2016-125 Authorize the execution of a pre-servicing agreement with Braestone Development Corporation - Draft plan of subdivision (Phases 1B and 1C)The Corporation of the Township of Oro-Medonte
By-law No. 2016-125
A By-law to Authorize the Execution of a Pre -Servicing Agreement with Braestone
Development Corporation — Draft Plan of Subdivision (Phases 1 B and 1 C) for
Part of Lots 2 and 3, CON 9, ORO, RP 51 R-21804, PT Part 1, and RP 51 R-36508 PT
Part 1, save and except PT 1, 51 R-28741; Being Part of PIN # 58532-0089 (LT),
Township of Oro-Medonte, County of Simcoe, ROLL # 43-46-010-004-04003
Whereas Section 51, Subsection (26) of the Planning Act, R.S.O. 1990, Chapter P. 13,
as amended, provides that municipalities may enter into agreements imposed as a
condition to the approval of a plan of subdivision and such agreements may be
registered against the land to which the subdivision plan applies;
And Whereas the Council of the Township of Oro-Medonte deems it advisable to enter
into a Pre -Servicing Agreement with Braestone Development Corporation for the
following lands: Draft Plan of Subdivision of — Draft Plan of Subdivision (Phases 1 B and
1 C) for PCL 2-1 SEC 51—ORO-9; LT 3, CON 9, ORO, being the E 1/2 & W 1/2; LT 2, CON
9, ORO, being the E 1/2 & W 1/2 ; PT 1, 51 R-21804, except PT 1, 51 R-28741; being all of
PIN # 58532-0089 (LT), Township of Oro-Medonte, County of Simcoe
Now Therefore the Council of the Township of Oro-Medonte hereby enacts as follows:
1. That the Mayor and Clerk are hereby authorized to execute, on behalf of the
Township of Oro-Medonte, a Pre -Servicing Agreement, a copy of which is
attached hereto and forms part of this By-law as Schedule `A'.
2. That the Township of Oro-Medonte shall be entitled to enforce the provisions of
the Pre -Servicing Agreement against the owners of the land;
3. This by-law shall take effect on the final passing thereof.
By-law read a First, Second and Third time, and Passed this 22nd day of August,
2016.
The Co
,Iporation of„the Township of Oro-Medonte
, H.S.
Clerk J. lloumlbs rWin
Tmvnship of i/T�Cedonte,
Proud Heritage, Exciting Future
PRE -SERVICING AGREEMENT
- between -
BRAESTONE DEVELOPMENT CORPORATION
- and -
THE CORPORATION OF THE TOWNSHIP
OF ORO-MEDONTE
PART OF LOTS 2 AND 3, CON 9, ORO, RP 51R-21804, PT PART 1, AND RP 51 R-
36508 PT PART 1, SAVE AND EXCEPT PT 1, 51R-28741; BEING PART OF PIN #
58532-0089 (LT), TOWNSHIP OF ORO-MEDONTE, COUNTY OF SIMCOE
ROLL # 43-46-010-004-04003
TOWNSHIP OF ORO-MEDONTE
COUNTY OF SIMCOE
August 22, 2016
By -Law No. 2016-125
PRE -SERVICING AGREEMENT
THIS AGREEMENT MADE BETWEEN:
THE CORPORATION OF THE TOWNSHIP OF ORO-MEDONTE
(hereinafter called the "Township")
- and -
BRAESTONE DEVELOPMENT CORPORATION
(hereinafter called the "Developer")
WHEREAS the Developer is the registered owner of the lands described in Schedule
"A" attached (the "Subdivision Lands");
AND WHEREAS the Developer desires to commence installing municipal services
within the Subdivision Lands, prior to the registration of the Plan of Subdivision and the
execution of the Subdivision Agreement with the Township;
NOW THEREFORE THE PARTIES HERETO AGREE AS FOLLOWS:
1. ASSUMPTION OF RISK BY DEVELOPER
1.1
The Developer agrees to assume all risk in commencing installation of Township
services, as defined in Article 1.4 hereof, on the Subdivision Lands, prior to the
execution of a Subdivision Agreement with the Township and the registration of
the Plan of Subdivision. The Developer hereby releases the Township, its
agents, servants and employees from and against all actions, suits, claims and
demands whatsoever, which may arise either directly or indirectly as a result of
the installation of Township services by the Developer.
1.2 The Developer acknowledges and agrees that, in the event that a Subdivision
Agreement with the Township is not finalized for any reason and the Plan of
Subdivision is not registered as a result, pre -servicing of the Subdivision Lands
shall cease immediately.
