECT/ON A -A F
<br />-ore %'diem. ,
<br />-I Hole
<br />:arc (3) Holes
<br />r/e'diam dncl
<br />PLAN
<br />= LAMPHOLE RING AND
<br />COVER
<br />'r 3C'
<br />�Lampho%
<br />Riry (Ccvrr
<br />PLAN
<br />Nglura/ Ground M fcA i.nrlA 6,ae
<br />or Pavernenl 1
<br />7-'h'/ X e'do/rr
<br />• 6all
<br />I 'di�m
<br />u
<br />I t
<br />5
<br />F'wy, 0,+
<br />LP/uo er:d
<br />_
<br />ELEV4TICW
<br />END VIEW
<br />LAMPHOLE
<br />HORIZONTAL BENDS\/
<br />BLOCK
<br />VERTICAL SENDS
<br />THICKNESS
<br />FIRE HYDRANTS
<br />1
<br />ICKNESS
<br />Y
<br />_
<br />OUNETFR
<br />OF
<br />PIPE
<br />INCHES
<br />MCA12ONTAL BEND WEIGHT
<br />AIRFACS iNKXNESS AT
<br />AD. EA VERTICAL
<br />SO. FT. INCHES BENDS-LES.
<br />22-1/2° BENDS
<br />6 OR LESS
<br />a
<br />1,700
<br />4E AREA
<br />a
<br />10
<br />3
<br />I. 12
<br />3p00
<br />3.5
<br />1 12
<br />4,600
<br />12
<br />4
<br />M
<br />6,600
<br />14
<br />3.
<br />ID.
<br />9,000
<br />I6
<br />6
<br />IB
<br />II,600
<br />43' BENDS
<br />6 OR LESS ♦
<br />12 '• 3,200
<br />a 3
<br />1 14 3,800
<br />10 6
<br />18 9,000
<br />12 7
<br />1e 1 •' DO
<br />14 a
<br />24 a,ow
<br />16 1 11.5
<br />24 23.200
<br />90- SEND$
<br />6 OR LEST
<br />6
<br />12
<br />6P00
<br />a
<br />a
<br />15
<br />10 )00
<br />10
<br />10
<br />19
<br />1 a,rao
<br />12
<br />12
<br />Ifi
<br />24'coo
<br />14
<br />16
<br />z9
<br />32A00
<br />I6
<br />21
<br />1 24 1
<br />2 700
<br />TEES a OEAO ENDS
<br />SURFACE
<br />AI,�
<br />6 OR I FSS
<br />]
<br />2 —
<br />6
<br />4
<br />is
<br />10
<br />6
<br />Is
<br />12
<br />0.3
<br />Is —
<br />14
<br />1.5
<br />24
<br />ss
<br />6
<br />O
<br />N —
<br />�D.RFACE
<br />AREA
<br />NOTE
<br />ALL VALUES SHOWN ARE MINIMUM FOR
<br />A HYDROSTATIC PPESSUAE OF [SO PS.I.
<br />AND A SOIL RESIS7ANCE of 2000 LBS/50
<br />FT WITH PIPELINE A MINIMUM OF 2 R
<br />OF COVER.
<br />SURFACE AREA I
<br />TEES a DEAD ENDS
<br />STANDARD THRUST BLOCK
<br />9,B"CONCRETE COLLAR
<br />TRAFFIC VALVE BOX UD-
<br />CHRISTY Ci90 OR EQUAL (MARKED WATER)
<br />' FINISHED GRADE IN
<br />TRAFFIC VALVE BOX-
<br />CHRISTY GIZ OR EQUAL I
<br />EXTENSION -
<br />CHRISTY 1681 OR 1683 OR EQUAL
<br />2' PLASTIC CAP
<br />1 e GAILY. RISER
<br />T- HANDLE
<br />CAP-TiFCO NO. 60 OR EQUAL 1
<br />WATER MAIN
<br />e GALVANIZED PIPE
<br />2 STANOARO GATE VALVE (SEE NOTE 4) CONCRETE THRUST BLOCK `
<br />27 GALVANIZED ELBOW, 90" BEND (SEE TABLE FOR SIZE REQUIREMENTS)
<br />NOTES:
<br />LCCNCRETE THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED
<br />SOIL AND BACYFILL TAMPED THOROUGHLY.
<br />2 RISER SHALL BE CLEAR OF VALVE BOX THROAT.
<br />3.11 B' COLLAR TO BE CLASS '3 CONCRETE AND TO BE CONSTRUCTED
<br />TO FINISH GRACE AFTER STREETS ARE PAVED.
<br />4, VALVE A' AY BE LOCATED ON RISER PAOVIOEO THAT A 4 MIN. CLEARANCE
<br />FROM THE HANDLE TO THE WALL OF THE BOX IS MAINTAINED.
