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8
U
&:
N
TO E N F
N
IS
?J
T3
?
8
TS yy??
Fs
i$
`O
8 {?
4 y?
-
{ 3
Y
HI TOP ELEVATION

`
a3
H
22 2i z
S;
? A
° z
z
? 19
19 !
!1 W
- S'
' T
T
ZS
?
S
8
zi
zi
:'1
? ?
:4 ?
?p ?
is a
8 s
s
& s
I5'
8 i
8
B s
B f4
9 ?
J
9
8 ES
Yd is
is
INVERT ELEVATION

8
!$
S
&'
8
2
8
ES
?
°i
`?i
8
>
;3
!£
8
fs
i4 y
?
8
8 O
N M
tS INVERT ELEVATION
SLOPE CRITICAL
Y
a
' ?
?
N
P o
m N
A
A
N
P
? to
? '3
M
o m N
? O
N y
u,
O ? S
8 N m m ? ? ? 0

p Ng
163
P
111
In
?

o 2.01
gg
J
O
N
O,
N A 2.01
S
a .?
7.Q1 ? m
y
201 ? O

776mm SIDE DRAIN PIPE
ISM
450mm SIDE DRAIN PIPE `v
OOOInm BIDE DRAIN PIPE

V
rwi
RCP ??
}
A
CSP g
?+ ??yy 11H

m PER EACH ro THRU 160) QUALITIES
FOR DRAINAGE
STRUCTURES V II

wB
1 I THRU f 00 s
'TOTAL LF FOR PAY

O
700 AND ABOVE m QUANTITY SHALL BE COL
w ?(12XCOLin Iy
" O
P C.B. STD 1/0.01 OR STD M0.07
O
P ?? ???
? I
O ? ? ?My I
01 STD 510.14ORSTD SQ16 ? y By
^
DI FRAME AND ORATE STD 11011 M
, /?
M DJ TYPE'S' STD N0.11 OR INLET yyy
_ M DJ FRAME WITH TWO ORATES STD UM
P MAJ FRAME WITH TWO ORATES STD IW21
- M.D1 VLS.) FRAME WITH TWO ORATES STD 11024 1m1
`
_
TJT.&B STD WA V
a

CORR. STEEL ELBOWS NO i 81iE
?
CONC. COLLARS CL *r C Y STD IW n 1[
^
l /
CONC a BRICK PIPE PLUG, C Y STD Wl

? v
o o IW a PIPE REMOVAL (MUM.)

a
yL, !r F zC y
on $y
?? ? m p m

r

r N

r ?pp

A

? N

r N

- +

Y

r !,`j?p'

O

r

r N

O

r ,?Np

N

r ?qN

Y

r Is

bi

r
.Na

N
r
?y?

N
r
.yNi

N
r
??

r

r
?qp7

""
q 4 -ri g g p 4 4 4 4 4 -r+ g P -r+ q - P ? al P q q -ri 29 Eq LOCATION (LT, FIT, OR CLY
S W 9 5 5 35 8 VI r is SC N SS $ $ $ $ V B a; I; Ir G A it ; $ mI m Sd it 19 $2 FROM
$ `J' is u v N is $ & i $ it `m v fn' TO STRUCTURE NO
g TOP ELEVATION
P.. S' S" w R 3 S a a r. E2 !I ?1 a. a E at t 2 1e 2 8 fa ti bi a , INVERT ELEVATION

75 $
52 $
S
ur,
i?
i?
$ INVERT ELEVATION
SLOPE CRITICAL
1 1-1 1-

z
163
167
167
183
201
2.01
2.01
2.01
375mm BIDE DRAIN PIPE ?y
450mm SIDE DRAIN RIPE
600mm BIDE DRAIN PJPE
C.&P
OUAMMES V
PER EACH (0 THRU 160) FOR DRAINAGE y
M
1.6TMRU 3.00 STRUCTURES \y
4OTALLF FOR PAY W O
N. ? MM
QUANTITY SHALL BE COL O
?? m A+(13XCOLVI 49
C.B. STD 810 01 OR STD SA02
y
a ? x?M
D L STD 6/0.11 OR STD 61016 O N W
DJ FRAME AND GRATE STD 81016
M D L TYPE'S` STD 610.16 OR 610.27 ll?/
M.D L FRAME WITH TWO GRATES STD 64020 SB/!l/rl
M.D.L FRAME WITH TWO ORATES STD 610.22
M D 1 (i84) FRAME WITH TWO ORATES STD 8/0.2A Oy
a

CORR. STEEL ELBOWS NO A SIZE 4
M
CONC. COLLARS CL 'B' C Y STD 610 72 ^
l ,
CONC. 6 BRICK PIPE PLUG, C Y STD 610 71
PIPE REMOVAL (METERS)
9 996 9 9°99

w
LOCATION (LT, FIT, OR CLY
FROM
STRUCTURE NO
TO
TOP ELEVATION
INVERT ELEVATION
INVERT ELEVATION
SLOPE CRITICAL
a
ya ?
8
Ff
IN.
N
III