1.3 The Developer acknowledges and agrees that Engineering design plans and
specification for the Township services to be installed by the Developer, as
submitted to the Township, in accordance with the terms of this Agreement, may
require further amendment as a result of requirements imposed by the Township
under the terms of the Subdivision Agreement to be entered into for the
Subdivision Lands. The Developer covenants and agrees to assume all risk and
responsibility for the cost of required revisions to the Engineering design
drawings and specifications for the Township services, together with the costs of
modifying, reconstructing, removing and/or replacing the Township services
installed by the Developer, pursuant to the terms of this Agreement, in order to
satisfy the requirements finally imposed by the Township at the time that the
Subdivision Agreement is entered into.
The Engineering Design plans are as follows:
C.C. Tatham & Associates Ltd (Contract No. 103059) Drawing No.
Phasina Plan PH-1
Legal Plan 51M -
General Servicina Plans
General Servicing Plan GS-3
General Servicing Plan GS-4
2
Siltation and Erosion Control
Siltation and Erosion Control SC-3
Siltation and Erosion Control SC-4
Siltation and Erosion Control Details SC-5
Drainage Plans
Pre -Development Drainage Plan DP-1
Overall Post Development Drainage Plan ODP-2
Storm Sewer Drainage Plan STM-1
Storm Sewer Drainage Plan STM-3
Storm Sewer Drainage Plan STM-4
Stormwater Management Plans
Stormwater Management Plan and Sections SWM-1
Stormwater Management Sections and Details SWM-2
Stormwater Management Sections and Details SWM-3
Lot Grading Plans
Lot Grading Plan LG-1
Lot Grading Plan LG-2
Lot Grading Plan LG-3
Lot Grading Plan LG-4
Lot Grading Plan LG-5
Lot Grading Plan LG-6
Lot Grading Plan LG-7
Lot Grading Plan LG-8
Lot Grading Plan LG-9
Lot Grading Plan LG-10
Lot Grading Plan LG-11
Lot Grading Plan LG-12
Lot Grading Plan LG-13
Plan and Profile Drawings
Plan and Profile Thoroughbred Drive Sta. 0+400 to Sta.
0+640 PP-10
Plan and•Proflle Thoroughbred Drive Sta. 0+640 to Sta.
0+880 PP-11
Plan and Profile Thoroughbred Drive Sta. 0+880 to Sta.
1+120 PP-12
Plan and Profile Thoroughbred Drive Sta. 1+120 to Sta.
1+300 PP-13
Plan and Profile Morgan Drive Sta. 0+000 to Sta. 0+240 PP-16
Plan and Profile Morgan Drive Sta. 0+240 to Sta. 0+530.75 PP-17
Plan and Profile Gelderland Crescent Sta. -0+010 to Sta.
0+200 PP-18
Plan and Profile Gelderland Crescent Sta. 0+200 to Sta.
0+440 PP-19
Plan and Profile Gelderland Crescent Sta. 0+440 to Sta.
0+600 PP-20
Plan and Profile Thoroughbred Drive — Outlet; and
Easement Gelderland Crescent — Line 9
North PP-21
Plan and Profile Recreation Centre Storm Sewer PP-23
Desians Standards Drawings
Notes and Details D-1
Ontario Standards and Township Details D-2
Ontario Standards and Township Details D-3
Ontario Standards and Township Details D-4
Ontario Standards and Township Details D-5
3
Ontario Standards and Township Details
Water Distribution and Swabbing Plan
D-6
WAT-1
Accepted for Construction for Pre -Servicing Only by AECOM on August 11, 2016
1.4 The Developer acknowledges and agrees that this Agreement relates to and
permits the installation of the following Township services on the Subdivision
Lands:
1. Site preparation (clearing and grubbing, strip, load, transport and stockpile
topsoil);
2. Earthworks (site grading and excavation);
3. Road works (Thoroughbred Drive, Morgan Drive, Gelderland Crescent,
Emergency Access Road);
4. Installation of Watermains;
5. Drainage Works, storm sewers and stormwater management works;
1.5 The Developer acknowledges and agrees that no work shall be carried out on
any existing Township right-of-way, and that there shall be no connection to
services on any Township right-of-way.
1.6 The Developer acknowledges and agrees that no work shall be carried out on
lands not owned by the Developer, without the written consent of the owner to be
filed with and approved by the Township.
1.7 The Developer acknowledges and agrees that all Servicing Plans must comply
with Federal, Provincial and Township laws, By-laws, standards and policies.
