|
4
<br />l rft`ing
<br />Groove
<br />I I
<br />I I
<br />I j
<br />I I
<br />L----------------- --J
<br />rr
<br />0
<br />3/8 Dia. bent rod
<br />threadeo'each end,
<br />with hex nuts.
<br />I
<br />seal
<br />weld
<br />7
<br />to
<br />Alum, Plate
<br />Tack weld
<br />i
<br />SECTION A
<br />RETRACTABLE HANDLE
<br />DETAIL 1
<br />3
<br />Me Sorely
<br />"yo )
<br />SPAN (W
<br />77hICXNESS
<br />2'6"or less
<br />?�711t0 4'0-
<br />'0"4=1"to
<br />the existing pavement
<br />4-'l "to5"6"
<br />in quality
<br />and thickness.
<br />14
<br />U U U U /1iIiVliirlU,i�l PLATE THIC/INESS SCHEDULE
<br />*Aluminum bar arc' checkered e
<br />PLAN 10 tnOICh, See ??'ons
<br />for Thickness.
<br />N07E. Orn/screws where h/"7
<br />is specif/'ed.
<br />"X ()A/uminum �s I!
<br />bar continuous) %"dia. X °SST F'afhead csk
<br />machine screws, one each
<br />corner and 2'0 ¢e, max,
<br />Embed % SSThexnut Aluminum Chec fP C.£�
<br />with i"XZ"anchor 2=0 oc. 71
<br />Hc/d in Face w,'bo/l fhru d
<br />angle when peur/"/79 c0r7c.
<br />' _.x, l Alum1nu.1;' a,7gle and bar
<br />AZ"dia. alum. rod anchor
<br />2' L7 an71r7o7'less
<br />lhan 2 per side,—�
<br />may be exp us/ons.
<br />?. COat aluminum in c077iact
<br />II concrete 0,'bilurrinaus
<br />c0m1V0u.70'• COL4f -OL' w./th
<br />c, zror77a1t IV ^ir.7er before
<br />embedding /r7 concrete,
<br />SECTIONAL ELEVATION
<br />CHECKERED PLATE SEAT
<br />DETAIL 2
<br />3
<br />4'X 4 "Atumrrzum r/in9es Z� % "o'ia, countersink fype
<br />904 SST screws per hinge
<br />and door
<br />/�j � Thickness
<br />rr 6••,
<br />S%dia. �14handle
<br />in 4.1'o"47. holes.
<br />2"x1en9f17 of bar
<br />q
<br />CHECKERED PLATE HINGE
<br />DETAIL 3
<br />3
<br />UNAUTHORIZED CHANGES & USES
<br />`OTE
<br />Provid slot in 01471e or
<br />Grate, and 17OXIC for
<br />locking the cover.
<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: ✓UIy 1988 /6\
<br />SCALE: No;- To Scale,/,5\
<br />DRAWN BY: MG Transfer °
<br />CHECKED BY, RGA
<br />PROJ MGR., PRC A -m Tr, Li -9-91 RGGo2D D2ALJiNG
<br />i
<br />PROJ. ENGR.: r EA
<br />BY DATE REVISIONS
<br />o / of 85 /,. - 3” CIIar
<br />o� Compact in 6" layers ~2 Te Bars a 18"
<br />to a minimum
<br />10'` 0, D.. IO° relative compaction o =4 Reinforcement BarS
<br />Min. Min of 90 %.
<br />0. D.+20" Min. >
<br />COMPLETE ENCASEMENT
<br />NOTES
<br />I. Relative compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Monuol, test method No Colifornia 216 or 231.
<br />2. All existing pavement shall be neotly 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. A When shown by soil composition and compactibility, ninety percent (90%)
<br />compaction may be used, when approved by the Director, of Public Works.
<br />TYPICAL TRENCH BACKFILL
<br />DETAIL 4
<br />3
<br />C7/7 MA //V 154leS
<br />FO.P OPEN//VG ro ".D/A. ANO
<br />LARGER ADO d/AGONAL BAPS
<br />AT CENTER OF SYABS OR FYALLS
<br />SAME S/ZEASMA/N 9AR
<br />(SOUAREIJ OPEN/NG SIMILAR)
<br />t—
<br />-� J
<br />ADD 7/ -/ESE M4^5" TO
<br />EQUAL AREA OF Ii N
<br />MANN BARS
<br />OPENING IN SLAB OR WALL
<br />DETAIL 5
<br />3
<br />Alum. bar -i¢ X2 Z Slainless sleel saddle
<br />�6 maximum. (min, 41oer
<br />pa,
<br />a u u
<br />,I
<br />Alum. L^ Z'XZ'X c —r'� ., Alurn/"num
<br />41um.bar Q x'x¢" G, alin9
<br />wr'Th 1"hook @ !"yyelded sled
<br />24 "maximum, _ Yvith hek nut.