,63
117
1.87
163
2.01
701
zw ?
m y
tw ? O
7751nm SIDE DRAIN PIPE
450mm SIDE DRAIN PIPE `.
900mm SSA DRAIN PIPE
C.SP Li(Rd,
PER EACH (0 iNRU 150) QUANITIES
FOR DRAINAGE
,.s THau 7.00 STRUCTURES t4
>
'TOTAL LF FOR PAY
QUANTITY BHALL BE COL O o
7J10 AND ABOVE W (1.1 X COL O
ao 'S )
C.&STD.91001 OR STD e40 1 `? '2j MSS
Q
Au TYPE'A STD 840.17 OR WX xj
M D I TYPE •B• Bra ea 1e OR e402T ? n
MAL TYPE 'D' WM 91019 OR 81029
M D I FRAME WITH TWO ORATES STD 81020
MAJ. FRAME WITH TWO ORATES STD. 84027
O
JJLSTD 840 71 OR 110.77
y1,,,1
CONVERT D L TO J.B. NV I???yyy
CONVERT D L TO J ILWMHC it
CORR. STEEL ELBOWS NO a SIZE
CONC. COLLARS CL 'Er C.Y BTD 840 77
n
CONC. S BRICK PIPE PLUG, C,Y 8TD S&II
PIPE REMOVAL (METERS)

Q
g
3
5
I
IN
w
III Ll
LOCATION (LT, RT, OR CLr
FROM
STRUCTURE NO
TO
TOP ELEVATION
INVERT ELEVATION
INVERT ELEVATION
SLOPE CRITICAL
i!
167
1a
187
163
701 y
701
Lol
$ m y
201
375mm SIDE DRAIN PIPE
450mm SIDE DRAIN PPE
Stamm SIDE DRAIN PIPE
v
p
R.C.P lip
PER EACH (0 THRU 1.80) ouANmES py
FOR DRAINAGE F`/.111
STRUCTURES SAS
1ATHRU700 > y? ?y
'TOTAL LF FOR PAY
7 00 AND ABOVE m QUANTITY SMALL BE COL O 0
'A + (1.7 X COL.%j v
C.B. STD 8400108 STD 84002 •••A»,?
y
D.L STD. 840.14 OR STD. 840.15 A xj
Dl FRAME AND ORATE STD 840.18
M.DJ TYPE •A• 8TD 840.17 OR 840.28
M.D L TYPE'S' STD 840.18 OR 840.27
M.D L FRAME WITH TWO ORATES 87D 840.70
MA1 FRAME WITH TWO ORATES STD 840.22 o
00
DIN
CORR. STEEL ELBOWS NO S, B¢E

CONC. COLLARS CL'B' C.Y STD 810 72 ^
l l
CONC. • BRICK PIPE PLOD, C Y STD 84071
PIPE REMOVAL (METERS) $

0
w

0

r

l ?q
A

ri

p
?
r

1 t
?O
r

? ?

r

?

?

?
?
r

? fNJ
N
r

29 y
+
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i
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r

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7.

1

r

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p

r

r V
O
r

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r.

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r.
f0
y?
r
r.

r

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P ? ? _l

OCATION (LT, FIT, OR CL)'
J.
A A
P N A
ri S $ 8 4
m t
v
V r
N v
Yw t
v
N Y [
I3 tv
L^i i CD V V O. A A (3 T1 + "a O
2S +m W m V it N A O A a".a N A4OM

G
G
4
+3
15
2i
W
tX
L4
f3
2i
o
m
N
:
TO STRUCTURE NO
!
$
, g g
8 g
mP ?
I?.
g m
g ?
g m
8 m
8 m
R m ? m
4 m
8
TOP ELEVATION
y
3 y
$ 2 S 8+ +8 $
g
!3 ppqq
F N8 $
[?
X'
X' gg
65
$'
I$0 0
8
i gq
3
S' g
?
3 $
2f
$
tn'
It + m m
o
t m

'o
:

