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NOTES:
A - tams CIA. BUTTON HEAD SPLICE BOLT 82M LONG WITH STD. WASHER UNDER NUT (B REQ. PER SPLICE JOINT).
B -tams DIA. BUTTON HEAD BOLT 190Iml112BBms LONG WITH NUT FOR BOLTING 150mm/700em ROUTED OFFSET BLOCK TO STEEL POSTS OR
tame DIA. BUTTON HEAD BOLT 457ee LONG WITH STD. WASHER UNDER NUT FOR BOLTING TO WOOD POSTS (1 REQ. PER LOCATION)
Note: C - FIELD PUNCH HOLES INTO THE GUARDRAIL AS DIRECTED BY THE ENGINEER.
This drawing is dimensioned in
HEET OF 7 rillimsters unless otherwise TYPICAL GUARDRAIL AND GUARDRAIL POST ALTERNATIVES SHEET OF 7
8UM dspioted d within the drawing. 862D02
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Note: CABLE ASSFMBLY
This drawing is dimensioned in SHEET OF 7
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662 002 depicted within the drawing. $62002
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Notes IOMMX63MM
This drawing is dimensioned in TER?YIINAL END SECTION
millimeters unless otherwise
depicted within the drawing.
78
NEUTRAL AXIS
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_uDETSCTASLE WARNING 001!/ /HALL COVER BOOM LSN/TH AND FULL WIDTH OF THE NOTE: A PORTIOND 0 E 0F0 ONiNTMp RETURN g
RAMP PLo011 A/ SHo w ON THE DETAIL/.
_ E. THE RAM MAY WE YELLOW IN COLA DR ANY COLOR WITH A 70? C?NRIMT RATIO. d,
M / x-(A? PAINIa JOINT il- Z
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DISTANCE FROM PRONE EDGE OF /IDLWALK SEE NOTE 1 • ZM
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C A "( /IDmM/l( N.OPE/. QS y.
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(/i9 NOTE 12)
OEE NOT! 1
PLAN VIEW
.o... DUAL RAMPS
RADII WIDTH)
-??--
1'••' •• aCAQ_CJA4_Y (I. OR MIN. FLOOR
CON
DETECTABLE WARNING DOME8
Motet PLAN VIEW FC [1..E
1"°0This drawing is d imensioned in DIAGONAL RAMP HEFT 1 OF 3 mi111meters unless otherwise MAIL' 7.e¦ RADiI BNEET 1 OF 3
IR RAID
848005 (lt M MIN. FLOOR WIDTH) a 848005
depicted within the drawing. ]NOT PlPYINIFOR NEW Oa/YRUCTIa] P ClN
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SEE NOTE 4 -
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DETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR AMPS,
PEDESTRIAN CROSSWALKS AND STOP LINES FOR T€E 1NTER8ECTIONS ALLOWABLE LOCATIONS
-------------------
DUAL RAMP RADII ...........ANY
Motet DIAGONAL RAMP RADII.•.MA7(. 7.8m
This drawing is dimensioned In PROPOSED WHEELCHAIR RAMP (DIAGONAL RAMP 18 NOT
EET 2 OF Nillimstera unless otherwise l PROPOSED OR FUTURE SIDEWALK PERMISSIBLE FOR NEW CONSTRUCTION) SHEET 2 OF 3
848005 depicted within the drawing. 848005
made
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erro?erd AT d 1886640

tri NOTES:
G
H 1. CONSTRUCT THE WALKING SURFACE WITH BLIP RESISTANTANCE AND A 7046 CONTRASTING COLOR TO THE SIDEWALK.

N 2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS.
g
m ~~ 3. NORTH CAROLINA GENERAL STATUTE 138-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE
~ z _ OPERATIO UTIL IES OR ALTERED FOR ANY
E
U
T
R
S
R
C
N
R
CURB AND
INTERSECTIONS WHERE BOTH
ABLED AT ALL
DI
PHYSIULLY
THE
WRELCHAIR
RAMPS FOR
PROVIDE
C
m PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
Z H ?1 IN ADDITION SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION
c7 H AFTER JULY 1,1978 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR 18 PLANNED FOR A FUTURE DATE.
D THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS
RIGIN AND RELIGION UNDER THE CIVIL
T
H IONAL O
PROTECTIONS BIYILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NA
RIGHTS ACT OF 1984. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS.
4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS LIGHT
ETC.
INL
POLE
FIRE
BETWE NE T4E RAMPS FFEPLACE UAL RAMPS ERE
CT PLACEMENT TWO RAMPS AREYINSTALTHE EPLACEENOTELESS THAN SOOmm OFS ULL H IGHTT CURB DROP
AS NEAR PERPENDICULAR TG THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
8. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (80. METERS.)
8. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. METERS.)
m 7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS
I NECESSARY TO SATISFACTORILY COMPLETE THE WORK.
rmi S. DO NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET.
a 8. CONSTRUCT WHEELCHAIR RAMPS 1.Om OR GREATER FOR DUAL RAMPS AND t.bm OR GREATER FOR DIAGONAL RAMPS.
D 10. USE CLASS "8" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE.
2r 11. PLACE A 13. EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD. DWG. 848.01.
r
M p 12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII,
WITH ALLOWANCE OF A 1.Om CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP 19 INSTALLED. (SEE NOTE 17)
ra 13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES 80 THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN
THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES 80 800mm OF FULL HEIGHT CURB FALLS WITHIN
THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES.
O 14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 1.8m. A CROSSWALK WIDTH OF 3.Om OR GREATER IS DESIRABLE.
3J 18. USE STOP LINES NORMALLY PERPENDICULAR TO THE LANE LINES WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH
VEHICLES ARE RQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SION OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH
SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE PARALLEL TO THE INTERSECTING ROADWAY.
18. TERMINATE PARKING A MINIMUM OF S.OM BACK OF PEDESTRIAN CROSSWALK.
17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
Note:
This drawing is dimensioned in
T 3 OF 3 sililaetere unless otherwise
1 0; depicted within the drawing.
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1 91 1 91 N ? 01 W TO
a U! Y3 is
L L L t F; a W 9
TOP ELEVAT
Q

