HomeMy WebLinkAboutTWP 71 07 Holtby Municipal Drain1
� 0'' 7-10AI to P for B lm i n l ge WOrks in Ma Townghlp of Kincardi..3 is
"n the 00 "Y Uf Bruce , and for the borrowing an the debit of the
MumiCipality the auw uf thilk twu thousand and one h Q,11,,
Yon VOYPISTing the araAhnge Wenks''
;he WOMMAn uuohNr of moary as MOWS. by the last 092003-
700nva ) of tho Promvty havyinny"m ont forth
hav P""Ped LAO COMM of the Township of Kine
"Y"M th at " landO and M'Su be Mined by a dmirage workm
TOWSUM ot Anemone
COM 1 WA. lots 20A,5,6,?,S,q,!0,1q 12
core. 1 NMR, Iota and y).
A-z'�d. tht said council has Proomed a MOM prepared b
H&Sibaon LTD. TWU9.0A,-,S,
1291 00mmissioners Rd, W-
London, Ontario
929 Queen St,
Kincardine, Ontario
Flea— oneback Page
& •
3
D " ` d J U 0 (8
: T j
e 7. r e c. i B -111 ack Snpt. 14
T_� 1
Resubmitted
i�! 2,1970
e —10
The C' ', T' , ' *.' G' 1 C'D ' K'
3-
C iv t
t r u r; u a - Y I t V0 2, 11 3 rjn
oivne
and 8 In b I W j 0 r _i 1 6 Y
- vc
m a P, a ri
amd
W011�1�- h
e
Lots 5 and 6 Concession I 35.1).R. in
in number of the owners in an area
e_,arpination and survey of the area
profili-es specif-icati ons for a
U_
1D
S '.; 061 t'
s e loca of the work and the lands affected
In
by it " specifications show - the dimensions
:- - 'ma`6erJ_a1 and other particulars. of the work .
on is d� n,, to section 54 subsection 1 and Section 57
of the , Lct regardinn responsibilities of owners with respect
to
31'nou'21d repairs, underpinning or other alterations be required
f or th_e Af.a7hwar bridges on the course of the drain , I asses i the
cost the-r-eof including any necessary expenses incidental thereto,
against Ithe Road aulthor-ity havil-ig control. of said roads.
T �, - L 11
dc!tc ) J n - "he amounts to be paid in allowance to owners
entitled the under - ',ection 8 of the Drainage X',ct as follows:-
Conc. c Part Owner Damage to lands J.'itch already
Damage
any) Constructed
7 jeverance
I e'.Ilowances - Hol .rain 3,515.00
?Wuluu,
2., 111�
1harold '3hewfelt
I
L'st. "':'90. 00
4/00/00
4
� C. eedharp
75.00
I'Vii.n 2arrell
295.00
1 7 Dr.JeratIAT'lo
75.00
'George 1 cks
'1 10.00
o ltb
200.00
- Gynn'*i Farrell
85.00
210.00
E�I.rice Fry
10.00
j'-L,_'D,R, S3 . I C
1."ilex- 5tawar
50 -
315-00
ElEppel Stlo'.ae
alo. 0 0
385 -
r.
I L W i rX I i'l
- etchor
350-00
30M
0
?z it? edge
220.00
James 2errier
85.00
TP o t a 1
1 , 805.00
1 1�
t, 5 -00
I e'.Ilowances - Hol .rain 3,515.00
M
2
r� % T j)Z:I,F ! HCC)j.TT no-51—`0
J, J.,
700 1)i oy. 8
r
Jiarnei. I field til e 220.00
I L Y 1 --, 1 7 i b a c, k - P --; I I i i
3*15.00
310.00
1 , 6 3 4 n e al f ;n 2 o f 6 ", d, i am e I e r I f i c d t e
- backfil.lir
"D z 1 6 570-00
0
j-rLcludi r
( _�, renoval of brush, trees and
`750,00
up t 1/2 cu. yd. , and levelling of excavated
material
Closed
i2 c a fs e t o J: ' 1 d am. c te I yield tile
2,080.00
yj rl -I
g a_
n layir F., :�-, nd bacIfr illinp:
2, 1 80.00
1 11 4
feet of 6i 0.1nmeter is I field ti? - e
220.00
400.00
2 r)
J`.'eet. c,-E' 21'r d i ka, r 16 corrugated Retual.