$ m

8

NNERT ELEVATION
8 Yw SS P $ $ d 1 $ 8 f6 Ora 8 )3 o INVERT ELEVATION
SLOPE CRITICAL

I
N A A m m m ? {J N m M
N
m P W
N ?
m N
m
a
u
e
m
m m
m
?
x
O

163
m m
163
0
m 0
m In
r V
IV p
P 16? a
•
`
j
? ry
0mp
?
2.01 ?
?
? yp
O
2.01

2.01

201 O
?
676mm ODE DRAIN PH ?
y
)y
'o
m 0
m 460mm SIDE DRAIN PPE
6?
600mm 81DE DRA01 PIPE

RCP r
v
C &P
?
PER EACH (0 THRU 160) QUANITIES
FOR DRAINAGE
H

m
15THRU300
s B
BTRUCTURE
`TOTAL L
F FOR PAY
M

200 AND ABOVE

m .
QUANTITY
SHALL BE COL
3XCOL'In
A'r (1 0

C7 O
CS, STD SaN OR STD NO 02 x 6?1
O 0

P
STD $4014 0R STD 610.16
DL O x
ML FRAME AND GRATE SID 610.16 1///yooO
MM I TYPE'B' STD 61016 OR 61027
' M.D.I. TYPE'D' STD 610.16 OR 61026 66
/
I
P M D.I FRAME WITH TWO GRATES STD. 61023 /
Y
Doi
^a M.D L (N.S.) FRAME WITH TWO GRATES STD 610 2I
TjU.SL STD 6W u Ir //? Ir
M/
N
x
a

N N CORR. STEEL ELBOWS NO S SIZE
COMM DOLLARS CL 'Er C.Y 8TD 610.73 ^
l ,
CONC, i BRICK PIPE PLUG, C.Y STD 610 71
$
A
A ° PIPE REMOVAL (METERS)
N
m ``
po ~

N N
`A- +
FL Z% + £?
IL O A A
'L
L- V V V 81 1 y
y y 1 F` 1 -ri -ri y -rd I" ? ? 1 1 -ri E; -
rl -ri -rl rl y -r
i E; r = ti il p y
125 1 p 21 c; i LOCATION (LT, FIT, OR CLp
lal Pill lag I fJVi N A ± I I' + + + O 0 q
Ol mm
O V V N EI q
Y + + S q
S {/
,
36' {
?
,
S (
W {
4
A N q
O O ?b y
$ FROM ?p

`?
.gy
m'
el
?
N
?
?
S
S
S
& $
°
L'
8'.
.?N.
to _
$ TO STRUCTURE NO
$ o 3 S P°n i
? }°•r i
Y H S H ° TOP ELEVATION

Iv
S
r
?
`dj
>a
a
! S
a y
f3
?' 1`3
?
8
3355 y
R
? y
t3
at y
S
a y
S
?° y
S
>?1 73
9
° yy
at
- yy
LS
? yy
X
?O

t
A
41
,
N
m y
Z
f. y
A6
a
8 y
dS
u g
ZS
? y
2S
iv
INVERT ELEVATION
$
S
m 9
ES
- '
i$ N
Ir
$
S
3
u
p '?"
N
8 '`
?.
u
v
R INVERT ELEVATION
SLOPE CRITICAL

N
O A
O A
A t?
? +
OI m
N +
m v
N A
O A
O M
H N
N W
N
Og
a

6 ? ` Z
x
3

167
Sd
m a
O In

N m
O v
N °
a° In
e in

7.01

7.01

2.01

i
T
m y

770mm SIDE DRAI N PIPE
I00mm SIX? DRAIN PIPE `.
Si MM DRAIN PIPE
v
R.C.P
C.SF

o
PER EACH (0 THRU 1 S0) QUANI
TIES
FOR DRAINAGE
y?
!? ?

1.5THRULOD
?
STRUCTURES
ROTALL.F FOR PAY
SCI
,'1I
V

N
UII TY SWILL BE COL

700ANDABOVE m OD 'A?(1JXCOL.'m
C.B. STD 84W OR STD SIOA7
m ?? O

O

14
14 O O

0
m III STD SW 14 OR STD. NO 13
?y x
o D.L FRAME AND GRATE Sm u1i ?
N M.D.I. TYPE 'B' STD 84LIS OR S IM
b 1,
MA I FRAME MATH TWO GRATES STD 8I020 8
N M D L FRAME WITH TWO GRATES BID. U027

N
a

? ? ? cbRR. BfEEL ELBOWS No a ?
CONC. COLLARS CL 'B' C.Y STD U0 77 ^
l 1
CONC a BRICK PIPE PLUG, C Y STD SID 71
`D PIPE REMOVAL (METERS( L
me+ ? m ? et ? ? io 60?? ?b??6o ffi

