Public Works Packet 2006 04-03-06 r
United City of Yorkville
800 Game Farm Road
EST 1 --_ 1836 Yorkville, Illinois 60560
4 Telephone: 630-553-4350
96 " o Fax: 630-553-7575
PUBLIC WORKS COMMITTEE MEETING
AGENDA
Monday,April 3,2006
7:00 PM
City Hall Conference Room
REVISED 4/3106
Approval/Correction of Minutes: February 6, 2006
Presentations: None
New Business:
1. PW 2006-57 Raintree Village Unit 1 —Earthwork Bond Reduction#2
2. PW 2006-58 Raintree Village Unit 1 — Sitework Bond Reduction#2
3. PW 2006-59 Raintree Village Unit 2—Bond Reduction#1
4. PW 2006-60 Raintree Village Unit 3 —Bond Reduction#1
5. PW 2006-61 Raintree Village Unit 4—Letter of Credit Reduction#1
6. PW 2006-62 Raintree Village Unit 5 —Earthwork Letter of Credit Reduction#2
7. PW 2006-63 Raintree Village Unit 5 —Sitework Letter of Credit Reduction#1
8. PW 2006-64 Raintree Village Route 126 Temporary Entrance—Bond Reduction#1
9. PW 2006-65 Fox Hill Unit 6 (Lots 3 &4)—Plat of Easement
10. PW 2006-66 Yorkville Business Center(Lot 18)—Plat of Easement
11. PW 2006-67 Gruber-Kostal Dental Building—Plat of Easement
12. PW 2006-68 Kennedy Road PRV Station—Plat of Easement
13. PW 2006-69 Raymond Storm Sewer Outfall—Plat of Easement
14. PW 2006-70 FPA Expansion Agreement—Hattner Property
15. PW 2006-712005 In-Town Drainage Program—Request for Additional Compensation
16. PW 2006-72 2006 Crack Filling Project—MFT Appropriation Resolution
17. PW 2006-73 EEI Proposed Hourly Rate Changes
18. PW 2006-74 South Waterworks Improvements—EEI Proposal
19. PW 2006-75 FY 06/07 General Maintenance MFT Resolution
20. PW 2006-76 Proposal for Alarm Installation and Monitoring
v
Page 2
Public Works Committee
April 3, 2006
New Business (con't):
21. PW 2006-77 Fox Hill SSA Maintenance Bid Results
22. PS 2005-13 Countryside Parkway—Address Changes
23. PS 2006-10 Swanson Lane Estates—Address Changes
24. Liaison Responsibilities
25. PW 2006-78 Plat of Dedication—Kennedy and Mill Roads
Old Business:
Additional Business:
.<0 C/py
t 0 United City of Yorkville
800 Game Farm Road
EST 18381 Yorkville, Illinois 60560
0 *I ®2 Telephone: 630-553-4350
-$$ Fax: 630-553-7575
PUBLIC WORKS COMMITTEE MEETING
AGENDA
Monday, April 3, 2006
7:00 PM
City Hall Conference Room
Approval/Correction of Minutes: February 6, 2006
Presentations: None
New Business:
1. PW 2006-57 Raintree Village Unit 1 —Earthwork Bond Reduction#2
2. PW 2006-58 Raintree Village Unit 1 — Sitework Bond Reduction#2
3. PW 2006-59 Raintree Village Unit 2—Bond Reduction#1
4. PW 2006-60 Raintree Village Unit 3 —Bond Reduction#1
5. PW 2006-61 Raintree Village Unit 4—Letter of Credit Reduction#1
6. PW 2006-62 Raintree Village Unit 5—Earthwork Letter of Credit Reduction#2
7. PW 2006-63 Raintree Village Unit 5 — Sitework Letter of Credit Reduction#1
8. PW 2006-64 Raintree Village Route 126 Temporary Entrance—Bond Reduction#1
9. PW 2006-65 Fox Hill Unit 6 (Lots 3 & 4)—Plat of Easement
10. PW 2006-66 Yorkville Business Center (Lot 18)—Plat of Easement
11. PW 2006-67 Gruber-Kostal Dental Building—Plat of Easement
12. PW 2006-68 Kennedy Road PRV Station—Plat of Easement
13. PW 2006-69 Raymond Storm Sewer Outfall—Plat of Easement
14. PW 2006-70 FPA Expansion Agreement—Hattner Property
15. PW 2006-71 2005 In-Town Drainage Program—Request for Additional Compensation
16. PW 2006-72 2006 Crack Filling Project—MFT Appropriation Resolution
17. PW 2006-73 EEI Proposed Hourly Rate Changes
18. PW 2006-74 South Waterworks Improvements—EEI Proposal
19. PW 2006-75 FY 06/07 General Maintenance MFT Resolution
20. PW 2006-76 Proposal for Alarm Installation and Monitoring
21. PW 2006-77 Fox Hill SSA Maintenance Bid Results
Page 2
Public Works Committee
April 3, 2006
New Business (con't):
22. PS 2005-13 Countryside Parkway—Address Changes
23. PS 2006-10 Swanson Lane Estates—Address Changes
24. Liaison Responsibilities
Old Business:
Additional Business:
Page 1 of 3
DRAFT
UNITED CITY OF YORKVILLE
PUBLIC WORKS COMMITTEE MEETING
MONDAY,FEBRUARY 6,2006 7:00 P.M.
City Hall Conference Room
PRESENT:
Mayor Art Prochaska
Alderman Joe Besco, Chairman
Public Works Director Eric Dhuse(left at 8:20)
Alderman Dean Wolfer
Alderman Marty Munns (left at 8:10)
City Engineer Joe Wywrot
Scott Sleezer
Jeff Freeman
The meeting was called to order at 7:00 pm. by Chairman Joe Besco.
New Business
15. Hamman Property Stormwater Feasibility Study—This is the property North
of Rt. 34 at Countryside Parkway. There is a location for a proposed Wal-Mart. Part
of the property will be mined for sand and gravel. After the sand and gravel is mined
it will become a Regional Stormwater Detention Basin with a recreational area to be
developed. The recreational area would have a 60 acre pond with a 5 acre beach area
and a park area. The City is obligated to find an easement and Hamman and the
Developer will fund the construction. Rt. 34 will have Infiltration trenches under it.
The proposed contract includes the Infiltration Basin,the Outfall Sewer, and the Rt. 34
drainage. Additional considerations are the environmental issues of an outfall sewer
to the Fox River,the Best Management Practices for the Basin, and capital and
operation and maintenance costs. The estimated fees are $39,800. The report will be
provided within 90 days of the notice to proceed. Hamman will be asked to pay for
the study. This will move on to COW for discussion.
Old Business
2. PW 2006-16 Route 47 Improvement(Corneils—Baseline)Engineering
Agreement—There are existing and future developments in this corridor that will be
asked to help fund. This will go on to COW.
3. PW 2006-40 Public Works/Parks Department Building Update—This will move
on to COW.
Page 2 of 3
1. PW 2005-24 Fox Hill Unit 3—Additional Parking—It would cost$30,000 for 6
new stalls. The Park Board did not want to spend Land Cash for this. It will come
back to a future Public Works.
New Business
1. PW 2006-21 Water Department Report for March 2005—This is just a clean-up.
This will go on to COW on Consent Agenda.
2. PW 2006-22 Water Department Report for April 2005—This is just a clean-up.
This will go on to COW on Consent Agenda.
3. PW 2006-23 Water Department Report for October 2005—This will go on to
COW on Consent Agenda.
4. PW 2006-24 Water Department Report for November 2005—This will go on to
COW on Consent Agenda.
5. PW 2006-25 Water Department Report for December 2005—This will go on to
COW on Consent Agenda.
6. PW 2006-26 Saravanos Properties—Letter of Credit Reduction#2—This is for
earthwork. This will go on to COW on Consent Agenda.
7. PW 2006-27 Castle Bank—Plat of Easement—This is for perimeter easements for a
watermain. This will move on to COW on Consent Agenda.
8. PW 2006-28 Rob Roy Creek Interceptor—Contract 5 Easements—This is for side
sewers extending to Commercial Drive. The Wheaton Ave. pump station will be
abandoned. This will go on to COW on Consent Agenda.
9. PW 2006-29 Routine IDOT Highway Permit—Prestwick of Yorkville—Route 126
Temporary Entrance—The City will require a Bond from the developer prior to
submitting the application. This will go on to COW on Consent Agenda.
11. PW 2006-31 Cozy Corner Subdivision—Sidewalk Agreement—This is for the
sidewalk on 126. This will go on to COW on Consent Agenda.
12. PW 2006-32 Grande Reserve Regional Park—Letter of Credit Reduction#1
—This is for earthwork and erosion control. This will go on to Cow on Consent
Agenda.
16. PW 2006-36 Bristol Ridge Road Reconstruction—Change Order#1 —This is
a final balancing change order in the amount of an $82,151.18 decrease. This will
move on to COW on Consent Agenda.
Approval/Correction of Minutes: August 22,2005 and January 9, 2006—The Minutes
were approved.
New Business
10. PW 2006-30 Mailbox Standards and Replacement Policy—The post will not
be larger than a 4"x 4" or 4 '/2" diameter wood post or 1 %2" steel post. The anchor
will be no deeper than 24". This prohibits masonry mailboxes. This may be in the
private improvements in the Public Right of Way. It will be verified, and if it is not in
the improvements policy, it will be listed in this Policy. This will move on to COW.
Page 3 of 3
13. PW 2006-33 Parkway Tree Removal Request by Resident—Eric Dhuse
recommends the removal of the tree because the roots interfere with a sewer line. This
requires no further action from the Council.
14. PW 2006-34 River's Edge Subdivision—Offsite Watermain Recapture—
There are two different pressure zones. The area highlighted in green is the lower
pressure zone and the area highlighted in red is the area serviced by a booster station.
There was discussion about the way fees could be handled per acre. Joe Wywrot and
John Wyeth will work on a draft agreement. This will come back to a future COW
with a draft agreement.
17. PW 2006-37 Subdivision Control Ordinance—Proposed Revisions—Kendall
County recommended the standards. The cleanup and changes will go to Joe Wywrot.
A revised ordinance will come to a future Public Works.
18. PW 2006-38 Engineering Department—Proposed FY 06/07 Budget—There
were some changes due to the scheduled hire of new employees, and a promotion of a
current employee. Contractual services were raised to reflect actual expenses, and
there will be 2 vehicles replaced. This will move on to a future COW.
19. PW 2006-39 Project Manager—Proposed Position and Job Description—Joe
Wywrot recommends approval. This will be funded in the new fiscal year. This will
move on to COW for discussion.
Additional Business
There will be some patching done to Game Farm Road and the Parking Lot downtown.
Well 4 is pumping and the Backup generator is working on Well 7.
The Water Towers are secure. There are alarms on them from Wire Wizard.
Presentations:
1. PW 2005-25 Tree Canopy Protection Ordinance by Edith Makra, Community
Trees Advocate, Morton Arboretum—Edith Makra spoke about the different
communities she is helping with protection ordinances and what they are doing with
the ordinances. She passed out some information about protection ordinances,
preserving trees, reforestation, and conservation. She spoke about canopy cover
percentages Forest Services use. Yorkville would like to save the trees is does have,
but since the land was mostly used for farming, a canopy can be created with a
landscaping and a protection ordinance.
The meeting was adjourned at 9:15 P.M.
Minutes submitted by Laura Leppert
SIG
♦A C/Ty Reviewed By:
J� ��► Legal ❑ City Council
Finance ❑
1836 Engineer
Agenda Item Tracking Number
City Administrator ❑
.... °'�O Consultant ❑ �`► �
❑
City Council Agenda Item Summary Memo
Title: Raintree Village Unit 1 —Earthwork Bond Reduction#2
City Council/COW/Committee Agenda Date: 4/3/06 Public Works
Synopsis: This letter of credit reduction is based on work completed to date. The amount
of the reduction would be $184,516.13. The amount remaining would be
$138,000.00.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
r o United City of Yorkville Memo
'% 800 Game Farm Road
EST. t.18M Yorkville, Illinois 60560
y Telephone: 630-553-8545
�;A .' , �p Fax: 630-553-3436
SCE
Date: March 21, 2006
To: John Crois, Interim City Administrator
From: Joe Wywrot, City Engineer W
CC: Lisa Pickering,Office Assistant
Subject: Raintree Village Unit —Earthwork Bond Reduction#2
Safeco Insurance Company Bond#6231637
Attached find a request from Jacob &Hefner Associates,P.C. on behalf of Lennar
Communities of Chicago to reduce the earthwork letter of credit for Raintree Village
Unit 1. I have reviewed the request and concur with the amount of work completed to
date. The request,however, did not use the correct original letter of credit amount in the
calculations, therefore the amount of the reduction is incorrect. Attached find a
spreadsheet showing the correct calculations.
I recommend that Safeco Insurance Company Bond#6231637 for Raintree Village Unit 1
be reduced by the amount of$184,516.13. The remaining amount in the bond would be
$138,000.00.
Please place this item on the Public Works Committee agenda of April 3, 2006 for
consideration.
21-Mar-06
Letter of Credit/Bond Reduction
Subdivision: Raintree Village-Unit 1 Earthwork/Erosion&Sediment Control
Reduction No. 2
LOC/Bond
Approved Original amount Bond amount Substantially complete Reduction No.2 Amount to remain
Item Eno. Est. for LOC/Bond after Red.No.1 prior to Red. No.2 Amount after Red. No.2
Earthwork $853,850.00 $939,235.00 $249,751.13 $853,850.00 $121,673.63 $128,077.50
Erosion Control $66,150.00 $72,765.00 $72,765.00 $66,150.00 $62,842.50 $9,922.50
Totals $920,000.00 $1,012,000.00 $322,516.13 $920,000.00 $184,516.13 $138,000.00
Notes: 1)Remaining LOC/Bond amt.to be 15%of substantially completed items plus 110%of uncompleted items.
JACOB & HEFNER ASSOCIATES, P.C. 190 OA BROOK TERRACE, IL 01811
Z*
ENGINEERS • SURVEYORS PHONE:630-942-9000•FAX:630-942-1774
March 15, 2006
Mr. Joseph A Wywrot, P.E.
City Engineer
City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Letter of Credit Reduction – Raintree Village Unit 1
Yorkville, IL
Dear Mr. Wywrot:
Enclosed for your approval is LOC reduction estimate for Raintree Village- Unit 1.
The Unit 1 has two different letters of credits.
The mass grading letter of credit (LOC # 62319637) is in amount of$1,012,000
The site improvement letters of credit is in amount of $3,247,261.60 (LOC # 104184456) with
additional amount of$265,958.40.
The gross letter of credit amount for Unit 1 is $4,525,220.00.
The previous reductions approved were $689,483.87 and $ 2,683,970.64 for a total of
$3,373,454.51.
We are requesting a new reduction of $459,392.13 for a gross letter of credit amount of
$692,373.36 to remain for Unit 1.
If you have any questions or require any additional information, please contact our office.
Sincerely yours,
Jacob & Hefner Associates, P.C.
III—
I U4�2Q'
Thakor P. Patel, P.E.
XC:
John Whitehouse, EEI,
Rob Zoromski, Lennar Communities of Chicago
Steve Dragoo, Lennar Communities of Chicago
TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT • MUNICIPAL • SURVEYING
LOC REDUCTION FOR
CONSTRUCTION COST
PROJECT: RAINTREE VILLAGE - UNIT 1
YORKVILLE, ILLINOIS
DEVELOPER: LENNAR COMMUNITIES OF CHICAGO,_LLC
PROJECT # D054
LAST REV. 8-Mar-06
JACOB & HEFNER ASSOCIATES, P.C.
1901 S. MEYERS RD., SUITE 350
OAKBROOK TERRACE, IL 60181
(630)-942-9000
UNIT PERCENT
EARTHWORK QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 TOPSOIL STRIP TO STOCKPILE 82900 C.Y. $2.50 $207,250.00 100 $207,250.00
2 CLAY CUT TO FILL 190,000 C.Y. $3.00 $570,000.00 okt 100 $570,000.00
3 TOPSOIL RESPREAD, 6" IN PONDS 16,000 C.Y. $2.50 $40,000.00 100 $40,000.00
SUBTOTAL= $817,250
UNIT PERCENT
PAVEMENT QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 1.5" BIT. CONC. SURF. CSE., TY 2, MIX D, CLI 25,960 S.Y. $3.50 $90,860.00 50
2 2.5" BIT. CONC. BINDER CSE., TY 2, CLI 14,000 S.Y. $5.25 $73,500.00 100 $73,500.00
3 4.5" BIT. CONC. BINDER CSE., TY 2, CLI (2 LIFT) 11,960 S.Y. $9.00 $107,640.00 100 $107,640.00
4 10" CRUSHED AGG. BASE CSE., TYPE B 14,000 S.Y. $7.00 $98,000.00 100 $98,000.00
5 12" CRUSHED AGG. BASE CSE., TYPE B 11,960 S.Y. $8.00 $95,680.00 100 $95,680.00
6 3" BIT. CONC. SURF. CSE., TY 2, MIXED, CLI 3,800 S.Y. $6.75 $25,650.00 100 $25,650.00
7 10" CRUSHED AGG. BASE CSE., TYPE B 3,800 S.Y. $7.00 $26,600.00 100 $26,600.00
8 COMB. CONC. CURB & GUTTER, TYPE B-6.12 16,980 L.F. $10.00 $169,800.00 100 $169,800.00
9 P.C.C. SIDEWALK 84,300 S.F. $3.00 $252,900.00 100 $252,900.00
SUBTOTAL= $940,630
UNIT PERCENT
SANITARY SEWER QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 8" SAN SEWER, PVC SDR 26 4,691 L.F. $20.00 $93,820.00 100 $93,820.00
2 10" SAN SEWER, PVC SDR 26 187 L.F. $30.00 $5,610.00 100 $5,610.00
2 10" SAN SEWER, PVC SDR 21 1,665 L.F. $35.00 $58,275.00 100 $58,275.00
RAINTREE VILLAGE - UNIT 1 1 OF 6
UNIT PERCENT
WATERMAIN QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 8" WM, DIP CL 52 W/FITGS 4,360 L.F. $21.00 $91,560.00 100 $91,560.00
2 12" WM, DIP CL 52 W/FITGS 620 L.F. $29.00 $17,980.00 100 $17,980.00
3 16" WM, DIP CL 52 W/FITGS 3,430 L.F. $46.00 $157,780.00 100 $157,780.00
4 8" VALVE IN 48" VAULT 15 EACH $1,500.00 $22,500.00 100 $22,500.00
5 12" VALVE IN 60" VAULT 4 EACH $2,600.00 $10,400.00 100 $10,400.00
6 16" VALVE IN 60" VAULT 7 EACH $6,400.00 $44,800.00 100 $44,800.00
7 FIRE HYD. W/AUX. VALVE &VALVE BOX 29 EACH $1,950.00 $56,550.00 100 $56,550.00
8 WATER SERVICE, SHORT, 1"W/B-BOX 47 EACH $375.00 $17,625.00 100 $17,625.00
9 WATER SERVICE, LONG, 1" W/B-BOX 53 EACH $900.00 $47,700.00 100 $47,700.00
10 16"X3/8" STEEL CASING 30 L.F. $65.00 $1,950.00 100 $1,950.00
11 PRESSURE CONNECTION, 12"X16" W/VAULT 1 EACH $9,500.00 $9,500.00 100 $9,500.00
12 TRENCH BACKFILL 490 L.F. $16.00 $7,840.00 100 $7,840.00
SUBTOTAL= $486,185
UNIT PERCENT
EROSION CONTROL QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 STABILIZED CONSTRUCTION ENTRANCE 1 EACH $3,500.00 $3,500.00 100 $3,500.00
2 INLET EROSION CONTROL 119 EACH $180.00 $21,420.00 100 $21,420.00
3 SILT FILTER FENCE & MAINTENANCE 10,100 L.F. $3.75 $37,875.00 �� 100 $37,875.00
4 RIPRAP 230 C.Y. $42.50 $9,775.00 100 $9,775.00
SUBTOTAL= $72,570
RAINTREE VILLAGE - UNIT 1 4 OF 6
N Y
CO. Reviewed By:
Legal ❑ City Council
:: .1836 Finance El
Engineer
Agenda Item Tracking Number
y City Administrator ❑ �; i �l
.y. O Consultant ❑ V�/ Z�
Y � ❑
<LE �v
City Council Agenda Item Summary Memo
Title: Raintree Village Unit 1 — Sitework Bond Reduction#2
City Council/ COW/Committee Agenda Date: 4/3/06 Public Works
Synopsis: This bond reduction is based on work completed to date. The amount
of the reduction would be $206,141.26. The amount remaining would be
$623,108.10.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
2`�Ev CIP o United City of Yorkville Memo
800 Game Farm Road
FEWE 1 1836 Yorkville, Illinois 60560
Telephone: 630-553-8545
�;A p Fax: 630-553-3436
E ?
SCE ��•��
Date: March 21, 2006
To: John Crois, Interim City Administratorr\
From: Joe Wywrot, City Engineer U
CC: Lisa Pickering, Office Assistant
Subject: Raintree Village Unit 1 —Bond Reduction#2
Travelers Casualty& Surety Bond#10418445 6
Attached find a request from Jacob & Hefner Associates, P.C. on behalf of Lennar
Communities of Chicago to reduce the sitework bond for Raintree Village Unit 1. I have
reviewed the request and concur for the most part with the amount of work completed to
date. The request states 50% of the roadway surface course is paved, which is not true.
The request also did not use the correct original bond amount in the calculations,
therefore the amount of the reduction is incorrect. Lastly, there was an increase in the
pavement cost estimate after the original letter of credit was established. In order to keep
sufficient funds in the bond to complete the paving, I have reduced the credit for work
completed to date. Attached find a spreadsheet showing the calculations.
I recommend that Travelers Casualty& Surety Bond#1041 84456 for Raintree Village
Unit 1 be reduced by the amount of$206,141.26. The remaining amount in the bond
would be $623,108.10.
Please place this item on the Public Works Committee agenda of April 3, 2006 for
consideration.
21-Mar-06
Letter of Credit/Bond Reduction
Subdivision: Raintree Village-Unit 1 Onsite Work
Reduction No. 2
LOC/Bond
Approved Original amount Bond amount Completed Reduction No.2 Amount to remain
Item Eng. Est. for LOC/Bond after Red.#1 Work Prior to Red.#2 Amount after Red. No.2
Sanitary Sewer $516,070.00 $567,677.00 $77,410.50 $516,070.00 $0.00 $77,410.50
Watermain $486,185.00 $534,803.50 $72,927.75 $486,185.00 $0.00 $72,927.75
Storm Sewer $630,170.75 $693,187.83 $94,525.61 $630,170.75 $0.00 $94,525.61
Pavement $742,130.00 $816,343.00 $286,176.50 $646,212.00 $83,734.90 $202,441.60
Landscaping $465,500.00 $512,050.00 $194,959.00 $462,628.80 $122,406.36 $72,552.64
Miscellaneous $112,000.00 $123,200.00 $103,250.00 $21,000.00 $0.00 $103,250.00
Totals $2,952,055.75 $3,247,261.33 $829,249.36 $2,762,266.55 $206,141.26 $623,108.10
Notes: 1) Remaining LOC/Bond amt. to be 15% of substantially completed items plus 110% of uncompleted items.
� 1901 S.MEYERS ROAD•SUITE 350
JACOB & HEFNER ASSOCIATES, P.C. OAKBROOK TERRACE, IL 60181
X* ENGINEERS • SURVEYORS PHONE:630-942-9000•FAX:630-942-1774
March 15, 2006
Mr. Joseph A Wywrot, P.E.
City Engineer
City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Letter of Credit Reduction — Raintree Village Unit 1
Yorkville, IL
Dear Mr. Wywrot:
Enclosed for your approval is LOC reduction estimate for Raintree Village- Unit 1.
The Unit 1 has two different letters of credits.
The mass grading letter of credit (LOC # 62319637) is in amount of$1,012,000
The site improvement letters of credit is in amount of $3,247,261.60 (LOC # 104184456) with
additional amount of$265,958.40.
The gross letter of credit amount for Unit 1 is $4,525,220.00.
The previous reductions approved were $689,483.87 and $ 2,683,970.64 for a total of
$3,373,454.51.
We are requesting a new reduction of $459,392.13 for a gross letter of credit amount of
$692,373.36 to remain for Unit 1.
If you have any questions or require any additional information, please contact our office.
Sincerely yours,
Jacob & Hefner Associates, P.C.
Thakor P. Patel, P.E.
XC:
John Whitehouse, EEI,
Rob Zoromski, Lennar Communities of Chicago
Steve Dragoo, Lennar Communities of Chicago
TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT MUNICIPAL • SURVEYING
LOC REDUCTION FOR
CONSTRUCTION COST
PROJECT: RAINTREE VILLAGE - UNIT 1
YORKVILLE, ILLINOIS
DEVELOPER: LENNAR COMMUNITIES OF CHICAGO, LLC
PROJECT# D054
LAST REV. 8-Mar-06
JACOB & HEFNER ASSOCIATES, P.C.