- y ° 8 N ION ?
G ec 9 b G zf` ?f` INVERT ELEVATION
V

.,
r., 2Y+
G
1
1
N r?
F t?
??
INVERT ELEVATION
- , 9 _
j i SLOPE CRITICAL

l id I

s

? ? g g

CLASS IV R.C. PIPE

Wo c 1.63
a
0 o 1.63 9
1.63 9

+ DNi
k: I

1.83

^'
W
'Y
o
,.63 r-
1.63 O
is ?
N N 2.01 do

2.01 v?

2.01

tz

2.61 r

315mm ODE DRAIN PIPE wj
1

Iv
R.C.P. ?.y
V >

C.S.P. I
\J
m PER EACH (0 THRU 1.50) QUANTITIES
4
`
O
GE
FOR
DRAINA Z
u

Q CTU
U
STRUCTURES ] "i?
+
o it +t„ 1.5THRU3.00 > 'TOTAL L.F. FOR PAY O
yy

q QUANTITY SHALL BE COL. ?I
o
? 3.00 AND ABOVE m A' t (1.3 X COL'S') O
Wo C.& STD. 610.01 OR STD. 640.02 y
/V

T x
p
W
o G)
D.I. STD. 640.14 OR STD. 840.15 O y,t
J
D.I. FRAME AND ORATE STD. 840.16 S?
6
1
c M.D.I. TYPE 'A' STD. 840.17 OR 640.26
. o
'
" .4
?
o - STD. 810.16 OR 61017
M.D.I. TYPE
B
'A
W
~

'
" 1
?
N
0
STD. 840.19 OR 84028
M.D.]. TYPE
D
f6
o M.D.I. FRAME WITH ORATE STD. M0.22 17Z >
c M.D.I. FRAME WITH TWO ORATES STD. 940.22
c SPRING BOX (?.
N
0 M.D.I. (W.S.) FRAME WITH TWO ORATES STD. 84020
J.B. STD. 840.31 OR 940.32
CONVERT EXISTING C.B. TO T.B.J.B.
M.H. FRAME AND COVER W. 940.54
T.B.D.I. STD. 840.35
O.T.C.B. STD. 040.04 OR $40.05
600 X 600 X 600 PERF C.&P. TEE RISER 1.83 THICK
CONVERT EXISTING C.B. TO DI
CONVERT EXISTING DI TO JB
CONVERT EXISTING JB TO DI
±
0 ro CORR. STEEL ELBOWS @ 400mm
N° CORR. STEEL ELBOWS 0450mm
CORR. STEEL ELBOWS @ 600mm
Ll
c CORR. STEEL ELBOWS ® 800mm
° S 640
CONC
COLLARS CL 'B" M3 STD
72
+ .
.
.
CONC. 8 BRICK PIPE PLUG, M3 STD. 840.71
F3 PIPE REMOVAL (METERS(
C ?(
iS
S
PREFORMED SCOUR HOLE 1
I

ti b
Z
?
9
?
b
? w
m
t-
Ao
q
Yn

F R.R
a 8 pap
s RR
6 qq
a iQQF
a i5 Q?Q
2S IQQ?
2S o o Lf t5 S 2S 2S a a 8 8 2S 2S a 2S 2S 25 25 6 C
P 29 pi r. r q t -ri -ri 29 21 2q ri r ' q p p 4 211 41 41 41 1 p ¢ ? ? 21 29 . ? 21 q 2 2 qj q- p 2i 2i ? ? 2q 2 LOCATION (LT.RT,ORCLr
2! ;g 81 81 81 8 P s a E9 s E8 ° a 8 8 EC 8 8 8 !41 S 8 ES s e x E3 o E3 i 8 8 $ $ S 'J z 8 $ $ & FROM
STRUCTURE NO.
8 8 8 8 8 E8 8 ? 4 sl N1 !A `v' t t t TO
yy c TOP ELEVATION
ES ;

Y N N N N N N tit N
INVERT ELEVATION
n-1 ? -i 1 m p
Za M ?t
16 ?+ s Q
v S
io INVERT ELEVATION
25
< j BLOM CRITICAL.

