HomeMy WebLinkAboutTWP 69 16 Needham Drain I i nunizioalitT
1:ee un c". t'oeoana fli 3n:.ndnee dolls (31,500,00)
for completine; the Ci.Linme works
,illereas the requisite number cf owners as shown on the last revised
assessment roll of the property hereinafter set forth requiring
drainar;e have petitioned the council of the Township of Kincardine
prayine: that thc lands and roads be drained by a drainage works.
ornshr) of '4ncardine
Concess 79 51,32,33 9:L •
, Lots :?..,33
Concession 11 Lots 'J2,4 52 u,Ila 35
And nhereeat the said council has procured a report prepared by
H LTD, ,ENCT,OgLg
371 St)ringbank Drive London Ontario
And the report is as follows Dsted 9th December 1968
Referred back 23 June ,1969
Resubmitted L July 1969
File No, 51
Tbs Reeve and members Municipal council
Township of Kincardine, Ontario
Gentlemen; NeedharLaain
In accordance with your instructions pursuant to a petition signed
by;
Harry J Needham, owner of Lot 32, concession 9, in the Township
of Kincardine
and others comprising the majorilsy in number of the owners in an area
requiring drainage, I have made an examination an survAY of the area
and submit herewith report,plan,profiles,specifications and assessments
for a work to be known as the
-Needham Drain
-
The plan shows the location of the work and the lands affecteo by it;
the profile and specifications show the dimensions,grades, disposal
of material and other particulars of the work.
It is consideree equitable to make an allowance for Severance
Section 8, subsection 6 of the Drainage Act 1962-63 instead of providing
for the construction, enlargement or ther improvement of farm bridges
rendered necessary by the work,
AMention is drawn to Section 5! subsection 1 and Section 57 of
the Drainage Act regarding reponsibilities of owners with respect to
obstructions,
Should repairs, underpinning or other alterations, other than
those called for in this report, be required for the Highway bridge
on the County road, I assess the cost thereof including any necessary
expenees incidental thereto, against the County of Bruce having control
of said road,
I determine the amounts to be paid in allowance to owners entitled
thereto under Section 8 of the Drainage Act as follows:-
Conc. Lot or Part Owner Damage to lands Severance Ditch
crops(if ally) 3.S.6 Aired&
Conat,S 3 /
31&32 H.J.N67 7235,00
33 & 34 J,Cooper 34.0,00
10 32 B.Eskrick 60,00
33 H.Col1ina 630 1,385.21
34 C.Bonnett 145,00 , T; 350,00 80,00
,35 B.Eskrick 130,00 425,00 120,00
11 W B Eskr1C: 21$.00
T1732&33 H.McLeod 210.00
Total Township of Kincardine :.'775.00 M:585.00
[
- - ---', --',., ::, r'„ T„),'•
1'r 7t o','' (-1-r-ock •
c. 7_,...,s 91r,inc•.0 Di'Jc:1 airacly
r.f.: cro.)s(il any) ,, .- e
„:",: constructed
....
12 26 IA'Thorapson )951
27 PT 110.00 425.00 120.00
28 M r n OM) S or. 12.00,,
Totca Townshin of Grearock 3654,50 925.00 , 21776
Totol NeeLlar. Lr-aln 2,22n„0O :::1,7ot.)oo 1905.00
- ..'fi,.,-,DI A1 1(3 :1(.1c,,`. J r a i n ciff, 9 no
i,..., 1 , , f, , ,i via
Ply e-stirataca cost of , uork is as follows-
Main Drain (o
In the Township of Greenock
1,000 cuyds, of excavation including removal of brush,trees
an& boulders ur to 1, cu.yd. and leveling of excavated
material. 500,00
Clearing
Total cost Township of Greenock 800.00
ID the Towilship of Kincardine
4,400 cu,yds of excavation includin removal of brush,trees
and boulders up to 1/2 cu.yd. , and leveling of
excavated material . 2,200.00
clearing 150,00
Work on the County Road
6 inches reinforced concrete floor (plan Attached) 410,00
Main Drain (closed)
2,022 Linel feet of 10" diameter #1 Field tile 810,00
Digging and backfilling 1,010,00
1,532 lineal feat of 8 diameter 771 field tile 430.00
Diminrl: laying and backfilling 690.00
495 lineal feet of 6 diameter #1 field tile 85.00
Digging laying and backfilling 175,00N
10 lineal feat of 10 diameter 16 guagecorrugated metal
p17e complete with rodent grate 20.00
Installation of corrugated metal pipe complete with 70.00,,
Heavey field stone protection
68 Lineal feet of 10 in dialeter 16 gauge corrugated
metal olpe perforated 110.00
Installation of corrugated metal pipe complete with Granular
base and backfill 250.00-,
1 Catch basin offset 84 00 125.00_
4 ..............4
■ Iff
, .