0
j8
v
r- r r- ,? ? r,- r f-
S ri LOCATION (LT, RT, OR CLr
? ? 23 81 f z FROM

g
Et
p!
m
TO STRUCTURE No
1 9 0
8
TOP ELEVATION
m
??? 1 yy
7 8 1 1 8
, 1 ,
, i3 OWERTELEVATION
8 $ S ART ELEVATION
SLOPE CRITICAL

m
I I
b
m
m
163
1.0
1.0
201
201
201
201 ? O
275mm 810E DRAINPIPE
150mm SIDE DRAIN PIPE
GOO= SIDE DRAIN PIPE
v
RC.P lip
C.&P t2 PER EACH (0 THOU 1Ji0) GAS y
FOR DRAINAGE
BTRUCTURE6
1STHRU3 oo 1 R w,
s S /? •y
I Sd7i gWALL.F FOR PAY w O
QUANTITY SHALL BE COL O 0
200 Aim ABOVE m 'A.(13%COL V)
C.B. STD HUI OR STD. W02 sa to
?R
fil I P
a
DJ M I014OR8TD.6mts
01 FRAME AND GRATE STD 610.16
M D 1 TYPE'S. STD e1016 OR N037
M.D1 FRAME WITH TWO GRATES STD 51030
M DJ FRAME WITH TWO GRATES STD. 61032
TLJ&8TD 610 34 W4
CORK STEEL EL SM NO & 89E

•
'
CONC. COLLARS CL
B
QY STD. 610 72 ^
l 1
CONC, 8 BRICK PIPE PLUG, C.Y STD 610.11
PIPE REMOVAL (METERS)
11 m a
a
e
Q
s
?
ri r
-rd r
q
1 r
r4
E; r
r,
-r
i r
y
q r
y
q r
q r

1

1 r

y

r
1 r

-
ri

-rl r

-y r r
y
29

29

y 29

21

24 r

23 r

y

r

=1 {

q ry

-q q r

H r

? fit

[IT
LOCATION (LT, R7, OR CLr

g
A
lY + a m Ny
0 P y
A 1
J
+ N
+ ? f
f.N
O L
?
V N
+ N
+ 1
?
O NN
O m m V O N N t ± P . N N N O O Q
Ol FROM
q(p

N
° $ r.
?
S ?n t
FS v m <n p ??

TO 61Rl1CRIRE NO
p
?

8 N?
8i
N
6i
Yd
$ m
j=
!
3
$
i
3 Y
TOP ELEVATION

S'
O y
3pp
41 X
1
??3pp
4f

?
{??
18

N
{N!1
le
m
N

rv
teO3
W. I
tarp,
s
is ?
T y
l
S
3
P
a3
:
Amy
M y
a3
y ? ?1
as
ai

a! y
p3
N ?
1
ap3
IA y
9
N
9
+
9
+
j
8

18

1

3
p3
O
B >3 pd
?
±
3
o
a3
m
.3
a
75
a

l
jr,
g
1B
g
a
?
INVERT ELEVATION
$
S 4
O 4?91
O {?
73 ?D
O ??
O usse
O ? ?y?
O ? tmy?
m m
at e?o
N mjm
P 9
+ ?
H G?p
(a 9S
P w?
• mm?
N INVERT ELEVATION
ELOPE CRITICAL

P
?'
m
P ey.
O
O
N
O
is s
N
jV
m wf
o
Z r
t8 N O m ? g
u
o

In ? S
O O 167
?
167

201 >
G
tot p ?°
a
201 °° '
y
2JH ?
173mm 610E W W N PIPE
460mm SME DRAIN PIPE
WMm WE DRAIN P3'E

CJLP
PER EACH (0 THRU 1.30) FOR QUANITIES
DRAINAGE
O
?

1.57HRLI&W
I

)0. BTRUCTUREB

TOTAL LF FOR PAY M

M `y

3.00 AND ABOVE
m
G?ma X COLSBE OOL
I O
p
N .? C.B. STD 140A1 OR SID. 640.02
m ?? F?1
O Oft

° DLSTD 610.140RSTD 61013 O
m D L FRAME AND GRATE STD 610,16 A
I L TYPE'B' BID e4016 oR 610.27 b
MJ) I TYPE'D' SID. 610111 OR 640.26
w MAIL FRAME WRH TWO GRATES STD 640.20 v /Y
Doi 0
M.DJ FRAME WITH TWO GRATES STD 64022
W ~
lV
?

CORR. STEEL ELBOWS NO 6 am i.,.l
CONC. COMM CL *W C Y STD 640,72
l ,
CONC. 6 BRICK PIPE PLUG, C.Y STD 64011
PIPE REMOVAL (MOM)
F