1901 S. MEYERS RD., SUITE 350
OAKBROOK TERRACE, IL 60181
(630)-942-9000
UNIT PERCENT
EARTHWORK QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 TOPSOIL STRIP TO STOCKPILE 82900 C.Y. $2.50 $207,25 . 0 ;J� 100 $207,250.00
2 CLAY CUT TO FILL 190,000 C.Y. $3.00 $570 0.00 5' 100 $570,000.00
3 TOPSOIL RESPREAD, 6" IN PONDS 16,000 C.Y. $2.50 0,000.00 100 $40,000.00
SUBTOTAL= $817,250
UNIT PERCENT
PAVEMENT QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 1.5" BIT. CONC. SURF. CSE., TY 2, MIX D, CLI 25,960 S.Y. $3.50 $90,860.00 ,-5'9
2 2.5" BIT. CONC. BINDER CSE., TY 2, CLI 14,000 S.Y. $5.25 $73,500.00 100 $73,500.00
3 4.5" BIT. CONC. BINDER CSE., TY 2, CLI (2 LIFT) 11,960 S.Y. $9.00 $107,640.00 100 $107,640.00
4 10" CRUSHED AGG. BASE CSE., TYPE B 14,000 S.Y. $7.00 $98,000.00 100 $98,000.00
5 12" CRUSHED AGG. BASE CSE., TYPE B 11,960 S.Y. $8.00 $95,680.00 100 $95,680.00
6 3" BIT. CONC. SURF. CSE., TY 2, MIX-D, CLI 3,800 S.Y. $6.75 $25,650.00 100 $25,650.00
7 10" CRUSHED AGG. BASE CSE., TYPE B 3,800 S.Y. $7.00 $26,600.00 100 $26,600.00
8 COMB. CONC. CURB & GUTTER, TYPE B-6.12 16,980 L.F. $10.00 $169,800.00 100 $169,800.00
9 P.C.C. SIDEWALK 84,300 S.F. $3.00 $252,900.00 X99• $
SUBTOTAL= $940,6304�y�ii-7��,s�
UNIT PERCENT
SANITARY SEWER QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUN7�✓�'
1 8" SAN SEWER, PVC SDR 26 4,691 L.F. $20.00 $93,820.00 100 $93,820.00
2 10" SAN SEWER, PVC SDR 26 187 L.F. $30.00 $5,610.00 100 $5,610.00
2 10" SAN SEWER, PVC SDR 21 1,665 L.F. $35.00 $58,275.00 100 $58,275.00
RAINTREE VILLAGE - UNIT 1 1 OF 6
3 12" SAN SEWER, PVC SDR 26 1,225 L.F. $25.00 $30,625.00 100 $30,625.00
4 12" SAN SEWER, PVC SDR 21 375 L.F. $40.00 $15,000.00 100 $15,000.00
5 30" SAN SEWER, PVC DR 25, AWWA C-905 1,756 L.F. $70.00 $122,920.00 100 $122,920.00
6 SAN MH, TYPE A, 48" DIA. 38 EACH $2,100.00 $79,800.00 100 $79,800.00
7 SAN MH, TYPE A, 60" DIA. 5 EACH $2,900.00 $14,500.00 100 $14,500.00
8 SAN SERVICE- SHORT 56 EACH $400.00 $22,400.00 100 $22,400.00
9 SAN SERVICE- LONG INCL. TBF 45 EACH $1,400.00 $63,000.00 100 $63,000.00
10 TRENCH BACKFILL 460 L.F. $22.00 $10,120.00 100 $10,120.00
SUBTOTAL= $516,070
UNIT PERCENT
STORM SEWER QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 4" UNDER DRAIN W/STONE & FABRIC 90 L.F. $16.00 $1,440.00 100 $1,440.00
2 12" STORM SEWER, RCP, CL V 5,305 L.F. $17.00 $90,185.00 100 $90,185.00
3 15" STORM SEWER, RCP, CL V 2,623 L.F. $18.00 $47,214.00 100 $47,214.00
4 18" STORM SEWER, RCP, CL IV 144 L.F. $22.25 $3,204.00 100 $3,204.00
5 18" STORM SEWER, RCP CLIII 1,659 L.F. $20.50 $34,009.50 100 $34,009.50
6 21" STORM SEWER, RCP, CL IV 59 L.F. $27.50 $1,622.50 100 $1,622.50
7 21" STORM SEWER, RCP CLIII 1,096 L.F. $25.50 $27,948.00 100 $27,948.00
8 24" STORM SEWER, RCP, CL IV 277 L.F. $31.50 $8,725.50 100 $8,725.50
9 24" STORM SEWER, RCP CLIII 2,093 L.F. $29.75 $62,266.75 100 $62,266.75
10 24" STORM SEWER, DIP PC350 28 L.F. $37.50 $1,050.00 100 $1,050.00
11 27" STORM SEWER, RCP CLIII 103 L.F. $36.00 $3,708.00 100 $3,708.00
12 30" STORM SEWER, RCP, CL IV 259 L.F. $39.00 $10,101.00 100 $10,101.00
13 30" STORM SEWER, RCP CLIII 578 L.F. $37.50 $21,675.00 100 $21,675.00
14 30" STORM SEWER, DIP PC350 82 L.F. $48.50 $3,977.00 100 $3,977.00
15 36" STORM SEWER, RCP CL IV 420 L.F. $53.00 $22,260.00 100 $22,260.00
16 36" STORM SEWER, RCP CLIII 499 L.F. $51.00 $25,449.00 100 $25,449.00
RAINTREE VILLAGE - UNIT 1 2 OF 6
17 42" STORM SEWER, RCP CL IV 199 L.F. $64.50 $12,835.50 100 $12,835.50
18 54" STORM SEWER, RCP CL IV 170 L.F. $120.00 $20,400.00 100 $20,400.00
19 INLET TYPE A, 24" DIA. 39 EACH $600.00 $23,400.00 100 $23,400.00
20 CATCH BASIN TYPE B, 36" DIA. 37 EACH $1,000.00 $37,000.00 100 $37,000.00
21 CATCH BASIN TYPE A, 48" DIA. 5 EACH $1,200.00 $6,000.00 100 $6,000.00
22 CATCH BASIN TYPE A, 60" DIA. 2 EACH $1,800.00 $3,600.00 100 $3,600.00
23 CATCH BASIN TYPE A, 72" DIA. 1 EACH $2,850.00 $2,850.00 100 $2,850.00
24 MANHOLE TYPE A, 36" DIA. 8 EACH $900.00 $7,200.00 100 $7,200.00
25 MANHOLE TYPE A, 48" DIA. 28 EACH $1,100.00 $30,800.00 100 $30,800.00
26 MANHOLE TYPE A, 60" DIA. 30 EACH $1,450.00 $43,500.00 100 $43,500.00
27 MANHOLE TYPE A, 72" DIA. 2 EACH $2,600.00 $5,200.00 100 $5,200.00
28 SPECIAL MANHOLE, 5'X4' BOX 1 EACH $4,800.00 $4,800.00 100 $4,800.00
29 SPECIAL MANHOLE, 6'X5' BOX 1 EACH $5,750.00 $5,750.00 100 $5,750.00
30 SPECIAL MANHOLE, 6'X6' BOX 1 EACH $7,500.00 $7,500.00 100 $7,500.00
31 CONC. FL. END SECT., 12" 4 EACH $750.00 $3,000.00 100 $3,000.00
32 CONC. FL. END SECT., 18" W/GRATE 1 EACH $850.00 $850.00 100 $850.00
33 CONC. FL. END SECT., 21" W/GRATE 1 EACH $900.00 $900.00 100 $900.00
34 CONC. FL. END SECT., 24" W/GRATE 2 EACH $975.00 $1,950.00 100 $1,950.00
35 CONC. FL. END SECT., 30"W/GRATE 5 EACH $1,350.00 $6,750.00 100 $6,750.00
36 CONC. FL. END SECT., 54" W/GRATE 1 EACH $2,650.00 $2,650.00 100 $2,650.00
37 STORM SERVICE 100 EACH $150.00 $15,000.00 100 $15,000.00
38 TRENCH BACKFILL 1,950 L.F. $12.00 $23,400.00 100 $23,400.00
SUBTOTAL= $630,171
RAINTREE VILLAGE - UN(T 1 3 OF 6
UNIT PERCENT
WATERMAIN QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 8" WM, DIP CL 52 W/FITGS 4,360 L.F. $21.00 $91,560.00 100 $91,560.00
2 12" WM, DIP CL 52 W/FITGS 620 L.F. $29.00 $17,980.00 100 $17,980.00
3 16" WM, DIP CL 52 W/FITGS 3,430 L.F. $46.00 $157,780.00 100 $157,780.00
4 8" VALVE IN 48" VAULT 15 EACH $1,500.00 $22,500.00 100 $22,500.00
5 12" VALVE IN 60" VAULT 4 EACH $2,600.00 $10,400.00 100 $10,400.00
6 16" VALVE IN 60" VAULT 7 EACH $6,400.00 $44,800.00 100 $44,800.00
7 FIRE HYD. W/AUX. VALVE &VALVE BOX 29 EACH $1,950.00 $56,550.00 100 $56,550.00
8 WATER SERVICE, SHORT, 1" W/B-BOX 47 EACH $375.00 $17,625.00 100 $17,625.00
9 WATER SERVICE, LONG, 1"W/B-BOX 53 EACH $900.00 $47,700.00 100 $47,700.00
10 16"X3/8" STEEL CASING 30 L.F. $65.00 $1,950.00 100 $1,950.00
11 PRESSURE CONNECTION, 12"X16"WNAULT 1 EACH $9,500.00 $9,500.00 100 $9,500.00
12 TRENCH BACKFILL 490 L.F. $16.00 $7,840.00 100 $7,840.00
SUBTOTAL= $486,185
UNIT PERCENT
EROSION CONTROL QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 STABILIZED CONSTRUCTION ENTRANCE 1 EACH $3,500.00 $3,500.0 100 $3,500.00
2 INLET EROSION CONTROL 119 EACH $180.00 $21,420. 0 100 $21,420.00
3 SILT FILTER FENCE & MAINTENANCE 10,100 L.F. $3.75 $37,875.00 '�� 100 $37,875.00
e
4 RIPRAP 230 C.Y. $42.50 $9,77 .00 100 $9,775.00
SUBTOTAL= 72,570
RAINTREE VILLAGE - UNIT 1 4 OF 6
UNIT PERCENT
MISCELLANEOUS QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 STREET LIGHT (COMPLETE) 32 EACH $3,500.00 $112,000.00 100 $112,000.00
SUBTOTAL= $112,000
UNIT PERCENT
LANDSCAPING QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
i��i 6 83.?3�
1 2-1/2" CAL. STREET TREES 388 EACH $370.00 $143,560.00 q'%Jog— $4-3;5e -N
2 6'TALL ORNAMENTAL TREES 73 EACH $225.00 $16,425.00 100 $16,425.00
3 8' TALL EVERGREEN TREES 107 EACH $250.00 $26,750.00 100 $26,750.00
4 DECIDUOUS SHRUBS, MIN. 24"TALL 121 EACH $35.00 $4,235.00 100 $4,235.00
5 ORNAMENTAL GRASSES 504 EACH $15.00 $7,560.00 100 $7,560.00
6 PERENNIALS 950 EACH $12.00 $11,400.00 100 $11,400.00
7 GROUNDCOVER 460 EACH $3.50 $1,610.00 100 $1,610.00
8 SOD - 6,800 S.Y. $2.50 $17,000.00 100 $17,000.00
9 MULCH 104 C.Y. $35.00 $3,640.00 100 $3,640.00
10 LAWN SEED W/E.C. BLANKET 10 ACRE $7,800.00 $78,000.00 100 $78,000.00
11 LOW PROFILE PRAIRIE SEED MIX W/E.C. BLANKET 5.5 ACRE $8,200.00 $45,100.00 100 $45,100.00
12 WET MESIC SEED MIX W/E.C. BLANKET 1.5 ACRE $8,200.00 $12,300.00 100 $12,300.00
RAINTREE VILLAGE - UNIT 1 5 OF 6
13 EMERGENT PLANTINGS 3.0 ACRE $7,000.00 $21,000.00 100 $21,000.00
14 NATIVE PLANTINGS 0.6 ACRE $8,200.00 $4,920.00 100 $4,920.00
15 ENTRANCE FEATURE 1.0 EACH $72,000.00 $72,000.00 100 $72,000.00
SUBTOTAL= $465,500 `ib�.� 6Z$• $°
TOTAL= $4,040,375.75 TOTAL COMPLETE $3,949,515.75
L.O.C. # 6231637 $1,012,000.00
L.O.C. # 104184456 $3,247,261.60
L.O.C. # 104184456 (ADDITIONAL $265,958.40
TOTAL L.O.C. AMOUNT, L= $4,525,220.00
AMOUNT OF WORK COMPLETED A $3,949,515.75
AMOUNT OF WORK TO BE DONE B $90,860.00
15% CONTINGENCY OF WORK COMPLETED C = 0.15XA $592,427.36
110% OF AMOUNT OF WORK TO BE DONE D = 1.10XB $99,946.00
PRIOR REDUCTION(S)APPROVED $689,483.87 $2,683,970.64 E $3,373,454.51
NET REDUCTION REQUESTED F=L-(C+D+E) ': 99 1
NET L.O.C. AMOUNT TO REMAIN G = C+D $692,373.36
RAINTREE VILLAGE - UNIT 1 6 OF 6
�J&-113
C/Ty Reviewed By:
J� 0 Legal ❑ City Council
EST. 1836 Finance
Es
1 Engineer
Agenda Item Tracking Number
. y City Administrator ❑
Consultant El w
<CE ��'�` ❑
City Council Agenda Item Summary Memo
Title: Raintree Village Unit 2—Bond Reduction#1
City Council/COW/Committee Agenda Date: 4/3/06 Public Works
Synopsis: This letter of credit reduction is based on work completed to date. The amount
of the reduction would be $2,571,787,42. The amount remaining would be
$880,058.84.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
r o United City of Yorkville Memo
800 Game Farm Road
EST 1836 Yorkville, Illinois 60560
Telephone: 630-553-8545
Fax: 630-553-3436
9 0
SCE
Date: March 21, 2006
To: John Crois, Interim City Administrator
From: Joe Wywrot, City Engineer
CC: Lisa Pickering,Office Assistant
Subject: Raintree Village Unit 4—Bond Reduction#1
Arch Insurance Company Bond# SU 500 4212
Attached find a request from Jacob &Hefner Associates, P.C. on behalf of Lennar
Communities of Chicago to reduce the bond for Raintree Village Unit 2. I have reviewed
the request and concur for the most part with the amount of work completed to date. The
request states 50% of the roadway surface course is paved, which is not true. The request
also did not use the correct original bond amount in the calculations,therefore the amount
of the reduction is incorrect. Lastly, the dollar amount of the bond was only for 100%of
the engineer's estimate rather than the required 110%. Since a significant amount of work
had already been performed when we received the bond, we decided to let it remain at the
lower amount and correct for it when the first reduction was made. Attached find a
spreadsheet showing the correct calculations.
I recommend that Arch Insurance Company Bond# SU 500 4212 for Raintree Village
Unit 2 be reduced by the amount of$2,571,787.42. The remaining amount in the bond
would be $880,058.84.
Please place this item on the Public Works Committee agenda of April 3, 2006 for
consideration.
21-Mar-06
Letter of Credit/Bond Reduction
Subdivision: Raintree Village- Unit 2 Onsite Work
Reduction No. 1
LOC/Bond
Approved Theoretical amount Actual amount Completed Reduction No.1 Amount to remain
Item Eno. Est. for LOC/Bond for LOC/Bond Work Amount after Red. No.1
Earthwork $757,500.00 $833,250.00 $757,500.00 $757,500.00 $643,875.00 $113,625.00
Pavement $915,438.00 $1,006,981.80 $915,438.00 $823,563.00 $690,841.05 $224,596.95
Sanitary Sewer $308,050.00 $338,855.00 $308,050.00 $308,050.00 $261,842.50 $46,207.50
Storm Sewer $447,395.00 $492,134.50 $447,395.00 $447,395.00 $380,285.75 $67,109.25
Watermain $487,968.00 $536,764.80 $487,968.00 $487,968.00 $414,772.80 $73,195.20
Erosion Control $45,403.00 $49,943.30 $45,403.00 $25,726.25 $19,899.64 $25,503.36
Miscellaneous $105,000.00 $115,500.00 $105,000.00 $105,000.00 $89,250.00 $15,750.00
Staking $67,683.26 $74,451.59 $67,683.26 $67,683.26 157,530.77 $10,152.49
Landscaping $317,409.00 $349,149.90 $317,409.00 $47,611.38 $13,489.91 $303,919.09
Totals $3,451,846.26 $3,797,030.89 $3,451,846.26 $3,070,496.89 $2,571,787.42 $880,058.84
Notes: 1) Remaining LOC/Bond amt. to be 15%of substantially completed items plus 110%of uncompleted items.
JACOB & HEFNER ASSOCIATES, P.C. 1900A BROO TERRACE,UIL 601810
ENGINEERS • SURVEYORS PHONE:630-942-9000•FAX:630-942-1774
March 15, 2006
Mr. Joseph A Wywrot, P.E.
City Engineer
City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Letter of Credit Reduction— Raintree Village Unit 2
Yorkville, IL
Dear Mr. Wywrot:
Enclosed for your approval is LOC reduction estimate for Raintree Village- Unit 2.
The site improvement letters of credit is in amount of $ 899,251.00 (LOC # SU5004212) with
additional amount of$ 2,552,595.26.
The gross letter of credit amount for Unit 2 is $ 3,451,846.26.
We are requesting a reduction of $ 2,403,195.48 for a gross letter of credit amount of
$1,048,650.78 to remain for Unit 2.
If you have any questions or require any additional information, please contact our office.
Sincerely yours,
Jacob & Hefner Associates, P.C.
Thakor P. Patel, P.E.
XC:
John Whitehouse, EEI
Rob Zoromski, Lennar Communities of Chicago
Steve Dragoo, Lennar Communities of Chicago
TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT • MUNICIPAL • SURVEYING
LOC REDUCTION FOR
CONSTRUCTION COST
PROJECT: RAINTREE VILLAGE - UNIT 2
YORKVILLE, ILLINOIS
DEVELOPER: LENNAR COMMUNITIES OF CHICAGO, LLC
PROJECT# D054A
LAST REV. 8-Mar-06
JACOB & HEFNER ASSOCIATES, P.C.
1901 S. MEYERS RD., SUITE 350
OAKBROOK TERRACE, IL 60181
(630)-942-9000
UNIT PERCENT
EARTHWORK QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 TOPSOIL STRIP TO STOCKPILE 112000 C.Y. $2.50 $280,000.00 100% $280,000.00
2 CLAY CUT TO FILL 155,000 C.Y. $3.00 $465,000.00 100% $465,000.00
3 TOPSOIL RESPREAD, 6" IN PONDS 5,000 C.Y. $2.50 $12,500.00 100% $12,500.00
SUBTOTAL= $757,500
UNIT
PAVEMENT QUANTITY UNIT PRICE AMOUNT
v
1 1.5" BIT. CONC. SURF. CSE., TY 2, MIX D, CLI 26,250 S.Y. $3.50 $91,875.00 „jg% O �4
2 2.5" BIT. CONC. BINDER CSE., TY 2, CLI 17,850 S.Y. $5.25 $93,712.50 100% $93,712.50
3 4.5" BIT. CONC. BINDER CSE., TY 2, CLI (2 LIFT) 8,400 S.Y. $9.00 $75,600.00 100% $75,600.00
4 10" CRUSHED AGG. BASE CSE., TYPE B 17,850 S.Y. $7.00 $124,950.00 100% $124,950.00
5 12" CRUSHED AGG. BASE CSE., TYPE B 8,400 S.Y. $8.00 $67,200.00 100% $67,200.00
6 3" BIT. CONC. SURF. CSE., TY 2, MIX D, CLI 2,400 S.Y. $6.75 $16,200.00 100% $16,200.00
7 10" CRUSHED AGG. BASE CSE., TYPE B 2,400 S.Y. $7.00 $16,800.00 100% $16,800.00
8 COMB. CONC. CURB & GUTTER, TYPE B-6.12 16,900 L.F. $10.00 $169,000.00 100% $169,000.00
9 P.C.C. SIDEWALK 86,700 S.F. $3.00 $260,100.00 10% $26,010.00
SUBTOTAL= $915,438
UNIT
SANITARY SEWER QUANTITY UNIT PRICE AMOUNT
1 8" SAN SEWER, PVC SDR 26 3,624 L.F. $20.00 $72,480.00 100% $72,480.00
2 8" SAN SEWER, PVC SDR 21 789 L.F. $30.00 $23,670.00 100% $23,670.00
3 10" SAN SEWER, PVC SDR 26 1,394 L.F. $30.00 $41,820.00 100% $41,820.00
RAINTREE VILLAGE - UNIT 2 1 OF 5
4 10" SAN SEWER, PVC SDR 21 528 L.F. $35.00 $18,480.00 100% $18,480.00
5 SAN MH, TYPE A, 48" DIA. 30 EACH $2,100.00 $63,000.00 100% $63,000.00
6 SAN SERVICE- SHORT 58 EACH $400.00 $23,200.00 100% $23,200.00
7 SAN SERVICE- LONG INCL. TBF 42 EACH $1,400.00 $58,800.00 100% $58,800.00
8 TRENCH BACKFILL 300 L.F. $22.00 $6,600.00 100% $6,600.00
SUBTOTAL= $308,050
UNIT
STORM SEWER QUANTITY UNIT PRICE AMOUNT
1 8" UNDER DRAIN W/STONE & FABRIC 523 L.F. $16.00 $8,368.00 100% $8,368.00
2 12" UNDER DRAIN W/STONE & FABRIC 993 L.F. $18.00 $17,874.00 100% $17,874.00
3 12" STORM SEWER, RCP, CL V 3,937 L.F. $17.00 $66,929.00 100% $66,929.00
4 15" STORM SEWER, RCP, CL V 2,147 L.F. $18.00 $38,646.00 100% $38,646.00
5 18" STORM SEWER, RCP, CL IV 417 L.F. $22.25 $9,278.25 100% $9,278.25
6 18" STORM SEWER, RCP CLIII 788 L.F. $20.50 $16,154.00 100% $16,154.00
7 21" STORM SEWER, RCP, CL IV 462 L.F. $27.50 $12,705.00 100% $12,705.00
8 21" STORM SEWER, RCP CLIII 837 L.F. $25.50 $21,343.50 100% $21,343.50
9 24" STORM SEWER, RCP, CL IV 414 L.F. $31.50 $13,041.00 100% $13,041.00
10 24" STORM SEWER, RCP CLIII 552 L.F. $29.75 $16,422.00 100% $16,422.00
11 27" STORM SEWER, RCP CLIII 183 L.F. $36.00 $6,588.00 100% $6,588.00
12 30" STORM SEWER, RCP, CL IV 430 L.F. $39.00 $16,770.00 100% $16,770.00
13 30" STORM SEWER, RCP CLIII 137 L.F. $37.50 $5,137.50 100% $5,137.50
14 36" STORM SEWER, RCP CLIII 203 L.F. $51.00 $10,353.00 100% $10,353.00
15 42" STORM SEWER, RCP CL III 551 L.F. $60.50 $33,335.50 100% $33,335.50
16 INLET TYPE A, 24" DIA. 45 EACH $600.00 $27,000.00 100% $27,000.00
17 CATCH BASIN TYPE B, 36" DIA. 30 EACH $1,000.00 $30,000.00 100% $30,000.00
18 CATCH BASIN TYPE A, 48" DIA. 6 EACH $1,200.00 $7,200.00 100% $7,200.00
19 CATCH BASIN TYPE A, 60" DIA. 1 EACH $1,800.00 $1,800.00 100% $1,800.00
RAINTREE VILLAGE - UNIT 2 2 OF 5
20 MANHOLE TYPE A, 36" DIA. 9 EACH $900.00 $8,100.00 100% $8,100.00
21 MANHOLE TYPE A, 48" DIA. 16 EACH $1,100.00 $17,600.00 100% $17,600.00
22 MANHOLE TYPE A, 60" DIA. 10 EACH $1,450.00 $14,500.00 100% $14,500.00
23 MANHOLE TYPE A, 72" DIA. 2 EACH $2,600.00 $5,200.00 100% $5,200.00
24 TEE MANHOLE, 42" 2 EACH $3,850.00 $7,700.00 100% $7,700.00
25 CONC. FL. END SECT., 15"W/GRATE 1 EACH $800.00 $800.00 100% $800.00
26 CONC. FL. END SECT., 36"W/GRATE 1 EACH $2,150.00 $2,150.00 100% $2,150.00
27 STORM SERVICE 100 EACH $150.00 $15,000.00 100% $15,000.00
28 TRENCH BACKFILL 1,450 L.F. $12.00 $17,400.00 100% $17,400.00
SUBTOTAL= $447,395
UNIT
WATERMAIN QUANTITY UNIT PRICE AMOUNT
1 8"WM, DIP CL 52 W/FITGS 5,446 L.F. $21.00 $114,366.00 100% $114,366.00
2 16"WM, DIP CL 52 W/FITGS 3,012 L.F. $46.00 $138,552.00 100% $138,552.00
3 8"VALVE IN 48" VAULT 16 EACH $1,500.00 $24,000.00 100% $24,000.00
4 16" BUTTERFLY VALVE IN 60"VAULT 9 EACH $6,400.00 $57,600.00 100% $57,600.00
5 FIRE HYD. W/AUX. VALVE & VALVE BOX 31 EACH $1,950.00 $60,450.00 100% $60,450.00
6 WATER SERVICE, SHORT, 1" W/B-BOX 40 EACH $375.00 $15,000.00 100% $15,000.00
7 WATER SERVICE, LONG, 1" W/B-BOX 60 EACH $900.00 $54,000.00 100% $54,000.00
8 PRESSURE CONNECTION, 8"X8" W/VAULT 1 EACH $4,800.00 $4,800.00 100% $4,800.00
9 TRENCH BACKFILL 1,200 L.F. $16.00 $19,200.00 100% $19,200.00
SUBTOTAL= $487,968
RAINTREE VILLAGE - UNIT 2 3 OF 5
UNIT
EROSION CONTROL QUANTITY UNIT PRICE AMOUNT
1 STABILIZED CONSTRUCTION ENTRANCE 1 EACH $3,500.00 $3,500.00 100% $3,500.00
2 INLET EROSION CONTROL 103 EACH $180.00 $18,540.00 50% $9,270.00
3 SILT FILTER FENCE & MAINTENANCE 5,550 L.F. $3.75 $20,812.50 50% $10,406.25
4 RIPRAP 60 C.Y. $42.50 $2,550.00 100% $2,550.00
---- .
SUBTOTAL= $45,403 a.5- .z57
UNIT
MISCELLANEOUS QUANTITY UNIT PRICE AMOUNT
1 STREET LIGHT (COMPLETE) 30 EACH $3,500.00 $105,000.00 100% $105,000.00
SUBTOTAL= $105,000
RAINTREE VILLAGE - UNIT 2 4 OF 5
UNIT
LANDSCAPING QUANTITY UNIT PRICE AMOUNT
SEE FOLLOWING PAGES $317,409
SUBTOTAL= $317,409 15% $47,611.38
TOTAL= $3,384,161.95 TOTAL COMPLETE $2,814,660.38
L.O.C.#SU5004212 $899,251.00 15% CONT. REQ.
L.O.C.#SU5004212 (ADD'L) $2,552,595.26
CONST. STAKING
TOTAL L.O.C.AMOUNT= $3,451,846.26 TOTAL REDUCTION
AMOUNT OF WORK COMPLETED A $2,814,660.38
AMOUNT OF WORK TO BE DONE B $569,501.57
15%CONTINGENCY OF WORK COMPLETED C = 0.15XA $422,199.06
110% OF AMOUNT OF WORK TO BE DONE D = 1.10XB $626,451.73
PRIOR REDUCTION(S) APPROVED E $0.00
NET REDUCTION REQUESTED F=L-(C+D+E)
NET L.O.C. AMOUNT TO REMAIN G = C+D $1,048,650.78
RAINTREE VILLAGE - UNIT 2 5 OF 5
�1b
♦,��D Clr1, Reviewed By:
J? 0� Legal F1 City Council
Finance ❑
EST. � ., x1836 � �i.J .3J-si1o6
Engineer
Agenda Item Tracking Number
City Administrator ❑ W J Consultant El � � �
<<E
City Council Agenda Item Summary Memo
Title: Raintree Village Unit 3 —Bond Reduction#1
City Council/COW/ Committee Agenda Date: 4/3/06 Public Works
Synopsis: This letter of credit reduction is based on work completed to date. The amount
of the reduction would be$1,546,304.39. The amount remaining would be
$649,226.23.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
o United City of Yorkville Memo
416 800 Game Farm Road
EST. -� 1836 Yorkville, Illinois 60560
^�- Telephone: 630-553-8545
p Fax: 630-553-3436
Op
Date: March 21, 2006
To: John Crois, Interim City Administrator
From: Joe Wywrot, City Engineer 0
CC: Liss-Pickering, Office Assistant
Subject: Raintree Village Unit 3 —Bond Reduction#1
Arch Insurance Company Bond# SU 500 4211
Attached find a request from Jacob &Hefner Associates, P.C. on behalf of Lennar
Communities of Chicago to reduce the bond for Raintree Village Unit 3. I have reviewed
the request and concur for the most part with the amount of work completed to date. The
request states 50% of the roadway surface course is paved, which is not true. The request
also did not use the correct original bond amount in the calculations, therefore the amount
of the reduction is incorrect. Lastly, the dollar amount of the bond was only for 100%of
the engineer's estimate rather than the required 110%. Since a significant amount of work
had already been performed when we received the bond, we decided to let it remain at the
lower amount and correct for it when the first reduction was made. Attached find a
spreadsheet showing the correct calculations.
I recommend that Arch Insurance Company Bond# SU 500 4211 for Raintree Village
Unit 3 be reduced by the amount of$1,546,304.39. The remaining amount in the bond
would be$649,226.23. ,
Please place this item on the Public Works Committee agenda of April 3, 2006 for
consideration.
21-Mar-06
Letter of Credit/Bond Reduction
Subdivision: Raintree Village- Unit 3 Onsite Work
Reduction No. 1
LOC/Bond
Approved Theoretical amount Actual amount Completed Reduction No.1 Amount to remain
Item Eng. Est. for LOC/Bond for LOC/Bond Work Amount after Red. No.1
Earthwork $413,500.00 $454,850.00 $413,500.00 $413,500.00 $351,475.00 $62,025.00
Pavement $451,233.00 $496,356.30 $451,233.00 $307,183.75 $246,701.26 $204,531.74
Sanitary Sewer $388,983.00 $427,881.30 $388,983.00 $388,983.00 $330,635.55 $58,347.45
Storm Sewer $258,946.00 $284,840.60 $258,946.00 $258,946.00 $220,104.10 $38,841.90
Watermain $333,584.00 $366,942.40 $333,584.00 $333,584.00 $283,546.40 $50,037.60
Erosion Control $39,600.00 $43,560.00 $39,600.00 $23,887.50 $18,733.13 $20,866.88
Miscellaneous $70,000.00 $77,000.00 $70,000.00 $70,000.00 $59,500.00 $10,500.00
Staking $43,049.62 $47,354.58 $43,049.62 $43,049.62 $36,592.18 $6,457.44
Landscaping $196,635.00 $216,298.50 $196,635.00 $19,663.45 983.22 $197,618.22
Totals $2,195,530.62 $2,415,083.68 $2,195,530.62 $1,858,797.32 $1,546,304.39 $649,226.23
Notes: 1) Remaining LOC/Bond amt. to be 15%of substantially completed items plus 110%of uncompleted items.