r • ' ' ' •
•
Ow ':C.t\r'21 - w:y1.2 , . 7 ..T I' - LR0Jf7
-- _-_--
1,6W; lineal feet of 6 diameter ,a Field Tile 280.00
Digging, layiny and bac%filIin 575,0P--
ineal feet of 6 dmei;er 18 guage Corrugated
:e'cal .Eilee 40,0
Perroval;ed
lAtIti3,1.0 of Corrugated Metal Pipe complete with 200.00,_
Granular Base and Backfill
1 Catoh basin, offset A10 v 39 125.00„
DRAIN
— __ ,....,... l322 lineal lineal feet of 8 diameter Y1 Field Tile 370.00
DiT7ing, laying and backfillin 595.00-_,
620 lineal feet of 6" diameter #1 Field Tile 105,00
Digging, laying and backfilling 220.00
200 lineal feet of 4° diameter #2. Field Tile 20.00
Digging, laying and backfilling 50.00,,,
68 lineal feet of 8° diameter 18 guage Corrugated 60,00
Meta/ Pipe, Perforated
ZaT,tiallatvzret of Corrugated Metal Pipe complete with 200.00--,
Granular Base and Backfill
1 Catch basin, offset Station 3 / 78 l25„00,,
L" DIIATN
,:i3 ':,:2nt, ?. , ..'onoer i
layln ne'l ';F:.r1.11:fillin 9:10,00,
2 Linea feet of 1.5j diameter 1 ,uage Currusated
- 4etP.1 cr;ple Irith Roelc 'rate
Otxrrugated 1 i,5.,;a Pipo comr 90,00-...,
1 7:ea7y Fi•ld Sr Protectf:.on
- O h 1.)RLI7
e.:.. dft
- ,..17I,.... -,, 2,560,00-.„,
9 lineal feet of 10't diameter !/1 Field Tile 390.00
Digging, laying and backfilling 485,00 -,
830 lineal feet of 8° diameter #1 Field Tile 230,00
Digging, laying and backfilling 375,00
900 lineal f/et of 6“ diameter A Field Tile 155.00
Digging, laying and baokfilling 315.00-„,
1 Catch basin, Station D41 70 125.00
'----
"E" DRAIN
600 lineal feet of 6° diameter A Field Tile 100,00
Digging, laying and backfllling 210.00._
"F" DRAIN
1500 lineal feet of 6" diameter i Field Tile
Diming, 25500
laying and backfilling .
525,00-__
-- urduricr mwar NVHOMEN GNATUISS anal
00g'c'U see,if saeuoTasuraloo T seToueSul:412o0
--0040534ri faeauT2uT eqq. .1q) uo 3o uoTsT4laadns
--WOG Tpouesap Jo dTq3ux0I sio2I-Aq
—00 3 I 0 Ousa. ;0 dTqsum0i sGsd Elti
au Jo dTIvulvioa, abraq-A:a
euTpaeauu Jo dial.sumoI seeg solasTa
00 ".1-0V ekauTeaa Jo 9uovoes aapun seoutallorix
00005
1.aode14. T uvvr 'Ae4anG
• •
,-"-',-• .
_ .
r /, , •
7 ,;,..::::.::: no .a:'aL LIia :i.6 a
accIrdlig to t'i' ann6Ned Scheaula of Assessment
Whether or not the County of Bruce elects to do the work on its
pro77) V erty station 25/ 05 to station 2 00 it shall be assessed
.
the actual cost of the work as a special assessment in addition to
the benefit and cutlet assessments.