E; p q r4 21 29 p 21 p a 21 21 25 ?l y E; q P 21 21 4 p -ri y ri -ri 4 21 1 g q4 1 2 ? r4 LOCATION (LT, RT, OR CLY
a ? ?' ? a t3 u li n3 ? ? 3 M G R P I g. 1 11 m I M 191 91 M 4; ? $ g W , W FROM E1R

a
?I
g
IX
g
N
Pn
G
TO l1CTI1RE N&
z
9
00 9 mm
O 9 mVV
N j
41 m
N 9
m 9
m
O y9
-a e9p
P p9
8 p4
0 g
? $
+ 4
O m9
O 9
? y9
m ?
? TOP ELEVATION
y
Qd
N m?
O m?
O ?Ly
IO Pe
m
9 N
a qA
m N qA O yA i 9
IS
IS J N
N
? W g g
vm
4
f
a
is m?
m m m? p?
P. ?V
at
N
N
m
is
a
a
a
a
a m
mV
m , +?p m
i A mp + ? W
O
It iiiiii y
{ate
bb y
{C??
m INVERT ELEVATION
??
{{
la
8 m
ffi
`J ip
O
$ O
& P
8 .
y1
O
8
}9 Vy
O
$
i
s V
IS
8
N
(i q
W
8 .
W
8 m
111
8 Q
pr
8 I,
V
15
$ v
t
INVERTELEVATHNI
ELOPE CRRICAL

A m m m N m m m m A N A N
f
O
A m
m N
A ?
m

z

m m
162
? 6d 165
165
1.02

y
m "3
m 201

2M
?fl
2A1
?
m
y

N
0
> m
m 201 O
Z

270mm BIDE DRAIN PIPE ?
o m UMM SIDEORAD1 PIPE
OOOmm SIDE DRAIN Pff
V
?
C.aP
8 PER EACH (0 THRU 100) OWNITIEB
FOR DRAINAGE
y

15THRU3A0
>
1 81RUCTMS

'TOTAL LF FOR PAY I*I
•?
W

°
S OO AND A8OVE
m
QUANTITY ( .S X COLln O-i
I' 0
M STD MOAt OR STD. 540.02

m DJ. STD U&140R STD. 0/015
DJ. FRAME AND ORATE STD U016
MM L TYPE W ED MIT OR W X
MA L TYPE'S' STD Saill OR OW.27
M U FRA11E WITH TWO GRATES ED 84M
M.DI FRAME WITH TWO ORATES ETA 84022 ? SAO
•
1 J & STD OW 51 OR $40M FMI
?1
M.H FRAME AND COYER END OW 54 0
CONVERT DJ. TO J B.

N N
1Jt
CORR. STEEL ELSIOWS NO S WE
fM?l
CONC. COLLARS CL 'B' U STD 610.72 ^
l 1
CONC. 8 mm PSIS PLUG, C.Y STD UM71

m
LA PK REMOVAL (METERS) $
`E-(V
c
O
Z # c .. ~
m

LOCATION (LT, RT, OR CLr
FROM Y
S
?
TO STRUCTURE NO ?
C
TOP ELEVATION
INVERT ELEVATION
INVERT ELEVATION
SLOPE CRITICAL

B
14 ? (?

Ff.

N
167
1.67
167
1.61
101 rT?
101 90
101
m
101 ? O
775mm BIDE DRAIN PIPE
450 mm BIDE DRAIN PIPE
600mm BIDE DRAIN PIPE
V
C.&P
V
PER EACH (0 rHRU 1 QUANITIES
70) FOR DRAINAGE
15 THRU 7 00 STRUCTURES M
> \?6
'TOTAL LF FOR PAY O
QUANTITY SMALL BE COL
700ANDABOVE m *(1JXCOLT)
A O
C.B. STD 640.01 OR BTD 640.07
m0 C
T figs I
666??y???yy,666?
D I STD 64014 0R BT0 64013 0.4 x
D L FRAME AND GRATE STD 640/6
M.D.I. TYPE B' STD. 640.16 OR 64027
KU TYPE'D' STD. 640.,6 OR 64026
M.D L FRAME WITH TWO GRATES 9M IWOJZ ?y
O
JJL STD 6402, OR II" iv=
CONVERT DI TO JJL y
a
CORR. STEEL ELBOWS NO.6 80
CONC. COLLARS CL'B' C.Y STD 640 77
n
CONC. i BRICK PIPE PLUS, C.Y STD 640 71
PIPE REMOVAL (METERS)
V;
a
8

r
r a
r
r &
r
r
r
r
r
r
r
r
r
r
r
r
r
r
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P G A 21 P g q 4 4 4 N P g 21 21 P y 21 21 $ 24 P q 24 21 P G 21 g g q q g g q LOCATRIN03,RTCORCLr
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R INVERTEMATION
ou"CpRGL

'D N
i3l
N
N
a
+
A
m
a

m
m
gAg

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201

t.0, p

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n0em HIDE DRAM PEE
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G PEREACNpTNRU,AO) FOR?DRAINASOE
M
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a 200 AID ABOVE m gMNTM WALL BE OOL
A• (IAXCOL V)

O 0
C.B. STD. 010.01 OR STD. MIA
m
?

lip, y M

DlMMOMORSTD.M0,3
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y°1 TTPE'B'STD MouoRMO.n
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J.B. STD. M0.01 OR Liam
T.B.J9. S1O MOM co
a

m N N N N
CORK STEEL ELBOWS NO 1
oo?N;. COuM a. v c T STD. so,
n
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? PwE AFr
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pp
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9
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i Nk' k? k, ? FROM