I ppp}}}
?
?
N
2
IV Cl Ci N Ci V

a

a W n

CLASS N R.C. PIPE

1.63 g
1.63
1.63

6 1.63 § ?

1.83
?,

p r
_
v,
y
3
1.63 O

2.01
0
so
s
2.01 s
v

m ?y
2.01
?
b
???
yyl

2.01 l

375mm SIDE DRAIN PIPE
V

R.C.P. qq gg
c 2 a a q
O M !?
V
C.B.P. in n
\ J

e PER EACH (0 THRU 1.50) QUANTITIES rA
,? Iv l O
FOR DRAINAGE

STRUCTURES O 0

G'
t3,
E>
kS 1.5 THRU 3.00 s
'TOTAL LF. FOR PAY O
x
QUANTITY SHALL BE COL.
3.00 AND ABOVE m IN + (1.3 X COL.'S')
C.B. STD. 040.01 OR STD. $40.02
x
1-1

A
0.1. STD. 840.14 OR STD. 840.15 O Ny
j
D.I. FRAME AND ORATE BTD.840.16 S`
A
e
M.D.I. TYPE 'A7 STD. 040.17 OR 64026 www??? >
O
' '
" >
?
g. STD. 840.18 OR 840.27
M.D.I. TYPE
B ,^
"
" Qp
y
V/
STD. 840.18 OR 840,28
D
M.D.I. TYPE ?y
o M.DJ. FRAME WITH ORATE STD. 840.22
b M.D.I. FRAME WITH TWO ORATES STD. 840.22 b
SPRING BOX !ti
b M.D.I. (W.S.) FRAME WITH TWO ORATES STD. 810.20
J.B. STD. 840.31 OR 840.32
CONVERT EXISTING C.B. TO T.B.J.B.
M.H. FRAME AND COVER STD. 040.54
T.B.D.I. STD. 840.35
O.T.C.B. STD. 840.04 OR 840.05
800 X 600 X 600 PERF C,S.P. TEE RISER 1.83 THICK
CONVERT EXISTING C.B. TO DI
N CONVERT EXISTING DI TO JB
b CONVERT EXISTING JS TO DI
u N CORR. STEEL ELBOWS ® 400mm
CORR. STEEL ELBOWS ® 450mm
CORR. STEEL ELBOWS Q 800mm
CORR. STEEL ELBOWS m 000mm
g 72
MUMS CL
"B" M3 STD
840
CONC
.
.
,
.
CONC. i BRICK PIPE PLUG, M3 STD. 64031
g » PIPE REMOVAL (METERS)
C
b PREFORMED SCOUR HOLE

0

O 0 f?E-•OrFP3

Q
a

2S
? y

QQ
2S

QQ
73

? p

?

y?y
8 N

?yy
6

Y?
? rte-

?

Q?Q
25

Q?
2S y

Q$Q
ZS J

?QQ
D

pap
S r?

Q?Q
6

y?op
LS 1? r

?Q
75

gB
a

Q?
75

?
?

q?R
Z7f

?Q
7S

?Q
LS
y'

Q?Q
75
!2

Q?Q
a
2
+
aQQl
ZS
?2
+
QY
25

QQ'
a
w

Q?Q
6
T

QPQ
25
T

QP
LS

?

?

?

?

?q
a
T

Q?Q
a

v
n

v

?
ff,
'g
25
to
Q
LS
iS
?j
25

Q
25

4Q3
25
?
PQS
2S GG
?
?
QQ
25
-ri -i q 2 29 R 1 ? al ? F -ri 4 25 ? ? ? ? ? ? ? Ri p ,4 ? ? 29 p p ? ? ? ? 29 4 29 LOCATION (LT, RT, OR CL)'
3: * 8 S IB IS m m 8 8 MI SS 9 °9 $ 8 8 a ? z a E4 ISI T a 8 ;g 2 a a :3 a al N N ZI zi ;j FROM
STRUCTURE NO.
Q $ 8 F a) : ? 'i TO

'y
'N,
3 p
Q =i
O
1
1
11
1
1 TOP ELEVATION Q

;
J fie' Q
H ? ; ?y n 1 tit
1 ? ' s 1 1 1 ? 2+
? N'- I L t ? INVERT ELEVATION
lit
iCf S ?.+ 3 1 11 1 1
9 ,f. .ar+q'

d
S S` ?8
IN ?
S
S
INVERT ELEVATION
SLOPE CRITICAL

0 ? L?C ? '??p p 0 N
+ O O N
O 0
In
T
mg
OCC
U -

° CLASS IV R.C. PIPE

1.63
1.63
1.63

O of
V
IV
O 1.63
iB 0 1.63
1.63 O

? 8
D I
y
a]
2.01

2.01
w
2.01

2.01
375mm SIDE DRAIN PIPE
R.C.P. p
C.B.P. P \ J

b
PER EACH (0 THRU 1.50)
QUANTITIES
FOR DRAINAGE 'w

V,
1.5 THRU 3.00 s
OT FOR PAY
'TAL
O O
? 7

3.00 AND ABOVE
w OU . TY SHALL BE COL.
'A' + (1.3 X COL.'S') ?
8
O

C.B. STD. $40.01 OR STD. 810.02 y
r M x

D.I. STD, 610.11 OR STD. 810.15 Q yy
j
DJ. FRAME AND ORATE STD, 840.16 A
Q ?

