|
,
<br />-elver S'P/xlyd
<br />:r center Of corer n= Merhmed Surixes
<br />SECT/ON A -A F
<br />-ore %'diem. ,
<br />=arc (3) Holes
<br />r/e'diam dncl
<br />°Ick Hole
<br />PLAN
<br />DIAMETER
<br />OFAIRFACS
<br />PIPE
<br />1NCHE3
<br />LAMPHOLE RING AND
<br />COVER
<br />'r 3C'
<br />cONcnETE ANCHOR .•.t•[".r:
<br />•48•MIN.TOAVOID•
<br />6 OR LESS
<br />_
<br />�Lampho%
<br />Riry (Ccvrr
<br />PLAN
<br />6
<br />Nglura/ Ground M fcA i.nrlA 6,d[
<br />or Pavement
<br />7-'h'/ X e'do/rr
<br />3p00
<br />10 3.5 12
<br />•
<br />6all
<br />I 'di�m
<br />ANGLE STOP -
<br />u
<br />I t
<br />M
<br />5
<br />F'wy, 0,+
<br />II L
<br />;
<br />LP/uo er:d
<br />_moi
<br />-
<br />I
<br />ELEV47ICW
<br />END VIEW
<br />LAMPHOLE
<br />111800
<br />HORIZONTAL BENDS\/
<br />BLOCK
<br />VERTICAL SENDS
<br />THICKNESS
<br />FIRE HYDRANTS
<br />1
<br />ICKNESS
<br />Y
<br />_
<br />DIAMETER
<br />OFAIRFACS
<br />PIPE
<br />1NCHE3
<br />MCA12ONTAL BEND
<br />iNKXNESS
<br />AREA
<br />SO. FT. INCHES
<br />I WEIGHT
<br />AT
<br />VERTICIL
<br />BENDS -LES.
<br />22-1/24 BENDS
<br />cONcnETE ANCHOR .•.t•[".r:
<br />•48•MIN.TOAVOID•
<br />6 OR LESS
<br />_
<br />6
<br />1,700
<br />4E AREA
<br />6
<br />3
<br />12
<br />3p00
<br />10 3.5 12
<br />4,600
<br />ANGLE STOP -
<br />12
<br />4
<br />M
<br />6,600
<br />14
<br />3.
<br />Us
<br />9,000
<br />I6 1
<br />6
<br />Ia
<br />111800
<br />( -�- -)GOND
<br />45^ BENDS
<br />(AS REQUIRED)
<br />THRUST BLOCK
<br />6 SQ.Ft MIN. BEARING
<br />JAMES JONES J15OO TUBIN6-T-Yp1 --tKI`
<br />6 OR LESS
<br />4
<br />12 '•
<br />3,200
<br />6
<br />S
<br />M
<br />5,Boo
<br />10
<br />6
<br />la
<br />9,00::
<br />a
<br />7
<br />e
<br />D
<br />14
<br />6
<br />24
<br />:7,000
<br />16 1
<br />ILS 1
<br />24
<br />2}.200
<br />90• SENDS
<br />AND
<br />I
<br />6 OR LEST
<br />6
<br />12
<br />6P00
<br />FIRE HYDRANT DETAIL
<br />e
<br />e
<br />15
<br />10)00
<br />WATER METER AND METER BOX SHALL BE INSTALLED BY THE DEVELOPER.
<br />10
<br />l0
<br />1B
<br />1a,rQ.
<br />6
<br />R
<br />12
<br />18
<br />24,000
<br />14
<br />16
<br />z<
<br />3z AaD
<br />FOR ALL SERVICES. SINGLE STRAP FOR 3/4" SERVICES AND
<br />IIS
<br />21 1
<br />24 1
<br />2.700
<br />TEES a OEAO ENDS
<br />SURFACE
<br />AI, �
<br />6 OR LES!
<br />]
<br />2
<br />-
<br />6
<br />4
<br />is
<br />ID
<br />6
<br />Is
<br />12
<br />0.3
<br />Is
<br />-
<br />14
<br />1.5
<br />24
<br />ss
<br />6
<br />O
<br />24
<br />-
<br />�D.RFICE
<br />AREA
<br />NOTE
<br />ALL VALUES SHOWN ARE MINIMUM FOR
<br />A HYDROSTATIC PPESSUAE OF 150 PS.,.
<br />AND A SOIL RESISTANCE OF 2000 LBS/50
<br />FT WITH PIPELINE A MINIMUM OF 2 R
<br />OF COVER.