3 Ij 0 PIP e t- h rodent grate
6000
r, Co-rugated metal pipe
ic - Lore T)rot,--,ction
v, 1, d s
80.00
2
i. Jasins
250-00
.1 8 2 Al
- of 16 * diameter 1 field tile
1
laying ar d b,-., c kf i I I n?:r
1
1
lineal_ fee'- of 14 w - - 1 field the
1,075-00
ljlg,P�112�� , lay-irg and backfilling
C.>
1
3.362
I;ineal feet of 10 K field the
1,280.00
-
i Dii z-in,-7 layinL� and backfilling
1
100
Lineal feet of 1c5. diameter 14 guage Corrugated 1-" etal pipe
255-00
TrS-+,F.Ijatjor, of •orruGated metal pipe by boring method
900,00
5
Catch basins
625.00
BY4
r
ID 1 11.
J T -
1
of' 10 diameter 7 ,""1 IPield tile
725,.00
Digging , laying andbackfilling
C., c_;, -
950-00
120
T,ineal fe-nt of 8 diameter i' I field the
40,,00
3 090
.D. i gg i n lay sand backfilling
Lin6al PI diameter 1 field tile
00
R. 0
ot 77
5
3 lay-JnE arid. backfil-ling
1
00
U -L -
TJncal - Fee - ' o"12" diameter 14 guage Corrugated metal pipe
205,00
Ir,st,,7,l1at`Lcn of Corrugated metal- pipe by boring method.
750-00
2
C, I.
250.00
700 1)i oy. 8
r
Jiarnei. I field til e 220.00
I L Y 1 --, 1 7 i b a c, k - P --; I I i i
3*15.00
310.00
1 , 6 3 4 n e al f ;n 2 o f 6 ", d, i am e I e r I f i c d t e
- backfil.lir
"D z 1 6 570-00
of 32 100.0c) I assess against lands and roads
C." according to - 'Clle annexed Scli.edule, of Assessment
i e
0 4
Department of f , I tj
r or not the I -Hi.g' e l ec t s to d the
ilj ghway -no. 9 - 1 35 +00 to Station A 36 +00
--i-id 3tation. B29+50 to 'Station. B 30 -%- 50, it shall be assessed
�11
t -- a act�ual cost of the i.vork as an additional benefit assessment
in - it - ;on to the i3enefit and Outlet assessmnents
I
.
, construct-ion I the Drain shall be maintained by the
z• _; i c i Pali ty of the Township of Kincardine at the expense of
aLIL -- he lands, and '-Roads assessed herein and in the same rela
prop or t i oylunt ii said assessment shall be varied according to
the provIsions of the Drainage �,ct, with the = xception that the
M; itio be_ assessment afr
ainst the Department of Highways
F,ha'L' not fo.-Jai pa-Y-t oft the Mlairtenan.-e Schedule.
i g n c d
II.MI.Gibson 1._;�TG., O*L4)Sv
T"
- on
31 u..
o J'
the, Drainage ct
00
200,00
10. 0C)
c,2
's r
J
t c
by
1 0 CIO
fees
,;o.st of
t1le f
"oltiby
3
of 32 100.0c) I assess against lands and roads
C." according to - 'Clle annexed Scli.edule, of Assessment
i e
0 4
Department of f , I tj
r or not the I -Hi.g' e l ec t s to d the
ilj ghway -no. 9 - 1 35 +00 to Station A 36 +00
--i-id 3tation. B29+50 to 'Station. B 30 -%- 50, it shall be assessed
�11
t -- a act�ual cost of the i.vork as an additional benefit assessment
in - it - ;on to the i3enefit and Outlet assessmnents
I
.
, construct-ion I the Drain shall be maintained by the
z• _; i c i Pali ty of the Township of Kincardine at the expense of
aLIL -- he lands, and '-Roads assessed herein and in the same rela
prop or t i oylunt ii said assessment shall be varied according to
the provIsions of the Drainage �,ct, with the = xception that the
M; itio be_ assessment afr
ainst the Department of Highways
F,ha'L' not fo.-Jai pa-Y-t oft the Mlairtenan.-e Schedule.
i g n c d
II.MI.Gibson 1._;�TG., O*L4)Sv
A `3-
HIC (Y art Pproy. n
eo,
Z
2,
18
M.