After construction that portion of the drains lying within the
township of Kincardine shall be maintained by the Nunicipility
of the Township of Kincardine at the expense of all the lands •
and roads assessed herein Pnd in the same relative proportion until
said assessment shall be varied according to the provisions of
the Drainage Act, with the exceptionthetthe special assessment
against the County of Bruce shall not form part of the Maintenance s
Schedule.
After construction that portion of the drain lying within the
Township of Greenock shall be maintained by the Municipality
of the Township of Greenock at the expense of all the lands
and roads assessed herein and in the same . rleativa proportion
until said assessment shall be varied according to the provisions
of the Drainage Act, with the exception i0 that the special assessment
against the County of Bruce shall not form part of the Maintenance
Schedule.
=no H.M.GIBSON P.ENG.O.L.S.
ecommended culvert sizes
. ,
Conc. Lot or Part Owner Ft, diameter, of opening
or eauivalnLaq.ft.
—.— • •
Toimship of Kincardine
. 10 — 7 ----- 7;MEriett
35 B.Eskrick 5.5
Touns211
12 27 M.Thompson 55
28 M.Thompson o.
, . .
. .
TownshiD of Kincardin3 Sch3(ule ofas13ssment-Heedham7Drain 7PrOJettno.51-7
Com!, Lot or Approx. Owner Main Drain Open Special Main Drain Closed A&F Drain B Drain C Drain . D& Drain
Part Acres Benefit Outlet Benefit Benefit Benefit Benefit Outlet Benefit
Affected Liabilities Liabilit Liabilit Liabilit Liabilities LiabilLt2 _
,......m
9 71A37 86 H.Neeclham Est 279,00 261.00 2595
`,38.c.34 104 J.Cooper 336,00 315.00 5490,00
...,
..., .
3z 71 Ptrvet B.Eskrick . 228,00 630.00 150,00
,, ,.•,..
97 H.Collins 120.00 315 3720,00 1215.00 2205.00 1320,00
61 C,Bonnett 1785.00 129.00
./-
53 Bkrick 1500.00 57.00
Li W1/2-32 20 B.Eskrick 63.90 480.00 1455.00 41/
____......„_2492 11 1; . . 2,310.00 22 .P 0 _ / .04 27377) . 7 . 2575 . ... _ ,
;405.00 1,497 0 , o0 ,310.00 5.
dj3/9 2 TownnhiY) of Kincardine 27,00 24.00 60.00
10/11 4 Townshio of Kincardine 51,00 645,00 525.00 540,00
12nary between
Greenock
3 County of Bruce 310.00, 15,00 410,00
Totaa Roads 310.05 93oo0 -- R0.00 ----- ---- 5 - 4 - 6.00 -----
Ytal lands and roads Township of Kincardine
0,715,00 t1,590.00 t410.00 $6,000.00 $2,835.00 $ 2,385.00 $2,205.00 $750.00 $9,)465,00
TOWNIHIP OF GREENOCK AS1E99MEW NEEDHAM DRAIN PROJECT NO. 51-7
27 &28 -,
..-L( M.Thomnson 214 ,00
411
JiI A8sessment Townshio of Greenocii7;rigi -- ----- - -
1590.00 ;$ .10,00 . : 000,00
--_ -
ssessment Needhaffi Drain
r,47,860. f2,955.0
•
, :: , L, ASSE39 MINT IN7DHA9 DRAIN '''31,500.00- ------- ......
. 40 III
, . . .
.. ..... . .. .... .
..._...,....... ::,.. .:...:..•.„:.,". „,.•„ ,....„,,, ...:••: . ..•,........ ....•:•, .•.......•..., •._.,„,..„, ...:.....: :,.....±: __.„,
6,$18 • Lineal feet of open drain (5 vu s ydso)
1
5 654 Lineal feet of closed drain
4 catch basins
Reinforced floor In bridge
th-f; fo= .. .' "..:. Of
. aoor.f,an Tz:.•:h - clan. 7 :)... sifications
or cf -- .:onr a; 8 :,r,
Eaoh 3 sAaII fnE:; a s(.,i;a1.. p,7:za'J.. (a wiLth it cerifiad
Axi:' ec71 t. ,iEl p3n:'.= IC)7' r..: t:::: b:j_d pie,
ma.O,z ya1 nLcipall.. I:::: pngon Fihin;7 :ach a pro-
.- 2.oai (.:YnA:e ',.:::J,c -,- : , t . .7 ,::.,..•,.. '-:: t' ..,, :glremen':,:s
of the concl 10Thin f:ourteen (J.s of accrice of p3:'oposal., The
a,fore8aid cheque shall be forfeed to the cluniciaiity, All cert-
ified cheoues except that of the bldcler to whom the work is awar-
. • ded will be returned within ten days after the contract is awarded.