<br />SURFACE AREA I
<br />TEES a D=AD ENDS
<br />STANDARD THRUST BLOCK
<br />6,8" CONCRETE COLLAR
<br />TRAFFIC VALVE BOX UD-
<br />CHRISTY Ci90 OR EQUALWARKED WATER)
<br />' FINISHED GRADE IN
<br />TRAFFIC VALVE 00X-
<br />CHRISTY GIZ OR EQUAL I
<br />EXTENSION -
<br />CHRISTY 1681 OR 1683 OR EQUAL
<br />2' PLASTIC CAP
<br />I e GALV. RISER
<br />T- HANDLE
<br />CAP-TiFCO NO. 60 OR EQUAL 1
<br />WATER MAIN
<br />e GALVANIZED PIPE
<br />2 STANOARO GATE VALVE ISE NOTE 4) CONCRETE THRUST BLOCK `
<br />27 GALVANIZED ELSO'e, 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 8' 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 PAOv1OEO 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: AL405T 1989
<br />SCALE: N01JE
<br />DRAWN BY: IMI re- 4
<br />CHECKED BY: 3
<br />CAST IRON UO MTN RArnE-
<br />Pr100r, MAQIINm SUM140 SVelsCE
<br />�• 'CNRISTT NO. C275' OR EQUAL
<br />NOTES:
<br />I VALVE BOX AND LID SHALL BE ' CHRISTY NO. W' AND '('UEISTY 100. C273r OR EQUALS
<br />2. ALL LIDS SHALL HATE 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 RAVED.
<br />S. DATE VALVE SHALL BE "KENNEDY HUB,HUB 573X, HUB,FLANGE 579X, OR
<br />FLANGE a FLANGE 561X' OR'SIUELLER HUBAHUB A-2380-24, HUBx FLANGE
<br />A-2380.26, OR FLANGE , FLANGE A-23BO-6 , OR EQUAL
<br />6 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 Pavement
<br />oM�6Compact in 12" max. layers
<br />to a min, relative compaction
<br />to6"Min. '(Typ.)of 950/ under pavement and
<br />shoulders, and 90% - - -
<br />- outside shoulders. T - - -
<br />- _ Compact in 24 max. layers' ,
<br />to a minimum
<br />relative compaction O'
<br />of 85 %. C)
<br />l
<br />0� Compact In 6" layers -
<br />�� ..
<br />10to a minimum 10 0, D. ,l0,1
<br />0. D. relative compaction
<br />Min.n. 'Min. in. Min.
<br />0. D.* 20" Min of 90 %. 0. D.+20„ Min.
<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 IM17lAL BACKFILL FOR SEWER PIP25 SHALL
<br />COAtFDRM TO LC6VO Std. vwg. AID. 5:3.
<br />TYPICAL TRENCH BACKFILL
<br />I
<br />7'-0" :Min.
<br />41-0" Minimum (Sidewalk) 1211 2 0" Broom Finish
<br />Broom Finish Scoring 1 I11
<br />At Returns
<br />:
<br />Slope = per I r 'jI I Level Line
<br />T- 1048 T
<br />n v 1 M
<br />• D T cc I p
<br />6N 121,
<br />Dowels �5 or 6 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 17 200' 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 Lnlojg CcFrF-v TUeImC,
<br />PROD. ENGR.: r2N 1
<br />NO. 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 5' SIDEWALK).
<br />OR OTHER "AWWA"APPROVED EQUAL (SPECIFICATIONS 6 STYLE)
<br />VARIABLE .
<br />VARIABLE
<br />I'
<br />' 1
<br />_f 611
<br />L I C.,
<br />o
<br />"CHRISTY NO. C275" I ,
<br />�VALVE ( KED WATER) EQUAL
<br />MA -
<br />__ I�REAK OFF J01
<br />LATHROP COUNTY WATER DISTRICT
<br />LATHROP, CALIFORNIA
<br />,Bross cleanout plug 'C"
<br />Brooks" No./ -SP or "Christy" No. F -B
<br />or equal. concrete cover.
<br />4" Cleanout Riser
<br />Conform to Co. Plumbing Code (no hub)
<br />Latera/ to house
<br />Flexible Joints (7yP.)
<br />Install q
<br />Wye--leee combination.
<br />Acceotable Pico 1/
<br />1. Gay PIP*
<br />2. Cast Iron A Ductile Iron
<br />S. 111 tri la - Butadl no -Styrene (ASS)
<br />4. Polyvinyl Clorlae (PVC) I
<br />Install 450 Wye -res
<br />combination.