TO STRUCTURE NO
F
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IS
ai 8
$ 8 iJ OS fS $ m
a $
£b $ & >3 J
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9 9
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W
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9
$
$ mm
Yt INVERT ELEVATION
8 8 & g s g m INVERT ELEVATION
SLOPE CRITICAL

A ? N P ?' P N
I? A m
NN

m

1W E
A O N W In v
to m 116

2.01 y
m
O
in
2.01 8
O
A A 1.m

676mm SIDE DRAIN PIPE
460mm BIDE DRAIN PIPE
600mn SIDE DRAIN PIPE
r
C ILP A W
- PER EACH (0THRU 160)

FOR DRAINAGE
Q??
da

1.5 TNRU6JM1
s STRUCTURES

'TOTAL IF FOR PAY ?y
6.00 AND ABOVE m QUANTITY SHALL BE COL
W * (16 X COL'B`) O y
CJL STD MOAT OR STD MOAT Fj1

- DJ STD Sa140RM M016
N DJ FRAME AND ORATE STD MQ16 1
MDJ TYPE 'B" BM SQll OR M027
M.D.1 TYPE'D' STD 610.10 OR M026
MDJ FRAME WITH TWO ORATES STD I"
MDJ FRAME WITH TWO GRATES UM M0.n C/? O
_
u J.B STD 11,60.61 OR $" N •
T B.J.B. STD $434
Qb
MM FRAME AND COVER WD MOJM a
CONVERT DJ TO J.B WHO

N '? N N N N N N
CORK STEEL ELBOWS NO A SU
Y-r-1
H
°L CONC COLLARS CL'B' C Y STD um
ll ?,
CONC i BRICN PIPE PLUG, C Y STD "0.71
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A A
4u
w
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(p?

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b bb?b
+
N

r?* N f;a/1 N

m
r? N
w ? ?? 95
?

mull,
v
f s

LOCATION (LT, RT, OR CLY 5 !q
FROM

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INVERT ELEVATION
INVERT ELEVATION
SLOPE CRITICAL

r
z

Y
1J17
107
107
187
201 n
L01 7D
2A1 C'
$ m y
iot ?
975mm SIDE DRAIN PIPE
450mm SIDE DRAIN PIPE
600mm SIDE DRAIN PIPE
R.CP m
C.SP Sl ?3
^J
GLIAMWe
PER EACH (0 THRU 1JW) FOR DRAINAGE H
STRUCTURES 0*6
1ATHRU7.00 > ??1
'TOTAL L.F FOR PAY C
7AO AND ABOVE QUANTITY SHAM BE COL O
m 'N+(iAXCOLln
CB. STD. 0" OR STD. 81002 2
m
0 C
E
D L STD 810.14 OR STD 840.18 O y xj
D L FRAME AND GRATE ETD 640.18 1? jy?J A
MA L TYPE'S' STD. 810.18 OR 64011
MA I FRAME WITH TWO ORATES STD. 61010
WILL FRAME WITH TWO GRATES STD WM
J B. STD 84011 OR 840.72 J ?y
MX FRAME AND COYER STD 840 54 •_
CONVERT U TO JJL WMHC O
a
a
CORR. STEEL. ELBOWS NO 8 SIZE
y
M[
CONC COLLARSCL'B'C.Y STD 64072
n
CONC 6 BRICK PIPE PLUG, C.Y STD Sall
PIPE REMOVAL (METERS)
'm

4
LOCATION (LT, RT, OR CLp
FROM
STRUCTURE NO
TO
TOP ELEVATION
INVERT ELEVATION
INVERT ELEVATION
SLOPE CRITICAL
u
1 1+ 1 1 1+ 1 1 1+
1 Is
M
m
11 1

183
m 162
1.0
162
201
2.01
201
? y
ILN
276mm SIDE DRAIN POPE Imo,
4H mm SIDE DRAIN PIPE 1`?v
600mm SIDE DRAIN PIPE
V
FLU
C&P lip ,a]
y
PER EACH (0 TNRU 130) QUAMMEB
DRAINAGE v
FOR DRWAINAGE
o STRUCTURES ?y
15THRU300
'TOTAL LF FOR PAY
220 AND ABOVE m QUANTTTY SHALL BE COL O
A' • (1J X COL'B')
CJL STD mm oR STD 61002
y
O O
D.I. BrD e10 14 OR BID e1o.1s Fy x
D I FRAME AND GRATE STD 610.18 A
M.DI TYPE 'B• BT& 610.18 OR e1o.r7
MAJ. TYPE •D• STD 81011 OR 61028 F/Jrr7
MAJ FRAME WTTH TWO ORATES STD 110.22
J & STD 610.21 OR 61022 y
TJU. L STD 110.21 (r 1••1
CONVERT D 1 TO JJL
CORR. STEEL ELBOWS NO 6 SIZE

