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•
<br />C.Y
<br />EXIST. PAVED AREAS
<br />1
<br />14
<br />0.70' A.C. (A.C. Misc. Areas)
<br />306
<br />C.Y.
<br />&t� z4m
<br />C. Y,
<br />C. Y.
<br />0.15'A.C., 0.50' A. B. 0.60' A.S.B.
<br />f Rodii
<br />57.00
<br />1 11t"' I
<br />O
<br />I
<br />Tata/
<br />-J
<br />;r)
<br />Min
<br />(Typ•)
<br />to a min. relative compaction
<br />w/Frame E'Cov er
<br />—i —yJ
<br />P_
<br />Expansion Joint (Typ )
<br />i'
<br />A
<br />J
<br />I. MAY BE LESS THAN 2' WITH THE
<br />APPROVAL OF THE ENGINEER
<br />2.24" pipe barrel shall be Class III R C.P
<br />or Class Iii A.C. P
<br />r
<br />Frame 9 Grate
<br />Bolt
<br />t Class " B" Concrete
<br />SECTION A -A SECTION B- 8
<br />STANDARD STORM
<br />DRAIN INLET
<br />(2)-Z x 2"
<br />MOCNfte 9
<br />A
<br />B .-o-
<br />PLAN
<br />SECTION A -A
<br />NOTES 1. Irving type grate may be
<br />used as alternate
<br />2. Grate shall be fastened to frame
<br />with 18"x4" heat-treated chain
<br />Is it
<br />14 I�•
<br />9 L
<br />I I•
<br />I '
<br />i
<br />t•�
<br />L f
<br />in a I
<br />24" LI.D.) .
<br />Top of pavarmd grade
<br />Precast reinforced concrete
<br />grade adjustment rings
<br />2" 3", 4" IN 6" sections
<br />as required
<br />Precast reinforced `'
<br />concrete cone.
<br />All joints mortared and
<br />banded with mortar on •
<br />both Heriot and exterior `!
<br />Preemst r*Woreed manhoie
<br />pipes, Ckass 1, as required 4'-
<br />to i"iin� proper elevati
<br />ton
<br />Cast iron From• and Ceusr
<br />a
<br />2, S sections.k Lowest
<br />IL
<br />� 1 I
<br />17
<br />.. Ckm 080 Concrete for r
<br />40
<br />base. Pre- cast bole
<br />may be used if approved
<br />by the Enonew
<br />ELEVATION
<br />-STORM SEWER MANHOLE
<br />NOTE: A 6" concrete cone may be used if approved by the Engineer.
<br />ITD —3 "OLES
<br />EouALLY SPACED
<br />-t. - •III UT
<br />10101141
<br />PLAN VIEW
<br />r-------- - - 2 7`-
<br />24w "-24"
<br />- 31J=
<br />SECTION A -'A
<br />" STEEL SAM VENT - OPTIONAL
<br />—
<br />2"
<br />r�
<br />30
<br />NOTE: Frame and Cover shall be
<br />machined to assure interchangeability
<br />and a close,quiet fit
<br />FRAME 81 COVER
<br />(MANHOLE)
<br />E
<br />REFER TO PLAN 8 PROFILE SHEET
<br />FOR WIDTH & LENGTH
<br />SECTION B - B SIDEWALK
<br />CONFORM
<br />SAW" CUT
<br />v
<br />FRAME & GRATE - VARIABLE SLOPE CONFORM
<br />4�QoG g4io.:�ij:4.A :44::.d:'.:oi.`Q�•.4`.•,�.QQ4•v:Q'�"21:C:Q:�:�/,=<{::_q':.:d•U'.;Q::'G'::cS=.4:C.:
<br />iSTANDARD STORM DRAIN INLET) —.. �'b 4�''Q•d`•`GQ-:R Q: ,:v;:u'•; :p••:,.q}__„
<br />W
<br />F-
<br />CONCRETE DRIVEWAY
<br />I
<br />DRAWN 8Y DATE
<br />PROJECT ENGINEER DATE CHECKED DAT E SUBMITTED DATE APPROVAL RECOMMENDED DATE
<br />✓•-LCL V I +' �.���ili���n� �I ✓ • `�.4.�•'. ��IISf09
<br />ROAD FILE INDEX No
<br />4
<br />—-- 7'- 0"
<br />4'-0" Sidewalk 12" 2' -0"--- Broom Finish
<br />Broom Finish sc".vlg Lhle I r - At Returns CONSrAZICr'ON N04ES
<br />SIoDe perI' -� �- I� Level Line ROADWAY ,ForC,4Wr/0N
<br />2
<br />o a , o + - - �"� Tt �} //boon I',Euc%"d-/Plain ,L ine
<br />_�
<br />- ' + N/hV Radii 8 Xisconsin
<br />SIN Radii @ Wi3YOnsin
<br />Dowels-aor2dio. x 24" spaced RuInson Ave.- Main /rine f' Radii
<br />12 " o. c., greased and wrapped
<br />one side through every TofQ/
<br />expansion joint
<br />MONOLITHIC BEVEL TYPE R&OCX7,6 SPR/NA(L CR HEADS
<br />CURB, GUTTER a SIDEWALK Sfa. Ov,80 -tRf
<br />Va. 3 f -
<br />50 4 t
<br />NOTES'. TOta/
<br />I. Construct expansion joints Z 200' maximum and at returns, around light poles, C A T YNG AJC
<br />hydrants and other flied objects at sidewalk. ORIY6 N�'i Y / D„
<br />2 Transverse weakened plane joints shots be constructed nq 12' maximum Intervals
<br />514 /-A 45 ,Ct.