<br />Alternate house lateral Connection _ - fStreel Lateral
<br />. Plug (if nal connected) -�- -
<br />7o street
<br />Sewer morn ---
<br />�B'-Paint of connection
<br />to District System
<br />NO rEs
<br />L - All toc,ldles above Point 'Y'/o be ,irstalled and mo,ntoined by Properly
<br />owner in accordance with the Co. Plumbing Code.
<br />2. -III locdilieJ ba/ow point 'D"(o be maintained by the District through
<br />Property owners c/conoid ,C.
<br />3. -When cleanout falls in driveway, instal/ 'Chr,sly"No. F' -RC or Brooks"No. I -SP
<br />(or equal) Cost Iran 7iolfie Cover. Books" N¢ 3-R7 may a/so be used CLEANOUT
<br />LATHROP COUNTY WATER DISTRICT
<br />LATHROP, CALIFORNIA
<br />JIUGWALK 4",
<br />STREET PAVEMENT to
<br />!J.'•%
<br />6
<br />cONcnETE ANCHOR .•.t•[".r:
<br />•48•MIN.TOAVOID•
<br />(Nape /2', 20 L F oz"f lro
<br />'ICHRISTY NO.G5" TRAFFIC BOX
<br />6 EXTENSION OR EQUAL
<br />j BLOCK
<br />t
<br />I - -o) '
<br />SEWER- WATER CROSS/NG
<br />(SEE VALVE BOX DETAIL)
<br />; 6" A.C. PIPE l0"
<br />;:: If?,✓,
<br />I I
<br />ANGLE STOP -
<br />24"MIN. JAMES JONES J1525
<br />OR EQUAL
<br />COUPLING
<br />30"MIN.
<br />METER
<br />FLANGED BY RING-TITE ADAPTOR
<br />( -�- -)GOND
<br />a
<br />(AS REQUIRED)
<br />THRUST BLOCK
<br />6 SQ.Ft MIN. BEARING
<br />JAMES JONES J15OO TUBIN6-T-Yp1 --tKI`
<br />6" FLANGED OR FLANGED BY RING-TITE
<br />GATE VALVE AREA
<br />TIFCO NO. 11 TEE OR EQUAL
<br />WATER
<br />NOTESt
<br />WATER MAIN SERVICE
<br />3 MIN.
<br />r 4'
<br />WATER MAIN
<br />1 SANITARY
<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 />I
<br />IB MIN.
<br />THE STREET.
<br />N O T E S
<br />2. FIRE HYDRANTS SHALL BE CLEAN
<br />AND
<br />I
<br />CORPORATION STOP SHALL HAVE CORPORATION COCK THREAOSi
<br />FREE OF CONCRETE,
<br />2
<br />STANDARD
<br />FIRE HYDRANT DETAIL
<br />3• Blue dot /,IJ Ra ACl LM Ay
<br />SERVICE LINE SHALL BE INSTALLED BY DEVELOPER FOR NEW CONSTRUCTION.
<br />LATHROP COUNTY WATER DISTRICT
<br />LATHROP, CALIFORNIA
<br />,Bross cleanout plug 'C"
<br />Brooks" No./ -SP or "Christy" No. F -B
<br />or equal. concrete cover.
<br />4" Cleanout Riser
<br />Conform to Co. Plumbing Code (no hub)
<br />Latera/ to house
<br />Flexible Joints (7yP.)
<br />Install q
<br />Wye--leee combination.
<br />Acceotable Pico 1/
<br />1. Gay PIP*
<br />2. Cast Iron A Ductile Iron
<br />S. 111 tri la - Butadl no -Styrene (ASS)
<br />4. Polyvinyl Clorlae (PVC) I
<br />Install 450 Wye -res
<br />combination.
<br />Alternate house lateral Connection _ - fStreel Lateral
<br />. Plug (if nal connected) -�- -
<br />7o street
<br />Sewer morn ---
<br />�B'-Paint of connection
<br />to District System
<br />NO rEs
<br />L - All toc,ldles above Point 'Y'/o be ,irstalled and mo,ntoined by Properly
<br />owner in accordance with the Co. Plumbing Code.
<br />2. -III locdilieJ ba/ow point 'D"(o be maintained by the District through
<br />Property owners c/conoid ,C.