<br />3�6
<br />GRATING SEAT
<br />DETAIL 6
<br />3
<br />_- — dla. X 9"alum, bar
<br />welded 710 gu/"o'e @ /9 "o. C.
<br />/Alum, bar rack
<br />s
<br />a P
<br />6 �� Bar Rack Guide - % alum.
<br />4°clear X 2"inside dim.
<br />f/77beo' /"n wall, one each
<br />I side.
<br />SECTION
<br />Cut Off' 1% Of
<br />3r/ leg -
<br />BAR RACK GUIDE INSTALLATION
<br />DETAIL 7
<br />t 3
<br />�\ NOLTE and ASSOCIATES
<br />1k Engineers / Planners / Surveyors
<br />SA(RANA[ NTLI SAS DIt I;(> SA.A <)51 \kA1 NC I (RI I F
<br />l)lf,i 446 t02(1 IW'f 2-n1i1", 1411A :T_ 11011 41)1'+l4811tal
<br />h
<br />Top of pavement
<br />Backfill with
<br />materials equal to or
<br />better than
<br />the existing pavement
<br />:.�•,•,: w,
<br />in quality
<br />and thickness.
<br />14
<br />6/000
<br />Existing pavement
<br />13
<br />/8
<br />Precast reinforced
<br />0
<br />- —
<br />6"l— Compact in 12" max. layers
<br />'
<br />24
<br />to a min. relative compaction
<br />(Typ.)
<br />_
<br />of 95%runder pavement Bnd
<br />x
<br />14
<br />shoulders, and 90%
<br />30
<br />—_— —
<br />— outside shoulders.
<br />AREA
<br />14 25
<br />pipes, ASTM C478, adjust to
<br />^�
<br />—
<br />— ��Compact
<br />o
<br />in 24°max.layus
<br />to a minimum
<br />o
<br />p
<br />— relative compaction
<br />N
<br />�
<br />o
<br />o / of 85 /,. - 3” CIIar
<br />o� Compact in 6" layers ~2 Te Bars a 18"
<br />to a minimum
<br />10'` 0, D.. IO° relative compaction o =4 Reinforcement BarS
<br />Min. Min of 90 %.
<br />0. D.+20" Min. >
<br />COMPLETE ENCASEMENT
<br />NOTES
<br />I. Relative compaction of materials shall be tested by the State of California,
<br />Dept. of Transportation Testing Monuol, test method No Colifornia 216 or 231.
<br />2. All existing pavement shall be neotly 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. A When shown by soil composition and compactibility, ninety percent (90%)
<br />compaction may be used, when approved by the Director, of Public Works.
<br />TYPICAL TRENCH BACKFILL
<br />DETAIL 4
<br />3
<br />C7/7 MA //V 154leS
<br />FO.P OPEN//VG ro ".D/A. ANO
<br />LARGER ADO d/AGONAL BAPS
<br />AT CENTER OF SYABS OR FYALLS
<br />SAME S/ZEASMA/N 9AR
<br />(SOUAREIJ OPEN/NG SIMILAR)
<br />t—
<br />-� J
<br />ADD 7/ -/ESE M4^5" TO
<br />EQUAL AREA OF Ii N
<br />MANN BARS
<br />OPENING IN SLAB OR WALL
<br />DETAIL 5
<br />3
<br />Alum. bar -i¢ X2 Z Slainless sleel saddle
<br />�6 maximum. (min, 41oer
<br />pa,
<br />a u u
<br />,I
<br />Alum. L^ Z'XZ'X c —r'� ., Alurn/"num
<br />41um.bar Q x'x¢" G, alin9
<br />wr'Th 1"hook @ !"yyelded sled
<br />24 "maximum, _ Yvith hek nut.
<br />3�6
<br />GRATING SEAT
<br />DETAIL 6
<br />3
<br />_- — dla. X 9"alum, bar
<br />welded 710 gu/"o'e @ /9 "o. C.
<br />/Alum, bar rack
<br />s
<br />a P
<br />6 �� Bar Rack Guide - % alum.
<br />4°clear X 2"inside dim.
<br />f/77beo' /"n wall, one each
<br />I side.
<br />SECTION
<br />Cut Off' 1% Of
<br />3r/ leg -
<br />BAR RACK GUIDE INSTALLATION
<br />DETAIL 7
<br />t 3
<br />�\ NOLTE and ASSOCIATES
<br />1k Engineers / Planners / Surveyors
<br />SA(RANA[ NTLI SAS DIt I;(> SA.A <)51 \kA1 NC I (RI I F
<br />l)lf,i 446 t02(1 IW'f 2-n1i1", 1411A :T_ 11011 41)1'+l4811tal
<br />h
<br />Top of pavement
<br />grade �
<br />Precast reinforced concrete
<br />LBS.