-• The certified cheque of the bidder to who the work is awarded will
be returned with the final payment on the work.
The bidders must examine for themselves the plans, profiles and
specifications, and the location of the proposed work, and exercise
theft!' own judgement as to the extent of the work to be done. The
contractor must assume all risks of variance in any computation by
whomsoever made, of statements of amounts or quanttties necessary
to complete the work required by contract,:
If any doubt exists in the mind of any person tendering as to the
exact meaning of any portion of these specifications or this plan
or profile, it must be removed before signing the contract agree-
ment; thereafter the contractor will be bound by the decision of
the ItingIneer on all points.
3 Errors The contractor shall satisfy hinself before the commence-
ment of any part of the work, of the meaning of all stakes and
marks and any apparent errors whirh he may find shall be imme(Aat-
ely reportedto the Engineer for correction before the work is con
enced„ Should the contractor attempt to correct the cnistakes, he
will be held, liable to brinF the work back to the - orooer grade.
4 ermlnation of Contract TiLle shall be d ied the essence of this
contract All work inolled in t contvnct Tust be concluded on or
before the date fixed at tho time of sale, Tha contractor further
ar;:rees that if at any time the Engineer shall be of the oninion and
shall so certify in writing to the municil council, that the said
ork or any part thereof is unnecessarily delayed or that the said
contractor is violating any of the conditions of this contract, or
is executing same in bad faith, or if the said 1 is not fully
completed within the time named in the contract for its comnletion,
the council shall hove the nn wlthlr five p.,y V-7. after raoa:yAnn
nonce of the :..;n7tnee, to nottfy th sai cr.trtor to J:7:contine
all furttr work and talnate all future iarfonTInce thereof by the
contractor but reserving all clalmtn against the contractor for brea-
ch
c contract by writnn notice to be served upon the contractor
1ther ;,orsonally (a at his resir:re 1/.' by rerAct 7:all Dr
7Ith . .IS7 agent in 0ha7T or the "or-k Then or the contractor chll
continuo said 1 ano, tho ;nouncil sIsli have the - r)ouer to 7roc-
. Jra labc,u tools, rtatefial an:). ,.- zachinry, by tortr'ac't crzt otll-Ir
f:J.7i to_c=pleta ana to h1::- n3 z trof, in,,Aud:_n7,
•
. V .. '
• •
•
, •
L 2%1 k IL 10 CI or
by --",
.,C
- -
Pet
• a • - 7"
07 r
bz, *zontract
*.LIN h
• •
. •
. „
of
Is rerqoved from the re -,110 the (hannel
sha')I be con5!,tructc:d entilr'ely on farr7 lanos tre
be S in t'n.e If act
be on ;he iEt! at3nt..;J:„
On di8posa; of excavotou loveiling,
lnsta7lton of culverts and catch basins an all other wor hall
be fore L o8 directe by the superintendent in chorF,e of the rop.a
and to
hie satiefctiono
Any corrugateC met pie oul rt 11 under the travelled portion of
any road allowance shall be laid on inches of Pit run t-.;/''avel and
sall be bao',:filled to th-ss, road surface Ith pit run Any pave&
F..,urfaco hall be restored 1. a simiin,r navinv material to the
eofaetLor of the roaC2_ authority
:It',01 or ', ObEtrv:ctlon'7,
any t'r,3 0;hAll
i "1'1 1 i r
c:f dra1
• ' "; 1 .: tc. • '
' ' • -
Ap171Pt-
` • 0' .1 ■ . •
IF . • . '
• •
• . , . .,77- .. .' , 7'•... „ •,., ,..,_ „ ■... 7 .... _ , . . ... ...-. .. .7 _. . ...., ... . . . '''i• , „ . „ . ,.. . . . , .. , . .... 7 _. 777. _ ..... . . •• . • ... . . _ ..., , . . - -7 _ , 7, .- . ,... 7. .