•
•
COMM COLLARS CL
B
U STD. eW 72
l ,
COMM a BRICK PIPE PLUG, C.Y STD SM71
PIPE REMOVAL (METERS) 74

S
9
6
3
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6
I
3
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SS 8 g ig u ? 8 8 8 FS ffi is is M IS 6 9 8 $ te N N B ? r 3C S 1; 9 v v v 1; 8 N 'e $ ? I INVERT ELEVATION
s tv 8 U I g
F6
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fR I
tS s
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8 &
8 9 9
8 9
?
8
'e
INVERT ELEVATION
SLOPEcwTICAL

m ? ? m m u
m A m N m N m
N : m 3
r3
O O N
P Y
N }}
N H
8 ff^^JJ99 ? ?
mm
A
157
157
s + 1n
N °1 1.51
a
m
O °
O 401 s
p
O
2.01 9
$
m
y
2.51 K
T
$ m y
2.01
N 115mm WE DRAIN PIPE
150mm SIDE DRAIN PIPE `.
Nftm WE DRAIN PIPE

R.C.P
V
(r
C.&P
? -

u
PER EACN (0 THRU 150)
QUANTTIEB
DRAMME V

Ig
1.5 Tim 1.00 T
-T
M araucrlslES
FOR PAY
N A 2.00 AND ABOVE m QUANTITY SHALL BE COL
A ? (1.1 X COL.'S')
C.B. STD 810.01 OR BID $10.02 O

00

o

D L STD. 54014 OR STD 510.15 x
u Dl FRAME AND ORATE 8TD.510.15
MJLL TYPE "K STD Sal? OR $4026
9
MA I TYPE'S' 9M 810.18 0R 840.!7
.? MILL FRAME WITH TWO ORATES STD S/0 20 0
;3 M.111. FRAME WITH TWO ORATES STD 510,42 5
..?-
?

J B. BTD 8/0.1108810>Z `
M ?y
1
W

N
TIJB.STD 81014
M IL FRAME AND OOVER 8T0 NIM 5?
CONVERT DJ. TO J.B.

N N CORR. STEEL ELBOWS NO a SIZE
lll
?ll??,
H

CONC. COLLARS CL'B'CY STD 54072 ?
J
h[
^
n
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N
8o
N
o
m
8
m
m". REMOVAL PETERsi
o g ? Q o 4 g ...

1L
29

$

1L
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f'
P
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r ?p
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r
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16
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? F?1
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2 4qf
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g

1

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29
?
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121 V
O
f-
1-_,
P

p ?

1 To
LOCATION (LT, RT, OR CL)'

!I
S . Is s s I 9 a 9 2 E M P 9 A 6 9 ? P a lg ? a & li t a a ? E a A 6 A FROM
I la l 1A 1§ J A 0 9 9 1 It S a ¢ A $ TO STRUCTURE No
yy
r3
?'i
7?n
$
a
8

8
N
PS

8
N
$
w
'm

$
N
ES
y
8
s
o
a
al

8
a7
8

Yn

?n"

$

?+

TOP ELEVATION

'e1
8;
0
8
8
?
?
o"
E
$
Fn
$
E
$
$
S
?
S
$
B
Fn ?{
?
{%
?
P.
F?
N
N
ih ?
?' 9
!-
- VV
V
; y
aT
°i
$1
?d
Q1
INVERT ELEVATION
9

21 N
8 y
'a y
8
B 0
13
21
$
$ J
8
$ J
+S
al
8
' y
(Y :
$ ul
N m
tg

: `?
a
INVERT ELEVATION
SLOPE CRITICAL

0 0 + p m b N m ho
m ? ? to O A b'
G m N P [Nn
A ? ?.f
N A A ? a
u
0 17

8

1.Sa
In
In
16a

2.01

201

2.91
?
m
y
201 ` .
c ° ?
375mm SIDE DRAIN PIPE
1
?
450mm SIDE DRAIN PIPE \\\
iii

600mm SIDE DRAIN PIPE A-01

C.S.P
'""777
m PER EACH (0 THRU 150) QUANITIES
FOR DRAINAGE H

1.3 THRU a oo
> STRUCTURES

'TOTAL L.F FOR PAY

a 00 AND ABOVE m QUANTITY SHALL BE COL.
W (13 X COL'E')
C.B. STD 610 0108 STD 610 02
m ??
O 0-4
o
0
n O O

? D.LSfO 6/014ORSTD Will
ox
r Dl FRAME AND ORATE STD 61016
M D I TYPE *W STD. 64017 OR 610.26
M.D L TYPE'S' STD. 64016 OR 610.17
M D L FRAME WITH TWO ORATES STD 64029 9
?
o MA I FRAME WITH TWO ORATES STD. 61022 J
y
o
l
MW S
tv