2. REQUIREMENTS PRIOR TO THE COMMENCEMENT OF WORK
2.1 The Developer agrees to submit the following to the Township, in a form
satisfactory to the Township, prior to the commencement of the installation of
Township services on the Subdivision Lands:
a) A letter from a qualified Engineer experienced in the field of Township
services confirming:
1. Retainer - That their firm has been retained by the Developers to act as
Consulting Engineers for Braestone Development Corp.
2. Terms of Retainer - The terms of their retainer with the Developer as
follows:
a) Plans and Specifications - Prepare plans and specifications for the
construction of Township services;
b) Cost Estimates - Prepare cost estimates for the Township services
to be constructed from the drawings;
c) Approvals - Obtain all necessary approvals to construct;
d) Co-ordination - Co-ordinate the installation of Township services to
avoid conflicts with regards to telephone, cable T.V., and Township
services;
e) On -Site Inspections - Ensure that all on -site inspections of
Township service installations are conducted by the Developer's
Consulting Engineers at all times during construction;
f) As -Constructed Drawings - Submit certified "as -constructed"
drawings after acceptance of the Township services;
g)
Chanae in Retainer — If at any time during the project:
4
i) The terms of their retainer are changed by the Developer, or;
ii) If they become aware that they will not be able to provide "as
constructed" drawings, they will notify the Township within
twenty-four (24) hours;
h) Erosion and Siltation Control - Ensure all necessary precautions are
taken to prevent erosion and sedimentation of sewers, ditches,
culverts, slopes, etc., both within the subdivision and downstream,
prior to and during construction.
b) Confirmation letters are to be filed with the Township Clerk, confirming the
following:
1) The Township Engineering Consultant has no objection to the pre -
servicing;
2) The Planning Division has no objection to the pre -servicing;
3) The NVCA has no objection to the pre -servicing.
4) The Township Solicitor has no legal objections to the pre -servicing.
c) Payment of cash or certified cheque required to cover the cost of the
Township's lawyer and Planner for all costs involved in processing the Pre -
Servicing Agreement, and for all the Township Engineering Consultant for
checking of plans, specifications and inspection on behalf of the Township for
the sum of
Ten Thousand Dollars ($10,000).
As accounts are received from the Township Planner, lawyer, and
Engineering Consultant, they will be paid by the Township and then submitted
to the Developer for reimbursement within thirty (30) days. In the event that
the deposit is drawn down to a level of
Five Thousand Dollars ($5, 000)
or less, and the Developer does not pay the accounts within thirty (30) days, it
is hereby understood and agreed that the Developer is in default of this
Agreement and all work must cease;
d) A Letter of Credit, as per Schedule "C", in the amount set out in Schedule "B",
attached, as security to ensure the due completion of the Township services
to be constructed by the Developer, and as security to be held by the
Township for the warranty periods to be more particularly described in the
Subdivision Agreement for the Subdivision Lands. The said Letter of Credit
shall provide that if in the sole opinion of the Township, default under the
terms of this Agreement has taken place, the said Letter of Credit may
thereupon be drawn upon in whole or in part;
e) A certified copy of an insurance policy, or a certificate of insurance, confirming
comprehensive general liability in the amount of Five Million Dollars
($5,000,000.00), naming the Township as co-insured, and containing the
following additional provisions or endorsements:
1) Products/Completed Operations provisions;
2) Cross -liability clause;
3) Blasting included, only if done by an independent contractor;
4) Notice of Cancellation - a provision that the insurance company agrees
to notify the Township within fifteen (15) days, in advance, of any
cancellation or expiry of the said insurance policy.
f) All Servicing Plans shall be submitted to and accepted by the Township
Engineering Consultant;
g) The Ministry of the Environment and Energy has given technical approval
to the Servicing Plans: Certificate of Approval for Municipal Drinking Water
Systems — Water Treatment Plant — Number 320-7MCRQM, Certificate of
Approval for Municipal Drinking Water Systems - Watermains — Number 6431
-7P4MDP, Certificate of Approval for Municipal and Private Sewage Works —
5
Number 1315-7P4MC24.
(h) The Nottawasaga Valley Conservation Authority has given approval
to the site grading, road and utility construction, stormwater management works,
and home construction associated with Phase 1 B and 1 C in accordance with
Permit 2016-19400.