X* JACOB & HEFNER ASSOCIATES, P.C. 1910 BROOK TERRAC ES,UL 01811
ENGINEERS • SURVEYORS PHONE:630-942-9000•FAX:630-942-1774
March 15, 2006
Mr. Joseph A Wywrot, P.E.
City Engineer
City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Letter of Credit Reduction— Raintree Village Unit 3
Yorkville, IL
Dear Mr. Wywrot:
Enclosed for your approval is LOC reduction estimate for Raintree Village- Unit 3.
The site improvement letters of credit is in amount of $ 507,472.00 (LOC # SU5004211) with
additional amount of$ 1,688,058.62.
The gross letter of credit amount for Unit 3 is $ 2,195,530.62.
We are requesting a reduction of $1,574,690.84 for a gross letter of credit amount of $620,839.79
to remain for Unit 3.
If you have any questions or require any additional information, please contact our office.
Sincerely yours,
Jacob & Hefner Associates, P.C.
t
Thakor P. Patel, P.E.
XC:
John Whitehouse, EEI
Rob Zoromski, Lennar Communities of Chicago
Steve Dragoo, Lennar Communities of Chicago
TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT MUNICIPAL SURVEYING
LOC REDUCTION FOR
CONSTRUCTION COST
PROJECT: RAINTREE VILLAGE - UNIT 3
YORKVILLE, ILLINOIS
DEVELOPER: LENNAR COMMUNITIES OF CHICAGO, LLC
PROJECT # D-0546
REVISED: 8-Mar-06
JACOB & HEFNER ASSOCIATES, P.C.
1901 S. MEYERS RD., SUITE 350
OAKBROOK TERRACE, IL 60181
(630)-942-9000
UNIT PERCENT
EARTHWORK QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 TOPSOIL STRIP TO STOCKPILE 38800 C.Y. $2.50 $97,000.00 100% $97,000.00
2 CLAY CUT TO FILL 104,000 C.Y. $3.00 $312,000.00 100% $312,000.00
3 TOPSOIL RESPREAD, 6"IN PONDS 1,800 C.Y. $2.50 $4,500.00 100% $4,500.00
SUBTOTAL= $413,500
UNIT PERCENT
PAVEMENT QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 1.5"BIT. CONC. SURF. CSE., TY 2, MIX D, CLI 13,190 S.Y. $3.50 $46,165.00 - p -$2+-6fe- f) n
2 2.5 BIT. CONC. BINDER CSE.,TY 2, CLI 8,200 S.Y. $5.25 $43,050.00 100% $43,050.00
3 4.5"BIT. CONC. BINDER CSE.,TY 2,CLI(2 LIFT) 4,990 S.Y. $9.00 $44,910.00 100% $44,910.00
4 10"CRUSHED AGG. BASE CSE.,TYPE B 8,200 S.Y. $7.00 $57,400.00 100% $57,400.00
5 12"CRUSHED AGG. BASE CSE.,TYPE B 4,990 S.Y. $8.00 $39,920.00 100% $39,920.00
6 3"BIT. CONC. SURF. CSE.,TY 2, MIX D, CLI 1,150 S.Y. $6.75 $7,762.50 50% $3,881.25
7 10"CRUSHED AGG. BASE CSE., TYPE B 1,150 S.Y. $7.00 $8,050.00 50% $4,025.00
8 COMB. CONC. CURB&GUTTER,TYPE B-6.12 10,400 L.F. $10.00 $104,000.00 100% $104,000.00
9 P.C.C. SIDEWALK 33,325 S.F. $3.00 $99,975.00 10% $9,997.50
3,i 7, X'43.-75-
SUBTOTAL= $451,233
UNIT PERCENT
SANITARY SEWER QUANTITY UNIT PRICE MA OUNT COMPLETE AMOUNT
1 8"SAN SEWER, PVC SDR 26 2,832 L.F. $20.00 $56,640.00 100% $56,640.00
2 10"SAN SEWER, PVC SDR 26 812 L.F. $30.00 $24,360.00 100% $24,360.00
3 10"SAN SEWER, PVC SDR 21 329 L.F. $35.00 $11,515.00 100% $11,515.00
4 6"DIP CL52 FORCE MAIN 3,605 L.F. $17.50 $63,087.50 100% $63,087.50
5 SAN MH,TYPE A,48"DIA. 17 EACH $2,100.00 $35,700.00 100% $35,700.00
6 SAN SERVICE-SHORT 53 EACH $400.00 $21,200.00 100% $21,200.00
7 SAN SERVICE-LONG INCL. TBF 33 EACH $1,400.00 $46,200.00 100% $46,200.00
8 TRENCH BACKFILL 240 L.F. $22.00 $5,280.00 100% $5,280.00
RAINTREE VILLAGE -UNIT 3 1 OF 4
9 SANITARY LIFT STATION 1 L.S. $125,000.00 $125,000.00 100% $125,000.00
SUBTOTAL= $388,983
UNIT PERCENT
STORM SEWER QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 8"STORM SEWER, PVC SDR 35 267 L.F. $15.00 $4,005.00 100% $4,005.00
2 12"STORM SEWER, RCP, CL V 2,883 L.F. $17.00 $49,011.00 100% $49,011.00
3 15"STORM SEWER, RCP, CL V 494 L.F. $18.00 $8,892.00 100% $8,892.00
4 18"STORM SEWER, RCP, CL IV 344 L.F. $22.25 $7,654.00 100% $7,654.00
5 18"STORM SEWER, RCP CLIII 657 L.F. $20.50 $13,468.50 100% $13,468.50
6 21"STORM SEWER, RCP CLIII 103 L.F. $25.50 $2,626.50 100% $2,626.50
7 24"STORM SEWER, RCP, CL IV 434 L.F. $31.50 $13,671.00 100% $13,671.00
8 30"STORM SEWER, RCP CLIII 198 L.F. $37.50 $7,425.00 100% $7,425.00
9 36"STORM SEWER, RCP CL IV 336 L.F. $53.00 $17,808.00 100% $17,808.00
10 36"STORM SEWER, RCP CLIII 695 L.F. $51.00 $35,445.00 100% $35,445.00
11 INLET TYPE A,24"DIA. 21 EACH $600.00 $12,600.00 100% $12,600.00
12 CATCH BASIN TYPE A, 36"DIA, 17 EACH $1,000.00 $17,000.00 100% $17,000.00
13 CATCH BASIN TYPE A,48"DIA. 3 EACH $1,200.00 $3,600.00 100% $3,600.00
14 MANHOLE TYPE A, 36"DIA. - 9 EACH $900.00 $8,100.00 100% $8,100.00
15 MANHOLE TYPE A, 48"DIA. 8 EACH $1,100.00 $8,800.00 100% $8,800.00
16 MANHOLE TYPE A,60"DIA. 9 EACH $1,450.00 $13,050.00 100% $13,050.00
17 MANHOLE TYPE A,72"DIA. 2 EACH $2,600.00 $5,200.00 100% $5,200.00
18 CONC. FL. END SECT., 18"W/GRATE 3 EACH $850.00 $2,550.00 100% $2,550.00
19 CONC. FL. END SECT., 36"W/GRATE 2 EACH $1,750.00 $3,500.00 100% $3,500.00
20 STORM SERVICE 86 EACH $150.00 $12,900.00 100% $12,900.00
21 TRENCH BACKFILL 970 L.F. $12.00 $11,640.00 100% $11,640.00
SUBTOTAL= $258,946
UNIT PERCENT
WATERMAIN QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 8"WM, DIP CL 52 W/FITGS 2,845 L.F. $21.00 $59,745.00 100% $59,745.00
RAINTREE VILLAGE -UNIT 3 2 OF 4
2 16"WM, DIP CL 52 W/FITGS 2,129 L.F. $46.00 $97,934.00 100% $97,934.00
3 8"VALVE IN 48"VAULT 10 EACH $1,500.00 $15,000.00 100% $15,000.00
4 16"VALVE IN 60"VAULT 5 EACH $6,400.00 $32,000.00 100% $32,000.00
5 FIRE HYD.W/AUX. VALVE&VALVE BOX 17 EACH $1,950.00 $33,150.00 100% $33,150.00
6 WATER SERVICE, SHORT, 1"W/B-BOX 37 EACH $375.00 $13,875.00 100% $13,875.00
7 WATER SERVICE, LONG, 1"W/B-BOX 49 EACH $900.00 $44,100.00 100% $44,100.00
8 16"X3/8"STEEL CASING 20 L.F. $65.00 $1,300.00 100% $1,300.00
9 TRENCH BACKFILL 2,280 L.F. $16.00 $36,480.00 100% $36,480.00
SUBTOTAL= $333,584
UNIT PERCENT
EROSION CONTROL QUANTITY UNIT PRICE AMOU T COMPLETE AMOUNT
1 STABILIZED CONSTRUCTION ENTRANCE 1 EACH $3,500.00 $3,500.00 100% $3,500.00
2 INLET EROSION CONTROL 60 EACH $180.00 $10,800.00 50% $5,400.00
3 SILT FILTER FENCE &MAINTENANCE 5,500 L.F. $3.75 $20,625.00 50% $10,312.50
4 RIPRAP 110 C.Y. $42.50 $4,675.00 100% $4,675.00
SUBTOTAL= $39,600 x-13 827.50
RAINTREE VILLAGE - UNIT 3 3 OF 4
UNIT PERCENT
MISCELLANEOUS QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 STREET LIGHT(COMPLETE) 20 EACH $3,500.00 $70,000.00 100% $70,000.00
SUBTOTAL= $70,000
UNIT PERCENT
LANDSCAPING QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
SEE FOLLOWING SHEETS $196,636
SUBTOTAL= $196,635 10% $19,663.45
TOTAL= $2,152,480.00 TOTAL COMPL. $1,838,829.70
L.O.C.#SU5004211 $507,472.00 15% CONT. REQ.
L.O.C.#SU5004211 (ADD'Ll $1,688,058.62
CONST.STAKING
TOTAL L.O.C.AMOUNT= $2,195,530.62 TOTAL REDCTN.
AMOUNT OF WORK COMPLETED A $1,838,829.70
AMOUNT OF WORK TO BE DONE B $313,650.30
15%CONTINGENCY OF WORK COMPLETED C=0.15XA $275,824.46
110% OF AMOUNT OF WORK TO BE DONE D= 1.10XB $345,015.33
PRIOR REDUCTION(S)APPROVED E $0.00
NET REDUCTION REQUESTED F=L-(C+D+E) k76 €> k
NET L.O.C.AMOUNT TO REMAIN G=C+D $620,839.79
RAINTREE VILLAGE - UNIT 3 4 OF 4
Reviewed By:
J� 00 Legal ❑ City Council
Finance ❑
Esr: , :leas Engineer � � �lz.Jab
y City Administrator ❑ Agenda Item Tracking Number
Consultant ❑
ALE
City Council Agenda Item Summary Memo
Title: Raintree Village Unit 4—Letter of Credit Reduction#1
City Council/ COW/Committee Agenda Date: 4/3/06 Public Works
Synopsis: This letter of credit reduction is based on work completed to date. The amount
of the reduction would be$374,881.88. The amount remaining would be
$594,052.64.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
United City of Yorkville Memo
800 Game Farm Road
Esr. 1 _1836 Yorkville, Illinois 60560
Telephone: 630-553-8545
Fax: 630-553-3436
ALE
Date: March 21, 2006
To: John Crois, Interim City Administrator
From: Joe Wywrot, City Engineer
CC: Lisa Pickering,Office Assistant
Subject: Raintree Village Unit 4—Letter of Credit Reduction#1
Fidelity Guaranty&Acceptance Corp. LOC#FGAC-05372
Attached find a request from Jacob &Hefner Associates, P.C. on behalf of Lennar
Communities of Chicago to reduce the earthwork letter of credit for Raintree Village
Unit 4. I have reviewed the request and concur with the amount of work completed to
date. The request,however, did not use the correct original letter of credit amount in the
calculations, therefore the amount of the reduction is incorrect. Attached find a
spreadsheet showing the correct calculations.
I recommend that Fidelity Guaranty&Acceptance Corp. LOC#FGAC-05372 for
Raintree Village Unit 4 be reduced by the amount of$374,881.88. The remaining amount
in the letter of credit would be$594,052.64.
Please place this item on the Public Works Committee agenda of April 3, 2006 for
consideration.
21-Mar-06
Letter of Credit/Bond Reduction
Subdivision: Raintree Village- Unit 4 Earthwork only
Reduction No. 1
LOC/Bond
Approved Original amount Completed Reduction No.1 Amount to remain
Item Eng. Est. for LOC/Bond Work Amount after Red. No.1
Earthwork $464,250.00 $510,675.00 $394,612.50 $374,881.88 $135,793.13
Storm Sewer $105,933.00 $116,526.30 $0.00 $0.00 $116,526.30
Erosion Control $122,015.00 $134,216.50 $0.00 $0.00 $134,216.50
Staking $17,271.56 $18,998.72 $0.00 $0.00 $18,998.72
Landscaping $171,380.00 $188,518.00 $0.00 $0.00 $188,518.00
Totals $880,849.56 $968,934.52 $394,612.50 $374,881.88 $594,052.64
Notes: 1) Remaining LOC/Bond amt. to be 15%of substantially completed items plus 110% of uncompleted items.
JACOB &HEFNER ASSOCIATES, PC. 1901 S. BROOK ROAD•SUITE 181
OAKBROOK TERRACE, IL 60181
ENGINEERS - SURVEYORS PHONE:630-942-9000•FAX:630-942-1774
March 15, 2006
Mr. Joseph A Wywrot, P.E.
City Engineer
City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Letter of Credit Reduction— Raintree Village Unit 4(Mass Grading)
Yorkville, IL
Dear Mr. Wywrot:
Enclosed for your approval is LOC reduction estimate for Raintree Village- Unit 4.
The mass grading letter of credit is in amount of$968,935.00(LOC # FGAC-05372).
We are requesting a reduction of$393,881.63 for a gross letter of credit amount of $575,053.38 to
remain for Unit 4.
If you have any questions or require any additional information, please contact our office.
Sincerely yours,
Jacob & Hefner Associates, P.C.
Thakor P. Patel, P.E.
XC:
John Whitehouse, EEI
Rob Zoromski, Lennar Communities of Chicago
Steve Dragoo, Lennar Communities of Chicago
TRANSPORTATION • WATER RESOURCES - LAND DEVELOPMENT - MUNICIPAL • SURVEYING
LOC REDUCTION FOR
MASS GRADE CONSTRUCTION COST
PROJECT: RAINTREE VILLAGE - UNIT 4
YORKVILLE, ILLINOIS
DEVELOPER: LENNAR COMMUNITIES OF CHICAGO, LLC
PROJECT# D054C
LAST REV. 8-Mar-06
JACOB & HEFNER ASSOCIATES, P.C.
1901 S. MEYERS ROAD, SUITE 350
OAKBROOK TERRACE, IL 60181
(630)-942-9000
UNIT PERCENT AMOUNT
EARTHWORK QUANTITY UNIT PRICE AMOUNT COMPLETE
1 TOPSOIL STRIP TO STOCKPILE 32,500 C.Y. $2.50 $81,250.00 85 $69,062.50
2 CLAY CUT TO FILL 121,000 C.Y. $3.00 $363,000.00 85 $308,550.00
3 TOPSOIL RESPREAD, 6" IN PONDS 8,000 C.Y. $2.50 $20,000.00 85 $17,000.00
SUBTOTAL= $464,250
UNIT PERCENT AMOUNT
STORM SEWER QUANTITY UNIT PRICE AMOUNT COMPLETE
1 8" STORM SEWER, PVC SDR 26 948 L.F. $16.00 $15,168.00 0 $0.00
2 12" STORM SEWER, RCP, CL V 152 L.F. $17.00 $2,584.00 0 $0.00
3 15" STORM SEWER, RCP, CL V 141 L.F. $18.00 $2,538.00 0 $0.00
4 21" STORM SEWER, RCP, CL IV 158 L.F. $27.50 $4,345.00 0 $0.00
5 24" STORM SEWER, RCP, CL IV 606 L.F. $34.00 $20,604.00 0 $0.00
6 27" STORM SEWER, RCP, CL IV 121 L.F. $36.00 $4,356.00 0 $0.00
7 42" STORM SEWER, RCP CL III 295 L.F. $62.50 $18,437.50 0 $0.00
8 INLET TYPE A, 24" DIA. 5 EACH $600.00 $3,000.00 0 $0.00
9 CATCH BASIN TYPE A, 60" DIA. 1 EACH $1,800.00 $1,800.00 0 $0.00
10 MANHOLE TYPE A, 60" DIA. 6 EACH $1,450.00 $8,700.00 0 $0.00
11 MANHOLE TYPE A, 72" DIA. 1 EACH $5,000.00 $5,000.00 0 $0.00
12 MANHOLE, TYPE A, 84" DIA. 1 EACH $5,200.00 $5,200.00 0 $0.00
13 CONC. FL. END SECT., 21"W/GRATE 1 EACH $900.00 $900.00 0 $0.00
14 CONC. FL. END SECT., 24"W/GRATE 4 EACH $1,200.00 $4,800.00 0 $0.00
15 CONC. FL. END SECT., 27"W/GRATE 1 EACH $1,500.00 $1,500.00 0 $0.00
16 CONC. FL. END SECT., 42"W/GRATE 1 EACH $2,200.00 $2,200.00 0 $0.00
17 STORM SERVICE 32 EACH $150.00 $4,800.00 0 $0.00
SUBTOTAL= $105,933
RAINTREE VILLAGE - UNIT 4 1 OF 2
UNIT PERCENT AMOUNT
EROSION CONTROL QUANTITY UNIT PRICE AMOUNT COMPLETE
1 STABILIZED CONSTRUCTION ENTRANCE 1 EACH $3,500.00 $3,500.00 0 $0.00
2 INLET EROSION CONTROL 115 EACH $180.00 $20,700.00 0 $0.00
3 SILT FILTER FENCE&MAINTENANCE 9,400 L.F. $3.75 $35,250.00 0 $0.00
4 RIPRAP 178 C.Y. $42.50 $7,565.00 0 $0.00
5 SEEDING (SCHOOL SITE) 22 ACRES $2,500.00 $55,000.00 0 $0.00
SUBTOTAL= $122,015
LANDSCAPING(BY GWA) $171,380.00
TOTAL= $863,577.50 TOTAL COMPLETE $394,612.50
L.O.C.#FGAC-05372 $968,935.00
TOTAL L.O.C.AMOUNT L= $968,935.00
AMOUNT OF WORK COMPLETED A $394,612.50
AMOUNT OF WORK TO BE DONE B $468,965.00
15% CONTINGENCY OF WORK COMPLETED C=0.15XA $59,191.88
110% OF AMOUNT OF WORK TO BE DONE D= 1.10XB $515,861.50
PRIOR REDUCTION(S)APPROVED E $0.00
NET REDUCTION REQUESTED F=L-(C+D+E) M.
NET NET L.O.C.AMOUNT TO REMAIN G=C+D $575,053.38
RAINTREE VILLAGE - UNIT 4 2 OF 2
N64�
Reviewed By:
J= �-c� ❑ City Council
Legal
Finance ❑
M. _ ;,1836 Engineer O 3 a.l
City Administrator El
Item Tracking Number
Consultant
El
�` D l�
? ❑
SCE
City Council Agenda Item Summary Memo
Title: Raintree Village Unit 5 —Earthwork Letter of Credit Reduction#2
City Council/COW/Committee Agenda Date: 4/3/06 Public Works
Synopsis: This letter of credit reduction is based on work completed to date. The amount
of the reduction would be$70,213.41. The amount remaining would be
$89,775.78.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
United City of Yorkville Memo
800 Game Farm Road
1836 Yorkville, Illinois 60560
Telephone: 630-553-8545
�� '� p• Fax: 630-553-3436
LE
Date: March 21, 2006
To: John Crois, Interim City Admini trator ' \
From: Joe Wywrot, City Engineer U
CC: Lisa.Pickering, Office Assistant
Subject: Raintree Village Unit 5 —Earthwork Letter of Credit Reduction#2
Fidelity Guaranty&Acceptance Corp. LOC#FGAC-04325
Attached find a request from Jacob &Hefner Associates, P.C. on behalf of Lennar
Communities of Chicago to reduce the earthwork letter of credit for Raintree Village
Unit 5. I have reviewed the request and concur with the amount of work completed to
date. The request, however, did not use the correct original letter of credit amount in the
calculations, therefore the amount of the reduction is incorrect. Attached find a
spreadsheet showing the correct calculations.
I recommend that Fidelity Guaranty&Acceptance Corp. LOC #FGAC-04325 for
Raintree Village Unit 5 be reduced by the amount of$70,213.41. The remaining amount
in the letter of credit would be$89,775.78.
Please place this item on the Public Works Committee agenda of April 3, 2006 for
consideration.
21-Mar-06
Letter of Credit/Bond Reduction
Subdivision: Raintree Village-Unit 5 Earthwork/Erosion &Sediment Control
Reduction No. 2
LOC/Bond
Approved Original amount Amount after Substantially complete Reduction No.2 Amount to remain
Item Eng. Est. for LOC/Bond Red. No. 1 prior to Red. No.2 Amount after Red. No.1
Earthwork $460,000.00 $506,000.00 $134,550.00 $460,000.00 $65,550.00 $69,000.00
Erosion Control $30,885.00 $33,973.50 $19,303.13 $15,442.50 $0.01 $19,303.13
Staking $9,817.70 $9,817.70 $6,136.06 $9,817.70 $4,663.41 $1,472.66
Totals $500,702.70 $549,791.20 $159,989.19 $485,260.20 $70,213.41 $89,775.78
Notes: 1) Remaining LOC/Bond amt.to be 15%of substantially completed items plus 110%of uncompleted items.
JACOB & HEFNER ASSOCIATES, P.C. 1900A BROO TERRACE, IL o;s°
ENGINEERS • SURVEYORS PHONE:630-942-9000•FAX:630-942-1774
March 15, 2006
Mr. Joseph A Wywrot, P.E.
City Engineer
City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Letter of Credit Reduction— Raintree Village Unit 5
Yorkville, IL
Dear Mr. Wywrot:
Enclosed for your approval is LOC reduction estimate for Raintree Village- Unit 5.
The Unit 5 has two different letters of credits.
The mass grading letter of credit (LOC # FGAC-04325) is in amount of $549,791.00
The site improvement letters of credit is in amount of$2,436,108.84 (LOC # FGAC-05167).
The gross letter of credit amount for Unit 5 is $2,985,899.84.
The previous reduction approved is $389,802.01
We are requesting a new reduction of $1,700,909.64 for a gross letter of credit amount of
$895,188.21 to remain for Unit 5.
If you have any questions or require any additional information, please contact our office.
Sincerely yours,
Jacob & Hefner Associates, P.C.
qk 64---
Thakor P. Patel, P.E.
XC:
John Whitehouse, EEI,
Rob Zoromski, Lennar Communities of Chicago
Steve Dragoo, Lennar Communities of Chicago
TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT • MUNICIPAL • SURVEYING
LOC REDUCTION FOR
MASS GRADING CONSTRUCTION COST
PROJECT: RAINTREE VILLAGE - UNIT 5
YORKVILLE, ILLINOIS
DEVELOPER: LENNAR COMMUNITIES OF CHICAGO, LLC
PROJECT# D-054D
LAST REV. 8-Mar-06
JACOB & HEFNER ASSOCIATES, P.C.
1901 S. MEYERS RD., SUITE 350
OAKBROOK TERRACE, IL 60181
(630)-942-9000
UNIT PERCENT
EARTHWORK QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 TOPSOIL STRIP TO STOCKPILE 48,400 C.Y. $2.50 $121,000.00 100 $121,000.00
2 CLAY CUT TO FILL 113,000 C.Y. $3.00 $339,000.00 100 $339,000.00
SUBTOTAL= $460,000
UNIT PERCENT
EROSION CONTROL QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 STABILIZED CONSTRUCTION ENTRANCE 1 EACH $3,500.00 $3,500.00 50 $1,750.00
2 INLET EROSION CONTROL 89 EACH $180.00 $16,020.00 50 $8,010.00
3 SILT FILTER FENCE&MAINTENANCE 2,260 L.F. $3.75 $8,475.00 50 $4,237.50
4 RIPRAP 68 C.Y. $42.50 $2,890.00 50 $1,445.00
SUBTOTAL= $30,885 «1'{'t7"
TOTAL= $490,885.00 TOTAL COMPLETE $475,442.50
L.O.C.#FGAC-04325 $549,791.00
TOTAL L.O.C.AMOUNT L= $549,791.00
AMOUNT OF WORK COMPLETED A $475,442.50
AMOUNT OF WORK TO BE DONE B $15,442.50
15%CONTINGENCY OF WORK COMPLETED C=0.15XA $71,316.38
110%OF AMOUNT OF WORK TO BE DONE D=1.10XB $16,986.75
PRIOR REDUCTIONS)APPROVED E $389,802.01
NET REDUCTION REQUESTED F=L-(C+D+E)
NET L.O.C.AMOUNT TO REMAIN G=C+D $88,303.13
RAINTREE VILLAGE-UNIT 5 1 OF 1
N e7
cl p. . Reviewed By:
J2 p-c� City Council
Legal F1
Finance ❑
Esr ` 1836 Engineer
City Administrator ❑ U Agenda Item Tracking Number
Consultant ❑ T w d (t-) -�
LE
City Council Agenda Item Summary Memo
Title: Raintree Village Unit 5- Sitework Letter of Credit Reduction#1
City Council/ COW/Committee Agenda Date: 4/3/06 Public Works
Synopsis: This letter of credit reduction is based on work completed to date. The amount
of the reduction would be $1,581,230.73. The amount remaining would be
$854,878.11.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
r o United City of Yorkville Memo
800 Game Farm Road
Es, 1 1836 Yorkville, Illinois 60560
y Telephone: 630-553-8545
Fax: 630-553-3436
LE
Date: March 21, 2006
To: John Crois, Interim City Administrator
From: Joe Wywrot, City Engineer
CC: Lisa Pickering, Office Assistant
Subject: Raintree Village Unit 5— Sitework Letter of Credit Reduction#1
Fidelity Guaranty&Acceptance Corp. LOC#FGAC-05167
Attached find a request from Jacob &Hefner Associates,P.C. on behalf of Lennar
Communities of Chicago to reduce the sitework letter of credit for Raintree Village
Unit 5. I have reviewed the request and in general concur with the amount of work
completed to date. The request states that 50%of the pavement surface course has been
paved, which is not correct. The request also did not use the correct original letter of
credit amount in the calculations, therefore the amount of the reduction is incorrect.
Attached find a spreadsheet showing the correct calculations.
I recommend that Fidelity Guaranty&Acceptance Corp. LOC#FGAC-05167 for
Raintree Village Unit 5 be reduced by the amount of$1,581,230.73. The remaining
amount in the letter of credit would be$854,878.11.
Please place this item on the Public Works Committee agenda of April 3, 2006 for
consideration.
21-Mar-06
Letter of Credit/Bond Reduction
Subdivision: Raintree Village-Unit 5 Onsite Work
Reduction No. 1
LOC/Bond
Approved Original amount Completed Reduction No.1 Amount to remain
Item Eno. Est. for LOC/Bond Work Amount after Red. No.1
Pavement $782,075.00 $860,282.50 $482,050.00 $457,947.50 $402,335.00
Sanitary Sewer $323,627.00 $355,989.70 $323,627.00 $307,445.65 $48,544.05
Storm Sewer $438,092.00 $481,901.20 $438,092.00 $416,187.40 $65,713.80
Watermain $377,260.00 $414,986.00 $377,260.00 $358,397.00 $56,589.00
Staking $43,424.40 $47,766.84 $43,424.40 $41,253.18 $6,513.66
Landscaping $145,166.00 $159,682.60 $0.00 $0.00 $159,682.60
Miscellaneous $105,000.00 $115,500.00 $0.00 $0.00 $115,500.00
Totals $2,214,644.40 $2,436,108.84 $1,664,453.40 $1,581,230.73 $854,878.11
Notes: 1)Remaining LOC/Bond amt. to be 15% of substantially completed items plus 110%of uncompleted items.
Z* JACOB & HEFNER ASSOCIATES, P.C. 190 OA BROO TERRACE,�IL 601810
ENGINEERS • SURVEYORS PHONE:630-942-9000•FAX:630-942-1774
March 15, 2006
Mr. Joseph A Wywrot, P.E.
City Engineer
City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Letter of Credit Reduction— Raintree Village Unit 5
Yorkville, IL
Dear Mr. Wywrot:
Enclosed for your approval is LOC reduction estimate for Raintree Village- Unit 5.