5&6
49
17
28
Jerauld Thomson
8
26
George Hicks
Road
42
Bill Hol +,by
w ah c e
& 1 1
15
Tv:nn Farrell.
ill
03
lvs Iaurire 7--y
8
17
George . C - uyler
9 pt.10
42
Alex Stewart
Pt. 10
10
Elmer Stone
11 & 12
57
irwin Fletcher
1 13
36
.'.Ilan Rut Tedge
14
30
James FerrIer
15 L
47
George Cuyler
17
14
Rex S)tewi--rt
18 �,, 19
9
.Ibert Ilewi t t
Total Lands
Al . L J
> 50 .
2, j 10.
00
i 9- 0 . C)
r7 3 020. 00
C) j
'41 Oo
12 9 i�jf)
21 0. 00'
7 1 5 0 0
1 no
8/1,00
210.00
51-00
285,,00
180.00
150-00
237.00
69.00
45,00
er 2
60.00
1 10/11 'O'ideroad U. of 3 Township of Kincardine
Highway d 9
digl Department of if
9 7.5 -jgbways of Ontario
Total Roads
Total lands w Roads
225.00
285-00
7 tit 2
9,420.00
00
no
6 6 0 00
54.0-00
6 1 5 ,, 00
1 ,410.00
600.00
180.,00
9030.00
210,00
360.00
570-00
41": 9 y 900. 00
11 ,- �, z � f �
r. ; u
2 '1
9 00
Q .
i
8 00
2 2 5 CJ
204 00
00
1 00
24-9.-00
50
2" 00
1 2 260,, Cf,
8 1 , 2 6 0,
5
Highway h 9
Total Roads
Total Lands & Roads
De arit of fi J_E, ;� '
parte
,rn
of 261.00
125,00
i �30. 00 X261,00 ;¢1 135,00 5', Go
it 4 Q 1,065.00 1 125.00 S0 ' '1 , 650, 00
7.5
06,330. 00
j. 2 070 � 00
Total Assessment Holtby Drain 6 100 00
TO
01
tj 1 11
- TO. TBY
Tj
DRAI" no.
91-10
_,-�ot or par t
14 Uc
-ro
j$v�1
11 _ 7, 4. 11 S S ; S
6
9&'10
4 2
N�f_t
_JIA__,)tRMce
TOVVIT)
12
00
pt. 10
10
1A. I] c 3 (,. e
I I & 12
57
1 rwi n 1. - 1. e 1 r'h e r.
72.00
G, 0 0
0
13
36
- �,T , , J
9 .
108.00
1 0 Irl
C
14
30
J a , e s Fei?rler
J. 5 0. 00
1 53. 00
2 0 0
20,, 00
15 & 16
47
Georg e C e
PO � 00
75.00
.00
u
X
Total Lands
67 0100 r
804.00
r
r N , :(.
,515x00
10/11
Sideroad V.of
hig,,hway W 9
3
Townsn' o
IP y-I c!,
i - ci e
135,,00
Highway h 9
Total Roads
Total Lands & Roads
De arit of fi J_E, ;� '
parte
,rn
of 261.00
125,00
i �30. 00 X261,00 ;¢1 135,00 5', Go
it 4 Q 1,065.00 1 125.00 S0 ' '1 , 650, 00
7.5
06,330. 00
j. 2 070 � 00
Total Assessment Holtby Drain 6 100 00
J-4
850 Unoal feet of open drain ( 1400 CU, yda,)
$7 ]An*-al feet *94 dosed drain
5 ea-tch baoins,
2, to bidders Tenders To be rece and contracts wval
only in the - 1 1 "orm of a luurp sum for the completion of the whole -, Aro k fln
accordaryce wilch the; plaa, prof im -and specifteations or of such porlVions
as spec: fled In the tender call
Each biddar shall i'lle a s pro uith it a certified. cheque
-'or a surl OQ1182. to ton i (IbQ of th bia 'Dric mad.; payable
to the Tluni ci1m1:1 ty . If a person makin,, such a proposal fails to entjr
into -a contract nursuant to the requirements of the Council it,
2ourtsen da-ys of acceptance of pro oral, the aforesaid cheque shall be
forfeited to th.- Municinality. A2.1 car cheques exce that of
the bidd-or t 6 whom the irorl.t Is aliardud <All be r3turned within tan days
after tl'na Contract Is
T' certl4ed ch--(lu3 of the bido.er to - whom the contract is aTTarda-d will
be returna*d with the final payment on the Bork,
TY,-- blelf --rs nust -37.arl.re for t• -e - - , !P.r , nrof and. speelf-
ic =tion.4. and tho loontion of the pronosed trork, and exercise their wun
Judi ' �oment as to the -extent of the woriz to b-- done. The contractor must
-issu
rna ill risks- of variance in any cornutation by whorisce iw..de,, of
stat3ma'nts of a.T-ountq or quantities neea-ssary to cor the work
raqi,Ar?d by contract.