b M.D.I. TYPE "A" STD. 810.17 OR 810.28

M.D.I. TYPE'S' STD. 840.18 OR 81017
M.D.I. TYPE *D* STD. 810.18 OR 810.20 O
>
r
Qp ,,/^? yM
M.D.I. FRAME WITH ORATE STD. 840.22 Ci
c M.D.I. FRAME WITH TWO ORATES STD. 840.22
SPRING BOX b
o M.D.I. (W.B.) FRAME WITH TWO ORATES STD. 840,20
J.B. STD. 640.31 OR 840.32
CONVERT EXISTING C.B. TO T.B.J.B.
M.H. FRAME AND COVER STD. 840.51
T.B.D.I. STD. 840.35
O.T.C.B. STD. 840.04 OR 840,05
600 X 600 X 600 PERF C.S.P. TEE RISER 1.67 THICK
CONVERT EXISTING C.B. TO DI
CONVERT EXISTING DI TO JB
CONVERT EXISTING JB TO DI
p N N N N N N CORR. STEEL ELBOWS @ 400mm
of N N CORK STEEL ELBOWS @ 450mm
CORR. STEEL ELBOWS @ WOmm
CORR. STEEL ELBOWS @ NOmm
COLLARS CL B, 843 STD
840
72
CONC
?+ S S S .
.
.
CONIC. 6 BRICK PIPE PLUG, M3 STD. 840.71
$ ;C a, PIPE REMOVAL (METERS)
f+ PREFORMED SCOUR HOLE
y o
n
oio

A
}
?
r?
70
A
',?
7C
,A
','O
A ?5 1 L 1
< 1
< 1
< 1
< 1
< 1
< 1
1 1 1 1 L
A
y

y}?
r,
,t
*
?{ P ;p
4
j
p{
3
¢
1 N N N + ? ? ? ? V V ? ? O O O O O O O O S O O m
C v
-rl -rl -r1 ti y -rl ri y H -1 -i -1 ? r-1 H rl 1 y H -1 2i 23 24 y y 2q 1 2 LOCATION (LT, RTC OR CL)'
?
l i? + 0 0 ? 8 $ 9 $ 8 8 R R S = 8 8 8 $ $ !* g $ $ 8 9 FROM
L1 Bd Bi D, D1 m v : o a a i 7n w nl i nr STRUCTURE NO.

V Q 91 NI N
?J ?J fs ?I $ TOP ELEVATION
$
a
? ;

11i
V_
fs
F t?
?f' Sit
J

I N

`I
INVERT ELEVATION
pp??
F+
l
o
l
II F+ INVERT ELEVATION
I I l I
,< SLOPE CRITICAL

O
yy
+

O
y,
1NN?

N
CD O b0 m 2'
?y
O
O V
N tJ
0
t
N
GD
P
p O
tj p

g
n yy
T

CLASS N R.C. PIPE

1.63
1.63
1.63

1.63 ? h

o0 1.03 g
tea

2.01

2
01
. ?

m
2.01

2.01

h CA
375mm 81DE DRAIN PIPE
v
N N R.C.P. g
C.B.P.
f ll 1_4 W
•

Ci

J
PER EACH (0 THRU 1.5 .50)
QUANTITIES w

1.4 G
DRAINNAOE
FOR
STR 1E
w N N 1.3 THRU3.00 > 'TOTALLFTF RPAY ' x
x
O QUANTITY SHALL BE COL. ?
'
$ 6a
iS 3.00 AND ABOVE m ???SSS IN * 0.3 X COL.'S')
O O
P
Cr.&SfD. 80.010RSTO. 840.02 ? -
t;
. x x

A
D.I. STD. 840.14 OR STD. 840.15 O
D.I. FRAME AND ORATE 870.840.16 Q
M.D.1. TYPE'A' 8TD.840.17 OR 840.28 O
'
' P4
b STD. 840.18 OR 840.27
M.D.I. TYPE
S lrl
*
' Qp
STD. 840.18 OR 840.28
M.D.I. TYPE
0
u M.D.I. FRAME WITH ORATE STD. 640.22 C
M.D.I. FRAME WITH TWO ORATES STD. 840.22 b
SPRING BOX !?
?
?]
u M.O.I. (W.S.) FRAME WITH TWO ORATES STD. 840.20 ?
J,B. STD. 840.31 OR 640.32
CONVERT EXISTING C.B. TO T.B.J.B.
N M.H. FRAME AND COVER STD, 640.54
b T.B.O.I. STD. 840.35
b O.T.C.B. STD. 840.04 OR 840.05
600 X 600 X 800 PERF C.S.P. TEE RISER 1.63 THICK
CONVERT EXISTING C.B. TO DI
CONVERT EXISTING DI TO JB
CONVERT EXISTING JB TO DI