<br />grade adjustment rings
<br />:.�•,•,: w,
<br />6 OR LESS
<br />2", 3", 4" 6 6" sections
<br />14
<br />6/000
<br />as required
<br />13
<br />/8
<br />Precast reinforced
<br />%-• (-
<br />concrete cone.
<br />t0
<br />- All joints mortared and
<br />24
<br />banded with mortar on
<br />12
<br />26
<br />both interior and exterior
<br />x
<br />14
<br />surfaces.
<br />30
<br />32j00
<br />Precast reinforced manhole
<br />AREA
<br />14 25
<br />pipes, ASTM C478, adjust to
<br />^�
<br />4'�
<br />proper elevation. (1',2', 3', 8
<br />Cast iron Frame and Cover — refer
<br />to Improvement Standard No. C-5
<br />5" Min.
<br />a,
<br />0
<br />0
<br />0
<br />4 wtions as required) r; Lowest A..
<br />0FL
<br />t ,
<br />>
<br />I
<br />4 '' t' Class "B" Concrete for -
<br />base. Pre- cast base
<br />moy be used if approved
<br />by the Engineer.
<br />STORM SEWER MANHOLE
<br />DETAIL 8
<br />2
<br />n
<br />s �—I
<br />s
<br />GA�IANIZE AFTER FABRICATION
<br />GRATE MANHOLE COVER
<br />DETAIL 9
<br />2
<br />Bar Rack Gur"de
<br />v % "Alum, F__1 r"nsr"de c'/"rrz 4 "clear,
<br />leg dim, ^'2� See Secriory
<br />al .ef/
<br />Rack
<br />%Holum. � Embed r"n
<br />floor befw�en bar rack guides.
<br />or"a, alum rod anchor
<br />x 6 1110179
<br />ELEVATION
<br />LATHROP
<br />�LLfD
<br />IG
<br />I}o —3 HOLES
<br />EQUALLY SPACED
<br />PLAN VILIN
<br />-h
<br />j�—
<br />:�
<br />JCV1
<br />STEEL BAR VENT -OPTION
<br />SECTION B -B
<br />E
<br />ILE
<br />SECTION C -C
<br />NOTE, Frame and Cover shall be
<br />machined to assure Interchangeability
<br />and a close , quiet fit.
<br />MANHOLE FRAME AND COVER
<br />DETAIL 10
<br />2
<br />THRUST BLOCK DESCRIPTION THRUST BLOCK SIZE
<br />DIAMETER HORIZONTAL BEND WEIGHT
<br />OF SURFACE THICKNESS AT
<br />v THICKNESS
<br />ix PIPE AREA VERTICAL
<br />H S s0 FT INCHES BENDS
<br />%
<br />INC E
<br />LBS.
<br />90° BENDS
<br />:.�•,•,: w,
<br />6 OR LESS
<br />7
<br />14
<br />6/000
<br />a
<br />13
<br />/8
<br />10,700
<br />•:,�.'f•t�'r
<br />; �' ,,; A� • I� SURFACE AREA
<br />HORIZONTAL BENDS
<br />t0
<br />19
<br />24
<br />111
<br />12
<br />26
<br />_
<br />24
<br />24,000
<br />14
<br />35
<br />30
<br />32j00
<br />THRUST BLOCK DETAILS
<br />DETAIL 11
<br />3
<br />SHEET
<br />DETAILS
<br />28
<br />VALLEY HAVEN STORMWATER CONTROL FACILITIES OF 36 -s
<br />SAN JOAQUIN COUNTY ,
<br />�OB NO _
<br />CALIFORNIA 2738-88-01
<br />18 55
<br />36
<br />TEES B DEAD ENDS
<br />THICKNESS
<br />6 OR LESS 5
<br />12
<br />8 9
<br />IS —
<br />".,_ .yz it IGi.°:' tee'%"rte
<br />t
<br />10 14
<br />—
<br />16 —
<br />12 19
<br />24 —
<br />.:.
<br />__, SURFACE.
<br />s: I
<br />AREA
<br />14 25
<br />—
<br />2439
<br />41
<br />—
<br />36
<br />o
<br />NOTE
<br />SU1tFACE AREA
<br />ALL VALUES SHOWN
<br />ARE MINIMUM FOR
<br />A HYDROSTATIC PRESSURE OF 150 PS. I.
<br />AND A SOIL RESISTANCE OF Z70 PSF/F-T
<br />DEPTH WITII PIPELINE
<br />A MINIMUM OF 3 FT.
<br />OF COVER.
<br />CONCRETE SHALL
<br />eE 2600 PSI AT
<br />28 DAYS.
<br />THRUST BLOCK DETAILS
<br />DETAIL 11
<br />3
<br />SHEET
<br />DETAILS
<br />28
<br />VALLEY HAVEN STORMWATER CONTROL FACILITIES OF 36 -s
<br />SAN JOAQUIN COUNTY ,
<br />�OB NO _
<br />CALIFORNIA 2738-88-01
<br />
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