<br />CURB, GUTTER, 81 SIDEWALK (3'',4.C. Over CoInpacied Notive)
<br />Tafo/
<br />L;p
<br />VIEW A -A 4 - 6- 4' —
<br />"
<br />with 45'
<br />bevel with r_ --�f j7," .iij.'T •. �.ecf;
<br />" Chorrrhr • : - 1 "
<br />I VIEW B - B
<br />I
<br />I
<br />I
<br />1
<br />Expansion Joint Typical
<br />MIN.
<br />� 0
<br />Grooved in a herringbone
<br />pattern with 1" grooves approx
<br />O.C. ;grooves should be
<br />aligned parallel to crosswalk
<br />stripes
<br />4
<br />Grooves approx A' O C
<br />R / W
<br />or
<br />12' Prop•rtyLine _
<br />'-Expansion Joint Typical
<br />Face of Curb -
<br />Crosswalk
<br />WHEEL CHAIR RAMP
<br />COUNTY OF SAN JOAQUIN
<br />Z,964
<br />C.Y
<br />EXIST. PAVED AREAS
<br />C,Y•
<br />14
<br />0.70' A.C. (A.C. Misc. Areas)
<br />306
<br />C.Y.
<br />RECONSTRUCTION AREA
<br />C. Y,
<br />C. Y.
<br />0.15'A.C., 0.50' A. B. 0.60' A.S.B.
<br />f Rodii
<br />57.00
<br />Existing Pavement
<br />O
<br />I
<br />Tata/
<br />6 Compact In 12" max- layers
<br />;r)
<br />Min
<br />(Typ•)
<br />to a min. relative compaction
<br />w/Frame E'Cov er
<br />2
<br />of 90% under pavement and
<br />,Cine
<br />315-00
<br />shoulders,
<br />,4/pi,?e Radii
<br />Type ,4' R. C.P. C/..71Z'
<br />3.00
<br />>
<br />Xlsconsin Rodii
<br />c--COmpoct in 24"max. layers
<br />7.00
<br />TO N
<br />- to a minimum
<br />" Radii
<br />34.00
<br />relative compaction
<br />g�T
<br />Curh, Gaffer e Sidewalk
<br />�of 8O%
<br />O_
<br />4-C. Afisc. Areas
<br />Moon if ,Fac/id 114 side
<br />6.00
<br />TON
<br />Compact in 6" layers
<br />7'o la
<br />10"
<br />0. D. 10" to a minimum
<br />Z • A'
<br />Ruinson t Radii ,Cf Side
<br />relative compaction
<br />x
<br />/ / 4
<br />0.
<br />D.+ 20" Max. of 90 %
<br />TYPICAL
<br />TRENCH BACKFILL
<br />COUNTY OF SAN JOAQUIN
<br />Z,964
<br />C.Y
<br />/6
<br />C,Y•
<br />14
<br />C.Y
<br />306
<br />C.Y.
<br />3,3 00
<br />C. Y,
<br />/
<br />fa•
<br />C. Y.
<br />,401n e Radii'
<br />12".0(411 Pipe (Type B)
<br />S. O O
<br />7 S. Y.