O N N CORP. STEEL ELBOWS ® 400mm
o N CORR. STEEL ELBOWS 450mm
CORR. STEEL ELBOWS 600mm
CORR. STEEL ELBOWS ® 600mm
COLLARS CL 'Er M3 STD
640
72
CONC
.
.
.
CONC. 8 BRICK PIPE PLUG, M3 STD, 840,71
o : PIPE REMOVAL (METERS)
C
N
PREFORMED SCOUR HOLE

g ?1< F
P _p P3

S • ? ? ? ? ? ? ? c? ? ? ? ? ? ? ? ? ? ? ? ? 2S ? 24 ? 75 ? ? ? m
? J J to N ?J ? ? S 8 8
U f44A!!

rl -1 y -1 -1 =i -ri =? H =i y y -1 -rl y f - 1 -1 -ri rl p r r =1 !:i =1 p p -9 2j j ?j -1 LOCATION (LT, RT, OR CL)'
? EB 'L' f6 bt `3 i! iX Ss 3B fi Ci u 8 F3 +1 +Y
l
2i
l
2t
=
o
o
'
8Z
f3
ki
Y3
ei
Bi
&3
rsi
g
g
FROM

STRUCTURE NO.
(6 iS fX g 'o m _
G 9d
' io 9S Q) TO
TOP ELEVATION
?
?
E pt At
F Sit 1?
J Sit
8 ?t
^? INVERT ELEVATION
. w w .

$
$ ??t1
F ?t
F tit
INVERT ELEVATION

< < < < < < < < SLOPE CRITICAL

N
J
0 y
U

P
G C• r 01 l y

u p
Y p
4
G CLASS IV P.C. PIPE

1.63 1g
1.63
1.63

1.8J

1.63
1.83

2.01
0 p
i I.

2.01 p
p
:::JJJ ?
?
C
m
2.01

2.01

16
}p
V 375mm SIDE DRAIN PIPE
r
R.C.P. g
Y
C.S.P. to
Y-ej
n
o -- PER EACH (0 THRU 1.30) QUANTITIES rA
~
DRAINAGE
FOR
U CT `]
?
1.5 THRU 3.00 a F R PAY
'TOTAL O
x y
y
QUANTITY SHALL BE COL,
?I
N g 3.00 AND ABOVE m 'A'r(1.3XCOL.'B') O
c C.B. SM. 8/0.010R STD. 840,02 ? J

T
G
D.I. STD. 840.14 OR STD. 840.15 O
o 01 FRAME AND ORATE STD. 840.16
e M.D.I. TYPE -A- STD. 840.17 OR 640.26
'
'
o STD. 840.18 OR 640.27
M.D.I. TYPE
B
~
"
' VI
STD. 840.19 OR 840.28
M.D.I. TYPE
D
M.D.I. FRAME WITH ORATE STD. $40.22
M.D.I. FRAME WITH TWO ORATES STD. 640.22 b
SPRING BOX 1?.
c M.D.I. (W.B.) FRAME WITH TWO ORATES STD. 84020
JA SM. 640.31 OR 840.32
CONVERT EXISTING C.B. TO T.B.J.B.
M.H. FRAME AND COVER STD. $0.54
T.B.D.I.BTD. 640.33
O.T.C.B. STD. 640.04 R 640.05
600 X 600 X 600 PERF C.S.P. TEE RISER 1.63 THICK
CONVERT EXISTING C.B. TO DI
CONVERT EXISTING DI TO JS
CONVERT EXISTING JB TO DI
CORP. STEEL ELBOWS ® 400mm
CORR. STEEL ELBOWS ® 450mm
CORR. STEEL ELBOWS ?? 800mm
CORP. STEEL ELBOWS ® 800mm
'B' M3 STD
840
72
CONC
COLLARS CL
.
.
.
.
CONC. 6. BRICK PIPE PLUG, M3 STD. 840.71
p'L N
t 6
V ?, ° w w c PIPE REMOVAL (METERS)
C

PREFORMED SCOUR HOLE

b
ti
y

r r- r r r 07 7 0 r ? ? r r r ? r ? ? r ? r ? r r r r ? ? { r r r r r r ?
> > 8 8 8 $ $ f?3 PS 211 P1 22 PS 9 ?! 211 22 211 211 >?3 Z?j zj 23