. . . . . ... ........ .. „ . ...... ., . .„ . .., „ „ , .. .„ , .,. . „ „ . . . „ ... . . , ...... . „ „ ......_, . . .. ._ . , . .. . . , . • . . . , . • „ „ . , , • .. „ , ,„ „...
. . • .. - . - - . • ... .. ..... ... . .... . . . „ • . . . - • . .. . . ... _ , . . . ... . . .. • . , . . . .. . . . .. _ . . ... .... _... ...... . ... ...... ..„ . . ..,
. - - . • . . . . . . . . ._ . . . . . . . . ... . . . . • . . . „ . . .... „ . . . . .... ,•• .... .. .. „ ...., . ... ...,... „.. . .. _ .. ... ...., . ... ....
. . . . . ... . . . . ., .......„ . .. . „ . .. . . . .. _ .. .. . , . . . . - _ . . . . . _ . ... . .. ..
. . , ...
- , ." ' „ ' „ , ".,.. '..""., •,,. -• ."!..„" ' i "„. -,. '-',",' .'„ :,„ ; - -.., ...''.i i.."„ ..'„ .."-:. ,.. „ ,.. • .: ..... "..,, „, ••• ,„..'„ • 't ..„:„.. ., , .... „. „ , „ .„. .„•• :. ''• "..• „••••••:. ..": . „...'„. '.",." : -. -;..:" ::',.. - .- ••• ' • ' •,:... '": ' .•'. ". ''',. „ _ ; , '-'• .:•-••: .:,.-.• ' :,''. . ;..., ;-•„."•.. ,••••:•,."2„: , "", .-: , ',",. •,•;„,=-",:: „,-.
.... .,.. . .. . ...., . . • - . • • • .• ..• • • • . - ,-, -7.,•• • • . „....., - •...... . -.',... ;.• .... ••., , - .••• :.. .. ....••. ......... ,:-• - - • . • ... :. ...- . .. .••••,. ....• • •• • .• • : • -.... ....,.. • .,: ...• '• .. '•. .., c •• • ••...-. .• .. • . • ..
.• . - . • ... . . • , . .... .. . . . .. . . ... .... „.- . . . „,.. ...... . „. , . •„„ . ... ...„. ..,, ... ..... ....... .. ,• ... ... .,,, • ...• .. . - ..... ... . . „ ... „ ... ..,„ •. . ...., ...,...„. , .... , .. „..
• • • • • • - - . - • . • . - . • ... •., . . .. ... ,•• . , ..• • . - •• , .. , • 7 . .• . • • •. - . - •-•„ •• . -7 -.... .... •.,-.. - •,..... - -.7 • -. .••; - r..• •• . • - . - .,.... - ,..... 4 ••••• .....,-• ,••,.. • - .,.., . ••• • -,..:.•
. .• • . . , ....... . • • : , :: .., „ .„. - . • !.. !..,;.„., , , ••• :!•.• . , , .•••• . • - , .... ... • , . -•.„ • , , . .• .. .. .... . ., - -: .., : , ... ... .-. - .. .., „ : : . • i , . .•,.. ,•,. .. ...,....„.„ ... ., ..,..,
, . . . . , . . ., . - , . „ , .... . .....„ .: .. ..... .. . .. . .. . , > „. ... .. . , • . „. - - .. - . - „ . ... ... . , - .
• ••• , •,, .... • ,... . . • -.. '. , • , • •• ••••„ , '. . • • ,-,/ • -.. . ••• •• - • ...-• .., .... • • • • : . .. ..• .' , • •• - •••.... ••••,. ••', • • •. ••••• - • • • , •• ••••,• • ; ' • • : • ! .'' • „ • ••• : , ! : • : • -. ! '. • , -• , '-• :
'.... :. • ' . • • .:- - : - • •-• •., . •., •.• •• • •••• : • • - • , -, „:-.. !„ . '. • , ! -...• -.. • ,•••, ..- . - ., -. .„, . ,.., , , •.„• • ,...,,. , . •... ,,, .• „, _, ,. , . • .. , .., . , ,.. ., r - • , , ,, , . ., , . , . .