<br />7 S. Y.
<br />CZ ,455 4 ,4 66R eGAT,E .5118845E
<br />WOO,? f'. &C/id-/Plain Line 1630.00 C. Y.
<br />A/pine Radii 6.00 C. Y
<br />X:FC0,7Sin Rodii 14.00 C • Y
<br />Ramson - Main ,Cine -A Radii 68.00 C. Y.
<br />7o' Ya 7/8.00 C. Y.
<br />C/433 2.4 66R,, 9 4Te BASE
<br />moon frEuc/id- main ,Cine
<br />Sz 5.00
<br />C. Y.
<br />,401n e Radii'
<br />12".0(411 Pipe (Type B)
<br />S. O O
<br />C. Y.
<br />10115c0nsi n Radii
<br />Af 4/f Pip e (Typ e A)
<br />12.00
<br />C. Y.
<br />RuInson - /Plain Line
<br />f Rodii
<br />57.00
<br />C. Y,
<br />,C. r
<br />Tata/
<br />5917.00
<br />C. Y.
<br />ASPf1AL T CONCwnz.
<br />(TYPE B)
<br />w/Frame E'Cov er
<br />2
<br />M0017 19 2``ac%d - /thin
<br />,Cine
<br />315-00
<br />T O N
<br />,4/pi,?e Radii
<br />Type ,4' R. C.P. C/..71Z'
<br />3.00
<br />TON
<br />Xlsconsin Rodii
<br />Type B RC.I? C/ 1zA.C.P.
<br />7.00
<br />TO N
<br />Namson -/Plain ,Cine
<br />" Radii
<br />34.00
<br />TON
<br />Qrivewgy (Type D)
<br />Curh, Gaffer e Sidewalk
<br />/.00
<br />TON
<br />4-C. Afisc. Areas
<br />Moon if ,Fac/id 114 side
<br />6.00
<br />TON
<br />Z.,Ir
<br />7'o la
<br />366.00
<br />ToN
<br />R14C,e AC, MISC. 48,643
<br />Sla. 11425 To Nl. // Sfa. //467 13.00 S• Y
<br />Tato/ /3.00 S.Y.
<br />STORiY! SEl IeR
<br />/0"1 411 Rice (Type,4)
<br />36
<br />L.F.
<br />12".0(411 Pipe (Type B)
<br />0
<br />1116
<br />L . F.
<br />Af 4/f Pip e (Typ e A)
<br />213
<br />1. j
<br />Pipe Type B)
<br />47/
<br />,C. r
<br />2 4"'Sfor/n Drain 1n/et
<br />vlA-ralne 41'6rate
<br />S
<br />Ea.
<br />48"Storrn Sewer Manholes
<br />w/Frame E'Cov er
<br />2
<br />Ea.
<br />,4ZZ 0&d BL E ,41-r,6RN,4T11/E'
<br />STORM SxcMef
<br />PIPE
<br />Type ,4' R. C.P. C/..71Z'
<br />4. C. P. Cl. 7Ir
<br />SHEET
<br />TOTAL
<br />Type B RC.I? C/ 1zA.C.P.
<br />Cl.
<br />SHEETS
<br />yy��
<br />p
<br />CL ASS ;5 " CONCR,E rf
<br />0
<br />S
<br />Curh, Gaffer e Sidewalk
<br />do
<br />Moon if ,Fac/id 114 side
<br />93 8
<br />Z.,Ir
<br />If/ Side
<br />/ 6 2 4
<br />Z • A'
<br />Ruinson t Radii ,Cf Side
<br />/ / 4
<br />L.,4 -
<br />Rt Side
<br />8 9
<br />,C.f
<br />rota/ 2,/ 65 Z. F
<br />,OWYE WYS -f *' ,W.44f/lY,4YS
<br />varies zacal ORS on Plan O."Profize Sheets 255 S.Y.
<br />CONSTRUCT/ON NOTES 41 DETA/LS I PROJECT
<br />MOON a EUCZ /D AM
<br />,4/pine Ave. To Wisconsin Ave.
<br />T-
<br />0
<br />Z'
<br />X
<br />W
<br />a
<br />2
<br />W
<br />J
<br />I�
<br />SHEET
<br />TOTAL
<br />NO
<br />SHEETS
<br />yy��
<br />p
<br />0
<br />S
<br />do
<br />
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