<br />STANDARD WATER LINE BLOW OFF
<br />UNAUTHORIZED CHANGES & USES
<br />CAUTION: The engineer preparing these plans will not be responsible for, or liable for,
<br />unauthorized changes to or uses of these plans. All changes to the plans must be
<br />in writing and must be approved by the preparer of these plans.
<br />DATE: AU405T 19139
<br />SCALE: N01JE
<br />DRAWN BY: I"I re- 4
<br />CHECKED BY: 1 3
<br />C
<br />C
<br />CAST IRON LIB MTN RATTLE-
<br />Pr100r, MA60NED SUM140 SuRFICE
<br />�• 'CNRISTT NO. C275' OR EQUAL
<br />NOTES:
<br />L VALVE BOX AND LID SHALL BE ' CHRISTY NO. W' AND 'eUEISTY I C273r OR EQUALS
<br />2. ALL LIDS SHALL I MACHINE SEATING SURFACES.
<br />B. EXTENSIONS SHALL BE AS MANUFACTURED FOR THE VALVE BOX SUPPLIED
<br />OR A.C. PIPE OF CORRECT SUE MAY BE USED.
<br />4 CONCRETE COLLAR SHALL BE OF CLASS 'B' CONCRETE AND SHALL BE
<br />CONSTRUCTED TO FINISHED GRADE AFTER STREETS ARE PAVED.
<br />S. GATE VALVE SHALL BE "KENNEDY HUB,HU8 573X, HUB,FLANGE 579X, OR
<br />FLANGE a FLANGE 561X' OR'.NII HUBAHUB A-2380-24, HUBx FLANGE
<br />A-2380.26, OR FLANGE , FLANGE A-23BO-11 , OR EOUIAL
<br />fi GATE VALVE SHALL BE AWWA STANDARD IRON BODY, DOUBLE DISC, WITH
<br />NON -RISING STEM.
<br />STANDARD VALVE BOX
<br />LATHROP COUNTY WATER DISTRICT
<br />LATHROP, CALIFORNIA
<br />Backfill with materials equal to or
<br />better than the existing pavement —�
<br />in quality and thickness.
<br />Existing Povement------�
<br />�—
<br />Compact re 12" relative
<br />co layers n
<br />to a min, relative compaction ;
<br />of 95A/ under pavement and
<br />shoulders, and 90%
<br />outside shoulders.
<br />Compact in 2411max.layers
<br />to a minimum
<br />relative compaction
<br />of 85 %.
<br />Compact In 6.. layers J
<br />to a minimum
<br />relative compaction
<br />of 90 %.
<br />i
<br />I
<br />I
<br />I • C
<br />PM,
<br />• • •
<br />RIGID CONDUIT FLEXIBLE CONDUIT
<br />NOTE
<br />I. Relative compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Manual, test method No. California 216 or 231.
<br />2. All existing pavement shall be neatly cut to line prior to trench excavation.
<br />3. Jetting or ponding will be permitted within the street Right of Way with 3 year bond.
<br />4. When shown by soil composition and compactibility, ninety percent (90 %)
<br />compaction may be used, when approved by the Director of Public Works.
<br />5. PIPk BEDDING AND INITIAL BACKFILL FOR SEWER PIP25 SHALL
<br />COdVICORM TO LC6VO Std. vrvy. AIo. 5:3.
<br />TYPICAL TRENCH BACKFILL
<br />I
<br />V-011 :Min.
<br />4'-ONMinimum (Sidewalk) 1211 2 Or —/—Broom Finish
<br />Broom Finish Scoring Lb• I11
<br />At Returns
<br />:
<br />Slope = per I r 'jI I Level Line
<br />r— 104R
<br />n v 1 M
<br />6N 121,
<br />Dowels �5 or a dia. x 24" spaced
<br />12" o. c., greased and wrapped -
<br />one side through every
<br />expansion joint
<br />MONOLITHIC BEVEL TYPE
<br />CURB, GUTTER a SIDEWALK
<br />NOTES:
<br />I. Construct expansion joints 17 2001 maximum and at returns, around light poles,
<br />hydrants and other fixed objects at sidewalk.
<br />2. Transverse weakened plane joints shall be constructed (iZ 12' maximum intervals.
<br />CURB, GUTTER, a SIDEWALK
<br />SUBDIVISION STREETS
<br />PROS MGR.: Pic l 1-9-`1I RECORD DRiciWING I g CCFrF_r TUeImC,
<br />PROD. ENGR.: C)N At
<br />NO. I BY DATE REVISIONS
<br />RESIDENTIAL FIRE HYDRANT TO BE "RICH 950"
<br />OR OTHER "AWWA"APPROVED EQUAL (SPECIFICATIONS IN STYLE)
<br />COMMERCIAL INSTALLATION RESIDENTIAL INSTALLATION
<br />COMMERCIAL FIRE HYDRANT TO BE "RICH 950" (IN 10' SIDEWALK) (BEHIND 51 SIDEWALK).