The Unit 5 has two different letters of credits.
The mass grading letter of credit (LOC # FGAC-04325) is in amount of $549,791.00
The site improvement letters of credit is in amount of$2,436,108.84 (LOC # FGAC-05167).
The gross letter of credit amount for Unit 5 is $2,985,899.84.
The previous reduction approved is $389,802.01
We are requesting a new reduction of $1,700,909.64 for a gross letter of credit amount of
$895,188.21 to remain for Unit 5.
If you have any questions or require any additional information, please contact our office.
Sincerely yours,
Jacob & Hefner Associates, P.C.
t 0
Thakor P. Patel, P.E.
XC:
John Whitehouse, EEI,
Rob Zoromski, Lennar Communities of Chicago
Steve Dragoo, Lennar Communities of Chicago
TRANSPORTATION • WATER RESOURCES • LAND DEVELOPMENT • MUNICIPAL • SURVEYING
LOC REDUCTION FOR
CONSTRUCTION COST
PROJECT: RAINTREE VILLAGE - UNIT 5
YORKVILLE, ILLINOIS
DEVELOPER: LENNAR COMMUNITIES OF CHICAGO, LLC
PROJECT # D-054D
LAST REV. 8-Mar-06
JACOB & HEFNER ASSOCIATES, P.C.
1901 S. MEYERS RD., SUITE 350
OAKBROOK TERRACE, IL 60181
(630)-942-9000
UNIT PERCENT
PAVEMENT QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 1.5"BIT. CONC. SURF. CSE.,TY 2, MIX D, CLI 24,950 S.Y. $3.50 $87,325.00 *r 0 $4w462*50
2 2.5" BIT. CONC. BINDER CSE.,TY 2, CLI 19,600 S.Y. $5.25 $102,900.00 100 $102,900.00
3 4.5"BIT. CONC. BINDER CSE.,TY 2, CLI (2 LIFT) 5,350 S.Y. $9.00 $48,150.00 100 $48,150.00
4 10"CRUSHED AGG. BASE CSE.,TYPE B 19,600 S.Y. $7.00 $137,200.00 100 $137,200.00
5 12"CRUSHED AGG. BASE CSE., TYPE B 5,350 S.Y. $8.00 $42,800.00 100 $42,800.00
8 COMB. CONC. CURB &GUTTER,TYPE B-6.12 15,100 L.F. $10.00 $151,000.00 100 $151,000.00
9 P.C.C. SIDEWALK 70,900 S.F. $3.00 $212,700.00 0 $0.00
SUBTOTAL= $782,075 t4
UNIT PERCENT
SANITARY SEWER QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 8"SAN SEWER, PVC SDR 26 5,264 L.F. $20.00 $105,280.00 100 $105,280.00
2 8"SAN SEWER, PVC SDR 21 157 L.F. $26.00 $4,082.00 100 $4,082.00
3 10"SAN SEWER, PVC SDR 26 787 L.F. $30.00 $23,610.00 100 $23,610.00
4 10"SAN SEWER, PVC SDR 21 397 L.F. $35.00 $13,895.00 100 $13,895.00
5 SAN MH,TYPE A,48" DIA. 29 EACH $2,100.00 $60,900.00 100 $60,900.00
6 SAN SERVICE-SHORT 57 EACH $400.00 $22,800.00 100 $22,800.00
7 SAN SERVICE-LONG INCL.TBF 44 EACH $1,400.00 $61,600.00 100 $61,600.00
8 RISER 33 EACH $200.00 $6,600.00 100 $6,600.00
9 TRENCH BACKFILL 1,130 L.F. $22.00 $24,860.00 100 $24,860.00
SUBTOTAL= $323,627
RAINTREE VILLAGE - UNIT 5 1 OF 4
UNIT PERCENT
STORM SEWER QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 12"STORM SEWER, RCP, CL V 3,529 L.F. $17.00 $59,993.00 100 $59,993.00
2 15"STORM SEWER, RCP, CL V 2,339 L.F. $18.00 $42,102.00 100 $42,102.00
3 18"STORM SEWER, RCP, CL IV 963 L.F. $22.25 $21,426.75 100 $21,426.75
4 18"STORM SEWER, RCP CLIII 674 L.F. $20.50 $13,817.00 100 $13,817.00
5 21"STORM SEWER, RCP, CL IV 170 L.F. $27.50 $4,675.00 100 $4,675.00
6 21"STORM SEWER, RCP CLIII 110 L.F. $25.50 $2,805.00 100 $2,805.00
7 24" STORM SEWER, RCP, CL IV 684 L.F. $31.50 $21,546.00 100 $21,546.00
8 24"STORM SEWER, RCP CLIII 597 L.F. $29.75 $17,760.75 100 $17,760.75
9 27"STORM SEWER, RCP CLIII 270 L.F. $36.00 $9,720.00 100 $9,720.00
10 30"STORM SEWER, RCP, CL IV 299 L.F. $39.00 $11,661.00 100 $11,661.00
11 30"STORM SEWER, RCP CLIII 563 L.F. $37.50 $21,112.50 100 $21,112.50
12 36"STORM SEWER, RCP CL IV 191 L.F. $53.00 $10,123.00 100 $10,123.00
13 48"STORM SEWER, RCP CL III 457 L.F. $90.00 $41,130.00 100 $41,130.00
14 INLET TYPE A, 24" DIA. 29 EACH $600.00 $17,400.00 100 $17,400.00
15 CATCH BASIN TYPE B, 36"DIA. 28 EACH $1,000.00 $28,000.00 100 $28,000.00
16 CATCH BASIN TYPE A, 48"DIA., 5 EACH $1,200.00 $6,000.00 100 $6,000.00
17 MANHOLE TYPE A, 36" DIA. 14 EACH $900.00 $12,600.00 100 $12,600.00
18 MANHOLE TYPE A, 48" DIA. 17 EACH $1,100.00 $18,700.00 100 $18,700.00
19 MANHOLE TYPE A, 60" DIA. 13 EACH $1,450.00 $18,850.00 100 $18,850.00
20 MANHOLE TYPE A, 72" DIA. 2 EACH $2,600.00 $5,200.00 100 $5,200.00
21 SPECIAL MANHOLE, 5'X5' BOX 3 EACH $5,200.00 $15,600.00 100 $15,600.00
22 CONC. FL. END SECT., 48"W/GRATE 1 EACH $2,200.00 $2,200.00 100 $2,200.00
23 STORM SERVICE 101 EACH $150.00 $15,150.00 100 $15,150.00
24 TRENCH BACKFILL 1,710 L.F. $12.00 $20,520.00 100 $20,520.00
SUBTOTAL= $438,092
RAINTREE VILLAGE - UNIT 5 2 OF 4
UNIT PERCENT
WATERMAIN QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 8"WM, DIP CL 52 W/FITGS 5,700 L.F. $21.00 $119,700.00 100 $119,700.00
2 12"WM, DIP CL 52 W/FITGS 1,150 L.F. $29.00 $33,350.00 100 $33,350.00
3 16"WM, DIP CL 52 W/FITGS 1,200 L.F. $46.00 $55,200.00 100 $55,200.00
4 8"VALVE IN 48"VAULT 14 EACH $1,500.00 $21,000.00 100 $21,000.00
5 12"VALVE IN 60"VAULT 2 EACH $2,600.00 $5,200.00 100 $5,200.00
6 16"VALVE IN 60"VAULT 3 EACH $6,400.00 $19,200.00 100 $19,200.00
7 FIRE HYD.W/AUX.VALVE &VALVE BOX 24 EACH $1,950.00 $46,800.00 100 $46,800.00
8 WATER SERVICE, SHORT, 1"W/B-BOX 50 EACH $375.00 $18,750.00 100 $18,750.00
9 WATER SERVICE, LONG, 1"W/B-BOX 51 EACH $900.00 $45,900.00 100 $45,900.00
10 TRENCH BACKFILL 760 L.F. $16.00 $12,160.00 100 $12,160.00
SUBTOTAL= $377,260
UNIT PERCENT
LANDSCAPING QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
SEE FOLLOWING PAGES $145,166 0 $0.00
SUBTOTAL= $145,166
RAINTREE VILLAGE - UNIT 5 3 OF 4
UNIT PERCENT
MISCELLANEOUS QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 STREET LIGHT(COMPLETE) 30 EACH $3,500.00 $105,000.00 0 $0.00
SUBTOTAL= $105,000
TOTAL= $2,171,220.00 TOTAL COMPLETE $1,664,691.50
L.O.C.# FGAC-05167 $2,436,108.84
TOTAL L.O.C.AMOUNT L= $2,436,108.84
AMOUNT OF WORK COMPLETED A $1,664,691.50
AMOUNT OF WORK TO BE DONE B $506,528.50
15% CONTINGENCY OF WORK COMPLETED C = 0.15XA $249,703.73
110% OF AMOUNT OF WORK TO BE DONE D= 1.10XB $557,181.35
PRIOR REDUCTION(S)APPROVED E $0.00
NET REDUCTION REQUESTED F=L-(C+D+E) 693 ?
NET L.O.C.AMOUNT TO REMAIN G =C+D $806,885.08
RAINTREE VILLAGE - UNIT 5 4 OF 4
Reviewed By:
Legal ❑ City Council
Finance ❑
1836
Engineer 30,10 6
City Administrator El Agenda(Item Tracking Number
O Consultant (A
E
City Council Agenda Item Summary Memo
Title: Raintree Village Route 126 Temp. Entrance—Bond Reduction#1
City Council/ COW/Committee Agenda Date: 4/3/06 Public Works
Synopsis: This bond reduction is based on work completed to date. The amount
of the reduction would be $4,551.48. The amount remaining would be
$1,339.53.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
;o United City of Yorkville Memo
800 Game Farm Road
E T. IBM Yorkville, Illinois 60560
Telephone: 630-553-8545
Fax: 630-553-3436
Date: March 21, 2006
To: John Crois, Interim City Administrator
From: Joe Wywrot, City Engineer U
CC: Lisa Pi&erin& Office Assistant
Subject: Raintree Village Route 126 Temp. Entrance—Bond Reduction#1
Arch Insurance Company Bond#SU501837
Attached find a request from Jacob &Heftier Associates, P.C. on behalf of Lennar
Communities of Chicago to reduce the earthwork letter of credit for Raintree Village
Unit 4. I have reviewed the request and in general concur with the amount of work
completed to date. The request states that restoration has been completed,but that is not
correct. The request also did not use the correct original letter of credit amount in the
calculations, therefore the amount of the reduction is incorrect. Attached find a
spreadsheet showing the correct calculations.
I recommend that Arch Insurance Company Bond#SU501837 for the Raintree Village
temporary Route 126 entrance be reduced by the amount of$4,551.48. The remaining
amount in the bond would be $1,339.53.
Please place this item on the Public Works Committee agenda of April 3, 2006 for
consideration. ,
21-Mar-06
Letter of Credit/Bond Reduction
Subdivision: Raintree Village- Route 126 Improvements Temp entrance
Reduction No. 1
LOC/Bond
Approved Theoretical amount Actual amount Completed Reduction No.1 Amount to remain
Item Eng. Est. for LOC/Bond for LOC/Bond Work Amount after Red. No.1
Earthwork $600.00 $660.00 $660.00 $660.00 $627.00 $33.00
Pavement $3,250.00 $3,575.00 $3,575.00 $3,575.00 $3,396.25 $178.75
Signage $400.00 $440.00 $440.00 $440.00 $418.00 $22.00
Staking $105.00 $115.50 $116.00 $115.50 $110.23 $5.78
Restoration $1,000.00 $1,100.00 $1,100.00 $0.00 $0.00 $1,100.00
Totals $5,355.00 $5,890.50 $5,891.00 $4,790.50 $4,551.48 $1,339.53
Notes: 1) Remaining LOC/Bond amt. to be 15%of substantially completed items plus 110% of uncompleted items.
JACOB & HEFNER ASSOCIATES, P.C. 1901oA S.BROO TERRACE,�IL 01810
ENGINEERS - SURVEYORS PHONE:630-942-9000-FAX:630-942-1774
March 15, 2006
Mr. Joseph A Wywrot, P.E.
City Engineer
City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Letter of Credit Reduction— Raintree Village- IL 126 (Temporary Entrance)
Yorkville, IL
Dear Mr. Wywrot:
Enclosed for your approval is LOC reduction estimate for Raintree Village- IL 126 (temp.
entrance).
The letter of credit is in amount of$5,891.00 (LOC # SU5015837).
We are requesting a reduction of $5,103.50 for a net letter of credit amount of $787.50 to remain
for Raintree Village- IL 126 (Temporary Entrance).
If you have any questions or require any additional information, please contact our office.
Sincerely yours,
Jacob & Hefner Associates, P.C.
Thakor P. Patel, P.E.
XC:
John Whitehouse, EEI
Rob Zoromski, Lennar Communities of Chicago
Steve Dragoo, Lennar Communities of Chicago
TRANSPORTATION - WATER RESOURCES - LAND DEVELOPMENT - MUNICIPAL - SURVEYING
LOC REDUCTION FOR
CONSTRUCTION COST
PROJECT: IL. ROUTE 126 TEMPORARY ACCESS
YORKVILLE, ILLINOIS
DEVELOPER: LENNAR COMMUNITIES OF CHICAGO, LLC
PROJECT# C-544N
DATE: 8-Mar-06
JACOB & HEFNER ASSOCIATES, P.C.
1901 S. MEYERS ROAD, SUITE 350
OAKBROOK TERRACE, IL 60181
(630)-942-9000
IL ROUTE 126 TEMPORARY ACCESS
YORKVILLE, ILLINOIS
UNIT PERCENT
ITEM # ITEM QUANTITY UNIT PRICE AMOUNT COMPLETE AMOUNT
1 ROADWAY EXCAVATION 60 C.Y. $10.00 $600 100 $600.00
2 2.0" BIT. CONC. SURF. SUPERPAVE MIX C, N70 250 S.Y. $3.00 $750 100 $750.00
3 8"CRUSHED AGG. SUB-BASE, TYPE B 250 S.Y. $10.00 $2,500 100 $2,500.00
4 R1-1 STOP SIGN 1 EACH $400.00 $400 100 $400.00
5 RESTORATION 1 L.S. $1,000.00 $1,00088'x, s1 — v
TOTAL= $5,250 TOTAL COMPLETE
L.O.C.#SU5015837 $5,891.00 15% CONT. REQ.
CONST.STAKING
TOTAL L.O.C.AMOUNT= $5,891.00 TOTAL REDUCTION
AMOUNT OF WORK COMPLETED A $5,250.00
AMOUNT OF WORK TO BE DONE B $0.00
15% CONTINGENCY OF WORK COMPLETED C= 0.15XA $787.50
110% OF AMOUNT OF WORK TO BE DONE D= 1.10XB $0.00
PRIOR REDUCTION(S)APPROVED E $0.00
NET REDUCTION REQUESTED F=L-(C+D+E) FF3
NET L.O.C. AMOUNT TO REMAIN G=C+D $787.50
N6
♦A P� C/ Reviewed By:
J2' �An
Legal ❑ City Council
Finance ❑
EST. `� '" � �1838
Engineer
y City Administrator ❑ A enda Item Tracking Number
Consultant ❑
71,E
tLE �V�' ❑
City Council Agenda Item Summary Memo
Title: Fox Hill Unitb(Lots 3&4)—Plat of Easement
City Council/COW/Committee Agenda Date: 4/3/06 Public Works Committee
Synopsis: This plat of easement is for public sanitary sewer needed to serve the development.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
car o United City of Yorkville Memo
800 Game Farm Road
Esr , sas Yorkville, Illinois 60560
Telephone: 630-553-8545
Fax: 630-553-3436
Date: March 14, 2006
To: John Crois, Interim City Administrator
From: Joe Wywrot, City Engineer � 6
CC: Liz D'Anna,Administrative Assistant
Subject: Fox Hill Unit 6 (Lots 3&4)—Plat of Easement
Attached find one copy of a proposed plat of easement on Lot 4 in this development. The
easement is for a short section of public sanitary sewer. I have reviewed the plat and
recommend that it be approved.
Please place this item on the Public Works Committee agenda of April 3, 2006 for
consideration.
,... /srRVenTRAC RNCnRR�s AND SURVBYORB
T6 J HN&flow
T OF EASEMENT Ia �66
�� Pa:890-669-I68p NTU 830-869-'!8M
�umvp...�a=Pm ■-MAa:.eve®tm.utlP..clPOvPm
IJPHt[(RY .ROWI69Y .mtevaJJl
DJ,IN019 PROPR39i0N11.DESIGN FIRM* 184-000108
COMP.FILE' 050163-msub.dxg
FOR SANITARY SEWER PURPOSES PLOT FlLf.'STANOARD
LOT EPSemAN STANDARD
V
r
GRANTORS CER77FICA7E MOR7CAGORS CER77F/CAX
STATE OF ILLINOIS S I
SPATE of )
COUNTY OF+JS. )SS
COUNTY OF )
This is to certify that the undersigned HOLDER OF A
MORTGAGE DN M PROPERTY DESCRIBED HEREIN, HEREBY
I CONSENTS TO 7H£EXECU77ON AND RECORDING OF THE ABODE
I I is the AND FOREGOING PLAT OF EASEMENT AND HEREBY SUBMITS
IO•P.U.a D.E. I I holder of record title to the land described herein ITS MORTGAGE RECORDED AS DOCUMENT
10'P.U. a D.F-7 I I and does hereby grant the easement hereon drawn NUMBER 1N THE OFFICE OF THE
I I I to RECORDER OF DEEDS. COUNTY, ILLINOIS, TO
I 10•P.U.h D.f.- --ID'P.U. tr D.E
i for
the purposes set forth on the above described Plat ALL OF THE PROVISIONS THEREOF.
LOT 3 I LOT 4 i of Easement. IN WITNESS WHEREOF, 7HE SAID
I I CAUSED
SANITARY SEWER I I THIS 1NS7RUMENT TO BE SIGNED BY ITS DULY AUTHORIZED
Sgy24• E EA �Y I I dated this day of A.D., 2006. OFFICERS ON ITS BEHALF AT
I 2aOn GRANTED I I LOT 5
1 I !v I I THIS nAY OF
A BLANKET STORMWATER MANAGEMENT BY. 2 •
P.aG
-E;R,; I EASEMENT COVERS LOT 5 (owner)
Bank Nome and
L I 1 Complete Address
IO•P.U.X O.E. I I
BY
P —
/V
.O.B. �'� L---_ Printed Name and Title
L-fl N•
IT I
_NR7A7tY CERI1f7CA7E
/1=1Oea00• 20
S.M.E. )
" STATE OF ILLINOIS
\. °L�.u�rTrREOfacA - � )SS
Attest:
\ A zodK, PER - - COUNTY OF) —
.`` •ss• C�7-^�� Printed Name and Title
-` lJ/K T
NOTARY PUBLIC IN AND FOR
STATE AND COUNTY AFORESAID, DO HEREBY CER77FY THAT
PERSONALLY
iffft TO ME 70 BE THE SAME PERSON WHOSE NAME IS
29WRISED TO THE FOREGOING rFRTIFir:ATr Aaocearn of 1
lHE ANNEXED PLAT AND ACCOMPANYING INSTRUMENTS FOR THE RECORDERS amnnDA7E
USES AND PURPOSES THEREIN SET FORTH AS HIS FREE AND
VOLUNTARY ACT. STATE OF ILLINOIS
S.S.
EAST PRO - COUNTY OF KENDALL )
GIVEN UNDER MY HAND AND NOTORIAL SEAL THIS This instrument filed for record in the Recorders Office of
(SAL QcSQRF` r�/ DAY OF— 2006. Kendall County, Illinois on this day of
A YORKWICL ILLY EASEMENT 15 HEREBY RESERVED FOR RECONSTRUCT GRANTED TO TO REP CITY A.D., 2006, at O'Clock_M. by Instrument No.
OF 1YINSPE T AQUnE IF CONSTRUCT TR INSTALL,ANDISMA U REPAIR,REMOI£REPLACE
AND INSPECT FAQU77E5 fTAR THE 1PLAT ISSI-, AND YSE11"7EA U SANITARY SEVERS
IMIHM DIE AREAS SHOW DIV THE PUT AS'NWTARr SENE7P fASE1ENT; TOGETHER s11N A Easement for Sanitary Sewer Service:
RIGHT O<ACCESS THEREAN FOR IJAE PERSONNEL AND EMWM&VT NECESSARY AND REQUIRED That port of Lot 4 in the Resubdivision of Lot 1 in Fox Hill, Unit 6, a
FOR SUCH USES AND PURPOSES planned unit development, being a resubdivision of part of Section 30, Notary Public
THE UNITED CITY OF YORKVILLE IS HEREBY GRANTED THE RWHT To ENID?UPON THE Township 37 North, Range 7 East of the Third Principal Meridian, COUNTY RECORDER
EASEMENT HERON a6scieBED FOR THE USES HEREIN SET FORTH AND THE RIGHT)a CUT, according to the plat of said Resubdivielon recorded August 30, 2005
TWAC OR REMOVE ANY TREE$SHRUBS OR OTHER PLANTS WITHIN THE AREAS DESTpUTE' AS as Document No. 200500026016, in Kendall County, Illinois, described as
MTARY.;OMEN EASEMENT"slept WIERFERE IMTH THE COwSTRUCI7OY,INSTALLATION follows: Commencing at the southwest corner of said Lot 4: Thence
RECOVSiRUC7MXJ.REPAN;RELpVAL,REPLACEMENT,MAINTENANCE AND OPERATION OF THEIR South 74 degrees 37 minutes 54 seconds East, along the southerly.line
UNDERGIIOI/ND 1RANSOWSS/pV AND D/SIRIBUTION SYSTEMS AND FAOT.I71ES APPURTENANT of said Lot 4, 71.81 feet; Thence continuing along the southerly line CITY Comm CER77FICA7E
THERETO.No PDwANEHr BWLOINGS,STRUCTURE$OR OBSTRUCTIONS SHALL of said Lot 4, being along a curve to the left, having o radius of '
coNsTRUCTED IN,UPON,OR OVER ANY AREAS OESTGNA TED AS"SANITARY SEWER EASEMENT", of Sol 0, an arc ten a
BUT SUpr AREAS MAY BE USED FOR GARDENS SHRUBS TREE;LANDSCAPJNq ORIV£WAYS length of 8.14 feet; Thence North 02 degrees 35 STA IF OF ILLINOIS )
AND 0TFBR RELA70 PURPOSES 7HAT DO NOT UNREASONABLY INTERFERE WITH THE USES minutes 55 seconds East, 10.24 feet to a point on the northerly line of )Ss
HERON DESCRI8ED. an existing Public Utility and Drainage Easement, per said Document No. COUNTY OF KENDALL)
7HE OCCUPATION AND USE OF THE NON-EXMUSYVE EASEMENT HEREIN GRANTED AND 200500026016, for the point of beginning; Thence continuing North 02 APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE
RESERVED FOR THE UNITED GTY OF YORKVILLE BY EACH OF SUCH EN77WS SHALL BE OLIVE degrees 35 minutes 55 seconds East, 50.76 feet; Thence South 87
IN SUCH A MANNER SO AS NOT 7O hWERFIRE W714 OR PREMUDE THE'OCCUPADCW AND USE degrees 24 minutes 05 seconds East, perpenducular to the last UN/TED CITY OF YORKN[1E; ILL/NGS TH/S i DAY OF' 20_,
THEREOF BY OTHER ENTITIES FOR IW#CH SUCH EASEMENT IS GRANTED AND RESERVED. THE described course, 20.00 feet; Thence South 02 degrees 35 minutes 55
DONE ING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE AM NAMED EHRTIES SHALL BE seconds West, 54.98 feet to the northerly line of said existing Public
INANE 1N WON A MANNER SO AS NOT ITS IAN D FAR£74ES DAMAGE; N DISTURB ANY y 9 Jy
7RANSW59'ON AND pSIRMI/A(AV SYSTEMS AND FALTD7IES APPURTENANT THERETO EXI571NC Utility and Drainage Easement; Thence northwesterly along the
WW#V 7W EASEMENTS BEING CROSSED OR RECROSSED.NO USE OR OCCUPAWN OF SAID northerly line of said existing Public Utility and Drainage Easement,
EASEMENTS BY 1T#"ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR being along a curve to the right having a radius of 1090.00 feet, an
OR CHANGE TFI£SDBFACE DRAINAGE PATTERNS arc length of 20.44 feet to the point of beginning. In the United City RK EN
MAYOR LEGD
FOLLOMW ANY WO TD BE PERFORMED BY THE UNTIED CITY OF YORKMLLf IN of Yorkville, Kendall County, Illinois.
® =HEREBY GRAN7ED
EXERCISE aE'ITS EASEMENT RIGHTS HEREIN GRANTED,SAID prY SMALL HAW NO OBLIGATION
Mt7H RESPECT LA SURFACER PAWM NT INCLUDING B,GU BUT ZR LIi LA TO THE RESTORATION 116011
PROWD QP OWEVIISt.7HT OF PAVEMENT, CURB,OSUGAI, IIPFOL WING OR H MAINTENANCE P.O.B. s POINT OF BEGINNING
WORK.TO BACKFILL AND MOUND ALL TRENCH 0?EA1ED SO AS 7.0 RETAIN SUTABLE"
DEBRIS A 10 COLD N ION ANY ASPHALT IN CONCRETE SURFACE TO REMOVE ALL EXCESS P.U. &D.E. = PUBLIC DITLI TY AND DRAINAGE EASEMENT
DEBRIS AND SPON AND TO L£AV£THE MA/NIENANCf AREA IN A GENERALLY CLEAN AND CITY CLERK
WORKMANLIKE caNGVnaw. SURVEYOR'S CER77FICATE
PREVIOUSLY GRANTED PER DOG NO. 200500026016
STATE OF ILLINOIS ) S.M.E. = STORMWA TER MANAGEMENT EASEMENT
)SS PREVIOUSLY GRANTED PER DOC. NO. 200500026016
COUNTY OF KENDALL)
I, Craig L Duy, Illinois Professional Land Surveyor Number 3359, do
hereby certify that the Plat of Easement hereon drown was
prepared using previous survey information and maps, plats and S
other instruments of record for the uses and purposes herein set
'4
NOTES: Is forth, of the hereon described property. PLAT OF EASSWE T PART O° LOT A N 77-E RE" O° LOT l
This map was created for use as o plat of easement. This
map is not to be used for any construction or stoking purposes Dated at Yorkville, Kendall County Illinois �^ a 7 D. 2006. OP /OX PLL LINT 6
without consent from a proper agent of Smith Engineering `iii 4,.D. RW DOC All 200£7000260/6
Consultants, Inc. R *I&�AIVO S..gb4� LN� �, Y�r!E
• All existing rights-of-woy shown herein are per deed of record. G
• This IS NOT a Plot of Survey. No assumptions or agreements CRAIGLDUY':DL A2MALL COUYTY, LL.OV06
as to ownership, use, or possession can be conveyed from this 035.003358 i<°_
document. 'a ;o
• No underground improvements have been located unless shown Illinois Professional Land Surveyo No. ,•INIUNOIS•.•'�ra�B REN510N3 DWN BY: TNT: DATE: PROJECT NO.
and noted. 3 O o� 1. CID 1/77/OS CLD 1110106 050163
• No distance should be assumed by scaling. License expiration date: 11/30/201F0F•��L\?�c
• This map is void without original embossed err red colored seal ww6s6 `p0 2 DSN BY: M7• 7Aron cru r. n,T�and signature affixed.
N � !�
Reviewed By:
J� p� City Council
Legal ❑
Finance ❑
EST. , =,1836 Engineer
City Administrator El 0 Agenda Item Tracking Number
Consultant ❑
� ��
❑
City Council Agenda Item Summary Memo
Title: Yorkville Business Center(Lot 18)—Plat of Easement
City Council/ COW/Committee Agenda Date: 4/3/06 Public Works
Synopsis: This plat of easement is for a new onsite sanitary sewer needed to serve this
development.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
United City of Yorkville Memo
800 Game Farm Road
EST :, ....,=1336 Yorkville, Illinois 60560
��- Telephone: 630-553-8545
Fax: 630-553-3436
'LE
Date: March 22, 2006
To: John Crois, Interim City Administrator
From: Joe Wywrot, City Engineer �a�
CC: Lisa Pickering, Office Assistant
Subject: Yorkville Business Center(Lot 18)—Plat of Easement
Attached find one copy of the proposed plat of easement for the referenced development
located at 129 Commercial Drive. The easement is needed for a new onsite sanitary
sewer.