3. INSPECTION BY THE TOWNSHIP
3.1 The Developer agrees to permit unrestricted access to the Subdivision Lands to
the Township and its agents for the purpose of inspection of the Township
services to be installed by the Developer. Notwithstanding that inspections may
be conducted by the Township or its agents, the Developer shall bear sole
responsibility for the soundness of the Engineering design of the Township
services, and for ensuring that the Township services to be installed will function,
as intended, and will be compatible with the final Plan of Subdivision when and if
such Plan of Subdivision is approved.
3.2 If, in the opinion of the Township, there is an emergency situation as a result of
any work undertaken by the Developer or its servants, or agents, which requires
immediate attention to avoid damage to private or public property or services
owned by the Township or to eliminate a potential hazard to persons, such work
may be done immediately by the Township at the expense of the Developer, but
notice shall be given to the Developer at the earliest possible time.
4. APPLICATION OF SECURITY
4.1 In the event of default by the Developer under the terms of this Agreement, or if
the Township is required to enter onto the Subdivision Lands or the abutting
Township lands to conduct any work on the Township services or the connection
of the Township services to facilities due to an emergency, the Township shall be
entitled to draw upon the security posted by the Developer pursuant to the terms
of this Agreement, in whole or in part, to cover the costs incurred by the Township
in remedying the default on the part of the Developer, or in addressing the
emergency situation.
5. NO REDUCTION OF SECURITY
5.1 The Developer acknowledges and agrees that no reduction in the amount of
security filed by the Developer with the Township, in accordance with the terms of
this Agreement, shall be permitted until such time as the Developer has entered
into the Subdivision Agreement for the Subdivision Lands with the Township.
Thereafter, any reductions in the security posted by the Developer shall be
completed in accordance with the terms of the said Subdivision Agreement.
6. NO ASSUMPTION OF TOWNSHIP SERVICES
6.1 The Developer acknowledges and agrees that the Township shall not be required
to assume the Township services to be constructed by the Developer, pursuant to
the terms of this Agreement, until such time as the Developer has entered into a
Subdivision Agreement with the Township for the Subdivision Lands, and the
Township services have been completed, inspected, and approved.
7. NOTICE
7.1 Any notice required to be given pursuant to this Agreement may be given by
prepaid registered post to the Developer at the following address:
Braestone Development Corporation
85 Bayfield Street, Suite 500
Barrie, Ontario
L4M 3A7
Or by Facsimile Transmission to: (705) 730-1059
6
and such notice shall be deemed to have been given and received on the third
day after mailing.
8. NO ASSIGNMENT
8.1 The Developer shall not assign or otherwise transfer the benefit of this
Agreement without the written consent of the Township, which may be
unreasonably withheld.
IN WITNESS WHEREOF Developer has hereunto set its hands and seals this
22nd day of
BRAESTOIJ� pEVEP NT CORRORATION
Per: �X\
Braestone Development Corporation
J. David Bunston, Treasurer
IN WITNESS WHEREOF the Township has hereunto sets its hands and seals this 22nd
day of August, 2016.
TI e N OF THE,TOWNSHIP OF ORO-MEDONTE
H.S. Hughes, Mayor
J. Douglas Irwin, Clerk
SCHEDULE"A"
DESCRIPTION OF LANDS:
PART OF LOTS 2 AND 3, CON 9, ORO, RP 51R-21804, PT PART 1, AND RP 51R-
36508 PT PART 1, SAVE AND EXCEPT PT 1, 51 R-28741; BEING PART OF PIN #
58532-0089 (LT), TOWNSHIP OF ORO-MEDONTE, COUNTY OF SIMCOE
ROLL # 43-46-010-004-04003
8
SCHEDULE"B"
CASH DEPOSITS TO BE FILED WITH THE TOWNSHIP:
1. Township's lawyer and Planner for all costs involved in processing the Pre -
Servicing Agreement, and for all the Township's Engineers for checking of plans,
specifications and inspection on behalf of the Township.
$10,000
TOTAL CASH DEPOSITS TO THE TOWNSHIP $10,000
2. A Letter of Credit as security to ensure the due completion of the Township
services to be constructed by the Developer, and as security to be held by the
Township for the warranty periods to be more particularly described in the
Subdivision Agreement for the Subdivision Lands.
SECURITY TO BE DEPOSITED WITH THE TOWNSHIP $ 772,006.76
9
hem
N0.