<br />OR OTHER "AWWA"APPROVED EQUAL (SPECIFICATIONS 6 STYLE)
<br />VARIABLE .
<br />VARIABLE
<br />11
<br />' 1
<br />_f 6
<br />e1 11
<br />l
<br />),-% O ��1
<br />"CHRISTY NO. C275" I ,
<br />�VALVE ( (MARKED WATER) EQUAL
<br />MA -
<br />__ I�REAK OFF J01
<br />cONcnETE ANCHOR !J.'•% . • .1
<br />•[". e:
<br />'ICHRISTY NO.G5" TRAFFIC BOX
<br />6 EXTENSION OR EQUAL
<br />j BLOCK
<br />I
<br />(SEE VALVE BOX DETAIL)
<br />; 6" A.C. PIPE ION
<br />;:: If?,✓,
<br />I I
<br />FLANGED BY RING-TITE ADAPTOR
<br />( -�- -JCONO
<br />e
<br />(AS REQUIRED)
<br />THRUST BLOCK
<br />6 SQ.Ft MIN. BEARING
<br />6" FLANGED OR FLANGED BY RING-TITE
<br />GATE VALVE AREA
<br />TIFCO NO. II TEE OR EQUAL
<br />NOTESt
<br />WATER MAIN
<br />CONCRETE THRUST BLOCK
<br />I. FIRE HYDRANTS SHALL BE PLACED WITH
<br />4-1/2" OUTLET
<br />3 S0. FT. MIN. BEARING AREA
<br />FACING DIRECTLY
<br />TOWARDS
<br />THE STREET.
<br />2. FIRE HYDRANTS SHALL BE CLEAN
<br />AND
<br />FREE OF CONCRETE,
<br />STANDARD
<br />FIRE HYDRANT DETAIL
<br />3• Blue dot /,IJ Ra ACl LM Ay
<br />LATHROP COUNTY WATER DISTRICT
<br />LATHROP, CALIFORNIA
<br />,Bross c/eanout Plug 'C"
<br />Brooks" No./-SP or "Christy" No. F-B
<br />or IquO/. COOore1B cover.
<br />4" C/eanout Riser
<br />Conform to Co. Plumbing Code (no hub)
<br />Lateral to house
<br />Flexible Joints (TyP.)
<br />Install c q
<br />Wye-T-reee combination.
<br />Acceotable Pico I/
<br />I. Gay PIP*
<br />2. Cast Iron A Ductile Iron
<br />S. 111 lrl ls- Butadl no -Styrene (ASS)
<br />4. Polyvinyl Clorlde (PVC) I
<br />Install 450 Wye-Teet
<br />combination.
<br />Alternate house lateral Connection _ - fSlreel Lateral
<br />. Plug (if not connected) —-
<br />To street Sewer main ---
<br />B"-Point of connection
<br />to District System
<br />No rEs
<br />L - All toc,lilles above Point 'Y'/o be ,irstalled and mo,ntoined by Property
<br />owner in accordance with the Co. Plumbing Code.
<br />2.-All eau/i1ieJ below point 'D"(o be maintained by Inc District through
<br />Property owners c/eonoul ,C.
<br />3.-When c/eanout falls in driveway, instal/ 'Chr,sly"No. F-BC or Brooks"No. I-SP
<br />(or equal) Cost Iran Tiolfie Cover. Books" No 3-R7' may a/so be used C L E A N O UT
<br />LATHROP COUNTY WATER DISTRICT
<br />LATHROP, CALIFORNIA
<br />JIUGWALK 4",
<br />STREET PAVEMENT to
<br />METER
<br />BOX -
<br />6
<br />•48•MIN.TOAVOID•
<br />I - -o) '
<br />•` UNDERGROUND
<br />(D o
<br />UTILITIES
<br />ANGLE STOP -
<br />24"MIN. JAMES JONES J1525
<br />OR EQUAL
<br />COUPLING
<br />30"MIN.
<br />METER
<br />CORPORATION STOP- ur hnu POLYeTr+YLeNE,so¢-7(11�5�
<br />3/411 OR I" -
<br />JAMES JONES J1500 TUBING-T-Yp1 --tKl`
<br />OR EQUAL -TAPPED INTO
<br />WATER MAIN,
<br />WATER
<br />WATER MAIN SERVICE
<br />3 MIN.
<br />r 4'
<br />1 SANITARY
<br />SERVICE
<br />SERVICE
<br />SADDLE
<br />I
<br />IB MIN.