I have reviewed the plat and recommend approval. Please place this item on the Public
Works Committee agenda of April 3, 2006 for consideration.
PLAT OF EASEMENT
OWNERS CERTIFICATE
STATE OF ILLINOIS)
EB
COUNTY Of KENDALL)
TRIG S TO CERTIFY THAT THE UNDERSIGNED S THE RECORD OWNER OF THE
PROPERTY DESCRIBED IN THE SURVEYOR'S CERI'I►1CATE AIMED HEREON,
AND DO HEREBY CONSENT TO THE GRANT OF EASEMENT DEPICTED HEREON.
SCAB l' 80'
DATED THIS __ DAY OF_ .A.D., EO08.
A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED AND GRANTED TO THE
CITY OF YORKVILLE,ILLINOIS TO CONSTRUCT, INSTALL,RECONSTRUCT, REPAIR,
REMOVE, REPLACE AND INSPECT FACILITIES FOR THE TRANSMISSION AND
SIGNATURE DISTRIBUTION OF WATER, STORM SEWERS,SANITARY SEVERS.AND PUBLIC
UTUXM WITHIN THE AREAS SHOWN ON THE PLAT AS'PUBLIC UTILITY AND
PLEASE TYPE/PRRR THE AUTHORIZED INDIVIDUAL'S NAME,T1T16 DRAINAGE EA9EYEMT'.TOGETHER WITH A RIGHT Of ACCESS THERSTO FOR
COVPORATLON/COMPANY NAME.AND ADDRES& AND THEIRS PURP SENT NECESSARY AND REQUIRED FOR SUCH
-- THE ABOVE NAMm ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER
UPON EASEMENT'S HEREIN DESCRIBED FOR THE USES RESIGN SET FORTH.
AND THE RIGHT TO CUT,TRIM, OR REMOVE ANY TERM.SHRUBS OR OTHER
PLANTS WITHIN THE AREAS DMICNATED AS *PUBLIC UTILITY AND DRAINAGE
EASEMENT'WHIM INTERFERE WITH THE CONSTRUCTION,INSTALLATION,
RECONSTRUCTION, REPAIR, REMOVAL., REPLACEMENT, MAINTENANCE,AND
OPERATION OF THM UNDEROROUND TRANSMISSION AND DISTRIBUTION
SYSTEMS AND FACILITIES APPURTENANT THERETO. NO PERMANENT
NOTARY PUBLIC FOR OWNER AIR W TNRIIWAIION O UPON,OR
BUILDINGS, I AREAS DESIGNATED AS "PUBLIC UTOR1'EASEMENT'.
rl BUT SUCH AREAR MAY BE USED FOR GARDENS,SHRUBS,TREES,
STATE OF RLLNOW) (f) LANDSCAPING,DRIVEWAYS, AND OTHER RELATED PURPOSES THAT DO NOT
88 UNREASONABLY INTERFERE WITH THE USES HEREIN DESCRIBED.
COUNTY or
1 1 N THE OCCUPATION AND USE Of THE NON-EXCLUSIVE EASEMENTS HEREIN
1 1 GRANTED AND RESERVED FOR THE ABOVE NAMED ENTITIES BY EACH OF
L THE UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE AFORESAID �ti ,9 SUCH ENTRIES SHALL EB DONE IN SUCH A MANNER 90 AS NOT TO
COUNTY AND STATE, DO HEREBY CERTIFY THAT THE FOREGOING SIGNATORS 1,.1 ✓,,�S1 INTERFERE WITH OR PRECLUDE R
DE THE OCCUPATION AND USE THEREOF BY
OF THE OWNER'S CERTIFICATE ARE PERSONALLY KNOWN TO M t E TO BE THE � � • OTHER ENTITIES FOR WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED.
SAME PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE FOREGOING 1 1 THE CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED
DISTRUMENI',WHO APPEARED BEFORE ME ME THIS DAY IN PERSON AND 1 1 ENTITIES SMALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE
ACKNOWLEDGED THAT THEY SIGNED AND DELIVERED SAID INSTRUMENT AS WITH.DAMAGE.OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS
THEE FREE AND VOLUNTARY ACT AND AS THE FREE AND VOLUNTARY ICI' 111 Q AND FACILITIES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS
OF SAID BANK,AS TRUSTEE AFORESAID, FOR THE LEES THEREIN SET FORTH, >� BEING CROSS®OR RECR0996D. NO USE OR OCCUPATION Of SAID
AND THEN AND THERE Om AFFIX THE CORPORATE SEAL OF SAID BANK AS 1�!1 EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE IN
THE TRUSTEE AFORESAID FOR TOR USER AND PURPOSES THEREIN SET 1 'a GRADE OR IMPAIR OR CHANGE THE SURFACE DRAINAGE PATTERNS.
1
FORTH CENTERLINE FOLLOWING ANY WORK TO BE PERFORMED BY THE CITY OF YORKVILLE IN
PUBLIC UTILITY k 1 11 THE EXERCISE Of ITS EASEMENTS RIGHTS HRRMN GRANTED, SAID CITY
GIVEN UNDER MY RAND AND NOTARIAL SEAL THIS DAY Of DRAINAGE 1 MOIL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTORATION,
A.D.8008 AT__ .ILLINOIS. O INCLUDING BUT NOT UNITED TO,THE RESTORATION.REPAIR OR
--'-_------ REPLACEMENT Of PAVEMENT,CURBS,GITRERS,TREES.LAWN OR SHRUBBERY.
PROVIDED, HOWEVER.THAT SAID CITY MUM 91 OBLIGATED FOLLOWING SUCH
NOTARY PUBLIC �- 1!T MAINTENANCE WORK TO BACK FILL AND MOUND AL TRENCH CREATED SO AS
+j a TO RETAIN SUITABLE DRAINAGE, TO COLD PATCH ANY ASPHALT 02 CONCRETE
J 40'PUBLIC UTILITY k SURFACE,TO REMOVE ALL EXCESS DEBRIS AND SPOIL AND TO LEAVE THE
PIEA9E TYPIG/PRIIR'NAYS DRAINAGE EASEMENT } 1 MAINTENANCE AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION.
POINT OF
BEGINNING
MOST WESTERLY
CORNER ' 7.4
OF NAT IB
LEGAL FOR PUBLIC UTILITY k DRAINAGE EASEMENT:
CITY COUNCIL CERTIFICATE
THAT PART OF LOT 18 OF YORKVILLE BUSINESS CENTER UNIT 2 DESCRIBED AS
FOLLOWS:A STRIP Of LAND 10.00 FEET IN VIDTH THE CENTER LINE DESCRIBED
STATE OF OJDIOS)
BB COMMERCIAL AS BEGIN S NING AT A POINT ON THE SOUTHWESTERLY LINE Of SAID LOT THAT
COUNTY OF KENDALL) MRA FEET LONG MUD SOUTHWESTERLY Y Of THE MOST WESTERLY CORNER 61 SAN LOT A A8
DRIVE I1 UU�rLOTmu :EAST 183.08 rein,nmcz Rom iv
APPROVED AND ACCEPTED THIS_ DAY OF A.D. 81'El"VEST 14Lv4 FEET; TO A POINT OF TERMINATION.IN THE CRY Of
8008 BY THE CRY COUNCIL Of CITY OF YORKVILLE.ILLINOIS. YORKVIIE•KENDAL COUNTY,11101018,
MAYOR
ATESP.
CITY CLERK
RECORDERS CERTIFICATE
STATE Of ILLINOIS)
98
COUNTY CLEM CERMCATE COUNTY Of KENDALL)
STATE OF IUOIOS)
STATE OP ILLINOIS) STATE 7TO3 INSTRUMENT N0. __ WAS FILED FOR
BE COUNTY Of KANE) RECORD IN THE RRCOR ER'9 OFFICE DR KENDALL COUNTY.ILLINOIS ON THIS
COUNTY OF KENDALL) _ DAY OF-- 2008,AT___O'CLOCK
THIS S TO CERTIFY THAT 1.MICHEL C.ENSAI PROFESSIONAL ::711.ILLINOIS PROFESSION .AND WAS RECORDED IN PLAT ENVELOPE NO.
LAND SURVEYOR NO. 2788, HAVE SURVEYED THE ABOVE DESCRIBED
I. COUNTY CLERK OF KENDALL COUNTY, PROPERTY,AND THAT THIS PLAT WAS PREPARED FOR THE PURPOSE OF
MU14013 DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL GRANTING AND EASEMENT TO THE CITY Of YORKVILLE FOR THE PURPOSE
TAXES.
AGAINST ANY OF THE LAND IINCIAIDED IN THE NO REDEEMABLE TAX ANNEXED PLAT. SAM SAN PROPERTY.M AND THAT THIS P4?Of BASBY`\ENT`\ �Ylyl�ILT9 COUNTY RKCONS IR ---
I FURTHER CERTIFY MAT I HAVE REDDENED ALL STATUTORY FEES IN .\ hP� L"Q'f o ;
CONNECTION WITH TOE ANNEXED PLAT. GIVEN UNDER MY HAND -THIS •HAIL L aO06�,• /./
GIVEN UNDER MY HAND AND REAL THIS___DAY OF [ p
AD.EGGS AT YOR IL=IL LNOIS. [`ENBAI+► IL C.GIV&RAC0..—
MICHEL C.ILNOIS PROFESSIONAL LAND SURV1T01 035-002768
RROW gm AURORA •�
MIONKL D.EMNnLANO P.LN.9761 Kln. / a LLIN0Is
•�.0 FMVW
NMNRK N.NwLANC P.LN SING X91.
00 NT.,NY L.NTawA9T P.L.R.2415 ew.1 •.• • • \\,\\ Ns
PROFKRNIONAL DKNION FIRM NO.IN O \ RS 4„,bi
RV EYI N O 0.....•�\w\`,\\\ ns....
eYeVenN.N i; ,���/lJJ/J/f//I11III Il11\1\\\\` Gbft TBWFWKV=
c.D.w.A wNNNO1�TKN,INa Sway In VdY ody E ofloul Fed Is oAewe M Rd PMNINeLr. 20MOM
' I
Reviewed By:
J? O� Legal ❑ City Council
Finance ❑
EST. 1 '"`� Engineer �� 3lcsl�b
g y City Administrator ❑ Agenda Item Tracking Number
a O Consultant ❑ P W 62c(�' (KJ
E F1
City Council Agenda Item Summary Memo
Title: Gruber-Kostal Dental Building—Plat of Easement
City Council/COW/Committee Agenda Date: 4/3/06 Public Works Committee
Synopsis: This plat of easement is for the utilities needed to serve this development.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
Cyr o United City of Yorkville Memo
800 Game Farm Road
Esr. ,e3s Yorkville, Illinois 60560
Telephone: 630-553-8545
Fax: 630-553-3436
Date: March 15,2006
To: John Crois, Interim City Administrator
From: Joe Wywrot, City Engineer
CC: Liz D'Anna,Administrative Assistant
Subject: Gruber-Kostal Dental Building—Plat of Easement
Attached find one copy of a proposed plat of easement for utilities associated with the
referenced project. When the plat of subdivision for this development(Menard's
Commercial Commons Third Addition)was approved the site plan had not been
submitted, so only standard-width easements were recorded with that plat. During the site
plan approval process,we identified the need for additional easements for watermain and
sanitary sewer. This new plat of easement provides the additional easements needed.
I recommend that this plat of easement be approved. Please place this item on the Public
Works Committee agenda of April 3, 2006 for consideration.
PLAT F EASEMENT SMITH ENGINEERING CONSULTANTS, INC.
L7R1L/BiRIILTOBBL BRGII7SOtS.ND BDRVEY0R3
769 T�1 9re�f
yORWam 6L Nm scams
PB:090-aa9-966a rAi:69a-669-9a{e
PART OF MENARD'S COMMERCIAL COMMONS, AND PART OF MENARD'S wwweO° `-"-830-W�1.41 ""ae
YdI=G Y •LDNTI.BY eY066Yf1II
COMMERCIAL COMMONS THIRD ADDITION DLDrWS PBOFBB 02060 DJLRIGN FIBY/ 166-000108
COMP.FILE 050519 eosemr,tr rov 070606 dd.dwg
PLOT FlLE STANDARD
VIEW. soesmanfs
1 M
UNTIpy SIDE
�yHPOt
CO � �---�
PA <WA Y
- P.0.\ /a0'
14).25' WA,E7LVAIN EASEIENi tad P.uE
—— I se5 sB�Q (OaC Na a 316,7) (HERE70109F s
—
(DOC NO
I I I 05-3 1647)
,242Y
lid P.uE
HEREBY
QRANW
I
I HEREBY 2d.
,2UN,ED /NGRMIE Y7ESS
I PUBLIC u7Y11Y
�I Ito' d'DRAINAGE EASEMENT
y (Doc Na 06-31"7)
/ad
= PUBLIC UTILITY EASEMENT
(HEREBY pPAN7ED) N0p� NI I D5j1�,.(D�4v_9�n O I
WYIm PIT Y OF LPNL£
nD'Put &4SEWENr
PROVI1379CE15
/ I2 I [tG�j /IERFBY
d}+r° r; sRANTED Puauc unurr EASe7rENr
II lad n A NQY-EXCLUSIVE EASEMENT 15 M REBY Rr"VED FLN AND GRANTED ro WC AMER/IE'p(NKYW,CDy m
A 7�P.UL AWES INTERCABE;OTHER PUBIC,17W1ES AND HOLDERS I J165nNG FRAfIaa..ERANIED BY TIE CITY a•'
OT-'"y Pu UIEITY EASOMMY'(a&b Mae 70 CCM/sTMM NN IN.AREAS SHOW ON THE
STLRMWA7ER HO REMOW REPLACE WSPECT,MAWTAW AND ONERAIE/AVlTER6ROfND/RANSMGSSQN AND OSnt&J7M SYSTEMS
!DE7EN7ION/EASEMENT Od" d U. I I Sd P.uE 3 AND"Na UNDER Off SURFACE W RE'PUBLIC U81TY EASEMENT-,WCOUDING KIIHOUT LWTA PON TO
(HERE7DF0RE OED/CA7ED) //NE7Pl7AcQ4f H APPUR�fir n4 Em IBM ne RICH ACTHERETO NNE PERSONNEL FMD EQUIPMENT
- ) GRANTED .01 NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES AND 70GE7HER WIN III NGHT TO INSTALL
ro.•r ^ REQUIRED SERVICE C ANVE'CDO•IS UNDER TIE SURFACE OF EACH LOT TO SERVE IMPROVEMENTS IHERELW.
A NQN-E=USVE EASE"ENT R ALSO/IEREBY RESERVED FOR AND GRANTED 7O TIE OWED pry OF
/428Y 7'- TLRKNLLE 4LWCIS TO COW57RUCT INSTALL RECOWSIRIMT,REPAIR REMOVE,REPLACE AND INSPECT FACDJBES
al PuE' 27135E 1 FOR TIE)RANSWSSOI AND O1SIR/BI/TIC Qc WATER STLRM SEVERS SA/OTARY SERIFS AND E72'CIRICJTY
Oboc NO Sd h WPM R E ALAS SHOW QV TIE PUT AS"P(NBRC UB/TY EASEMENT 70CETIER WM A PoGNi OF ACCESS
TIEREfO FOR TIE PERSONNEL AND EW1okENT NECESSARY AND REQURED fCP SUCH USES AND PURPOSES
aT-NINA) P.aE
THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASE ENiS HERON DESCRIBED
( 05-JIN7) v1 FOR THE USES HERON 5E7 FORM AND DE Amr TD CUT, RBIC OR REMOVE ANY IREIS SHMAIS OR OTHER
NOTES: 0'1-J1s47) I PLANTS WMIN ME AREAS OFSGNA TED AS"PUBLIC UXtrY EASEMENT'WBpI AV70VM WM THE
CCNISIRUCMXL INSTALLATION,RECORS1AUCiKML REPAW,IEM/OVAL REPLACEIIfN7,MAW7FNANCE AND
MERARQV OF DER ODERWO ND 7RANSWSSTgY AND DI57RIBNN A SYSTEMS AND FACffiH7E5 APPD 7FNANr
1.ANNOTATION ABBREVIATIONS- O-( 2 �+ I 17�,Mal IERETa NO PERMANENT BUROYIGS,STRUCILWE$OR OBSTRUCMWS SHALL BE CONSMUCTED W,UPON OR
AUE-PUBLIC U17UrY EASEMENT \ I. OVER ANY AREAS DESIGdATED AS"PUBLIC UMITY EASEIENT;BUT SUCH AREAS MAYBE USED FOR GARDENS
1QS SHRUBS lr=L NDSCAPICO DRIVEWAYS,AND OTHER RELATED PURPOSES INAT DO NOT UNREASONABY
2 INNS PROPERTY IS WMIN ME CORPORATE UM/75 OF WE LY7Y OF iTMKNLLE. ` 01-1111,
,�`� N.d !VRAM EASEMENT aVMKJE WIN 111E USES HEREIN DESCRIBE"
.1 NO DIMENSIONS SHALL BE ASSUMED BY SCALING Z ` " Mm Na 06-31"7) BE OCCUPAIXW MID USE OF THE NaWEX 3W7 EASEMENT HOM GRANTED AND RESERVED F"R ME
ro Avow NAMED Emirs BY EACH O'SUCH ENTIRE?"LL BE DONE IN SUCH A MANNER$D AS NOT 70 4.ALL BEARINGS AND DISTANCES ARE BASED ON RECORDED PLATS Or SUBDINSOV. tr�\ 14TERF W WM OR PR 7W OCC:LPAIKW AND USE BEfEW BY 07HEB D MTES FOR WIGH SUCH
EASEMENTS ARE GRANTED AND RESERVED. TIE CROSSING AND RECROSSING OF SAID EASEMENTS BY IRE
ABOVE ane` I N I 01=41110 ANY �OSI 710 SY57ELM FAZIT S� Yi`RM T�EJ057WC
f WINK DE EASMAENIS BEING CROSSED Of RECROSSED. RD USE OR OC LAPA710V OF SAD EASEMENTS BY THE
I I
ABOVE NAMED ENBW SHALL CAUSE ANY CHANGE N QUM OR A PAW OR CHANGE TIE SURFACE ORAWAGE
\ I I FCVLOmw ANY mm TO BE PERmmig BY ME umm)aTr O'yawNLLE IN TIE EanCISE'OF ITS
1 EASEMENT RICANS HEREIN GRANTED,SID CITY SHALL HAVE NO OB/CAWN WIN RESPECT TO SURFACE
I I RESTOA TKNC NCLUONG BUT NOT UW,ED rA nE RE57QRA ROC REPAR DR REPUL�/T aY PAVEMENT,
I I CURB,GUTTERS TREES UW,OR?RUBBERY,PROVIDE"HONEL£R MAT SAD PTY SALL O%/CA)E"
/'MTOR�RfI ATFFT FOlOWNC SUCH MAINTENANCE WK 70 BACIOU AND MOUND ALL TRENCH CREATED SO AS TO RETNN
STATE C1c WSCOVSN) ` I I SATABE DRAINAGE TO COD PATCH ANY ASPHALT OR CONCRETE SURFACE TD REMOVE ALL EXCESS DEWS
59.25' AND SPOT,AND 70 LEAVE THE MAINTENANCE AREA IN A GENERALLY CLEAN AND BaRKMANLIKE CONDITION
I COUNTY OF I / ` N53 I9 00'W
INS B
INS TO CERTIFY THAT AAL
COED AV KEN,AL ME FEE SURE
91AVO DINNER CL LOT 4 OF MENAROS AND HAS AL /� I
CAUSED?AS RECORDED IN LATTER SNOWY IHI Nps As DOHE USE A a2-11411,URPIS AND HAS
CAUSED THE SAVE VI BE PLATTED AS SF ONN ?TAT I FOR RTE USES AND PI/RPOSE5 EDGE AND
T THE AS ALLOWED AND PRONGED FAR BY STAIN AND DOES HEREBY AGMOKLEDGE AND
ADOPT TINE SAME HIDER THE SALE AND TITLE TIEIEOI 6IIG7TA
THE UNOERSCNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOKN ON THIS PAT FOP
PUBIC SERVICES AND HEREBY ALSO RESERVES FAR ANY D"mr-OAS IQEPN/O,E CAPE Ty
MORTGAGOR'a LERTIFTGA
DATED AT TITS_DAY Ar 2p
STATE OF )
•/
COUNTY O°' )
NODER OF A MORTG,ALE ON TIE
OF INR7Y OVE AN ED HEREIN,HEREBY F SUM TO TO ME DECU/710V AND RLCROWC
O`THE ABOVE AND FQPfCQWC PLAT S/BgVISKW AND HEREBY SUS107S ITS
AS DOCLWOVT MORTGAGE RECCMPDED
BY: prMted Name,Prseklent ns 711E a`FRE Or ME RED OF DEEDS
Prhted Nam-S mtory COUNTY,ILLINOIS ro ALL O'THE PRONE INS 77EREO:
IN RIVES?WE)7EAF, TIE SAD
CAUSED TINS INSIRUMET?ro BE SAVED BY ITS OLEY A MOUZED ONCERS HAS
NOTARY CERTIF7CA7E BEHALF Ai CW 17S
DAY OF 20 THIS
STATE OF ) Bank Name and
ss Complete Add—
COUNTY a- )
Prbted Nan-and 7700
C A NOTARY PUBLIC IN AND FOR ME
COUNTY AND STATE AF(RESAID,DA NIfR®Y LLRIR'Y THAT
RECORDENS l7FliFlCA1F
'� PERSONALLY KNOWN ro ME ro STATE OF EL1NC5 1
BE THE PRESIDENT AND SECRETARY OF GRANTEE'S CEJ11'B7C:AlE )S.S.
AS SHOWN ABOW APPEARED BEFORE ME DOS DAY AND ACKNONLEDGED COUNTY Of KENDALL
MAi AS Sf/CH OFiCERS TIEY SCNED TD,OE1/IERED THE SAD INSTRUMENT STATE D�;L/NOS 1 This nsWlrlant Bed far record n the Records s Of/ke of
AND CAUSED ME CORPORATE SEAL ro FHKED iFIEREro AS THEW FREE 1 SS Nenddl Coont,NAOIe m ca do
AND VOLUNTARY ACT AND AS WE FREE AND VOLUNTARY ACT OF SAID COUNTY OF KENDAII AD.,2006,at O'poek_Y by Ne
ATIQV,FOR THE USES AND PURPOSES TIEREIN SET FORTH.
fie undrelgn.4 y trumenl No
oe ana,toe of
OVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF tM Eosemrrt desabed and p- fni h—does wtiy Not
20 thh, day of
X.2006,this Pat of Eae-mrlt and Cart of Easement ew COUNTY RECORDER
duly approved as to f—
NOTARY PUBLIC BM
HI SURVEYOR'S CERIVICA7E
GRAN70R's CER77RCCA,TE- ATTEST STATE OF ILLINOIS )
/b )SS
STA 7E Ac )
COUNTY OF KENDALL)
COUNTY Of, 7)ee herebY coH yythatrothe Plot Professional Easement hre.�.n r�359,do
prepared uslnq pravlous survey nfamatisn and mope,plats and
THIS W ro GER77FY THAT A(N) forth,of NO hnreonf desaribed
the less and Purposes heron set
CORPORA ROT,IS THE FEE SIMPLE DINNER O'LOT I O'AIENARDS COMMERCIAL CITY L10UNp/ CLP'RTIFlGATP a Properly.
COMMONS THIRD ADDITION AS RECORDED N KENDALL COUNry AS DOCUMENT N0.OS-Ji64�AND Dated at YwkWl0.Kendall County Whole A.D.2006.
HAS CAUSED DIE SAME ro BE PLATIED AS SHORN HEREON FAR DIE USES AND PURPOSES
HEREIN SET FORM AS ALLOWED AND PROVIDED FOR BY STATUTE;AND DOES HEREBY STATE OF ILLNOIS )
ACKNOWLEDGE AND ADOPT THE SAME UNDER 7HE STYLE AND 177LE MEREOV WOCATED, )SS
COUNTY OF KENDALL) WNW Professional Land Surwya No.)759
ME UNDERSIGNED HEREBY DEDICATES FUR PUBLIC USE THE LANDS SHOMN ON THIS PUT FOR
PUB=C SERVICE;AND HEREBY ALSO RESERVES F�ANY ELECTRIC CAS M -NON&CABLE TV Approsed by the City CaunU o/YarkMl License espkatlan date:11/70/2008
(R OMER)ELECOMM,RBCARCWS COMPANY IIN'DER fRANCYRSE AGREEMENT WIN THE lINIIEO CITY -MMals this
HE EON.ALL& MOR SUCCESSORS AND ASSIGNS THE EASEMENT PRO W/IOI ARE STATED day of 2006.
OF Yt A
DA TED AT WS_OAT-OF ?D Moyer
AMT
CRY Ark
NOTES
a7Y G1mKY CER7B7 A e This map was awled for use as a Plat of---L This map Ie
BY: not to be used far any con t u tlon or taking purposes wlthwt
Pr$Ifsd Nom-Fer/dnt PMfed Nano Serntary STATE CM'ILL1Nps ) wns.rll from a prop o agent of SmIN EngneeringwCanedtanla,Inc.
)SS •Thle Ic NOT aPlat /o - No—.Pit-.COUNTY OF KENDALL) a .."unp.---. o kP---a-a haw been allot-. this d.-.-L a
NOTARY CERTB7CAE U city pork of the City of YorkWls n.too.
llhd0.do hreby arNy Not Drs ors no drhprenf w unpaid wrrent w •No distanoe should be aaeumsd b din
Fay/tsd apscI&arse -I.w a1y de/ed bstdknsnfs appwf/ansd against •This map le wld without original emboss d or red colored seal and
STATE CN' the tract ndudsd In this plot .Ignat—oHi.eQ
Dated at Y".We,Kendall Camty,WLnaI-NN •Annotation abbreviations-
COUNTY OF )) •a --day of ,2006. P.O.S. point of beginning
P.O.C. Pont of commencement
•All bearings d distances are based an o local ordn le syalem.
'The esbtnq right.-of-way sheen herein are per deed of record.
C A NOTARY PUBLIC IN AND FOR THE city prk
COUNTY AND STATE AFORESAID,DD HEREBY CERTIFY THAT
AND
BE THE PRESDENT AND SECRETARY OF PERSONALLY KNOW ro ME ro PLAT OF EASEMENT
AS SNOW)ABOVE APPEARED BEFORE ME DOS DAY AND ACXNONLEDGED
MAr As suCH LyFrcEes MET-s6Nm AND tEL/VERED ME SAD INsTRUMENr PART OF MENARD'S COMMERCIAL COMMONS AND PART OF
AND CAUSED 7FE CT ANDA S SEAL TO A DFVOLU THERETO AS ME1R FREE MENARD'S COMMERCIAL COMMONS THIRD ADDITION
AND NX.UNTARY ACT AND AS ME FREE AND VOLUNTARY ACT OF SAD
CORPORA 170.PQR THE USES AND PURPOSES?HERON SET FORM GRAPHIC SCALE UNITED CITY OF YORKVILLE
OVEN UNDER MY NAND AND NOTARIAL SEAL 7W5 W KENDALL COUNTY, ILLINOIS Y OF xm
?0
REASONS DYM BY: DATE PROJECT NO.
IN TBE:1') L CLD 2/01/06 050519-4
NOTARY PUBLIC I loch. 50 IL 2 DSN BY: -TN—T.-HORIZ SCALE SHEET NO.
•S 1"=50'
4. CHK BY: INT: VERT SCALE: OF i
S MRF
N P=# o
Reviewed By:
Jr �� ❑ City Council
Legal
Finance ❑
ESE 1 '�` Engineer P Ir 31t,51ob
D ends Item Tracking Number
0 City Administrator El p
Consultant ❑ W ' �c�
<<E �V
City Council Agenda Item Summary Memo
Title: Kennedy Road PRV Station—Plat of Easement
City Council/COW/Committee Agenda Date: 4/3/06 Public Works Committee
Synopsis: This easement from BKFD is to locate the PRV Station on their property at the
intersection of Kennedy Road and McHugh Road.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
United City of Yorkville Memo
800 Game Farm Road
EST. „:ieas Yorkville, Illinois 60560
Telephone: 630-553-8545
Fax: 630-553-3436
LLE
Date: March 15, 2006
To: John Crois, Interim City Administratortt ,,
From: Joe Wywrot, City Engineer V.U
CC: Liz D'Anna, Administrative Assistant
Subject: Kennedy Road PRV Station—Plat of Easement
Attached find one copy of the proposed permanent easement for the Kennedy Road
Pressure-Reducing Valve Station. This station will be located at the NW corner of the
Bristol-Kendall Fire Protection District station at the intersection of Kennedy Road and
McHugh Road. BKFD has signed the Mylar original.