=. ? P ? 2i pi p r q =; =, R E;. P R 21 4 q q P p 2i all R p R q. q E; g PP ? ? oq 4 LOCATION (LT, RT, OR CL)'
$ ?, tC 35 i8 8 8 z 9 9 9 9 9 9 SC SC ? fB ?o ? E E f4 54 G >E ZE E G C, !B ? ? ? ? L £ is
S
FROM
STRUCTURE No.
8 iR F£ t£ SB fi 6 L4 b4 k Q so E Q G to t Sd S L f$ TO
pt At TOP ELEVAT

? ION
pp?? ?t
W- {?
P' pt
g }?
(s
INVERT ELEVATION

R R INVERT ELEVATION
F 9gQ 55?? g
SLOPE CRITICAL

)Q
Di N
U
?
?
?
?
?
?
W
u
N

G Q O N > C

0
s
zi z i

4 W
C
PIPE
CLA381V R
.
.
1.63 g
1.63
1.63

11.63 § h
1.63
1.63 O

2.01

01
2
.

m
2.01

2.01

h

375mm SIDE DRAIN PIPE ?j
7
^
R.C.P. s r? g
a
I d g ??nn ?
` tv
[
?
V
C.S.P. p
S ?
y
n
l
e PER EACH (0 THRU 1.50) QUANTITIES yy
??
VI O
FOR DRAINAGE
STRUCTURES ;
0
o ie
E 1.5 THRU 3.00 > "TOTAL L F FOR PAY
QUANTITY SHALL BE COL.
3.00 AND ABOVE m 'A' + (1.3 X COL.'S')
?
6!0
02
C
STD
660
01 OR STD
B I
j M1?
.
.
.
.
.
. ,

D.I. STD. 610.16 R STD. 840.15 O W
D.I. FRAME AND GRATE STD, 810.16

M.D.I. TYPE "A" STD. 610.17 OR 640.26 > G

• ?r
b B STD. 610.116 OR 61017
M.D.I. TYPE H
•
• V/ z
u STD. 610.19 OR 610.26
M.D.I. TYPE
D
M.D.I. FRAME WITH GRATE STD. 810.22 C
b M.D.I. FRAME WITH TWO GRATES STD. 810.22
SPRING BOX I?
M.D.I. (W.S.) FRAME WITH TWO GRATES STD. 54020
J.B. STD. 610.31 R 610.32
CONVERT EXISTING C.B. TO T.B.J.B.
N M.H. FRAME AND COVER STD. 840.54
T.B.D.I. STD. 640.35
O.T.C.B. STD. 640.04 OR 640.05
600 X 600 X 600 PERF C.S.P. TEE RISER 1.63 THICK
CONVERT EXISTING C.8. TO DI
CONVERT EXISTING DI TO JS
CONVERT EXISTING JB TO DI
CORR. STEEL ELBOWS ?? 400mm
CORR. STEEL ELBOWS ® 450mm
CORR. STEEL ELBOWS E 600mm
CORR. STEEL ELBOWS 6 WM0 m
640
72
COLLARS CL
'B" M3 STD
CONC
.
.
.
.
CONC. 6 BRICK PIPE PLUG, M3 STD. 840.71
a; zl
PIPE REMOVAL (METERS)
C

PREFORMED SCOUR HOLE N
p

O
ti y
ss
b
O?
p
vs-fp N
?
p
c..
I?
(Q
?CHHIIg?q z z

21 29 -ri ql p -ri q pi p 29 1 r E; 2 2q q E; ri q p P LOCATION (LT,RT,ORCL)'
? $ $ 86 ? 8 >$ IB ?. _ ?° $ ? id ?l al 'a( ° ? +( u ? iJ ay ? : : 2I 21 ? JV- 8'o Z ? ? $ 8 8 ?', & FS PS ?. B FROM
STRUCTURE W.
51 M ?1 TO
3 7F ± a c f
Zs TOP ELEVATION ;
g INVERT ELEVATION

$

r1i ?1?t1
F t1??
Bi

1

1 N

! p?

$

$

P
8

INVERT ELEVATION
j K j j j SLOPE CRITICAL

o
N w
+ Oi
N Ot
N PS
? 8
o kX
N kX
N =
E2
is
is
o EX
N
u
? o ? ?

?i
o
YS
? g
g
E L6
O r [? T

CLASS IV R.C. PIPE
8 R ?
1.83
1.63
1.63
W ?
O m
IJ 2t
t ,.63
1?
1.83
1.63 O

2.01 8 ^?

2.01
W M
2.01
?
?b
.I

2.01 r
l
375mm SIDE DRAIN PIPE Pi
v
R.C P. m ??.yy
V >
H
C.B.P. y
^ M
`
, I
b - PER EACH (0 THRU 1.50) QUANTITIES
FOR DRAINAGE •
1?1
Imo, M

b 1.5 THRU 3.00 a STRUCTURES
'TOTAL L.F. FOR PAY 0 I

3.00 AND ABOVE
W QUANTITY SNALL BE COL
? (1.3 X COL'B')
O C
C.B. STD. 8".010R STD. 810.02 1'1i

D.I. STD. 840.14 OR STD. $40.15 O W
D.I. FRAME AND ORATE STD. 840.18 Q
?