. „ . ... ..... .„. _„,:,........., .. ...........„: „ „. ......,..„ „ .,:..... . .......,.., . , ..,,,„,,.... „...... ... _.........,.. ........_,. ..: . .„., ,.. . ,,..•„, „,_,,,,. ,„,.. .4. ..,...„..
••• .. ',.::,;;• ;.:'-; • • :::::. .. ...:- ..--..; ',..'•:. .!
• - • • ... • • .• : - , -- - ,. ' •,... " ,
'... ''....•.::.• t.. .j...:: c.,.r.„n..,.it: '.i....Y.f1 t....- . ::',.f., - .: - ::::.... , 7. -,-. 1::.f.arT,ton, Any
d ral,n -, ... , : . -1.c .- -,.r . .i. '' ,:_::..Y': oL.;71e i..,''. !::: va7:7,72.'.. ::::....?„-,..,...„ .,...*:.,,f
..21.: drain 1..1h..ich i:: o .. .r . :-P.1„ , :i . : . ,,ccJ'ci. oy 7...,,t .':
Tz*.: '.....!h..,:7:.1J,
v , .. - .... , ... , — , . - 1.. fAl....'„..n.,....: ...i..,....: .-...,:-...;
; '.:.....; "...-:',.-. '''':':J.::............4 ')...'...'. ...:
'._: ':::::.7.J., in'.:;:i7e171 7 r.?, : . , ., - .7Hs . . , ';....7 - ..ie.. 7 ;' , ......7f , ' ,. ...::::: -.. . , :=... - .2i . ...'! - :-,7-. 'if
of thc -.::......_:,:',..r .::.- f. ?.:'...,f::: , ....E.:.::::d t::,.
!:.o :::•..n E - ,! .. :. - te n,;-.?.7,:,..'.. ',7„
'17, - ortf,11:.....H:Lic:n at ti . 7 . i.E.:: i of , An
oi:::ant 7,'.root ii!..s.
r::',..t.:2 rhan. .:;:).:,-..,... h1n76.. Lt ths tn
- ..;.' ,. .2 . ..7. , ..',..•i'...,, - ..:::: -. .,. c:-...p....... . . , ['r'::.,. , 7... h., .. .iri. ..„,.)i ...all ..! ...... ....:A!.. :.',..':',.
P. ..ir,:?..:L ,::::!.nta -....;..'..... ' 6 ..:".:71, "4:1-3.,7..„v7y
!.. :... ,.....'..-..-- Th .?,IJ
, .. ...1........', - .;::::; -, .: .. , r:- '.c-i::' , :7 -- ;- . ',.7r.: , •7:' , -.:;-:,=,...: 77:
:.: r..i.•, ':".•;:.: ';:,,::::!. c, o n ::-: tz:'•:,: •:.":„..:..,: (..-!.. j.. •.,. '... : ':..- ..1: , r - :...Ti. - t.:.' -. :. - c.: . .....: . . -. .....i ..-....-'.. - ':..-.. , .. -, ,,,i:: - .1.:::. , :,: - '...5.
••:., .....L; f?.. :::. , ..".1..4 a 4 . 1::1. 7jaer .E'..l'e :',:.'3.. ;:;... , ... - .:;... - :-:si-... - : "..:H7-::-. 'f'. '.''.'.: ..•;.'i.f.:::: Z 0 .. .n.': ,..':.:.:-: ''.:::::',:', -.....'.-,..'.. "::::-.7::
'-..;,......,.....-.:. ....'7. n
-: •-• ..:. :r'......,...i. "...:.. :'. 1 ., - ....'!....1 "tl'i2 •.:, ;..r.':....'.: A.:.:- ,...-: "::-.-::-:-... 1"::::- '•:: ': :::: :.::.:'". :"..'. - -..,"-,...:•:':::' :•'.-1:.". •.:_•:. "-:-,...-,, -, -:',.,t."... t;.•.: :
_.....:'-t tine,
.............. '..., .....:. ...... :....,..; •:::::, ':•••••, , :i. ,. ...',7; 1 t ::' '':' '::: Cr : . .: - .:;' . .:i. .J... L lt "?...."':. : .•:..:.•::: '.....: 77., , 1::...'.... ..' ••,:: .. :.- . ::' ,. .:2'. '''' ".:. ..:Y' .'.. :',
' ' -..:'. ... ..-. I ''...j' •: IL. :C ',..,.: i ....',..-:: ::. ''. ...,F:::' .. . - -. - ..1..:' , ..:, : "; . +T . ..1.? . ,:' r_.; r.Z ......','.':..' , '.':... .:,.. ,......... 7... 7 :I's::: :". : '..::-. ' . ':':-- --:.::?....... ._':-.. ,
. • :". • ..,...- .: - ,H ' •--, .:. '-' '...- .::.::' .:. .• " '-'.. "...';:-.:•.:•:.:',.'. ..:-.