This station, in conjunction with the watermain improvements in Autumn Creek and
Grande Reserve Unit 16,will allow us to use water from Wells 8 and 9 in the Grande
Reserve development for the entire city. It will also move the Autumn Creek and Prairie
Meadows developments into a higher pressure zone. The PRV Station will be constructed
by the Grande Reserve developer over the next few months.
I recommend that this easement be approved. Please place this item on the Public Works
Committee agenda of April 3, 2006 for consideration.
GRANT OF
FOR
hLo WATERMAIN
TO THE
UNITED CITY OF YORKVILLE
E KENDALL COUNTY,ILLINOIS
0' 30'
SCALE FEET
N6a7B 09� .ig
89.61' R.2'J1.
. NZJ.5421'E 1$
119.27 µD ulluv EA%MEN, —_---1
It
PERMANENT 1 1
INATERM
i g EASEMEN �.6U11W Sil UNE
1 1
1 1 1
11
OWNER'S CERTIFICATE li 11 LOT 165
COUNTY
STATE OF LLNOS) 1 cI
ris
7 Nu6m FIRE l X96" E N10T=M WRLr.ONO OF M PROPERTY % 1
NE
OESOUSED UNOER aMNTORA PRROPFFM 9#011H KNO N.FOR AM N CONNNRAI1071 Z 1 \ O
or M. (ONE DOLLNt)AIO o71F t7e moo AM YALU caSOFnA7NN.�r ar
MAa1 IS IERnY ACIO=DED.Nol M GRANT m M UMDD a7Y or YOMIMX
ELNa6 7H0R RFSPECINE ULENSEEL WDOESSOW AND ASNOM AOMY APO
SVEAAILY.M PERMAIENT EASE7MU OESatlRm NEIEOI(m OOLSINICE ! p 1 \
OPEMIE AIAINTAN,RENEW.RE=7E AND ROWT FRaI TIME ro 7R1E.EARRYAN
AND DINER FACLan USED N 0"ECO0N VAIN SAID WA70WAK IOKTHM MR 7 c 1 \
RNNT OF ACOM ro M SANE AM M MIT FROM IRE TO 7I ME m IRN OR
REMOVE 7REM N19ES AND SAKSM AND m MEAN OBSTRUCTIONS FROM M
91RFAaE AND SJORMAaE AS MAY RE REASONABLY IWUNRID NCID001`m M 1 I \
u/1D17 PmYAIEr1T WAIEREIAEA�Uf ON M 9RFACE a
P \
DATED AT !INN;IMS-----AY OF 5006
1 I \
71a. 1 1 \
ATTEST:
Rr
1 1
1 1
l ✓
-----J
GRANTOR'S PROPERTY ———————
STAIE OF LL1N018)
1.MIONWAL NEIDNL OONTY. N M UNEED aTr OF STATE OF 6JJ� CMRRY OF MANE)
COUNTY OF K MEEJ 7w a m COERY THAT GE0mom EI/RRPIBZ$NC.HAS
APPROVED AND AOCIF=BY M U FIED OTY OF Y0M(RLL 6UMM NFPARED TMs ORW OF EA.4HOET AS NOM aY M ANNDEO
MT MOM VA A INIE AND CORRECT RENE®ITAWN OF SAID
PERMANENT WATERMAIN EASEMENT PRaem.FOR M USES AND PISP06ES DnOWW HERON Al
INS—DAY di 2006. 06TMICn SDRN AN N FEET AND OECSIAIS IHEMM.aylX
U/10!11 NY NND 110 SEAL AT SUGAR GROVE.U&M
TEAT PART R M LOT 755 W PRUNE IEA00116 SUBNN801
NORW ED AS 00 FEET M 70117MOILr 27.m FEET OF M ASS aN Mr K NARaI 2006
V13TO 1lr MOD EEET OF M OT 101%Y 2600 FEET @ M Bl:
M EDr CM OF mPof SAM LOT KMAALL"TIM.UUPO, N MAYOR
ATIESI
OfY CLEW aP SL PROfES'81011N.LAW 3I1RIEVOR/E72{ OQ•.11-30-416
�t wEer
n�W
4T
NW WON
Engineering Enterprises,Inc.
C1E6 EN6N@II/aLARO6URV6YORa gUpp\6
52 Mader Rood
Sugar Gmve.Illbalm 60554
PROns: (630)466-9350 PRM Yoma
OWL Y=813
i� 6 /25
♦,�Eo ciry Reviewed By:
Legal ❑ City Council
Finance
�sss ❑
Engineer �� 3(2310 6
Agenda Item Tracking Number
{ � y City Administrator —PW aodo- (0
Consultant ❑
❑
City Council Agenda Item Summary Memo
Title: Raymond Storm Sewer Outfall-Plat of Easement
City Council/ COW/ Committee Agenda Date: 4/3/06 Public Works
Synopsis: This easement from Inland will allow a section of the Raymond Storm Sewer
Outfall Sewer to be constructed near Commercial Drive.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
Cyr o United City of Yorkville Memo
800 Game Farm Road
EST. 1836 Yorkville, Illinois 60560
Telephone: 630-553-8545
F p Fax: 630-553-3436
<LE `w
Date: March 23, 2006
To: John Crois, Interim City Administrator
From: Joe Wywrot, City Engineer
CC: Lisa Pi&wing,<( ffice,Ass}scant
Subject: Raymond Storm Sewer Outfall—Plat of Easement
Attached find one copy of a proposed plat of easement for a section of the Raymond
storm sewer outfall. This easement is located adjacent to the Caledonia subdivision and
immediately west of Lot 24 in the Yorkville Business Center(247 Commercial Drive).
I recommend that this plat of easement be approved. Please place this item on the Public
Works Committee agenda of April 3, 2006 for consideration.
LOCATION MAP
Grant of 'basement
EASEMENT
THAT PART DOFCT T
THE NORTHEAST OU R OF SECTION 17, TOWNSHIP 37 l�lOCGO
NORTH, RANGE 7 EAST OF THE THI D PRINCIPAL MERIDIAN, DESCRIBED V
AS FOLLOWS:
COMMENCING AT THE INTERSECTION OF THE WEST LINE OF LOT 5 EXTENDED o m e
NORTHERLY IN YORKVILLE BUSINE r"CENTER UNIT 2, ACCORDING TO THE m
PLAT THEREOF RECORDED AS DOCU "'T NUMBER 200000012408, AND m
SOUTH LINE OF FISHERS SUBDIVI N EXTENDED WESTERLY. ACCORDING m
TO THE PLAT THEREOF RECORDED ,;DOCUMENT NUMBER 884011: THENCE
SOUTH 00 DEGREES 12 MINUTES 0 ECONDS EAST ALONG SAID WEST LINE
30.01 FEET TO A POINT ON A LI -LYING 30.00 FEET SOUTH OF AND PARALLEL
�'"� WITH SAID SOUTH LINE OF FISHE 'SUBDIVISION EXTENDED WESTERLY. v=
rslTE SAID POINT BEING THE POINT OF GINNING: THENCE NORTH 88 DEGREES 40 m
NATION MINUTES 19 SECONDS EAST ALONG ID PARALLEL LINE 411.72 FEET TO THE m
WEST LINE OF LOT 24 IN YORKVI BUSINESS CENTER UNIT 3. ACCORDING
TO THE PLAT THEREOF RECORDED DOCUMENT NUMBER 20010008620;
mR�a+ THENCE SOUTH 00 DEGREES 12 MI , ES 00 SECONDS EAST ALONG SAID
WEST LINE OF LOT 24 A DISTANC F 45.01 TO A POINT ON A LINE LYING x
90.00 FEET SOUTH OF AND PARAL WITH SAID SOUTH LINE OF FISHERS
SUBDIVISION EXTENDED WESTERLY HENCE NORTH 88 DEGREES 40 MINUTES
mism 19 SECONDS WEST ALONG THE LAS ESCRIBED PARALLEL LINE 410.54 FEET
TO A POINT ON SAID WEST LINE LOT 5 EXTENDED; THENCE NORTH 00
DEGREES 12 MINUTES 00 SECONDS ST FEET ALONG SAID WEST LINE OF
IOLINOEXTENDED 45.01 TO THE P OF BEGINNING. IN KENDALL COUNTY.
,,.,.,.
TRACT A
(PROPOSED CALEDONIA SUED I V I S PON) s.UZQFI�SSHE S SUBONISION
EATRLY
P.O.C. 430.05' Se8'40'19'W
N.UNE OF YaRKVILLE BUS/NESS
CENTER UNIT J
PER DOC 20010008620
� a I
P.O.S. 411.72' __ -- ---------
----------------NBB•�OT19 E YORKVIL!_E BUSINESS
CENTER UNIT 3
C!8 Doc. No. 20010008620
w n ( g LOT 24 LOT 23
SO NEREB/N Al ED N
410.54' i---------_
____ ---------------- _-- ---
- S86-40 19'M
rE
WSWED OF ILLINOIS)
HEM 6RMTE0 COUNTY OF KENDALL) SS
——— APPROVED AND ACCEPTED BY THE UNITED CITY OF YORKVILLE.
——————————————————— ILLINOIS. THIS _____ DAY OF----------- 20__.
�Q BY: ------------------------
UNITED CITY OF YORKVILLE �l0 MAYOR
EASEMENT PROVISIONS �6Q 1 STATE OF ILLINOIS! I m BY: __CITY______ _______
PUBLIC UTILITY AND DRAINAGE EASEMENT cJ )SS o CITY CLERK
A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC �� COUNTY OF DUPAGE)
AMERITECH, NICOR COM ED. JONES INTERCABLE. OTHER PUBLIC UTILITIES, AND b C
HOLDERS OF EXISTING FRANCHISES GRANTED BY THE CITY OF YORKVILLE. THIS IS TO CERTIFY THAT THE UNDERSIGNED,wmaavr_ . B ctNFC, m x
ILLINOIS. AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS WITHIN THE AREAS CENTER. LL_C 1S THE FEE SIMPLE OWNER OF 7- DESCRIBED�'�+i R ro
SHOWN ON THE PLAT AS PUBLIC UTILITY 6 DRAINAGE EASEMENT" (abbreviated UNDER GRANTOR'S PROPERTY SHOWN HEREON, ATJi.fNAT YaRKVI T
INSPECT MAINOTAINNAND OPERATE UNdERGROUNCRTRAN5Mi55IaNRANDYE. REPLACE, BUSINESS CENTER. LLC FOR AND IN CONSIOE ON,OF E1.00 (ONE �m� I " rn
DISTRIBUTION SYSTEMS AND LINES UNDER THE SURFACE OF THE 'PUBLIC DOLLAR) AND OTHER GOOD AND VALUABLE CON JEI AIT:IgN. RECEIP'i my
UTILITY 6 DRAINAGE EASEMENT" INCLUDING WITHOUT LIMITATION TO OF WHICH IS HEREBY ACKNOWLEDGED, HEREBY I[yTfS,TO THE s
TELEPHONE CABLE, GAS MAINS ELECTRIC LINES CABLE TELEVISION LINES. AND UNITED CITY OF YORKVILLE. ILLINOIS THE ESP.ECTIVE �^
ALL HTECESSARY FACILITIES APPURTENANT THERTO, TOGETHER WITH THE NECESSARY LICENSEES. SUCCESSORS AND ASSIGNS JDININS SEVERALLY. =rn NOTE:
THE PERMANENT AND TEMPORARY EASEMENTS AN16 HEREON.
AND REQUIRED FOR SUCH USES AND PURPOSES AND TOGETHER WITH THE ( TEMPORARY EASEMENT TO EXPIRE ONE (1) YEAR FROM
m F RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF TO CONSTRUCT. OPERATE. MAINTAIN. RENEW. RELgfzA.T. AND
�' EACH LOT TO SERVE IMPROVEMENTS THEREON. REMOVE. FROM TIME TO TIME, STORM SEWER A.lp, (FfER I THE RECORDING OF THIS PLAT.
rm C FACILITIES USED IN CONNECTION WITH SAID O MB SEWER.
i m m A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TOGETHER WITH RIGHT OF ACCESS TO THE SAA, THE RIGHT
Ug TO THE UNITED CITY OF YORKVILLE, ILLINOIS TO CONSTRUCT INSTALL FROM TIME TO TIME TO TRIM OR REMOVE TREE$�'Q S1ES AND
O RECONSTRUCT REPAIR REMOVE REPLACE AND INSPECT FACILITIES FOR THE SAPLINGS AND TO CLEAR OBSTRUCTIONS FROMT}�E'`SIDRFACE
o TRANSMISSION AND DI�TRIBUTISN OF WATER. STORM SEWERS SANITARY
SEWERS AND ELECTRICITY WITHIN THE AREAS SHOWN ON THt PLAT AS 'PUBLIC AND SUBSURFACE AS MAY BE REASONABLY RED ACGD:ENT I
2� FOR THE PERSONNEL ANDtEO IPMENTGNECESSARYHANDRREQUIREDAFORSSUCHERETO THE P RMANENTON I STATE OF ILLINOIS)
SS
(In °� USES AND PURPOSES. STORM SEWER EASEMENT. COUNTY OF COOK )
< THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON THE TEMPORARY EASEMENT SHALL EXPIRE ONE (I YEAR AFTER
ro� EASEMENTS HEREIN DESCRIBED FOR THE USES HEREIN SET FORTH AND THE WE DECLARE THAT THE ABOVE DESCRIBED PROPERTY WAS SURVEYED BY
RIGHT TO CUT TRIM. OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS RECORDING OF PLAT. SPACECO. INC.. AN ILLINOIS PROFESSIONAL DESIGN FIRM, NUMBER
LZ WITHIN THE AREAS DESIGNATED AS "PUBLIC UTILITY AND DRAINAGE EASEMENT" I 184-001157. FOR THE PURPOSE OF GRANTING AN EASEMENT AS
REPAIRINNEMOVAL WITH THE OPERATION OF TRHEIRION. OAT AT AK BROOK, ILLINOIS. THIS ��'�":,. ..DAY OF I SHOWN. AND THAT THE PLAT IS A CORRECT REPRESENTATION OF SAID
2006.
UNDERGROUND TRANSMISSION ANb DISTRIBUTION SYSTEMS AND FACILITIES A Lg 06. EASEMENT.
APPURTENANT THERETO. NO PERMANENT BUILDINGS, STRUCTURES, OR
OBSTRUCTIONS SHALL BE CONSTRUCTED IN, UPON, OR OVER ANY AREAS ALL DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF.
DESIGNATED AS "PUBLIC UTILITY A DRAINAGE EASEMENT" BUT SUCH AREAS
MAY BE USED FOR GARDENS SHRUBS, TREES LANDSCAPING, DRIVEWAYS AND
� ES PRIDENT
OTHER RELATED PURPOSES THAT 00 NOT UNREASONABLY INTERFERE WITH � I NO DISTANCES OR ANGLES SHOWN HEREON MAY BE ASSUMED BY SCALING.
THE USES HEREIN DESCRIBED. jL
THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED GIV N UNDER OUR HAND AND SEAL THIS /Z OF a I.�
AND RESERVED FOR THE ABOVE NAMED ENTITIES BY EACH OF SUCH ENTITIES 'fte.� r[f FN F�.b
SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH OR PRECLUDE - 200 IN ROSEMONT. IL LAOIS. ``%
THE OCCUPATION AND USE THEREOF BY OTHER ENTITIES FOR WHICH SUCH STATE OF ILLINOIS)
EASEMENTS ARE GRANTED AND RESERVED. THE CROSSING AND RECROSSING
OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL BE DONE IN SUCH A )SS
MANNER SO AS NOT TO INTERFERE WITH, DAMAGE OR DISTURB ANY COUNTY OF OUPAGE) r, i—N
TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT / ! I.-P.L.S. PROPE55)ONAL t
C. RIAN LOUNSBURY. No. 03 2841pq•
THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED OR RECROSSED. 1,/,�gAr�AAVMXkA NOTARY PUBLIC. IN AND1 DO COUNTY'
NO USE OR OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES AND STATE AFORESAID. DO HEREBY CERTIFY THAT E1&2IdV?fiLLE BUSINESS BASIS OF BEARING: '�
SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR OR CHANGE THE SURFACE
CENTER, LLC. P RS NALY KNOWN TO ME TO BE:O c LICENSE EXPIRES: 11-30-2006 aL1fNBTs
DRAINAGE PATTERNS. Y A• 1)7700 THE SAME PERSONS SS ARE FINAL PLAT OF R SUBDIVISION
pO � a Ogg,`
BUSINESS CENTER SUBDIVISION
THEEEXERCI EXERCISE ITS EASEMENT RIG OSSUR ACE RES 0 RESTORATION OF ITTY SHALL E IN ME THIS BDAY TINT PERSON GAND GACKNOWLEDGED THI'tT. 5$GNED RECORDED 10-10-2000
3808 (VALID ONLY IF EMBOSSED SEAL AFFIXED)
BUT NOT LIMITED TO THE RESTORATION REPAIR OR REPLACEMPNT OF PAVEMENT, AND DELIVERED THE FORGOING INSTRUMENT NOT'' , UlALLY. -
CURB, GUTTERS, TREES, LAWN OR SHRU86ERY. PROVIDED HOWEVER, THAT SAID BUT AS OFFICERS OF SAID Y �°'^""' REVISIONS1 DATE: �"
CITY SHALL BE OBLIGATED FOLLOWING SUCH MAINTENANCE WORK TO BACKFILL FOR THE USES AND PURPOSES THERE N q L"
AND MOUND ALL TRENCH CREATED SO AS TO RETAIN SUITABLE DIAINAGE TO M IE 12/13/05 i 11/22/05.
COLD PATCH ANY ASPHALT OR CONCRETE SURFACE, TO REMOVE ALL EXCESS GIVEN UN R MY�IAND AND NOTORIAL SIFA ;l 1/27/06
DEBRIS AND SPOIL, AND TO LEAVE THE MAINTENANCE AREA IN A GENERALLY QQ�� L,F - a -
DAY OF/J/R,,.�./1./ 2006. JOB NO 7"" "
CLEAN AND WORKMANLIKE CONDITION. MY COMMI /2mg fjli�.. _ / / ter:-. .. - 3377: ..
r
Reviewed By:
J2 O� Legal ❑ City Council
18 Finance ❑
ES7: •, :_; 36 I
Engineer 3(z`I o 6
t ` City Administrator ❑ A e da Item Trackin Number
�`��'�O consultant ❑
-P9 aoo�-7o
<LE �V
City Council Agenda Item Summary Memo
Title: FPA Expansion Agreement—Hattner Property
City Council/COW/Committee Agenda Date: 4/3/06 Public Works
Synopsis: This proposal in the amount of$7500 is to prepare documents for submittal to
Illinois EPA to add this property to the YBSD Facility Planning Area.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
United City of Yorkville Memo
800 Game Farm Road
EST , 1836 Yorkville, Illinois 60560
-� Telephone: 630-553-8545
Fax: 630-553-3436
<LE
Date: March 21, 2006
To: John Crois, Interim City Administrator
From: Joe Wywrot, City Engineer
CC: Lisa Pickering,Office Assistant
Subject: FPA Expansion Agreement—Hattner Property
Attached find one copy a proposal from Walter E. Deuchler Associates to prepare and
submit FPA expansion requests to the Illinois EPA for the referenced property. This
property is located on the east side of Route 47 immediately south of the Heartland
Crossing development.
The proposal is in the amount of$7,500. This work would be funded by the city with
deposits received from the property owner, who has requested that this work be done. We
would not give Deuchler the Notice to Proceed until the deposit is received.
Please place this item on the Public Works Committee agenda of April 3, 2006 for
consideration.
WALTER E. DEUCHLER ASSOCIATES INC.
Consulting Engineers
230 WOODUwN AVENUE • TELEPHONE (630) 8974651 • FAx (630)-5696
March 17, 2006
Mr. Joe Wywrot
City Engineer
City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
RE: Engineering Agreement for FPA Amendment YBSD
Hattner Property
Dear Joe:
Please find enclosed three(3)copies ofthe Engineering Agreement for amending the YBSD's Facility Planning
Area(FPA) on the southeast side of YBSD's service area, as delineated on the attached Exhibit A.
We have stated in the Engineering Agreement an amount of$7,500 to perform this FPA amendment.
We thank you for the opportunity to be of service, and should you have any questions, do not hesitate to call.
Very truly yours,
WALTER DE ASSOCIATES,INC.
Phili pe F. Moreau, P.E.
PFM/mw
Encl.
cc: Ralph Pfister, YBSD
• Design and Construction • Project Financing
•Water Works and Sewerage • Buildings and Structures
•Streets and Street Lighting • Investigations and Reports
ENGINEERING AGREEMENT
FOR FPA AMENDMENT YBSD
HATTNER PROPERTY
UNITED CITY OF YORKVILLE
2006
This Agreement is made and entered into this day of , 2006, by and
between Walter E.Deuchler Associates,Inc.whose address is 230 S.Woodlawn Avenue,Aurora,IL
60506,hereinafter called the"Engineer", and the United City of Yorkville,Kendall County,Illinois,
hereinafter called the "Owner", and covers certain professional engineering services in connection
with the improvement.
Witnesseth that, in consideration of these premises and of the mutual covenants herein set
forth,
Now, therefore, the Owner and Engineer, in consideration of their mutual covenants, herein
agree in respect to the performance of professional engineering services by the Engineer, and the
payment for those services by the Owner, as set forth below.
SECTION 1 - PROJECT DESCRIPTION
1.1 The Yorkville-Bristol Sanitary District(YBSD)intends to serve undeveloped lands outside of
its facility planning area(FPA)with sanitary sewers, following requests from developers and
property owners with intent to provide preliminary plans to the Owner for review and approval.
These said undeveloped lands are located on the southeast side of the FPA as shown on the
attached Exhibit A, which requires an Amendment to the Facility Plan.
SECTION 2 - THE ENGINEER AGREES
2.1 To perform professional engineering services in connection with the Project, as hereinafter
stated.
2.2 To serve as the Owner's professional engineering representative in those phases of the Project
to which this Agreement applies, and to give consultation and advice to the Owner during the
performance of services.
G:\CONTR\YBSD-FPA AMEND\HATTNERwpd
-2-
2.3 To petition to the Illinois Environmental Protection Agency (IEPA) for a Water Quality
Management Plan Amendment which will consist of the following:
— Summary and need of the requested amendment
— Geophysical information
— Current FPA status
— Population and household forecast
— Area land uses
— Wastewater treatment loadings
— Alternative wastewater treatment
— Cost effectiveness of wastewater alternatives
— Wastewater services costs
— Per household user costs
— Environmental characteristics of the amended area
— Stormwater Management
— Soil Erosion and Sediment Control
— Floodplain Management
— Stream and wetland protection
— Legal Description of the amended area
2.4 To send, by certified mail, copies of the FPA Amendment to all local government agencies
within 1.5 miles from the proposed amended area.
2.5 To respond to comments received by the IEPA from local government agencies.
SECTION 3 - THE OWNER AGREES
3.1 To furnish available data such as utility maps, in the Amendment, available plans of proposed
subdivisions and legal descriptions of those properties included.
3.2 To designate in writing a person to act as Owner's representative with respect to the services
to be performed or furnished by Engineer under this Agreement. Such person will have
complete authority to transmit instructions, receive information, interpret Owner's policies
and decisions with respect to Engineer's services for the Project.
3.3 To pay the Engineer, for those services described in Section 2 a lump sum amount of$7,500
paid in the amount of 75%at the completion of the tasks provided in Sections 2.3 and 2.4, and
the balance at the completion of the tasks described in Section 2.5.
3.4 That those services beyond the scope of Section 1 and not included in Section 2, will be
considered additional work. Compensation for additional work will be paid in accordance with
the attached 2006 Fee Schedule for the 2006 calendar year or the current schedule in effect
after calendar year 2006.
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-3-
3.5 That payments due the Engineer for services rendered will be made in monthly payments
based upon actual work completed.
3.6 To pay Engineer within thirty (30) days after the invoice date, after which, payment will
increase at an interest rate of 1.5% per month.
3.7 That Engineer has the right to suspend or terminate service if undisputed charges are not paid
within forty-five (45) days of receipt of Engineer's invoice, and Owner agrees to waive any
claim against Engineer arising,and to indemnify,defend,and hold Engineer harmless from and
against any claims arising, other than from Engineer's negligence or wrongful conduct, from
Engineer's suspension or termination due to Owner's failure to provide timely payment. Owner
recognizes that any charges not paid within thirty(3 0)days are subject to a late payment charge
equivalent to 1.5% of the balance due for each additional month or fraction thereof that
undisputed charges remain unpaid.
3.8 In the event of termination by Owner under Section 4.2 for convenience or by Engineer for
cause,Engineer,in addition to invoicing for those items identified in Sections 3.3 and 3.4 shall
be entitled to invoice Owner and shall be paid a reasonable amount for services and expenses
(not to exceed a total of$1000.00), directly attributable to termination, both before and after
the effective date of termination, such as reassignment of personnel, costs of terminating
contracts with Engineer's Consultants, and other related close-out costs, using methods and
rates for Additional Services as set forth in Section 3.4, but in addition to amounts paid
thereunder. In addition a 10% charge of the unbilled amount as set forth in Section 3.3 shall
be paid by the Owner to the Engineer.
3.9 To pay the Engineer an additional 8% for sublet services and outside vendor expenses.
3.10 In the event that Owner shall bring any suit, cause of action or counterclaim against Engineer,
to the extent that Engineer shall prevail, Owner or the party otherwise initiating such action
shall pay to Engineer the cost and expenses incurred to answer and/or defend such action,
including reasonable attorneys fees and court costs. In no event shall Engineer indemnify any
other party for the consequences of that party's negligence, including negligent failure to
follow Engineer's recommendations.
3.11 Engineer's employees shall not be retained as expert witnesses except by separate written
agreement. Owner agrees to pay Engineer pursuant to Engineer's current fee schedule for any
Engineer employee(s) subpoenaed by any party as an occurrence witness as a result of
Engineer's services.
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3.12 The Engineer will not be responsible for job or site safety of the Project other than arising
from validly implemented affirmative recommendations therefor. Job and site safety will be
the sole responsibility of the contractor/contractors of the Project unless contracted to others.
3.13 The Owner shall require in any agreement it makes with a Contractor for the Project that the
Contractor shall obtain Commercial General Liability Insurance with contractual liability and
shall name the Engineer, its employees and consultants, as additional insured, with said
coverage to be primary and non-contributory. In addition, the Owner agrees to name the
Engineer, its employees and consultants, as an additional insured on any policy of Owner
covering the Project, with said coverage to be primary and non-contributory. When Owner
requests services of the Engineer in any capacity other than as a design professional, then, to
the fullest extent permitted by law, the Owner shall defend, indemnify, and hold harmless the
Engineer, its employees and consultants, from and against claims, damages, losses, costs,
including but not limited to reasonable attorneys fees and costs, ("Losses") arising out of or
resulting from the Engineers performance of services other than as a design professional
(including any services that could be construed as those of a construction manager)provided
that such Losses are attributable to bodily injury, sickness, disease or death, or to injury to or
destruction of tangible property to the extent caused, in whole or in part, by the contractor,
subcontractor, or anyone directly or indirectly employed by them or anyone for whose acts
they may be liable. This provision shall survive the termination or completion of this
Agreement.
3.14 Neither the professional activities of the Engineer, nor the presence of the Engineer or his or
her employees and subconsultants at a construction site, shall relieve the General Contractor
and any other entity of their obligations, duties and responsibilities including, but not limited
to, construction means, methods, sequence, techniques or procedures necessary for
performing, superintending or coordinating all portions of the work of construction in
accordance with the contract documents and any health or safety precautions required by any
regulatory agencies. The Engineer and his or her personnel have no authority to exercise any
control over any construction contractor or other entity or their employees in connection with
their work or any health or safety precautions. The Owner agrees that the General Contractor
is solely responsible for job site safety, and warrants that this intent shall be made evident in
the Owner's agreement with the General Contractor. The Owner also agrees that the Owner,
the Engineer and the Engineer's consultants shall be indemnified and shall be made additional
insureds under the General Contractor's general liability insurance policy. In addition, and
notwithstanding any other provisions of this Agreement,the Owner agrees,to the fullest extent
permitted by law, to indemnify and hold harmless the Engineer, his or her officers, directors,
employees,agents and subconsultants from and against all damage, liability or cost,including
reasonable attorneys' fees and defense costs, arising out of or in any way connected with the
Project or the performance by any of the parties above named of the services under this
Agreement, excepting only those damages, liabilities or costs attributable to the sole
negligence or willful misconduct of the Engineer.