M.D.1. TYPE "A" STD. 640.17 OR 840.26
M.D.I. TYPE "B" STD. 640.16 OR 840.27

M.D.I. TYPE "D" STD. 840.19 OR 540.28 1
?
y? O

~?
Qp
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z
M.D.I. FRAME WITH ORATE STD. 640.22 >
M.D.I. FRAME WITH TWO ORATES STD. $40.22
SPRING BOX b
Iti
o M.D.I. (W.S.) FRAME WITH TWO ORATES STD. 840.20
b J.B. STD. 640.31 OR 640.32
CONVERT EXISTING C.B. TO T.B.J.B.
M.H. FRAME AND COVER STD. 540.54
T.S.D.I. STD. 840.35
O.T.C.B. STD. $40.04 OR 840.05
800 X 600 X 800 PERF C.B.P. TEE RISER 1.63 THICK
b CONVERT EXISTING C.B. TO DI
CONVERT EXISTING DI TO JB
CONVERT EXISTING JB TO DI
o N CORR. STEEL ELBOWS Q 400mm
fe" CORR. STEEL ELBOWS Q 450mm
CORR. STEEL ELBOWS 600mm
Ll
CORR. STEEL ELBOWS 800mm
COLLARS CL "B" M3 STD. $40.72
CONC
.
CONC. 6 BRICK PIPE PLUG, M3 STD. $40.71
PIPE REMOVAL (METERS)
C
PREFORMED SCOUR HOLE

b
? y
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r-
r,-
or
07
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2 0 PI P 21. 1 i
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?` t
i
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13 2
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3 a?o ? a a ? ? N N ? ? R? ? ? $ 8 $ $ ? 8 ffi $ z ? ? 8 8 $ $ ° m R $ YJ FROM STRUCTURE NO.
N w g m q Is g Q $ 8 $ A $ TO
AI 9 9 $J 9 j

5 11 ? IN
1

1,
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TOP ELEVATION

;
t{??1
Z;i ?t
i {?
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in ?t
3 ?t {y
p+

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S y?

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9
9
INVERT ELEVATION

V
„
,
V
V
?g m
g
i t?
a'
,$J
, S???ttt A
t
8 4
t pt
8

V Sit
INVERT ELEVATION
< < < < < < < < < < < < SLOPE CRITICAL

N
N
Y S
m N Q G O
0
{}
+ NN
O U
O
G o
p
p
O
v
? y L

N
O

. PIPE
CLA p
U p
4
-61-1 .
1.83 ig
1.83
1.03
1.83
1.83
1.83 O

2.01

2.01
con-
co
2.01

2.01
375mm SIDE DRAIN PIPE v?
v
R.C.P. g 11 Z `? c "? ?
Vy
?
.
C.S.P.
?A ?
O ?
v
M \J
b PER EACH (0 THRU 1.50) QUANTITIES
FOR DRAINAGE
1-1 O

a, t„ 1.5THRU3.00
I s
STRUCTURES
`TOTAL L.F. FOR PAY
O O
Z Z
o
3.00 AND ABOVE
m QUANT* (138HALL BCOL.
u
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W
O
C.B. STD. 040.01 OR STD, 040.02 a
v? ? ?
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?

T
s
p
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1'x'1

b D.1.8TD.840.' R STD. 840.15 0
b D.I. FRAME AND ORATE STD. 840.18

u
b
o M. .1. TYPE "A" BTD. 840.17 OR 840.28
M.D.I. TYPE "B" STO. $40.18 OR 040.27

M.D.I. TYPE "O" STD. 840.18 OR 840.28 O

? ? H
a M.D.I. FRAME WITH GRATE STD, 840.22 Cj
e M.D.I. FRAME WITH TWO GRATES STD. 840.22
SPRING BOX
M.D.I. (W.S.) FRAME WITH TWO GRATES STD. 840.20
J.B. STD. 640.31 OR 840.32
CONVERT EXISTING C.B. TO T.B J.B.
M.H. FRAME AND COVER STD. 840.54
T.B.D.I. STD. 840.35
O.T.C.B. STD. 040.04 OR 840.05
800 X 800 X 000 PERF C.S.P. TEE RISER 1.83 THICK
CONVERT EXISTING C.B. TO DI
CONVERT EXISTING DI TO JS
CONVERT EXISTING JB TO DI
CORR. STEEL ELBOWS ® 400mm
e ro CORP. STEEL ELBOWS ® 450mm
CORP. STEEL ELBOWS 600mm
CORP. STEEL ELBOWS ® 000mm
CONC. COLLARS CL "B" M3 STD. 040.72

CONC. a BRICK PIPE PLUG, M3 UFO. $0.71
m PIPE REMOVAL (METERS)
C
b
PREFORMED SCOUR HOLE N
m y y O
?00g
?