1.0
1.01
102
1.03
104
205
100
107
1➢0
1.09
2➢
201
202
203
2G4
205
2➢6
207
208
209
2.10
SCHEDULE e1Bf1
3-1
TOWNSHIP OF ORD.MEOONTE
BRAESTONE SUBDIVISION
PHASES 113 s 1000NSTRUCTION
Schedule of unn Pria,
SP Description
Site Pnpanikn
2 Meanest BGmbbir0
3 Mott ONV S01 Fuze
3 Heavy Dub50Fellm
3 'Straw Bale Cfed Dam
3 block Chad Dam
3 'Entrance Slone Mud Mal 4 ISawqoeap] aioppss
wl
IUGmn9eed anti
macfiail
5 Slab3habon 6 IEacavabon and GrWdo
loiEarth WWII
Ib)Nalive Earth Engineered AI
cI LOaq nma9anend 0157Yd 002160l 61ec0Wad
PhaselATopanl
Subtotal -Site Preparation
1273,26g2)piue 10%Con6Eno plus 13%115T
,cured undersepmb EARTHWORKS Agreement
IThar0u0hbred Drive
I8o)CWQM11
7 'Granular '0' I400mml
6 IGranular'A' 1160mm)
9 'Granular 'A' Shouldering (50 mm)
0 Base Course Asphalt HL4 (60mm)
11 Canasta Curb and Gullet (0P5D 60011303
12 I I50mm dla. Pe0omted Sadiron de Eller Sock
10 I50mm HL4 Pried Shoulder (Dim wide)
11 ICpnlale Curb 0Wel
10 'Asphalt Spleves
14 IGmde. Tapsod and Sod Bwdevard
6912016
90.E-5ERVICPG AGRE0SIEMI
E,Ilmalq SECURITY
Unit Quantity Unit Price Con SECU0Ef % AMOUNT
ha 375 5 15,00000 5 56250.00 0% SOW
m 250 5 1200 5 375000 0% 50.00
m 2.020 5 1900 5 3835003 0% 1000
Ea 3 5 5000 5 15000 0% 5000
Ea 9 5 42500 5 382500 0% 5000
Ea I 2 5 3.100.00 5 6 600 00 0% 50➢0
m' I 33.741 S 320 5 12821580 0% 3000
m' I 41.405 5 5.95 5 240359.75 0% 5000
m' 1233.866 5 380 5 888.69080 0% 50.00I
00' 35.605 6 505 5 17980525 0% SO WI
m 47.870 S 405 S 193.873.50 0% 50001
S 1,746,100.10 S0 110
ma 6.250 5 900 5 56250.00 30% S15.875.001
m 5700 5 025 5 35.625500 30% 510687.501
ma 355 $ 400 5 1.460.00 30% 5438001
0' 2905 5 950 5 22357.50 _ 30% 13.07.25
m 1.020 5 6700 5 68.340 00 30% 520.50200
no 1.020 5 3250 5 33.15000 30% 59945.001
04' 495 5 1750 5 0.662.50 30% 52.59875
Ea 2 5 28000 5 56000 3014 516800
Ea 2 5 25000 5 50002 30% 5150,00
on. 6.940 5 5.25 5 36.435,00 30% 510.93050
10
219I
220 1
2211
222 1 16 1500mm D1a DIM Inlet Maintenance Hole
223 16 Dash Inlet CelGlbasln
214 17 Camels Cable Mal
2]5 1 10 300mm DiaSlom Sewer
226I 18 375mmDla Storm Sew
222 18 525mm OM Storm Sewer
228 1 16 600mm Dla Sion Sewer
229 1 13 IM2baaan%erN
230 10 'Clean OW
1
1 IMIer0laIeous Works
231 1 20 IBOeetSgm
132 1 21 IEntranta Rallomi clw Colveo
1 100 Hydro Translarmer
1 IbINm Hydrant
213 22 'Dead EMOankade
Subtotal •Tho_roughbred Drive Wodel
8A0015
211I212
213 1
214
215
218 1
SCHEDULE "B"
SP Dea11Pu0n
Wtemmo
15 200mm GM. PVC Walemal
15 200mm Ow Gale Valve
15 Hydrant Valve and lead
15 15mmDIa Service
15 Ply!, TMUMNock andaatll
15 Conned to Eol*o WnWmain
Slmm3ewer
2.171 16 1500mmbl CalMbash Malnlenance Hole 1 Ea 1 3 5 6.500.0015
2.181 16 1500mm ON Double CalanSmIn Maintenance Hole 1 Ea 1 6 5 7..000.0013 42000 00 1 30%
1500mm DMDoutle Ca0cIbasNMoNmnanov Has tyw
16 InlonalDmo SNWure Ea 1 5 1050000IS
16 600mmv 600mm C0tolba5M I Ea 2 5 1.900.0015