,..
• • • •, -:- : ... --. • ::• -........• : • ::.. ------. ,..-_-- -...- - - — . -..... - - --. . -:- - . - • . . - .:
•
• •
i,. I•.. . k r
A Drain
The drain shall ae constructed 2 rods easterly y from the bush from Station
ALP / 00 to Station A9 / 5
B Drain
From Station B3 / 00 to Station 5 / 00 the drain shall be constructed
to one side of the low ground to ensure sufficient cover over the : ile
200 XV lineal feet of 4 tile shall be constructed on the other on t :
other side o` the low area.
0 .Drain
The existing open ditch shall be baokfilled sufficiently to permit crossing
Li": ordinary farm machinery '? c c n
as an e tl to �h�>r ontr v.
F.Drain
From station F2 / 33 to Fli / 30 the drain s hc be constructed 2 rods
From the bush.
All Tile Drains
All severer'. ,i)_e drains shall be connected to the new drain as an extra .
to this contract.
D Drain
At ap proximatIly Station D 20 / 00 the drain shall be constructed to the
easterly side o2 the existing waterhole.
Fra:m D / 00 to Station D8 7' 00 the drain shall be construct o the
weste side of the existing tile d 'ain. The tile from the west which
r:i l he severed at approximately D6 / 00 shall be connected to the
new drain.
hen the easterly area of lots 33 and co :c ? ssion 9 drained, it
shall not be connected above Sta.cicn D 10 / 00.
► ,
•
•
•
•
•
-
• •
110
ot thz-)
aaL It 7 t notice
of any
any ter rii.: -of -way shall be 2h
5.n order to facilitate coT.po.
7r
an'alor flagmen LatiZaf2tion of the County
notlty or 1 ahead, if
the
Consultnz
• • 6
•
• •
• ot
. .
6cy
CoInty 15ft
flush ilith or ?..Le than the el'istinFr, roadway,
A s ii.e c ap 1 ( u• c gra7e1
r qh
, •.• .•• „• •
0 2.tay highar than
a 1 r Geed
to
• •
• •
jo k
,,-
minimum
Pti)
1\
Diameter o pipe
plus 6 minimum
NOTE
I EXCAVATION SHALL BE BACKFILLED IN ACCORDANCE WITH
PARAGRAPH 3 OF THE SPECIFICATIONS FOR MUNICIPAL DRAINS
CROSSING TOWNSHIP ROADS.
•
• 0
,, , ., , . , „ .,. „ .., , . ..„ .. l'..., „. ; .. , ,..., ,._, '.„., . • , . , . , , .. , ,„ i ,.. , ._„, „:, , .., '.
-. • ., -' : ..-.., " - . :,- - :-.,, . ..-:--. -.:,-.,' : .- , ..-, '. •--- . ' .. - '-.. H.-- _ .. ?,,,
. •-, , -, . .. , ,, , ,.. . ; .2 . ,, . , - , -,
/7
'
' ' r - -"•' • - - -•--:'• ' •-• s ; -:.--' " ' `" "-•-• ':` s --: ''' - - i ' --- " " ' ' ' 41-17 : - -••• .../....?—_,
at the
,''' . ,.-' ::, '1'; - -'•-,'), ,-,,.., 1,—. r' ,,,.-1 '.:-..:, ,,,,, ,,...1,. . ..„, „ ) 7 - 7;77: - — "*., , f7 .- , .. „, , ,: , ,, _,, ,.. . ; ... . :,, .,, ,_ ,,
,, .. .
•
t 4)1
,,D527z-e
Ay-r -
AUDITED
•, 13
..4'/r