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L G ? ? g ? f G f L 2 i gl gl g ? g SI 6 8 g W Y Y ? 2 g g N FROM
STRUCTURE NO.
P! Dt OS (X ?' t IG t TO
Iq?
P ^ TOP ELEVATION

INVERT ELEVATION
'w
?
?J tit tit IX tY
E tit
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ri F 3 INVERT ELEVATIO
SLOPE CRITICAL

b. ° N
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W ®Q
V
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CLASS IV R
C. PIPE
.
1.63
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2
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. 1
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FMMl
iii

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la
C.B.P. ? Io y

PER EACH (0 THRU 1.50) QUANTITIES ,.? Iv l O
FOR DRAINAGE (?
u
STRUCTURES O
?{ R 1.5 THRU 3.00 s 'TOTAL LF. FOR PAY O Z
QUANTITY SHALL BE COL.
° 3A0 AND ABOVE w W? (1.3 X COL.'S') O O
C.B. STD. 610.01 OR STD. 660.02
T? x
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O

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e STD. $0.16 OR 64027
M.D.I. TYPE
B rA
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STD. 640.19 OR 610.26
M.D.I. TYPE
D r6
y
M.D.I. FRAME WITH ORATE STD. 640.22 C
M.D.I. FRAME WITH TWO GRATES STD. 640.22 b
SPRING BOX Iz.
M.D.I. (W.S.) FRAME WITH TWO ORATES STD. 640.20
J.B. STD. $40.31 OR 610.32
CONVERT EXISTING C.B. TO T.B.J.S.
M.H. FRAME AND COVER STD. $0.54
T.B.D.1.8TD. 610.35
O.T.C.S. STD. 640.$ OR 610.05
600 X 600 X 500 PEW C.S.P. TEE RISER 1.63 THICK
CONVERT EXISTING C.B. TO DI
CONVERT EXISTING DI TO JS
CONVERT EXISTING JB TO DI
CORR. STEEL ELBOWS 0400mm
CORR. STEEL ELBOWS ® 450mm
b CORR. STEEL ELBOWS ® 600mm
CORR. STEEL ELBOWS ®BOOmm
CONC. COLLARS CL. "B" M3 STD. 640.72
CONC. 6 BRICK PIPE PLUG, M3 STD. 840.71
PIPE REMOVAL (METERS)
C

PREFORMED SCOUR HOLE N
N

? z
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1
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FROM
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O S
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TOP ELEVATION =
V
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R.C.P. M
V
C.S.P.
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R
DRAINAGE -
u o p w 0 o S
TR UUCTURE CTURES
S

w
Y
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TOTAL L.F. FOR PAY 0
J p
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3.00 AND ABOVE
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b O
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u w w N m x
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D.I. STD. 640.14 OR STD. 640.16 ???
yyyy
O
D.I. FRAME AND ORATE STD. 640.16
q ?„ N N + N M.D.I. TYPE 'A7 STD. 50.17 OR 840.20
O

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u o N {?, ?, o m N STD. 640.16 OR 640.27
M.DJ. TYPE
B r
vA
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64022
ME WITH ORATE STD
I
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.
M.D.
.
A
$ Q) z! w V m v o e a N M.D.I. FRAME WITH TWO GRATES STD. 840.22 b
N N SPRING BOX
$ r ;3 v N . M.D.I. (W.S.) FRAME WITH TWO ORATES STD. 64010
N N J.B. STD. 610.31 OR 640.32
CONVERT EXISTING C.B. TO T.B.J.B.
N N M.H. FRAME AND COVER STD. 840.54
T.B.D.I. STD. 840.35
?, w O.T.C.S. STD. 640.04 OR $40.05
800 X 600 X 800 PERF C.S.P. TEE RISER I .U THICK
N CONVERT EXISTING C.B. TO DI
N N CONVERT EXISTING DI TO JB
CONVERT EXISTING JO TO DI
ao m ?, • • ;, CORR. STEEL ELBOWS ® 400mm
V N N ? N N CORR. STEEL ELBOWS 450mm
CORR. STEEL ELBOWS @ 600mm
CORR. STEEL ELBOWS 800mm
W o
'
s
p
$

CONC. COLLARS CL'B' M STD. 840.72
CONC. 6 BRICK PIPE PLUG, M3 STD. 810.71
N o •A a a i ro ' o PIPE REMOVAL (METERS)
V ' o .. C
N
PREFORMED SCOUR HOLE

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LOCATION (LT, FIT, OR CL)'
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TOP ELEVATION
INVERT ELEVATION
INVERT ELEVATION
SLOPE CRITICAL
0On
a
$; CLASS IV R.C. PIPE
C
g
7.67
4.27
2,77
3.51

4.27
2.77

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4.27
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2.77 m O
3.51 _
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MASONRY DRAINAGE STRUCTURES CUBIC METERS
C.S. STD. 840.01 OR $40.02
m ? p $QQ
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M.D.I. TYPE "A" STD. 840.17 OR 84038 O tit
M.D.I. FRAME WITH TWO ORATES STD. 840.20
M.H. FRAME AND COVER STD. 840.54

J.B. STD. 840.31 OR 840.32 O
CONC. COLLARS CL. "B" M3 STD. 840.72 C
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