f any rtoabt --xists In tho rrin6i of any T)erson tenderin� as to.the exact:
of any portion of thesz s7,)ocif ica 1 Ions or thii nlan or orofiie,
A
be :-emov3d before sir-nin-, contract an�re3rento th--r-190ter
thei dqn - vrlil be bound by the decifAon of the nr
Ineer on all points,
S1
con , 3hq.!*' s-atftsfy beforo t1he comr-.-nc m3r.
'19:r o thcz ?—.rotk. o f tno r, i e a n 1 r- ,,, o f r 1 11 stalies. and rno,rks, and
` ho - . ,, oy ; - - id chall be, m i La t y e lo z-; �
"to
-Ixn 'a o o s I M J 4. t -
for baf t mz �.s contmanc-. S h o u.1 d
5
c, oz t e -ri* to corr i;tcl h- 1-rill ba be* 6. liable,
Y1 ! b e, c o a - �--,ro- 3r
t T -11,01 `h�� -7sswnc,� cf n-
i - at !J�4�
tru"0 s� bc c o. c- D1 U. , C.{ On or
-1- racto.- f
A
Ofi P e o - i' s a c on
-,dd kjkl, �-1 b tha E* 7 n i. ; t . 31 a 11 be, o f tlie opl nl-on n i
said
a y A -C! I`U"1,0-1o�.,*!
wred o�z' Vna th- said
o 0 S w
is n.: o - P c ond 4 t 1 0 n s thIs cont or Is
th- fa C3 worl is not lially corioleted
n ba
u I n e. a!� A th 0 r J�
. I o , . , i
'Me contract for ite corin
o nam a, r, counc"I
M
U to
tr y t � i I n fjvB d-ays a roc- " iv nc, no of the
i i, I I have -1 U.1 , -s i , -1 -1 r — - -I tj
n 3 Y� notif .,r
the said contr. to discontinue all furtar urork
� -��
an &. futur) )erfor-trancD tharaof by tl, contractor but
3 vi nr a-11 claien a-ainst the cont for of contract by
rit+ -- -r),-arson!- ly
-i n not" c a to be s ur)on th,-, contractor, aithar -1
V J.
> or at his rosl.d�, or by raCist3r3-, rail, or tAth his agent in
charge of the irork. IT hereu t contractor shall discontiftuO said
,T(,rk an?. tha council shall have the to procure labour tools.,
and machinery, by contract or otharT -!is3, and. to co M.T)lste
t'vi8 - r:rorh- anC to char,7-- the ---vi th. Includin- other damages
I !-, V
of -,v, nan3 an natur3, to the aforasaiCl contractor.
'n
L; a
7, if
C, I v e V e,"
0 C! C -:I,,
t 't
Y
��u 11. �1 f'3 - 1. �)a J-
L c
.. ', .. , , � M I "� -11 _. 0
n L
o ne--t "�- C) aj-i' lcll" r t i t.,n.�, - T, - and -3 b e
'
an r '4 a n r 7'
frorr. the non to Cover su h ch
t all Se
n s. �s o r dl e r C_ by a n , i n r 1 r T7 1 n -
..,,. C'ZI
6 j. ions 0
0
OnUit. f
J" L
C)
aror &ol hi 1 - 1 mia)y n it, ha.vz� �, .!c 4n to 'r a n e
I L Q--- and, were not
, 1 i C1. 1 f or by t1aes ,, and
.t ' an'o' - ,rhich • necassary aljerxations - to th- plans
hv� work be complat-_d In a satisfactory
in S r rcl-n, i�neilt t
J71 ri or sl l ine Ulately notify the
L ,' o (', ont ac
q� T!orlur.anii' a nsanner,
1,nc; who orlll the n-3cess ary alt ha era.`Gi m ons,, F, of tlfric cont-ractor
he t iva the contrtictor of the re sp- 1. ,,o so notl C �3 n g I no . x� s 10 -ale
onolbility of fully com;Dlating the, rork and maintaining, it for a. -period
of on,-, yea f tor colm- tion of construction,
7 Utllitl�es atc,,*O The contractov, shall before - o-arforring any wort: aff-cting
t."!.-, land. or proporty of the Da Of or any Rail-urnay,
7 -�_-IeT)1�ione or 'Pt,.)e line Coin-,)an', or Public Utility, obtain at his exwnsa
, necassV;y rj-_rrits. T contractor shall futther agree to perform
the vrork affontinq such land or T)ro•ar•y in acoordance i-:'Ith the
s of such de dornany, or Utility as though oald
were hereto attached.