<br />3. -When cleanout falls in driveway, instal/ 'Chr,sly"No. F' -RC or Brooks"No. I -SP
<br />(or equal) Cost Iran 7iolfie Cover. Books" N¢ 3-R7 may a/so be used CLEANOUT
<br />LATHROP COUNTY WATER DISTRICT
<br />LATHROP, CALIFORNIA
<br />MJ'i LATHROP COUNTY WATER DISTRICT
<br />IL., 'WI Y ,,A4 LATHROP, CALIFORNIA
<br />Pik NOLTE and ASSOCIATES
<br />IL Engineers / Planners / Surveyors
<br />❑ DENVER, 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 />IIx" Did.
<br />5 - 6
<br />Top of Curb-,,y'�-"`�
<br />I �•_--- • It at
<br />to
<br />A
<br />Flawline of Gulter (/ 1 Expansion Joint c
<br />O
<br />Expansion Joint-,4'-� 1'-'- I
<br />1 � fV
<br />1 LID of Gutter-,
<br />9"
<br />i 2" Mln.
<br />Y � I
<br />'1• Boss 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 />24" 010. Cone. 4' -N
<br />Pipe (SEE NOTE �' 10" DI a. Min. �� Boss
<br />No. S) -M
<br />M
<br />•4 . S X 0.01rrr
<br />FT Mln
<br />A. n •4 .. v .•. �' -
<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. Gate, 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 111 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 />-'----{ I machined to assure interchangeability
<br />251'
<br />and a close ,quiet fit.
<br />v I
<br />L �„ }
<br />311
<br />1"
<br />2
<br />SECTION A -A
<br />a'
<br />r STEEL BAR VENT -OPTIONAL
<br />\" w
<br />--- i I
<br />SECTION B-113SECTIONC-C
<br />�
<br />FRAME a COVER
<br />(STORM MANHOLE)
<br />Fir7/Sh
<br />JIUGWALK 4",
<br />STREET PAVEMENT to
<br />METER
<br />BOX -
<br />6
<br />lVOtei
<br />•48•MIN.TOAVOID•
<br />(Nape /2', 20 L F oz"f lro
<br />sev✓c9- 7�pe
<br />C/ /50 �egrJ )
<br />I - -o) '
<br />SEWER- WATER CROSS/NG
<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 -3/4" OR I" ur hnu POLYeTr+YLeNE,so¢-7(11�5�
<br />-
<br />JAMES JONES J15OO TUBIN6-T-Yp1 --tKI`
<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 BE 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 ISI OR LARGER SERVICES.
<br />STANDARD COPPER WATER
<br />SERVICE INSTALLATION
<br />MJ'i LATHROP COUNTY WATER DISTRICT
<br />IL., 'WI Y ,,A4 LATHROP, CALIFORNIA
<br />Pik NOLTE and ASSOCIATES
<br />IL Engineers / Planners / Surveyors
<br />❑ DENVER, 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 />IIx" Did.
<br />5 - 6
<br />Top of Curb-,,y'�-"`�
<br />I �•_--- • It at
<br />to
<br />A
<br />Flawline of Gulter (/ 1 Expansion Joint c
<br />O
<br />Expansion Joint-,4'-� 1'-'- I
<br />1 � fV
<br />1 LID of Gutter-,
<br />9"
<br />i 2" Mln.
<br />Y � I
<br />'1• Boss 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 />24" 010. Cone. 4' -N
<br />Pipe (SEE NOTE �' 10" DI a. Min. �� Boss
<br />No. S) -M
<br />M
<br />•4 . S X 0.01rrr
<br />FT Mln
<br />A. n •4 .. v .•. �' -
<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. Gate, 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 111 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 />-'----{ I machined to assure interchangeability
<br />251'
<br />and a close ,quiet fit.
<br />v I
<br />L �„ }
<br />311
<br />1"
<br />2
<br />SECTION A -A
<br />a'
<br />r STEEL BAR VENT -OPTIONAL
<br />\" w
<br />--- i I
<br />SECTION B-113SECTIONC-C
<br />�
<br />FRAME a COVER
<br />(STORM MANHOLE)
<br />Fir7/Sh
<br />7,77r
<br />p .v/ •� a
<br />lVOtei
<br />(Nape /2', 20 L F oz"f lro
<br />sev✓c9- 7�pe
<br />C/ /50 �egrJ )
<br />`�-wn/tor-r %te.vrr
<br />SEWER- WATER CROSS/NG
<br />DETAIL
<br />ji
<br />1
<br />TRACT No. 2051
<br />VALLEY HAVEN UNIT No. 1
<br />DETAIL SHEET
<br />CALIFORNIA
<br />SHEET
<br />3el
<br />OF 36 SHEETS
<br />JOB NO.
<br />2707-89-04
<br />
|