16 e0Mm a 1200.mn00He Calmbesn 1 Ea 4 5 34000015
1 5
3.2
TOWNSHIP OF 0RNIEo0NTE
BRAESTONE SOBDNISION
PHASES le 8IC CONSTRUCTION
Schedule or Unit Polcn
Unit
00lmaled
Quantity
m 702
Ea 0
Ea 5
Ea 20
Ea 1
Ea 1
UnIIPtlee I Cool
1
5 1210015
$ 133300IS
S 55000015
5 7250015
5 1.1500015
$ 3.50000IS
PRESERVIC NG AGREESIEMI
SECVRITV
SECUOITY% hNOYNT
8454200 30%
7..99000 30%
27500 W 30%
14300 00 1 30%
1.150001 30%
3500 0 1 30%
Ea
ma
m
m
Ea
Ea
Ea
Ea
10
24
249
207
60
60
340
6
1
2
1
0.500.001f
i 2000005
S 25000 5
3 1350015
5 1500015
$ 200001S
5 350 00 15
$ 19000
5 4250015
1
I
S 2800015
2.d0000IS
2.00000IS
1250.0015
If
19„500.001 30%
10500 WI
3 800 00
13.60000
850000
mow 00
600000
33.615.00
31 050 00
12000.00
21.00000
84500.00
85000
1.60000
240000
4.00000
1.250.00
705.075.001
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
3014
30%
30%
30%
525482.60
S239940
58250001
54350 rot
534500
SI050.00
55.050.00
512.600W
S3.15000
$1.14000
34.08000
52550.00
55,000.00
5100000
510.084.50
59315.00
53.600.00
55.300.00
51938000
S25500
650400
572000
51.4000
537500
f 211.82250
Item
No.
SP
ascripllon
SCHEDULE EIBf1
34
TOWNSHIP OF ORMIRI0NTE
BRAESTONE SUBDIVISION
PHASES 1E1S10 C0N5TRUCTION
Schoule el Unit Paces
Estimated
Unit Quality
3.0 Moan 0riva
Road Works
301 7 Granular F 1400mm1 me 3950
302 8 Granular A' 1150mml m 4445
303 9 Base CourseAnomll HL-0150mm3 m2 3495
304 11 Condole Curb and Guiles 10P506000901 I m 1 060
305 12 150mmdb Perforated Subdaln Mr Mier Sock _ _ 1,060
306 10 50mmHL3 Paved Shoulder (05m Wdel Ina 505
307 13 CoaM° Sidewalk in2 127
308 14 IGtade. TCoso0 all Sad BOdmald m 5.155
309
310
311
312
313
1314
1315
1318
317
3.18
3.19
320
IWalennaln
15 I20Omm Ob PVCwalemaln
15 1200mn DO. Gale Valve
15 'Hesitant Valve all lead
15 I19mm0b. Sella
15 'Conned le Erk0m WalemaN
I$I➢_moSswer
18 I1500mm OM ColoMml Malnleneoce Hob
18 1500mm DM Oahe Celcbbaso MalnOnance Hob
16 6Wnm 0600mm CnbMisl
16 I6011n5na 1200mm Doable CNCMwn
18 300mm Ola Storm Sea
18 375mm Oia Mon Sewer
18 IIn04a5on Trend
321 18 'Clean Cut
322
I I
Ea
Ea
Ea
Ea
Ea
Ea
Ea
Ea
504
2
3
15
4
3
2180
124
180
I=gaseous Works
21 MUIMS Levey Ee 1
ISubtmal• Moman Drive Works' 1
890016
Unit Price
Cost
900 $ 35550.00
625 5 27751.25
9.50 5 33.202,50
57.00 5 n.p%1.00
3250 $ 34,450.00
1750 $ 0.037.50
13040 $ 1651000
525 $ 27.11625
12100 $
1 333 00 $
5.500,00 5
72500 5
35000E 5
I
6.50000IS
TOM 00 5
19W00I5
3.400 W I5
13500Is
15000 $
19E00IS
425WI5
60,98400
256800
163WW
11,600.00
3.500.00
26 000 00
210WW
7.500 00
1020000
35.1WW
18.6WW
34.20000
2.12500
IPRESERVICING ACtREE61ENE1
SECRRITV
AMOUNT
LCIIRTN%
5 2,00000
$ 2p0000
S 500.54250
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
30%
51066509
50.334.35
59.960 75
521206.00
510.33500
52,651.25
54.95300
581M88
515,29520
579950
54.9500E
53.40000
51.05000
57.600 Of,
55200.00
52.26004
53050.00
5105300f
5550000
51026001I
563T50
I �
30% 5500.00I
1 151962.751
12
ream
H0.