Dama7 The contractor shall - ray a.11 lossosidamages or claims
racaiveC by 7_"unicinal7.ty h- shall .)roV ct ann(I nav- harmless
tl- T."unici af any liability for any IarriagOs accid_
losses or claims diroctly or incf ari8in: out of tha contract, or
manner of perforranc3 tlnor_ by tlln3 contractor,his af'
or su)-contractors. - ' 1 1 1 hD contractor ' 7ill be solely liable for ' all injuries
r
and. o accidt--nts to -: and. or nublic and orproparty and shall furnish
V 'Cunici with proof of his Insuranc-_ arainst all liabilities
nkr 'U"o o the contract,,
�_117 ald liable for any -_7�-)anss -a oc casioned
contirac�tor shah. be h 0 A. d �n ga s 0 c 0 0
'by or
f0n bein, l eft o on or imi,)ronorly c"oset.�: aJln�;,
Insufficient :'� r
�u,
"rrhtinrcos � or; bad � at P 1 a C _- o where a drain runs alm' or across
o
-.
a lon'6-' - ance or any na�'li, _-nce in carryinn on the wor-1,c, Any such
0 L)
ma b'a delucted by tha from th-a anolant
tha -Orstract - o n - ra cov-y-j by 11 t1ie Fv On L
"J. x iay b- znici� ality from th!
9 p c y;
.. - o. - Lyment itin, cacC l l_ equSs.]. to about 80;,, o th�_� rorl_�_ done and
the wror1r, be, risd- to the contractor on the
e 6't of the En,Inee�o, .��.n additional 1'1% will be paid
and 1 %6 o1 the cont qO racQ
days aft-_:ta ttha final accept by the 1 �nglnaer,
prioe may bo resserved by the 1 for one- year. After the
0 0 p :10 n of the work, any part of this reserve may be used to make
0 aulty workmanship,mate.ri als
fects vlthin that ti.me fror, f
by cont.ractor and loose backfill, provided that iTritten
i t ii t y make
ice first be - tha oontractor ao tha he may
no orp I
' 4. Vr
L., de:�Ieats il' he so desiros,,
10 :Final Drisp_ All th�e x%rorh inaludea In the contract must at the time
of 1 - and final inspection have the full dimensions and cross-
.L I
seot,lons, Final Ins-nection irill be made by the 1 ,ine-ar within 30 days
after hie has reoeive" notice in writing from the contractor that the
rorll� i ! completod, or as soon thereafter as weather conditions permit,
11 Stadzez S'akez are set 100 feet apart throughout the course of the 'work
o as
r , shown on the accompanying plan and profile. The contractor shall
be held liable for the east of re-olacing any stakes or bench marks
de ,-tryyed during the course of construction and the drainage area shall
be liable for the cost of replacing stakes or marks destroyed before
commencement of construction,
y - " - --, �n . � !J
IE 1 I-A except
12
y�, f
c a:
o n
811 G
'K 1A
i�e C11
.
7"1 3 s aj- shal I be dons lin SUCA a manner
a.; to mal.; t1l"J'e finishei-f,
13 P::'Ofileo. "'Ie ri -:5 t 0 T3 0 C a V P_ e d. t o r a g u I a: t r a d e 1 1 n e s a s s k i o w n on
the - oroffl-, These rg, r -a -
A. - - , ae - lines wre governed antirely by the ben ch mpxks
and thaw bottom of finis-heel d.*_1"&, In case of" tile Llrains the
grade lina is lthal of inner siCle of -6he Lznrart.� 11 he o -rofJ2.,- sb.ows.