3.15 The Owner agrees to limit Engineer's liability specifically and exclusively to the Owner on the
G:\CONTR\YBSD-FPA AMEND\HATTNER.wpd
-5-
Project arising from Engineer's professional acts, errors, or omissions or breach of contract
or other cause of action, such that the total aggregate liability of Engineer to all those named
shall not exceed $100,000.00 or the total cumulative fees for the services rendered for this
Project, whichever is greater; and Owner hereby releases Engineer from any liability above
such amount.
3.16 If any of the provisions contained in this Agreement are held illegal,invalid, or unenforceable,
the enforceability of the remaining provisions will not be impaired.
3.17 That any difference between the Engineer and Owner concerning the interpretation of the
provisions of this Agreement shall be referred to a committee of disinterested parties
consisting of one member appointed by the Engineer,one member appointed by the Owner and
a third member appointed by the two other members for disposition and that the committee
shall attempt to resolve the difference by formal non-binding mediation conducted in
accordance with rules and procedure to be agreed upon by the parties.
SECTION 4 - IT IS MUTUALLY AGREED
4.1 During the progress of work under this Agreement, the Engineer shall continuously monitor
its costs and anticipated future costs, and if such monitoring indicates possible costs in excess
of the amounts stated in Section 3 above, the Engineer shall immediately notify the Owner of
such anticipated increase and the compensation for engineering services shall be adjusted, if
any, by amendment to this Agreement.
4.2 This Agreement may be terminated by the Owner upon giving notice in writing to the Engineer
at his last known post office address. Upon such termination, the Engineer shall cause to be
delivered to the Owner all drawings, specifications,partial and completed estimates and data,
with the understanding that all such material becomes the property of the Owner. The Engineer
shall be paid for any services completed and any services partially completed in accordance
with Section 3.
4.3 That the Engineer warrants that he has not employed or retained any company or person, other
than a bona fide employee working solely for the Engineer, to solicit or secure this
Agreement,and that he has not paid or agreed to pay any company or person,other than a bona
fide employee working solely for the Engineer, any fee, commission,percentage, brokerage
fee, gifts, or any other consideration, contingent upon or resulting from the award or making
of this Agreement. For breach or violation of this warranty the Owner shall have the right to
void this Agreement without liability whatsoever.
4.4 That the Owner acknowledges that the Engineer is a corporation and agrees that any claim made
by the owner arising out of any act or omission of any director, officer or employee of the
Engineer, in the execution or performance of this Agreement shall be made against the
Engineer and not against such director, officer or employee.
G:\CONTR\YBSD-FPA AMEND\HATTNERwpd
-6-
4.5 That the Owner and the Engineer each binds himself and his partners, successors, executors,
administrators and assigns to the other party of this Agreement and to the partners, successors,
executors, administrators and assigns of such other party in respect to all covenants of this
Agreement;except as above,neither the Owner nor the Engineer shall assign,sublet or transfer
his interest in this Agreement without the written consent of the other. Nothing herein shall
be construed as creating any personal liability on the part of any office or agent of any public
body which may be a party hereto, nor shall it be construed as giving any right or benefits
hereunder to anyone other than the Client and the Engineer.
4.6 All Reports, Drawings, Specifications, other documents, and magnetic media prepared or
furnished by the Engineer pursuant to this Agreement are instruments of service in respect to
the Project, and the Engineer shall retain ownership of said documents and magnetic media
including the right of reuse by and at the discretion of the Engineer whether or not the Project
is completed. The Owner may retain copies, including reproducible copies, of the Engineer's
documents and magnetic media for information and reference in connection with the use and
occupancy of the Project by the Owner and others; however, the Engineer's documents and
magnetic media are not intended or represented to be suitable for reuse by the Owner or others
on additions or extensions of the project, or on any other Project. Any such reuse without
written permission and verification or adaption by the Engineer for the specific purpose
intended will be at the Owner's sole risk and without liability or legal exposure to the Engineer.
The Owner shall indemnify and hold harmless the Engineer from all claims, damages, losses
and expenses including attorneys' fees arising out of or resulting therefrom. Any furnishing
of additional copies and verification or adaptation of the Engineer's comments and magnetic
media will entitle the Engineer to claim and receive additional compensation from the Owner.
4.7 The Engineer's agent shall perform the function of Agent or Representative of the Owner,
during the performance of the PROJECT. The Engineer may be required to enter private
properties and private premises to perform the work identified in the PROJECT. The Owner
agrees to indemnify, defend and hold harmless the Engineer from any claim, suit, liability,
damage, injury, cost or expense, including attorney fees, arising out of Engineer's entry into
private properties and private premises, unless resulting from Engineer's negligence or
wrongful conduct under Section 3.7 or as provided by law.
4.8 Engineer has no control over the cost of labor, materials, equipment or services furnished by
others, or over the Contractor(s) methods of determining prices, or over competitive bidding
or market conditions.Engineer's opinions of probable total project costs and construction cost
provided for the project are to be made on the basis of Engineer's experience and
qualifications and represent Engineer's best judgement as an experienced and qualified
professional Engineer familiar with the construction industry; but Engineer cannot and does
not guarantee that proposals, bids or actual total project or construction costs will not vary
from opinions of probable cost prepared by Engineer.
G:\CONTR\YBSD-FPA AMEND\HATTNER.wpd
-7-
IN WITNESS WHEREOF,the parties have caused this Agreement to be executed in triplicate
counterparts, each of which shall be considered as an original by their duly authorized officers, this
day of , 2006.
Executed by the Owner: United City of Yorkville
State of Illinois
ATTEST:
By By
Title: City Clerk Title: Mayor
Executed by the Engineer: Walter E. Deuchler Associates, Inc.
230 S. Woodlawn Avenue
Aurora, IL 60506
By
Title: Presi nt
G:\CONTR\YBSD-FPA AN END\HA=Kwpd
Walter E_ Deuchler Assoc. 2006 FEE SCHEDULE
CLASSIFICATION RANGE OF BILLING RATE
CLERICAL 55.00-70.00
JR. TECHNICIAN 35.00-50.00
TECHNICIAN/DRAFTSPERSON 60.00-85.00
CONSTRUCTION OBSERVER 65.00-80.00.
SURVEY CREW (2 Members) 120.00-155.00
ENGINEER 72.00-95.00
PROJECT ENGINEER 94.00-120.00
PROJECT MANAGER........
LAND SURVEYOR...........
PRINCIPAL......... 112.00-145.00
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WALTER E. DEUCHLER ASSOCIATES, INC. aVaa�e YORKYILLE BRISTOL SANITARY DISTRICT
_ EXHIBIT A 1
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'i V"7""'�"' — ®uu��'•zaao'�.o ow�\ry\o.oeo-of\Ex�nerte ,p„a gee/o.osa/o. FACILITY PLANNING AREA AMENDMENT °f 1
14&i,�S-
Reviewed By:
J� �•n Legal ❑ City Council
Finance ❑
EST , -1836 L�(ob
Engineer
y City Administrator ❑ Age d ns Item Tracking Number
Consultant ❑
aoo� - i
SCE ��' ❑
City Council Agenda Item Summary Memo
Title: 2005 In-Town Drainage Program—Request for Additional Compensation
City Council/ COW/Committee Agenda Date: 4/3/06 Public Works Committee
Synopsis: This request for$8410 additional compensation is for the additional time needed
to complete the project.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name R Department
Agenda Item Notes:
Cyr o United City of Yorkville Memo
800 Game Farm Road
Es, ,e3s Yorkville, Illinois 60560
Telephone: 630-553-8545
y Fax: 630-553-3436
SCE
Date: March 20, 2006
To: John Crois, Interim City Administrator
From: Joe Wywrot, City Engineer ,UP
CC: Lisa Pickering, Office Assistant
Subject: 2005 In-Town Road Program—Request for Additional Compensation
Attached find a request from Smith Engineering for additional compensation related to
last year's In-Town Road Program projects. The request, in the amount of$8410.00, is
for additional man-hours related to delays associated with the project. Smith has not
provided detailed information about the delays,but the mains reasons for delays were
waiting for utility relocations to be completed,bad weather, and re-designs due to
unanticipated utility conflicts. While some of these could have been anticipated, the
majority could not have been anticipated. Therefore I recommend approval of this request
for additional compensation in the amount of$8410.00.
Please place this item on the Public Works Committee agenda of April 3, 2006 for
consideration.
Smith Engineering Consultants, Inc.
Civil/Structural Engineers and Surveyors
February 23,2006
Mr.Joe Wywrot
City Engineer
United City of Yorkville
800 Game Farm Road
Yorkville,Illinois 60560
RE: Yorkville 2005 In-Town Drainage Improvement Program
SEC Job No.YORK-050148-6
Dear Mr. Wywrot:
As previously discussed between the United City of Yorkville(City)and Mark Landers,Construction Engineer
for Smith Engineering Consultants,Inc.(SEC), it has been determined that additional man-hours were used by
SEC to complete the work as described in our original contract for the 2005 In-Town Drainage Program.
The original agreement between the City and SEC was based on a ten(10)week project duration and the plans,
as bid,detailed a completion date of June 30,2005,allotting nine(9)weeks to complete the project. According
to SEC's project documents,approximately 16 weeks were used. This extra time resulted in additional hours
spent by SEC to monitor the project until its completion.
An additional 98 hours have been used for construction observation services and project administration due to
this extra construction time. These services have cost an additional$8,410.00 in extras to the original contract.
Please approve and sign this acceptance letter and return to our office. If you have any questions or require any
additional information,please call. I may be reached at 630.553.7560.
Sincerely,
SMITH ENGINEERING CONSULTANTS,INC.
�-r--
Donal".T yba,P.E.
Technical Manager/Senior Construction Engineer
cc: Linda Caroselli, SEC
Accepted By Company
Title Date
L:Uobs\Smith\2005\050148 Yorkville Drainage Observation\adminishation\supplements\050148-6-SEC Addendum#1-023106-djr.doc
759 John Street,Yorkville,IL 60560 www.smithengineering.com
Telephone 630.553.7560 Fax 630.553.7646
Reviewed By:
Legal ❑ City Council
e Finance ❑
sr. , r Engineer 3 l►W.e
City Administrator ❑ A enda Item Tracking Number
consultant ❑
LE
City Council Agenda Item Summary Memo
Title: 2006 Crack Filling Project—MFT Appropriation Resolution
City Council/COW/Committee Agenda Date: 4/3/06 Public Works
Synopsis: This resolution is to appropriate $30,000 of MFT funds for our annual crack
filling project.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
C��o United City of Yorkville Memo
800 Game Farm Road
Esr. 1 -: .a 1836 Yorkville, Illinois 60560
Telephone: 630-553-8545
L Fax: 630-553-3436
4' P O
CE
Date: March 16, 2006
To: John Crois, Interim City Admi 'stratoFFr\\
From: Joe Wywrot, City Engineer V
CCU<Livstaut
Subject: 2006 Crack Filling Project—MFT Appropriation Resolution
Attached find one copy of a proposed MFT appropriation resolution in the amount of
$30,000 for this year's crack filling project. This year we are planning to fill the edge of
pavement and random cracks in portions of Kylyn's Ridge, Fox Hill, River's Edge,
Sunflower Estates, Fox Highlands, and some miscellaneous areas around town. If we
come in under budget after those areas are complete, we will add other areas such as the
end of East Main Street, Colonial Parkway, etc.
Please place this item on the April 3, 2006 Public Works Committee agenda for
consideration.
Resolution for Maintenance of
(t 111inois Depaitmlle It Streets and Highways by Municipality
of Transportation Under the Illinois Highway Code
BE IT RESOLVED, by the City Council of the
(Council or President and Board of Trustees)
United City of Yorkville , Illinois, that there is hereby
(City,Town or Village) (Name)
appropriated the sum of $30,000.00 of Motor Fuel Tax funds for the purpose of maintaining
streets and highways under the applicable provisions of the Illinois Highway Code from May 1, 2006
(Date)
to April 30, 2007
(Date)
BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the approved
Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection with this
resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above.
BE IT FURTHER RESOLVED, that the Clerk shall, as soon a practicable after the close of the period as given above,
submit to the Department of Transportation, on forms furnished by said Department, a certified statement showing
expenditures from and balances remaining in the account(s)for this period; and
BE IT FURTHER RESOLVED, that the Clerk shall immediately transmit two certified copies of this
resolution to the district office of the Department of Transportation, at Ottawa , Illinois.
I, Jacquelyn Milschewski Clerk in and for the United City
(City,Town or Village)
of Yorkville , County of Kendall
hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by
the City Council at a meeting on April 25, 2006
(Council or President and Board of Trustees) Date
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of
(SEAL) City Clerk
(City,Town or Village)
Authorized MFT Expenditure
Date
Department of Transportation
Regional Engineer
Page 1 of 1 BLR 14230(Rev.9/05)
Printed on 3/29/2006 3:25:08 PM
Nb�l�
Reviewed By:
Legal ❑ City Council
EST. 1836 Finance ❑
1 Engineer 1 �" ��"3��6
City Administrator ❑ Agenda item Tracking Number
Consultant ❑
-P1
City Council Agenda Item Summary Memo
Title: Engineering Enterprises, Inc. —Proposed Hourly Rate Changes
City Council/COW/Committee Agenda Date: 4/3/06 Public Works Committee
Synopsis: EEI is requesting an increase in hourly rate charges.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
r o United City of Yorkville Memo
�a a
800 Game Farm Road
EST. -�_ _,. :1836 Yorkville, Illinois 60560
Telephone: 630-553-8545
O Fax: 630-553-3436
r `
' .E
Date: March 13, 2006
To: John Crois, Interim City Admi 'strator
From: Joe Wywrot, City Engineer
CC: Liz D'Anna,Administrative As stant
Julie Ciesla, Sr. Accounting Clerk
Subject: Engineering Enterprises, Inc. —Proposed Hourly Rate Changes
Attached find a request from EEI to agree to an increase in hourly rate charges for work
performed in 2006. I have attached the 2005 Standard Schedule of Charges for
comparison purposes. All hourly rates for personnel are proposed to increase by$6.00
per hour. The hourly rate for a vehicle related to construction inspection would increase
by$2.00 per hour. The average percentage increase for all personnel is about 6.8%. This
increase is lower for the higher-paid positions (about 4.5%), and higher for the lower-
paid positions (about 10%).
Please place this item on the Public Works Committee agenda of April 3, 2006 for
consideration.
52 Wheeler Road • Sugar Grove, IL 60554
TEL: 630/ 466-9350
it FAX: 630/ 466-9380
www.eeiweb.com
Engineering
Enterprises, March 10, 2006
Inc.
Mr. Joe Wywrot, P.E.
City Engineer
United City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Proposed Changes in Hourly Rates and Expenses
Dear Mr.Wywrot:
This letter is to submit our request for Changes in Rates of Compensation effective immediately upon City Council
approval.
The requested changes are in the hourly rates for various classifications of employees in accordance with our
enclosed Standard Schedule of Charges dated January 1, 2006. Also enclosed is our current summary of
Personnel, Positions and Classifications to cross reference with the hourly rates for the individuals to whom they
apply.
As I am sure that you have experienced, there is considerable competition for salary and benefits by other public
and private sector employers and our costs have risen accordingly. We believe that we have excellent personnel
whom we have been able to retain through our continued investment in salary, benefits, equipment and facilities
to match our competition.
We hope that you will honor our request so that we can maintain and expand our staff to continue to provide the
high level of service that you expect and deserve. We are available to answer any questions or receive any
comments that you may have.
Respectfully Yours,
ENGINEERING ENTERPRISES, INC.
Jeffrey W. Freeman, P.E.
Vice President
JWF/arf
Enclosures
PC: Mayor Art Prochaska
Mr. John Crois, Interim City Administrator
Mr. Eric Dhuse; Director of Public Works
Atty. John Wyeth, City Attorney
G:\Pub1ic\Yorkvi11e\2006\Y00600 Genera1\Doc\IjwywrotO1 -changesinrates.doc
Consulting Engineers Specializing in Civil Engineering and Land Surveying
Personnel, Positions & Classifications
James K.Michels,P.E. E-3 Rebecca L Nelson,P.E. P-5
President Senior Project Engineer
Peter G.Wailers,P.E. E-3 Christopher E.Peterson,S.I. P4
Senior Vice President Project Surveyor
David R.Burroughs,P.E. E-3 Timothy V.Weidner,E.I. P-4
Vice President Project Engineer
Ronald G.Naylor,P.E. E-2 Nathaniel J.Koehneke,E.I. P4
Senior Project Manager Project Engineer
John T.Whitehouse,P.E.,P.L.S. E-2 Stephen T.Dennison,E.I. P4
Senior Project Manager Project Engineer
Bradley P.Sanderson,P.E. E-2 Amy L Sellner,EL P4
Senior Project Manager Project Engineer
Jeffrey W.Freeman,P.E. E-2 Walter D.Chomomaz,E.I. P4
Senior Project Manager Project Engineer
William E Dunn,P.E. E-2 Steven J.Vassos,E.I. P4
Senior Project Manager Project Engineer
Thomas W.Talsma E-2 Sean W.Mikos,E.I. P4
Senior Project Manager Project Engineer
Timothy P.Farrell,P.E. E-1 Jerd K.Ziegler Pal
Project Manager Marketing Director of Technical Services
Timothy N.Paulson,P.E. E-1 Adam J.R.Richards P-3
Projed Manager Senior Engineer
Kevin S.Bomstad,P.E. E-1 Gregory A.Chambers TS
Project Manager Senior Project Technician(Field)
Robert G.Walker,P.E. E-1 Steven Gozner,111 T-5
Project Manager Senior Project Technician(CAD)
Edward J.McCall,P.E. E-1 Robert C.Watts T-5
Project Manager Senior Project Technician(Field)
Mark G.Schaller,P.L.S. E-1 David S.Stewart T-5
Project Manager Senior Project Technician(Field)
Scott A.Swanson E-1 John W.Lussow T-5
Computer Aided Drafting 8 Senior Project Technician(Field)
Information Systems Manager
William C.Pierson T3
Mark C.Weber,P.L.S. P-5 Project Technician(CAD)
Senior Project Surveyor
C.Larry Nolan T4
George R.Burgess,P.L.S. P-5 Project Technician(CAD)
Senior Project Surveyor
Kristopher K.Pung T4
Andrew R.Deitchman,P.E. P-5 Project Technician(CAD)
Senior Project EngineerlEmdronmental
Lenard E.Lynn T4
Jason"Jay"P. Nemeth,P.E. P-5 Project Technician(Field)
Senior Project Engineer
Bradford A.Smith T4
Ydang Lu,P.E. P-5 Project Technician(CAD)
Senior P-)ed Engineer
Ryan M.Christoffel T-3
Stephan W.Grabowski P-5 Senior Technician(Feld)
Senior Transportation Planner
Joshua M.Boatman T-3
David A.Kamano,P.E. P-5 Senior Technician(Field)
Senior Project Engineer
Matthew R.Blackburn T-3
Scot H.Prindiville,P.E. P-5 Senior Technician(Field)
Senior Project Engineer
Denise M.Migliorini A-3
Julie A.Morrison,P.E. P-5 Administrative Assistant
Senior Project Engineer
Denise M.Thelander A3
Jason M.Bauer,P.E. P-5 Accounting Assistant
Senior Project Engineer
Angela R.Ford A3
Michele L Piotrowski,P.E. P-5 Administrative Assistant
Senior Project Engineer
Nicole M.Moms A3
Terry M.Heitkamp,P.E. P-5 Accounting Assistant
Senior Project Engineer
Bobbi M.Erdman A-3
Marketing Director
LEGEND: Angela D.McCoy A-3
P.E.=Professional Engineer Accounting Assistant
P.L.S.=Professional Land Surveyor
E.I.=Engineer Intern Rebecca A.Kidd A-3
S.I.=Surveyor Intern Administrative Assistant
E=Executive
P=Professional Stacy L Nilsen A3
T=Technical Office Manager
A=Administrative
1/17/06
52 Wheeler Road • Sugar Grove, IL 60554
TEL: 630 / 466-9350
STANDARD SCHEDULE OF CHARGES Fax: 630 / 466-9380
ft, www.eeiweb.com
January 1, 2006
Engineering
Enterprises,
Inc.
EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE
Principal Engineer E-3 $144.00
Senior Project Manager E-2 $132.00
Project Manager E-1 $120.00
Senior Project Engineer/Surveyor P-5 $108.00
Project Engineer/Surveyor P-4 $ 99.00
Senior Engineer/Surveyor P-3 $ 90.00
Engineer/Surveyor P-2 $ 81.00
Associate Engineer/Surveyor P-1 $ 72.00
Senior Project Technician T-5 $ 99.00
Project Technician T-4 $ 90.00
Senior Technician T-3 $ 81.00
Technician T-2 $ 72.00
Associate Technician T-1 $ 63.00
Secretary A-3 $ 72.00
CREW RATES, VEHICLES AND REPROGRAPHICS
1 Man Field Crew with Standard Survey Equipment $120.00
2 Man Field Crew with Standard Survey Equipment $183.00
1 Man Field Crew with RTS or GPS * $150.00
2 Man Field Crew with RTS or GPS * $213.00
Vehicle for Construction Observation $ 12.00
In-House Scanning and Reproduction
0.25/Sq. Ft. Black &White)
1.00/Sq. Ft. (Color)
*RTS=Robotic Total Station/GPS=Global Positioning System
G:\EEI\DOCS1Forms\General'\SSC-Std Schedule of Charges\STADSO OG.DOC
Consulting Engineers Specializing in Civil Engineering and Land Surveying
52 Wheeler Road •Sugar Grove,IL 60554
TEL:630/466-9350
STANDARD SCHEDULE OF CHARGES FAX:630/466-9380
ft, www.eeiweb.com
January 1, 2005
Engineering
Enterprises,
Inc.
EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE
Principal Engineer E-3 $138.00
Senior Project Manager E-2 $126.00
Project Manager E-1 $114.00
Senior Project Engineer/Surveyor P-5 $102.00
Project Engineer/Surveyor P-4 $ 93.00
Senior Engineer/Surveyor P-3 $ 84.00
Engineer/Surveyor P-2 $ 75.00
Associate Engineer/Surveyor P-1 $ 66.00
Senior Project Technician T-5 $ 93.00
Project Technician T-4 $ 84.00
Senior Technician T-3 $ 75.00
Technician T-2 $ 66.00
Associate Technician T-1 $ 57.00
Secretary A-3 $ 66.00
VEHICLES, EQUIPMENT D REPROGRAPHICS
Vehicle for Construction Observation VEH $ 10.00
Global Positioning System Equipment GPS $25.00
Scanning($1.50 per Sheet) SCA N/A
Reproduction ($1.50 per Sheet) REP N/A
G:1EEI\Docs\Forms%GeneraKSSC-Std Schedule of ChargeslSTADS0105.DOC
Consulting Engineers Specializing in Civil Engineering and Land Surveying
H
Reviewed By:
J= �� Legal ❑ City Council
Es, T:,., leas Finance F-1 ;
Engineer jg 1z31 A�
City Administrator El Agenda Item Tracking Number
Consultant ❑ W f �2
ALE ��'� ❑
City Council Agenda Item Summary Memo
Title: South Waterworks Improvements—EEI Proposal
City Council/COW/ Committee Agenda Date: 4/3/06 Public Works
Synopsis: This proposal from EEI is to design and provide construction inspection for the
regional waterworks improvements needs for the south planning area.
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
Co.o United City of Yorkville Memo
J 6 800 Game Farm Road
EST :1836 Yorkville, Illinois 60560
Telephone: 630-553-8545
Fax: 630-553-3436
Date: March 23, 2006
To: John Crois, Interim City Admi 'strator
From: Joe Wywrot, City Engineer v
CC: Lisa.Pickering, Office Assi
Subject: South Waterworks System Improvements—EEI Proposal
Attached find one copy of a proposal from Engineering Enterprises, Inc. to design,
inspect, and perform related services regarding the construction of regional waterworks
improvements for the developing area straddling Route 47 south of Ament Road. The
proposal is in the amount of$1,781,000.
There are several proposed developments in our south planning area, those currently
being Yorkville South, Heartland Crossing,Yorkshire Estates, and the unnamed RA
Faganel development. These developments will add about 3000 new homes to the city,
with several thousand projected to follow in the southern area. The city will need to
provide additional water storage, three new wells, and a water treatment plant to serve the
residents of these initial developments. Since the majority of these water improvements
need to be in service prior to the first home being built, we need to begin now on the
design. Funding for this work would be from the various developers similar to the
improvements made for the Grande Reserve development.
I recommend that this proposal be approved. Please place this item on the Public Works
Committee agenda of April 3, 2006 for consideration.
52 Wheeler Road • Sugar Grove, IL 60554
TEL: 630/466-9350
FAX: 630/466-9380
It
www.eeiweb.com
Engineering
Enterprises,
In=.
March 22, 2006
Mr. Joe Wywrot, P.E.
City Engineer
United City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Professional Engineering Services for
Water Works System Improvements
United City of Yorkville, Kendall County, IL
Dear Mr.Wywrot:
Please find attached our contract for professional design and construction engineering services for the
planned Water Works System Improvements within the City's south planning area. We have attached
two (2) copies of the contract and supporting documentation for your review.
Based on the objectives defined within the City's ongoing Water Works System planning efforts and the
specific Water Works System planning efforts for the MPI South, Heartland Crossing, Yorkshire Estates
and Dhuse Properties, a number of improvements have been identified to effectively assimilate those
subdivision's into the City's Water Works System. The specific projects are as follows:
• Contract G.1 5.0 MG Stand Pipe Water Storage Tank (SPWST)
• Contract G.2 Well No. 10 (Shallow Sand and Gravel Water Well)
• Contract G.3 Well No. 11 (Shallow Sand and Gravel Water Well)
• Contract GA Well No. 12 (Deep Sandstone Water Well)
• Contract G.5 Wells No. 10, 11 & 12 Water Treatment Plant(WTP)
The detailed scope of services for the above referenced projects is noted in the attached agreement for
Professional Engineering Services in Section A — Professional Design Engineering Services and
Section B—Professional Construction Engineering Services.
Please note that the raw water main for the transfer of the raw water from Wells No. 10 & 11 to the
Water Treatment Plant is not included in this contract. This should be constructed as part of the
subdivision improvements. It is assumed that Well No. 12 will be located at the Water Treatment Plant
site.
Consulting Engineers Specializing in Civil Engineering and Land Surveying
Mr. Joe Wywrot, P.E.
March 22, 2006
Page 2
Based on the current estimate of construction costs for Contract G.1 — G.5 of $11,711,200, the
proposed design engineering fees at $700,000 are 6.0% of the construction cost. The proposed
construction engineering fees are estimated to be $721, 000, which is 6.2% of the construction cost.
Please note that the additional consultation, legal surveying, and testing costs are estimated to be
$360,000. Therefore, the total cost for all of the services defined within the contract is estimated to be
$1,781,000.
Thank you for this opportunity to submit this Agreement. We look forward to continuing our close
working relationship with the City. If you have any questions, please do not hesitate to contact us.
Respectfully submitted,
ENGINEERING ENTERPRISES, INC.
Jeffrey W. Freeman, P.E.
Vice President
James K. Michels, P.E.
Chief Executive Officer
JWF/arf
Enclosure
PC: Mayor Art Prochaska
Mr. John Crois, Interim City Administrator
Mr. Eric Dhuse, Director of Public Works
Mr. Travis Miller, Development Director
Mr. John Wyeth, City Attorney
Mr. Bart Olson,Administrative Intern/Deputy Clerk
JKM, DMT, WED, JTW, TPF, EEI
GAPub1iclYorkvil1e\20061Y00611 Contract G.1-5.0 MG Stand PiwContrachcontractletter.doc
COPY
AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES
This Agreement, made this day of . 20 by and between the United City of
Yorkville, Kendall County, Illinois, hereafter referred to as the OWNER, and Engineering Enterprises, Inc., Sugar
Grove, Illinois hereinafter referred to as the ENGINEER:
The OWNER intends to facilitate the construction of Water Works System Improvements in Yorkville, Kendall
County, State of Illinois and for which the ENGINEER agrees to perform the various professional engineering
services for the design and construction of said improvements. The OWNER intends to facilitate the construction
of the Water Work System Improvements within the City's Southern Planning Area as follows: 1)5,000,000 Gallon
Stand Pipe Water Storage Tank(SPWST); 2)Water Well No. 10 (shallow sand and gravel); 3)Water Well No. 11
(shallow sand and gravel); 4) Water Well No. 12 (deep sandstone); 5) Wells No. 10, 11 & 12 Water Treatment
Plant (WTP); and 6) integrate all facilities into the Citys Supervisory Control and Data Acquisition (SCADA)
system.