SP Description
SCHEDULE "B1f
34
TOWNSHIP OFCR041EDOMIE
BRAESTONE SUBDIVISION
PHASES1891C CONSTRUCTION
Schedule of Unit Prins
4A Gald01and Crescent
Rnod Waves
4.01 7 Granular 'B' 1400mm1
402 8 Granular 'AI (1504411
403 9 Sass Course AeolMIHLA 150nun)
4.04 11 Canasta Curb and Gutter 0PDD 600 030i
405 12 1s0mm Ma Peroratedsub:reN env Filler Sock
4.00 10 50nn H W Pam Shoulder 103m wide)
407 14 (Grade. Tom] and sod Bolnard
4 os
409
41I
411
IWaNanaln
15 I200nn 0a. PVC WZNmidn
15 200men DIaGata Valve
15 IHwrard. Volvo anti Lead
15 I19mm OM. Service
I$lalm$0400
4.12 16 I I500mm Dle. Cokhbuln Maintenance Hole
4.13 16 11500mm Dla Double Cal0Fbnln Maintenance Hale
414 18 I800mm o 600mm Calc4bnln
4.15 18 I600mma 12UOmm Double CaWbaeln I Ea
416 16 200mm Dim Storm Snow I m
417 18 375mm OM Slorm Sewn
4,18 18 I450mnDiaSto,Sower I m
4.19 1 18 IMOYIonirent 1 m
420I IS on Out Ea
1
Masten 9m WOM
421 23 Mailbox lintyr L5 1
Subtotal - Gelderland Crescent Works
$9R016
E,OmMld
Unit 0nnllb
mr
Ea
Ea
Ea
Unil Edo
Cost
PRESERI'ICINC ACREEOIERp
SECUa1TY
SECURITY n AMOUNT
4325 S 9.00 $ 30.925.00 30% 411.677.50
4.840 $ 825I1 30250.00 3000 19.07500
3785 5 950 S 35.957.50 30% 510 MT25
1.140 $ 630016 76.19000 30% 522 914 00
1,140 $ 3230 IS 3705000 30% 511,115 W
570 $ 1730 $ 9.975.00 30% 5299250
6.215 $ 52511 3262875 30% 9978863
576 S 1210013 6969600 30% 520.008..80
3 $ 1.333001S 399900 3000 $1.19970
5 S 5500,00 IS 27.50000 30% $8250.00
24 $ 72500 15 17.40000 30% 55220.00
Fe 3 S 6.500,00 5 19.50000 3200 6585000
Ea 7 5 7.000.00 S 49 000 00 30% 51470000
3 $ 1.90000 $ 570000 30% 51.710.00
7 S 340100 $ 23E0000 30% 07,14000
323 $ 13540 5 43.60502 30% 513.081.50
137 5 050,00 IS 24550,00 30% 56.16500
16 5 I6000 15 6.480.00 30% 5194400
108 S 2250011 4230000 30% 512,69000
8 $ 42500 15 255000 30% $705.00
5 2,000.00 0 2 000 00 30% 5000A0
3 595245.25 $ 118,93.88
13
Item
No.