for oorv.5_ nee of t1aU aLnd o"G).1eis t1ne
s%t -3 a, - oo-I. , n* - :3 thq nuimlbarad •S
' J
1 - r ,� r . 2 , !I -!- droZz-i e�s at,
t L7 . MuSt 0 7 P 10 1ne dai are j.nd],-cadGed.L on
the i� e 1 6 t,,ent of f" ee t
14 L;�" of a, on-an drain ecrc, 1 . , )e slol or.-- foot horiz-
o tit on�� fockt or oVh.e*ri%r as shoTna on the aocompanylng
Drofile, ` "he drain Gha_1 h..a:7e the fu]_'+ bottom i.,7 at the
gr�1(10 Jljlnvz,
15 xoavat T-1 at r:. berre or marglx of at lecast six fe shall be •
be1_-1we 4 0he 'top eLC of the ditch and spoil bank, No excava
mat =. riaJI is - It - :o be left in any ' or tiles
inl to conduct, - v.rater into the open Olitch,, in no case shall the side
of the spa 1-m banO!, nearost the ditch have a slope greater than one and
onva half "So one, Elxcave,,tea P..atarlal shall J_n general be -placed. on the
lo si e of the drain or on the side opbosite trea's add fences., The
spoil, shall be anc levelled so that the land on which
It lies may be cultiva"Ged - o. - Ith the adjacent lands by use of ord-tnary
farm machinery,, This shall mean the spreading of material to a maximum
depth of 12 inches, If the contractor obtains a statement in writing
signed. by the owners of the lands affected, that he does not wish the
spoil to be levelled, the Enginear may release the contractor from
obligation In this regard. Disposal of the material shall be to the
satiefact of the Engineer or the commissioner appointed to be in
charge of the i.-York.
la Road s.* `'here a drain Is removed from a road allar-Tance, the new channel
shall be constructed entirely on farm lands and, the excavated material
shall. be placed in the abandoned channel® '] material,, if any,not
required for such filling shall be placed on the adjoining farm lands,
on road allowances disposal of excavated material, levelling.backfilling
inatallation of culverts and catch basins, and all other work shall be
performed as directed by the superintandant in charge of the road
concernea and to hals satisfaction,
Any corrugated metal pipe culverts laid under the travelled portion of
any road allourance, shall be laid on six inches of pit run lr
,,ravel and
shall be bac1 to the road surface with pit run gravel, Any paved
roaa surface shall be restored with a similar paving material - to the
satis-Sn,.otion of the read. authority having jurisdiction,
17 .3rUP,.h,,timber,,1ogs,, stumps or stones or any other obstructions
in the course of the wot-'z, ana any brash alonF the banks thereof shall )6
be rer. to a. sufficient c-Ustance to be clear of the excavated
rniat-.rial, or to the widt"a as shovn on the profile. Ro brush or 4 ,*.re ea
�1rs to be 2.9ft inside the slopes of the drain whether - they come iTithin
- 'U - h(, , I'mits of �he Iaxcavat,ion or riot, 3rush removed from the drain and
baiik-s thereof shall be Pi'_Lsd to the satisfact. of the Znginser,
Contra.ctors i be permitted to out standing t1mber alonC-, the banks
of t1o.e drain - 'U' - o the extent thal, ma-y' in the opinion of the Engineer be
reasonab-ly, niecessary for the 0�7eration of the excavating equiDmenlk"..
TL nleczsparily out by the contractoi:. shall be left on the property
Tvhaz-ri; 1 , , , %)nQ; for the use or diaposal of the ox-irnear,
18 Tenl-les Yh.e contractor iiill be - osrr.. , ,it' - .ted 'to remove fences to the exteht
to enable hii to excavate the drain and dispose of the material.