CORR. STEEL ELBOWS NO 6 SIZE
CONC. COLLARS CL'I'CY STD 64072
t ?
CONC. 6 BRICK PIPE PLUG, C.Y STD 610 71
o + s N + A PIPE REMOVAL (METERS)
r
y
m
m C
117 CC
T
a' ?g??
F

O 1 isC yyyOA ? V ypO ypZ ypi r J [ ` ? pS ypO yp? 1 m y? Y .C <
Iz ? tJ
a
l 21
- N
p " " Z
LOCATION (LT, FIT, OR CLp
<
?„ FROM

TO STRUCTURE NO

?.
k TOP ELEVATION
S g N INVERT ELEVATION
INVERT ELEVATION
SLOPE CRITICAL

m
N
A m
A in
N 66
m
A u
N F
OO
N
T
A
FJ kTi
I
V t6
Ol I$
O
CD
O
N Vu'
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p
Oi ? A ? N PI p O J
> O ° {
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+
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m
$
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m
m
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m
m
m (vi
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p
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m Oi Lmf
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1M

p N
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m A
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m A
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m PJ
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? m m ? tO o 1 M
? ?

N
m
O
T
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N
C
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=A1 ({
'?
O
g
O y
m
O
p Qf
m rn 201

a s 2.01 y
T ?)
$ m y
W mNN p ILM O

m m ; c ; 876mm SIDE DRAIN PIE
S W m N N 45MM SIDE DRAIN PIPE
MOmm SIDE DRAIN PIPE
1LC.P g
C8P
,? ^> m '3 ' a '8 8
zt
m
:"4
;S

°
o,
PER EACH (0 THRU 1.60)
OUANRIES
FOR DRAINAGE
???...111 V a
_
16 THRU 8.W
> STRUCTURES

`TOT
L LF
m 5 r c
F4
f 00 AND ABOVE
m A
FOR PAY
QUANTITY SHALL BE COL
A' 4 (12 X COL'B'? IIw O

v? O
1 g N N a ? ? N W W A C& 8TD M0.01 OR 8TD U002

Q 1 N N W P r •(?
?
$
A
W
o
° W
°
° +
m P
m
° W
m N
o
DJ SID 8014 OR STD 30.16
x
8 m m . m m e m 'o DJ FRAME AND ORATE STO 84016
N ^+ W ?+ MDJ TYPE -A'STD 840.17 ORMOn
A O to N V V A (n N V m a MJ)J TYPE'B'STD UO18ORS"
o

4
a

t

N

in
O

W
N
'

N

A
N
-
m
O
W
m

I

N
V
-
N
W

N
N

W
N

A

m
N

m
N

N
W

-
A
MJ)J TYPE'D'8TD M0.18OR1140A
MDJ FRAME WITH TWO GRATES BTD SAIM
M DJ FRAME WITH TWO GRATES STD 94022 a O
y

N
P N MJ)1 KS) FRAME WITH TWO ORATES 9M UU4 a
W J B. STD 940.81 OR $40.22
m N T B.JJ) 8TO Mu
P MJR FRAME AND COVER STD S&S4
N CONVERT DJ TO JA
CONVERT DJ TO J ILW1MHC

?
Z ?
2 ??
R $
5 a ? ? N +? N P N pr m P A N ? N N
CORR. STEEL ELBOWS NO 8 SIZE

H

CONC COLLARSCL'S'CY STD 84072 ?J
Fc
^
111 111
CONC 8 BRICK PIPE PLUG, C Y STD NO 71
c o o ° $ PIPE REMOVAL (METERS)
?
m
N m r
`

Z i 4 S

r

3
r

r

r

r

r

r

r

r

r

r

r

g
r

;
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pp
R4
r _
p
t6
r o
s
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m Z9 Q3 lB FROM
I
TO STRUCTURE NO
e
70P EIBVAMO*
bi G L4 N R IMVERTELRAMON
b S ffi # 9 9 yes
4S RNERrELLNAPON
SLOPE CRfnm
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8

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a e e us

SHOP
ELANOATED

2.11
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M y

N
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q9
a
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d
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MASONRY DRADUOE STRUCNRES
CURLC YARDS
CAM MSBIORM U O x

w ?a
0

REMIF CONC FLARED END SECTIONS
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CORR. STEEL FLARED END SEOTNINS
NO arm
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F
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DATE - ADDED OWNER NAMES TO PARCELS 46 3 47, ADDED PARCEL 48 WITH OWNER NAME - WC PARKER, PE
DATE MARCH , 2006 - PARCELS 46 6 47, PROPERTY LINES UPDATED ON PARCEL 47 - WC PARKER, PE 46
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