5A
901
902
9.03
904
9.05
EP !Description
IEesemenle
O to ooe Swl9219li913
14 TOmol. Seed end Meth
14 I0iIe ReWacemenl
IBI0446_s
14 0m0D9e Swale _
14 Toni. Seedd4 MJch
3 'Slew Bale Check Dams
SCHEDULE 13"
15
TOWNSHIP OF 000'ME0ONTE
BRAESTONE SUBDIVISION
PHASES IS & 1C CONSTRUCTION
Schedule al Una Prices
B1ak65
905 14 Tooso6. Seed end Mulch
19 250.150mm Dia, NPP0O the 270% niter Fabric
900I 20 80mi 2.0m E06m Leml&weeder
909' 27 1.2m Hktl Pat and Wm Fence
9.10I 19 Oddl Reinforcement
_- III 010,63-FmemeT0 Ar*50 Read
9.11 1 15 150Omm Cla Slone Maintenance Hole
9.12 18 375mm DIa. Storm Sewer
913 18 450mnn Die Slwm Seer
914 18 %lerm01n. Slerm Sneer
915 B Granular 'A' 1150rnm1
9.16 10 'Surface Course Asphalt H W U0mn1
9.17 1 14 'Grade. Topco8 end Sod
910 25 IPS. Gate
9.19 26 Sttd Beam Guide Pao
920 I 26 Sled Beam Gultle Rol End Treebnenl
921 123 111m Hloh Pal and Wire Fence
922 1 19 1250 -150mm wa. Rip -Rep the 270R Alter Fabric
IJ
O'9Y2016
Estimated
Unit Own*
UnitPtln
Cart
PRES.SERY ICING AGREEMENT'
SECNVTY
SECURITY% AMOUNT
me 450 $ 250 5 1.12500 30% 533750
me 160 5 3500 $ 5.60000 30% 51.60000
m 200 5 5500 5 11 0(0 00 30% 55,30000
ma 450 5 230 5 1.125.00 30% 5337.50
Ee 3 $ 500015 15000 30% 54500
ma 235 5 250 5 68750 30% 517635
me 10 S 5050 S 500.00 30% 5150.00
15 1 S 33000015 3300.00 30% S99000
60 S 5500IS 3300.00 30% 599000
m2 45 S 350015 1375.00 30% 547250
Ea 2 S 65000015 1300000 30% 33.900 WI
m 9.0 S 1500015 135000 30% 540500
m 943 5 1800016 16.974.00 30% 55092201
96 S 3800015 3646.00 3000 S1094.401
m 585 S 70015 4095.00 30% 51220501
mi 455 5 12.00 I 5550.00 30% $3524.00
m 660 5 525 5 3.06500 30% 51A30..501
EB 2 S 195000 5 7..90000 30% 42370DOI
17 5 2500015 4.25000 30% 5127500
Ea 2 S 25000010 5000.00 30% 51.50000
m 204 5 550015 1122000 30% 53366001
m9 5 5o00'S 1 350 00 30% 5405,010
1
14
Item
No. 6P Dea6dpllon
923
914
925
Bk
921
928
939
930
931
SCHEDULE 1iBaa
bred omo
10 IO, W INN Mal/enema Hoe
10 0AW INN Calabash
10 450mm 0M. Storm Sewer
18 Inlillaton l'rem0
29 Wats MarMewre Platform
24 BM8N,
27 1.2m H0I Past od Wn Fence
14 Toosoo and Seed and Match
14 DIkh RNnlomemenl
38
TOWNSHIP OF OROMEOONTE
BRAESTONE SUBDIVISION
PHASES is A 11 CONSTRUCTION
Schedule of unit Ma.
_ 7jptk¢1,_ReceaLbrt0KKk
932 16 OCI IN el Malnlerem Hole
menan0enaeuwtnrzmammp
9.33 16 Structure
01Ih Inlet Maintenance Hole cAv IMem0 Omp
9.34 16 SIrudre W Safeh Platform
935 1 16 600mm a 600mm Cakhbasln
936 16 300mm0M Stein Sewer
I I
5072016
unit
EQnated
Quantity
unit Pace I Coot
Ea 1
Ea 1
m 105
m 61
LS 1
Ea 2
m 190
50
a 1 160
I I
L_
Subtotal -Easements'
OVERALL SUB.TOTALI
f0% Allmxnne forEnoineednol
SUB-TOTALI
13% HST)
Ea 1
Ea 1
Ea 1
Ea 2 m iW
5 8510.0015
$ 3/A000IS
5 10000ls
5 625001$
5 6000.00 I
$ 3000IS
5 320I$
5 250
S 350014
8500 OD
100010
1.09000
50625.00
fi00000
60000
60B000
1,125W
5.600W
PRESENVICINC A0000MEM_1
SECURITY
SECURITY 3 AMOUNT
3m%
30%
30%
30%
30%
30%
30%
30%
30%
$ 10,00300 5 10,000.00 30%
S 19.50000 $ 19.50000 30%
$ 18.000.00 $ 18 000.00 1 30%
$ 1300 00 5 380900 wx
S 13500 $ 21.60000 30%
$ 262,1450
$ 381637835
1$ 301.637.84
IS 1.19001619
IS 545742.10
TOTAL SECURITIES' I $ 4,743,758.29
52.550001
290000
556700
515.10750
51.00000
510003
51.02400
$33750
31.630.00
13.000.00
$505100
$5.40000
s1a10001
5640000
I I
I$ 78.721 35 1
1$ 621A83.181
Is 62100351
IS 683191/21
IS 85.014.941
$ 772,006.76I
15