Any such. fence must be carefully handled soi as to cause nounnecessary
damage, and shall be replaced. by the contractor in as good a condition
ouznd, so far as material - oermits, Fences shall be pro curly stretched
anc.., fa..ctene(fL, 'Replacing of the fence shall be to the satisfaction of '
t he En3lneer or the Commissioner a to be in charge of the work,
T,en a by tl e 'En
I gineer tl�e_ contractor shall supply ne materials
4
to a fence l, the cost of such mali;erie, being an ao-ditional expense
- �Go tlha dra."nage area,,
to
_� � i7 ��__... .i� .r.� tyz �. d(P?�..3
J'
" 2a` erial 2- e f t aL. L,. E Side of
�• t:a `r'x \ };.; .h 4 t"' d t :i T..:c... c4u 'yy,, '�
not U o [.,1 a '� nn g the
.i C.tl vv�'u sue- .k._�.y As �xurbed E he
r e s e Ctrga s, i ° C Iii �. � i f q yr p ev to
�.�. � to l d �� 7 � �'"s a�� z u'�..�+.. V .� �� C i.� � � � Y„.a. , i� by �bc4a:.d C
S r 4'"u rrt�a :) o'-: h-a :` Uu f»tG 3CU a moans,,
Goa w):1! _( sf `c " ±312. b `a.dges her8, constructed, or i�"`. �' � �}�"sU`'f.+�'tn".�".'.�la! in ord-or
not., to e, s.`a gcs :'.�dedt s obs e1.1 one ", cha.11; have openings o ciera:,
"d'W'3.�arZ? to t::��,� t he :3.��^f. tiJ�kL�t�t of 'Gila �'<r.c3yz3
`..� T he I Z t n T C ^, t" x a t are ro
2 :.�.�.Crv:.�.�.�.�:�t3 .trJ?' d.��t!!�:� a.. ,z '�` .. C:.2�.�i2F,��'r?i 7far Z'Ts'].�.CZ12 u.:�.�o J�Id..�.� �xl"� zT��.�.dq
datmar� e's f - Or `4 and on? �� .� Bch the excavation is, actually made and those
on i.. USX -e8vrated mtatesri
p t .?IlbeY'�, bru or o than obstructions may
be deposi ,
22 Tile and LCA.y a t 1 ti la shall b e sound and of first V que -L 9 y, and
s1lall be laid carefully on a snooth bottom with joints 'fitting tightly,
The grade shwa l be mad.a by usinf : a crosshead boning rod together with
�df)Y'3 �'f)i?'"r sight bars cat stakes above and �.Je oi-i the point where t
r the - ti l e i being laid",
23 Tribut Ou t lets u , .1 c ontractor shall - ;t ` & rd against damagd- In.�g
,�utlet of tributary drains and he hai afford- opportunity to the
owners to connect tributax°y drains to -the main til e as 1rork p= ogressas,
and shall notify the ovnars when tribu t -; drains are encounteradt.
24 T',ain Out"Ie ts b Any saa.3_n award or muni.ci y7al drains encountered shall be
conn to this d.—aln construct d. under these specifications,,, Any
Existing the drains which have an outlet in the upstream end of this
d°',p.,.in,, or of an old drain iihich may be replaced by this drain, shall
be connected to 'Ghis drain. These connections shall be made by the
contractor,
25 i�'il.l.inga AS the laying; of the tale nrogresses, partial. Rilin is to
bo made at the sides sufficient to hold the tile in placed After the
work Is i.nspectec by the Engineer or the Commissioner in. charge of t
the irork the remainder of the excavated material shall. be used to
restora �nf maintain the natural surface of the ground,
20 Protection, The protection at the outlet of the the drain shall be
a length of corrugated,meta! pipe fitted with a rodent proof grate,
The grate s be hinged at the tots to permit t he exit of foreign
material from the tile., The pine shall be protected with hand placed
riprap in a manner satisfactory to the Sn ineero :.,here peavey flow is
liu &Xy to occur the riprap shall be extended up the sides to prevent
the water cutting around the protection,
27 Ca.tchbasins, Shall be constructed in accordance with the standard plans
orovided If there are no existing drains to be connected to the
catchbasin at the toO end of the drain, a lugf;ed tile shall be placed
in the upstream wall, with the same diameter and with the same
elevation as the outlet tile, there the catchbasin is on a road
allowance the contractor shall obtain from the road superintendant
approval of the location of the catchbasin, the grate to be used
and the elevation at which the top shall be set, All tile entering the
catchbasin shall be tightly cemented into the wall,
28 Unst;,a.ble Soil: if during construction of the drain quick sand, fine
san6'4 silt or ot her unstable so il conditions are encountered the
c�, ^ac ,or shall immecliatel.y notlify the Src ineer or the Comnissssioner
1,!a of the work, 1 "he basis of payment for such extra work shall
k,.e c;•a"t the W Y3g-4 -veer o
29 ;xec es T Ile o If the ti].a are s ? : p-plieel by the P',unicipal.ity, at the
and of ha Job the uontz ac ,;or shat. :stoc��.pi'la all excess the in one
f't h 1'C (Z' 4 "s - �a a d' a .�. >. ^ L. p T J.tp
s:.. s� b.� e 1, cation for >>� � p by the ��x unicipsl
IR A , ti
on
All existing tilt drains aball be canneeted te, the nev, work
aw. an extra U, the contract*
Open ditches shall be. filled i& acceLvdance vLth the ovaers
wishaw as an. extra to the contract,
The existing tOO the frm stati on. A 36+00 to station A 46+54
shall be, ammootod to tha now drain at bath points.