<br />N O T E S
<br />JOINT
<br />TRENCH SECTION
<br />I
<br />CORPORATION STOP SHALL HAVE CORPORATION COCK THREAOSi
<br />2
<br />ANGLE STOP SHALL HAVE SWIVEL NUT AND LOCK WINGS.
<br />3
<br />SERVICE LINE SHALL 13E INSTALLED BY DEVELOPER FOR NEW CONSTRUCTION.
<br />4
<br />WATER METER AND METER BOX SHALL BE INSTALLED BY THE DEVELOPER.
<br />5
<br />RISERS SHALL BE VERTICALLY PLUMBED.
<br />6
<br />SERVICE LINES SHALL BE 3/4" MINIMUM FOR SINGLE FAMILY RESIDENCE
<br />AND SHALL BE IN MINIMUM FOR DUPLEX UINITS.
<br />7
<br />SERVICE SADDLE WITH STAINLESS STEEL STRAPS SHALL BE REQUIRED
<br />FOR ALL SERVICES. SINGLE STRAP FOR 3/4" SERVICES AND
<br />DOUBLE STRAP FOR 1" OR LARGER SERVICES.
<br />STANDARD COPPER WATER
<br />SERVICE INSTALLATION
<br />MJ'i LATHROP COUNTY WATER DISTRICT
<br />°� Y * 1' LATHROP, CALIFORNIA
<br />Pik NOLTE and ASSOCIATES
<br />IL Engineers / Planners / Surveyors
<br />❑ DENVEK CO ❑ ORANGE COUNTY ❑ SACRAMENTO O SAN DIEGO ❑ SAN )OSE ❑ WALNUT CREEK
<br />(303)791-0666 (714)837-5001 (916)446-5020 (619)278-9392 (408)287-3400 (415)934-8060
<br />LATHROP
<br />I/2" Did.
<br />5 - 6
<br />Top of Curb-,,y'�-"`�
<br />I �•_--- • It at
<br />to
<br />1
<br />Flawlin• of Gutter (/ L Expansion Joint c
<br />O
<br />Expansion Joint—e" I
<br />1 � fV
<br />1 LID of Gutter-,
<br />9"
<br />i 2" Mln.
<br />Y � I
<br />'1• Bass to hold
<br />". Grate in place
<br />`( I Catchbasin Assembly to be set
<br />I below flow line of gutter.
<br />2 4"
<br />PLAN
<br />a
<br />a
<br />4" Throat
<br />Opening. n
<br />GRATE
<br />20
<br />2�
<br />I• I
<br />ne. 24" 010. Co4' -N
<br />Pipe (SEE NOTE �' 10" DI a. Min. �� Boss
<br />No. S)-M
<br />M
<br />•4 . SX0Orr
<br />FT Mln
<br />A• n • A .. v . •4 �' -
<br />SECTION
<br />PLAN of FRAME
<br />NOTES
<br />I. All exposed steel shall be coated with 2 coats of coal tar pitch
<br />heated to a minimum of 180° F or galvanized.
<br />2. Grate, Frame and Side Inlet shall conform to PINKERTON A-645 frame
<br />with either A-390 rivited or A-390-M fabricated steel grate.
<br />3. Grate shall be chained to Frame.
<br />4. Grate shall be depressed I11 below gutter profile grade.
<br />5. 2411 Pipe Barrel shall be Class Ir R.C.P, 2 or Class 2 or 3 Nun -Reinforced
<br />Concrete Pipe.
<br />TYPE I
<br />CURB INLET CATCHBASIN
<br />—3 HOLES
<br />EQUALLY SPACED
<br />rLHN VItW
<br />_E
<br />—27" �'''�I NOTE I Frame and Cover shall be
<br />25-'----{ 1 machined to assure interchangeability
<br />2'
<br />and a close ,quiet fit.
<br />v I�
<br />L �„ }
<br />311"
<br />2
<br />SECTION A -A
<br />a'
<br />r STEEL BAR VENT -OPTIONAL
<br />\" w
<br />_ Si•_... �SZN 1
<br />SECTION B-TB SECTION C-C
<br />�
<br />FRAME a COVER
<br />(STORM MANHOLE)
<br />FiiJ/Sh �dc
<br />�� (Nape /2', 20 L F OVC' lro
<br />5eW&7- Ppe C/ 150
<br />-,_ 50 Ito -y %te.vrr
<br />SEWER- WATER CROSSING DETAIL
<br />1
<br />TRACT No. 2051
<br />VALLEY HAVEN UNIT No. 1
<br />DETAIL SHEET
<br />CALIFORNIA
<br />SHEET
<br />3ei
<br />OF 36 SHEETS
<br />JOB NO.
<br />2707-89-04
<br />
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