2h* existin h basic gat station A 46+54 shall be c=sw
*=mooted, tai the, anew drain.
the existing 6 the an lot 11 vonoession I S.D.R. shall be ez%"
e*zm*oteA to:. the . now. drain at both mss... Where possible the:
mw drain shall ba placed approximately 4 reds= smay ftox the
w&ating drain,
'e
to "Ir-e!'so Irlls
C;
S 0; <4 3 S' S
OZI - 0'2"i't' 0
t h e
his
q I
IT '[ nalnfl.naurr wid.'h of tre no I
e0r i rj be not
less 'han t1le
of -1 ,;hl-1 d3. - Z'.'Lle plus sl�,z
(6) -*L nc h �, s
ermapt iiehere
b the En, in e r.'
1 2
I—V -.rR-L T Ca C,
0 t l�
c cor:nuo;ated'
out2l,et, These E'
o-hal bc; eqU*.JJ. t o t;
C�ollunbi 5 -'
IR A , ti
on
All existing tilt drains aball be canneeted te, the nev, work
aw. an extra U, the contract*
Open ditches shall be. filled i& acceLvdance vLth the ovaers
wishaw as an. extra to the contract,
The existing tOO the frm stati on. A 36+00 to station A 46+54
shall be, ammootod to tha now drain at bath points.
2h* existin h basic gat station A 46+54 shall be c=sw
*=mooted, tai the, anew drain.
the existing 6 the an lot 11 vonoession I S.D.R. shall be ez%"
e*zm*oteA to:. the . now. drain at both mss... Where possible the:
mw drain shall ba placed approximately 4 reds= smay ftox the
w&ating drain,
Diweeter of Pipe
plus 6 Minimum
put
GU Talm B fve-,�i
" AMC STRUO Mosud je ^v S;
30 wax 40 12UNUT BW X AUNT. U! oaojo
Uadn eamou awas mm TWO WGIT061 ao aw oz U0181A,
;0 jwSnjGn ao "Iggissu "Ualsiquo aq; pulm 09TV 2
I
;a 3anco aq; ;a UcTajosp S 2SUTUSS STUD lou AmpnP eqi
0% juaddu , OuIpu al uT SUO ;Q QS
—4 oZl
&Vol wo"m nST-AA Ivy" qt
05 PTW caclaq
Map
;0 FV17Z w
usT MTO Of
PPUVq
ell UT
aq PUV oq
T 71,20125
30
sm,
Tjounol
plus sqz
V077g asno
A Prwa
aq! ul
APIZPT
Son ;a jDeass;.
vy
"0700100
sun no so-T.-IE
puz
"Y Tq Y jjUAr
zqq !�
son
ne"mucs !Us 000q
jr2qu
NUTEST
qoTj-,
rnTEGSalei
4w
'Pzldwaa
Awav
11mH d3pum! eqq
Plaq
aq
eq4 Zwq;
yealo S q g aaW a ,
in janac,
—4 oZl
&Vol wo"m nST-AA Ivy" qt
. 0 • .
0 ARFANTUT
;0 FV17Z w
a D30"wro
!!gyp 117
T 71,20125
out WAC ?no
bohn"
U! jPjCG,
"Zoo
Put ?GTEw
nq,W&
00 von S",.;
Wyea;
UOTTSYmon wan =Mwd pus
puz
"Y Tq Y jjUAr
zqq !�
Powea wTeq aagJA
jr2qu
NUTEST
qquaj SV4
"pUnCMa
rnTEGSalei
'Pzldwaa
volmewyl
;
aw,ac0 G . S UT.
a o aq jjwqS
zz
YjZ0j Qo
pun PQVQ7,-�
MGMY 21 MO.
61 qjque
jo 07�97451
Ivy Yr
0*1
P 00 17A �� g —
00
soon SAO so avy"
3W
&YA
UcTujov
. 0 • .