WITNESSETH:
That for and in consideration of the mutual covenants and promises between the parties hereto, it is hereby
agreed:
SECTION A-PROFESSIONAL DESIGN ENGINEERING SERVICES
The ENGINEER shall fumish professional design engineering services as follows:
1. The ENGINEER will attend conferences with the OWNER, or other interested parties as may be
reasonably necessary.
2. The ENGINEER will perform the necessary design surveys, accomplish the detailed design of the project,
prepare construction drawings, specifications and contract documents, and prepare a final cost estimate
based on final design for the entire system. It is also understood that if subsurface explorations (such as
borings, soil tests, rock soundings, test wells and the like) are required, the ENGINEER will fumish
coordination of said explorations without additional charge, but the costs incident to such explorations
shall be paid for by the OWNER as set out in Section D hereof.
3. The contract documents furnished by the ENGINEER under Section A-2 shall utilize IEPA endorsed
construction contract documents, including Supplemental General Conditions, Contract Change Orders,
and partial payment estimates.
- 1 -
3/22!06
C VA01W P-ly
(Section A—Continued)
4. Prior to the advertisement for bids, the ENGINEER will provide for each construction contract, not to
exceed 10 copies of detailed drawings, specifications, and contract documents for use by the OWNER,
appropriate Federal, State, and local agencies from whom approval of the project must be obtained. The
cost of such drawings, specifications, and contract documents shall be included in the basic compensation
paid to the ENGINEER.
5. The ENGINEER will furnish additional copies of the drawings, specifications and contract documents as
required by prospective bidders, material suppliers, and other interested parties, but may charge them for
.the reasonable cost of such copies. Upon award of each contract, the ENGINEER will furnish to the
OWNER five sets of the drawings, specifications and contract documents for execution. The cost of these
sets shall be included in the basic compensation paid to the ENGINEER. Original documents, survey
notes, tracings, and the like, except those furnished to the ENGINEER by the OWNER, are and shall
remain the property of the ENGINEER.
6. The drawings prepared by the ENGINEER under the provisions of Section A-2 above shall be in sufficient
detail to permit the actual location of the proposed improvements on the ground. The ENGINEER shall
prepare and furnish to the OWNER without any additional compensation, three copies of map(s) showing
the general location of needed construction easements and permanent easements and the land.to be
acquired. Property surveys, property plats, property descriptions, abstracting and negotiations for land
rights shall be accomplished by the OWNER, unless the OWNER requests, and the ENGINEER agrees to
provide those services. In the event the ENGINEER is requested to provide such services, the
ENGINEER shall be additionally compensated as set out in Section D hereof.
7. The ENGINEER will attend the bid opening and tabulate the bid proposal, make an analysis of the bids,
and make recommendations for awarding contracts for construction.
8. The ENGINEER further agrees to obtain and maintain, at the ENGINEER's expense, such insurance as
will protect the ENGINEER from claims under the Workman's Compensation Act and such
comprehensive general liability insurance as will protect the OWNER and the ENGINEER from all claims
for bodily injury, death, or property damage which may arise from the performance by the ENGINEER or
by the ENGINEER's employees of the ENGINEER's functions and services required under this
Agreement.
9. The ENGINEER will complete the final plans, specifications and contract documents and submit for
approval of the OWNER, and all State regulatory agencies to meet the oroiect schedule(s) as
summarized in Attachment A: "Water Works System Improvements (South Planninq Area) — Proiect
Schedule"dated March 21. 2006.
-2-
3/22/06
COPY
(Section A—Continued)
If the above is not accomplished within the time period specified, this Agreement may be terminated by the
OWNER. The time for completion may be extended by the OWNER for a reasonable time if completion is delayed
due to unforeseeable cases beyond the control and without the fault or negligence of the ENGINEER.
SECTION B-PROFESSIONAL CONSTRUCTION ENGINEERING SERVICES
The ENGINEER shall furnish professional construction engineering services as follows:
1. The ENGINEER will review, for conformance with the design concept, shop and working drawings
required by the construction Contract Documents and indicate on the drawings the action taken. Such
action shall be taken with reasonable promptness.
2. The ENGINEER will interpret the intent of the drawings and specifications to protect the OWNER against
defects and deficiencies in construction on the part of the contractors. The ENGINEER will not however,
guarantee the performance by any contractor.
.3. The ENGINEER will evaluate and determine acceptability of substitute materials and equipment proposed
by Contractor(s).
4. The ENGINEER will establish baselines for locating the work together with a suitable number of bench
marks adjacent to the work as shown in the contract documents.
5. The ENGINEER will provide general engineering review of the work of the Contractor(s) as construction
progresses to ascertain that the Contractor is conforming with the design concept.
(a) ENGINEER shall have authority, as the OWNER's representative, to require special inspection of
or testing of the work, and shall receive and review all certificates of inspections, testing and
approvals required by laws, rules, regulations, ordinances, codes, orders or the Contract
Documents (but only to determine generally that their content complies with requirements of, and
the results certified indicate compliance with,the Contract Documents).
(b) During such engineering review, ENGINEER shall have the authority, as the OWNER's
representative, to disapprove of or reject Contractor(s)'work while it is in progress if ENGINEER
believes that such work will not produce a completed Project that conforms generally to the
Contract Documents or that it will prejudice the integrity of the design concept of the Project as
reflected in the Contract Documents.
-3-
C0. 0
(Section B—Continued)
6. The ENGINEER will provide resident construction observation. Resident construction observation shall
consist of visual inspection of materials, equipment, or construction work for the purpose of ascertaining
that the work is in substantial conformance with the contract documents and with the design intent. Such
observation shall not be relied upon by others as acceptance of the work. The ENGINEER's undertaking
hereunder shall not relieve the Contractor of Contractor's obligation to perform the work in conformity with
the drawings and specifications and in a workmanlike manner, shall not make the ENGINEER an insurer
of the Contractor's performance; and shall not impose upon the ENGINEER any obligation to see that the
work is performed in a safe manner. Attachment B - The Limitations of Authority, Duties and
Responsibilities of the Resident Construction Observer is attached to this Agreement.
7. The ENGINEER will cooperate and work closely with representatives of the OWNER.
8. Based on ENGINEER's on-site observations as an experienced and qualified design professional, on
information provided by the Resident Construction Observer, and upon review of applications for payment
with the accompanying data and schedules by the Contractor, the ENGINEER:
(a) Shall determine the amounts owing to Contractor(s) and recommend in writing payments to
Contractor(s) in such amounts. Such recommendations of payment will constitute a
representation to OWNER, based on such observations and review, that the work has progressed
to the point indicated, and that to the best of the ENGINEER's knowledge, information and belief,
the quality of such work is generally in accordance with the Contract Documents (subject to an
evaluation of such work as a functioning whole prior to or upon substantial completion, to the
results of any subsequent tests called for in the Contract Documents, and to any other
qualifications stated in the recommendation).
(b) By recommending any payment, ENGINEER will not hereby be deemed to have represented that
exhaustive, continuous or detailed reviews or examinations have been made by ENGINEER to
check the quality or quantity of Contractor(s)' work as it is furnished and performed beyond the
responsibilities specifically assigned to ENGINEER in the Agreement and the Contract
Documents. ENGINEER's review of Contractor(s)' work for the purposes of recommending
payments will not impose on Engineer responsibility to supervise, direct or control such work or for
the means, methods, techniques, sequences, or procedures of construction or safety precautions
or programs incident thereto or Contractor(s)compliance with laws, rules, regulations, ordinances,
codes or orders applicable to their furnishing and performing the work. It will also not impose
responsibility on ENGINEER to make any examination to ascertain how or for what purposes any
Contractor has used the moneys paid on account of the Contract Price, or to determine that title to
any of the work, materials equipment has passed to OWNER free and clear of any lien, claims,
-4-
3122/06
COPY
(Section B—Continued)
security interests, or encumbrances, or that there may not be other matters at issue between
OWNER and Contractor that might affect the amount that should be paid.
9. The ENGINEER will prepare necessary contract change orders for approval of the OWNER, and others
on a timely basis.
10. The ENGINEER will make a final review prior to the issuance of the statement of substantial completion of
all construction and submit a written report to the OWNER. Prior to submitting the final pay estimate, the
ENGINEER shall submit the statement of completion to and obtain the written acceptance of the facility
from the OWNER.
11. The ENGINEER will provide the OWNER with one set of reproducible record (as-built)drawings, and two
sets of prints at no additional cost to the OWNER. Such drawings will be based upon construction records
provided by the contractor during construction and reviewed by the resident construction observer and
from the resident construction observer's construction data.
12. If State Statutes require notices and advertisements of final payment, the ENGINEER shall assist in their
preparation.
13. The ENGINEER will be available to fumish engineering services and consultations necessary to correct
unforeseen project operation difficulties for a period of one year after the date of statement of substantial
completion of the facility. This service will include instruction of the OWNER in initial project operation and
maintenance but will not include supervision of normal operation of the system. Such consultation and
advice shall be at the hourly rates based on the approved "Standard Schedule of Charges", at that time.
The ENGINEER will assist the OWNER in performing a review of the project during the 11th month after
the date of the certificate of substantial completion.
14. The ENGINEER further agrees to obtain and maintain, at the ENGINEER's expense, such insurance as
will protect the ENGINEER from claims under the Workman's Compensation Act and such
comprehensive general liability insurance as will protect the OWNER and the ENGINEER from all claims
for bodily injury, death, or property damage which may arise from the performance by the ENGINEER or
by the ENGINEER's employees of the ENGINEER's functions and services required under this
Agreement
15. The ENGINEER will provide construction engineering services in accordance with the periods
summarized in Attachment A: Water Works System Improvements (South Planning Area) — Proiect
Schedu/e"dated March 21. 2006 .
-5-
COP3/22/06
(Section 8—Continued)
If the above is not accomplished within the time period specified, this Agreement may be terminated by the
OWNER. The time for completion may be extended by the OWNER for a reasonable time if completion is delayed
due to unforeseeable cases beyond the control and without the fault or negligence of the ENGINEER.
SECTION C—COMPENSATION FOR ENGINEERING SERVICES
1. The OWNER shall compensate the ENGINEER for professional design engineering services in the
amount of Seven Hundred Thousand and 00/100 - Fixed Fee (FF) Dollars ($ 700.000 FF ) as
summarized on Attachment C: "Summary of Compensation for Professional Engineering Services" dated
March 21,2006.
(a) The compensation for the professional design engineering services shall be payable as follows:
(1) A sum which does not exceed ninety percent (90%) of the total compensation payable
under Section C-1 shall be paid in monthly increments for work actually completed and
invoiced, for the preparation and submission to the OWNER and/or IEPA of the
construction drawings, specifications, cost estimates and contract documents.
(2) A sum which, together with the compensation paid pursuant to Section C-1(a)(1) above,
equals one hundred percent(100%) of the total compensation due and payable in accord
with Section CA above, shall be due immediately after the award of construction
contract(s) is approved by the corporate authorities.
2. The OWNER shall compensate the ENGINEER for the administration of the construction contracts
(Construction Administration) in the amount of Three Hundred Twenty Thousand and 00/100 — Fixed
Fee (FF) Dollars ($ 320.000 FF ) as summarized on Attachment C: "Summary of Compensation for
Professional Engineering Services"dated March 21, 2006.
(a) The compensation for the construction administration services shall be payable as follows:
(1) A sum which does not exceed ninety percent (90%) of the total compensation payable
under Section C-2 shall be paid in monthly'increments for work actually completed and
invoiced,for the administration of the construction contracts.
(2) A sum which, together with the compensation paid pursuant to Section C-2(a)(1) above,
equals one hundred percent(100%) of the total compensation due and payable in accord
with Section C-2 above, shall be due immediately after the final Contractor pay-out is
processed.
-6-
3/22/06
(Section C—Continued)
3. The OWNER shall compensate the ENGINEER for the construction staking and drafting. construction
observation (including the Resident Construction Observer) and any additional consultation and surveying
services (summarized on Attachment C) on the basis of Hourly Rates-HR as described on the attached
"Standard Schedule of Charges"dated January 1, 2006 or as reevaluated on May 1 of each following year
or on an actual cost basis. The estimated values, based on the current rate schedule, are included in
Attachment C.
(a) The compensation for the _construction staking and drafting, construction observation (including
the Resident Construction Observer), and any additional consultation and surveying services
(summarized on Attachment C) shall be payable as follows:
(1) A sum which equals any charges for work actually completed and invoiced shall be paid
at least once per month.
(2) On May 1 of each calendar year, the'Standard Schedule of Charges" may be reevaluated
by the ENGINEER and OWNER to account for cost of living and/or cost of engineering
service changes in subsequent years.
4. The compensation for any _additional engineering services authorized by the OWNER pursuant to
Section D shall be payable as follows:
(a) A sum which equals any charges for work actually completed and invoiced shall be paid at least .
once per month.
SECTION D—ADDITIONAL ENGINEERING SERVICES
In addition to the foregoing being performed, the following services may be provided UPON PRIOR WRITTEN
AUTHORIZATION OF THE OWNER.
1. Site surveys for existing water treatment plants, sewage treatment works, dams, reservoirs, and other
similar special surveys as may be required.
2. Laboratory tests, well tests, test wells, borings, specialized geological soils, hydraulic, or other studies
recommended by the ENGINEER.
3. Properly surveys, detailed description of sites, maps, drawings, or estimates related thereto; assistance in
negotiating for land and easement rights.
-7-
3/22/06
CUE-
(Section D—Continued)
4. Necessary data and filing maps for litigation, such as condemnation.
5. Redesigns ordered by the OWNER after final plans have been accepted by the OWNER and IEPA.
6. Appearances before courts or boards on matters of litigation or hearings related to the project.
7. Preparation of environmental impact assessments or environmental impact statements.
8. Making drawings from field measurements of existing facilities when required for planning additions or
alterations thereto.
9. Services due to changes in the scope of the Project or its design, including but not limited to, changes in
size, complexity, schedule or character of construction.
10. Revising studies or reports which have previously been approved by the OWNER, or when revisions are
due to cases beyond the control of the ENGINEER.
11. Preparation of design documents for alternate bids where major changes require additional documents.
12. Preparation of detailed renderings, exhibits or scale models for the Project
13. Providing special analysis of the OWNER's needs such as owning and operating analysis, plan for
operation and maintenance, OWNER's special operating drawings or charts, and any other similar
analysis.
14. The preparation of feasibility studies, appraisals and evaluations, detailed quantity surveys of material and
labor, and material audits or inventories by the OWNER.
15. Additional or extended services during construction made necessary by(1)work damaged by fire or other
cause during construction, (2) defective or incomplete work of the Contractor, and/or(3)the Contractor's
default on the Construction Contract due to delinquency or insolvency.
16. Providing design services relating to future facilities, systems and equipment which are not intended to be
constructed or operated as a part of the Project
17. Providing other services not otherwise provided for in this Agreement, including services normally
furnished by the OWNER as described in Section F—SPECIAL PROVISIONS—Owner's Responsibilities.
-8-
3/22/06
(Section D—Continued) COPY
Payment for the services specified in this Section D shall be as agreed in writing between the OWNER and the
ENGINEER prior to commencement of the work. The ENGINEER will render to OWNER for such services an
itemized bill, separate from any other billing, once each month, for compensation for services performed
hereunder during such period, the same to be due and payable by OWNER to the ENGINEER on or before the
10th day of the following period. Payment for services noted in D shall be at Actual Cost(AC), Fixed Fee(FF)or
Hourly(HR).
SECTION E-INTEREST ON UNPAID SUMS
OWNER shall make all payments to ENGINEER in accord with the requirements of the Illinois Local Government
Prompt Payment Act, 50 ILCS 505/1 et seq., including but not limited to the penalty provisions contained therein.
SECTION F-SPECIAL PROVISIONS
1. OWNER'S RESPONSIBILITIES
(a) Provide to the ENGINEER all criteria, design and construction standards and full information as to
the OWNER's requirements for the Project
(b) Designate a person authorized to act as the OWNER's representative. The OWNER or his
representative shall receive and examine documents submitted by the ENGINEER, interpret and
define the OWNER's policies and render decisions and authorizations in writing promptly to
prevent unreasonable delay in the progress of the ENGINEER's services.
(c) Furnish laboratory tests, air and water pollution tests, reports and inspections of samples,
materials or other items required by law or by governmental authorities having jurisdiction over
this Project, or as recommended by the ENGINEER.
(d) Provide legal, accounting, right-of-way acquisition and insurance counseling services necessary
for the Project, legal review of the construction Contract Documents, and such auditing services
as the OWNER may require to account for expenditures of sums paid to the Contractor.
(e) Fumish above services at the OWNER's expense and in such manner that the ENGINEER may
rely upon them in the performance of his services under this Agreement and in accordance with
the Project timetable.
(f) In the event that the OWNER shall bring any suit, cause of action or counterclaim against the
ENGINEER, to the extent that the ENGINEER shall prevail, the party initiating such action shall
-9-
(Section F— Continued) COPY 2
pay to the ENGINEER the cost and expenses incurred to answer and/or defend such action,
including reasonable attorney fees and court costs. In no event shall the ENGINEER indemnify
any other party for the consequences of that party's negligence, including failure to follow the
ENGINEER's recommendations.
(g) Guarantee full and free access for the ENGINEER to enter upon all property required for the
performance of the ENGINEER's services under this Agreement
(h) Give prompt written notice to the ENGINEER whenever the OWNER observes or otherwise
becomes aware of any defect in the Project or other event which may substantially affect the
ENGINEER's performance of services under this Agreement.
(i) Protect and preserve all survey stakes and markers placed at the project site prior to the
assumption of this responsibility by the Contractor and bear all costs of replacing stakes or
markers damaged or removed during said time interval.
2. All original documents, including but not limited to ideas, designs, drawings and specifications, are to
remain the property of the ENGINEER, however, the ENGINEER shall provide signed duplicate originals
of same to the OWNER. Modifications of any signed duplicate original document not authorized by
ENGINEER will be at OWNER's sole risk and without legal liability to the ENGINEER. Use of any
incomplete, unsigned document will, likewise, be at the OWNER's sole risk and without legal liability to the
ENGINEER.
3. Delegation of Duties - Neither the OWNER nor the ENGINEER shall delegate his duties under this
Agreement without the written consent of the other.
4. Extent of Agreement - This Agreement represents the entire and integrated Agreement between the
OWNER and the ENGINEER and supersedes all prior negotiations, representations or agreement, either
written or oral. This Agreement may be amended only by written instrument signed by the OWNER and
the ENGINEER.
5. Governing Law- Unless otherwise specified within this Agreement, this Agreement shall be governed by
the law of the principal place of business of the ENGINEER.
6. In the event any provisions of this Agreement shall be held to be invalid and unenforceable, the remaining
provisions shall be valid and binding upon the parties.
- 10-
-•>.
.�...•� �,,�� 3/22/06
(Section F—Continued)
7. The ENGINEER has not been retained or compensated to provide design services relating to the
Contractor's safety precautions or to means, methods, techniques, sequences, or procedures required by
the Contractor to perform his work but not relating to the final or completed structure; omitted services
include but are not limited to shoring, scaffolding, underpinning, temporary retainment of excavations and
any erection methods and temporary bracing.
8. The ENGINEER intends to render his services under this Agreement in accordance with generally
accepted professional practices for the intended use of the Project
9. Since the ENGINEER has no control over the cost of labor, materials, equipment or services furnished by
others, or over the Contractor(s) methods of determining prices, or over competitive bidding or market
conditions, his opinions of probable Project Costs and Construction Costs provided for herein are to be
made on the basis of his experience and qualifications and represent his best judgment as an
experienced and qualified professional engineer, familiar with the construction industry; but the
ENGINEER cannot and does not guarantee that proposals, bids or actual project or construction cost will
not vary from opinions of probable cost prepared by him. If prior to the bidding or negotiating phase
OWNER wishes greater assurance as to project or construction costs he shall employ an independent
cost estimator.
10. TERMINATION
(a) Should the OWNER decide to abandon, discontinue, or terminate the Project at any stage of
development, the ENGINEER shall receive seven (7)days written notice and be compensated for
their services through the appropriate fee schedule provided for in the Agreement to date of
abandonment, discontinuance or termination.
(b) In the event the project is delayed for causes beyond the control of the ENGINEER for a period of
six months or more, the ENGINEER shall be paid for his services to the beginning of the delay on
the basis of actual cost plus 125%to cover profit, overhead and readiness to serve-'actual cost"
being defined as material costs plus actual payrolls, insurance, social security and retirement
deductions. Traveling and other out-of-pocket expense will be reimbursed to the ENGINEER at
his actual cost
- 11 -
22
Co /06
IN WITNESS WHEREOF, the parties hereto have executed, or caused to be executed by their duly authorized
officials, this Agreement in duplicate on the respective dates indicated below.
(SEAL) OWNER: Village of Sugar Grove
BY
ATTEST Print Name Arthur Prochaska,Jr.
Print Name Ms. Jackie Milschewski Title Mayor
Title City Clerk Date
(SEAL) ENGINEER: Engineering Enterprises, Inc.
By
ATTEST Print Name James K. Michels P.E.
Print Name Denise M. Thelander Title Chief Executive Officer
Title Secretary Date
G:1Pub1idYork,A11e12006%Y00611 5.0 MG Stand Pipe%Contrac6agreement.doc
-12-
ATTACHMENT A: WATER WORKS SYSTEM IMPROVEMENTS (SOUTH PLANNING AREA) -PROJECT SCHEDULE 3/21/0e
United City of Yorkville,Kendall Co.,IL
CONTR. 2006 2007 2008
NO. PROJECT(S) WORK ITEMS M A M J J A I S I O N D J F M A M J I J A S 0 N D J F M A M J J A
G.1 5.0 MG Stand Pipe Water Tank&WTP Siting
Storage Tank(SPWST) Design
IEPA Plan Review
Bidding and Contracting
Construction
G.2 Well No.10(Shallow Well) Geophysical Explor.&Test Holes
Test Well Construction&Analysis
Design
IEPA Plan Review
Bidding and Contracting
Construction
Sampling and Testing
G.3 Well No.11(Shallow Well) Geophysical Explor.&Test Holes
Test Well Construction&Analysis
Design ONE I
IEPA Plan Review
Bidding and Contracting
Construction -
Sampling and Testing
G.4 Well No.12(Deep Well) Design
IEPA Plan Review
Bidding and Contracting
Construction
Sampling and Testing
G.5 Wells No.10,11&12 Water Design i'`;`�' r"=1 ` '' .
Plant(WTP) IEPA Plan Review
Bidding and Contracting
Construction
G..4Pub1MYor MIr2MYoo611 conirw o.l-B.o ma eWM PpoKanlncl4Wabr Scho"ojd*IC*Mmcl3.71-M
LEGEND Notes
Site SelactionlAcquisition/Prelim.Eng. It is assumed the SPWST and WTP siting analysis will be conducted along with the Heartland Crossing Preliminary Plan review.
Easement Negotiation It is assumed that the raw water main between Wells No.10,Hand the WTP will be part of the subdivision improvements;
Design The raw water main must be installed and placed in service at least one month prior to the WTP being placed on-line.
Agency Review Design Initiation assumes that the site geometry,proposed topography,and utility connection Information is available.
Bidding and Contracting Construction initiation assumes all required easements are received.
Construction -The schedule assumes power will be available at all of the sites at least one month prior to the WTP being placed on-line.
Sampling and Testing The schedule assumes that the connecting water main,storm and sanitary sewers will be extended to the site(s)at least Bnolnssrino
one month prior to placing the facilities on-line. enlsrprlsas.
Inc.
ATTACHMENT B COPY
to
Agreement for Professional Engineering Services
THE LIMITATIONS OF AUTHORITY, DUTIES AND RESPONSIBILITIES OF THE RESIDENT CONSTRUCTION
OBSERVER ARE AS FOLLOWS:
1. The Resident Construction Observer shall act under the direct supervision of the ENGINEER, shall be the
ENGINEER's agent in all matters relating to on-site construction review of the Contractor's work, shall
communicate only with the ENGINEER and the Contractor(or Contractors), and shall communicate with
subcontractors only through the Contractor or his authorized superintendent The OWNER shall
communicate with the Resident Construction Observer only through the ENGINEER.
2. The Resident Construction Observer shall review and inspect on-site construction activities of the
Contractor relating to portions of the Project designed and specified by the Engineer as contained in the
Construction Contract Documents.
3. Specifically omitted from the Resident Construction Observer's duties are any review of the Contractor's
safety precautions, or the means, methods, sequences, or procedures required for the Contractor to
perform the work but not relating to the final or completed Project. Omitted design or review services
include but are not limited to shoring, scaffolding, underpinning, temporary retainment of excavations and
any erection methods and temporary bracing.
4. The specific duties and responsibilities of the Resident Construction Observer are enumerated as follows:
(a) Schedules: Review the progress schedule, schedule of Shop Drawing submissions and schedule
of values prepared by Contractor and consult with ENGINEER concerning their acceptability.
(b) Conferences: Attend preconstruction conferences. Arrange a schedule of progress meetings and
other job conferences as required in consultation with ENGINEER and notify those expected to
attend in advance. Attend meetings and maintain and circulate copies of minutes thereof.
(a) Liason:
(1) Serve as ENGINEER's liaison with Contractor, working principally through Contractor's
superintendent and assist him in understanding the intent of the Contract Documents.
-1 -
COPY
(Attachment B—Continued
(2) Assist ENGINEER in serving as OWNER's liaison with Contractor when Contractor's
operations affect OWNER's on-site operations.
(3) As requested by ENGINEER, assist in obtaining from OWNER additional details or
information,when required at the job site for proper erection of the work.
(d) Shop Drawings and Samples:
(1) Receive and record date of receipt of Shop Drawings and samples.
(2) Receive samples which are furnished at the site by Contractor, and notify ENGINEER of
their availability for examination.
(3) Advise ENGINEER and Contractor or its superintendent immediately of the
commencement of any work requiring a Shop Drawing or sample submission if the
submission has not been approved by ENGINEER.
(e) Review of Work, Rejection of Defective Work, Inspections and Tests:
(1) Conduct on-site inspection of the work in progress to assist ENGINEER in determining if
the work is proceeding in accordance with the Contract Documents and that completed
work will conform to the Contract Documents.
(2) Report to ENGINEER whenever he believes that any work is unsatisfactory, faulty or
defective or does not conform to the Contract Documents, or does not meet the
requirements of any inspections, test or approval required to be made or has been
damaged prior to final payment; and advise ENGINEER when he believes work should
be corrected or rejected or should be uncovered for inspection, or requires special
testing, inspection or approval.
(3) Verify that tests, equipment and systems start-ups, and operating and maintenance
instructions are conducted as required by the Contract Documents and in presence of the
required personnel, and that Contractor maintains adequate records thereof; observe,
record and report to ENGINEER appropriate details relative to the test procedures and
start-ups.
-2-
COPY
(Attachment B —Continued)
(4) Accompany visiting inspectors representing public or other agencies having jurisdiction
over the Project, record the outcome of these inspections and report to ENGINEER.
(f) Interpretation of Contract Documents: Transmit to Contractor ENGINEER's clarifications and
interpretations of the Contract Documents.
(g) Modifications: Consider and evaluate Contractor's suggestions for modifications in Drawings or
Specifications and report them with recommendations to ENGINEER.
(h) Records:
(1) Maintain at the job site orderly files for correspondence, reports of job conferences, Shop
Drawings and samples submissions, reproductions of original Contract Documents
including all addenda,change orders, field orders, additional drawings issued subsequent
to the execution of the Contract, ENGINEER's clarifications and interpretations of the
Contract Documents, progress reports, and other Project related documents.
(2) Keep a diary or log book, recording hours on the job site, weather conditions, data
relative to questions of extras or deductions, list of visiting officials and representatives of
manufacturers, fabricators, suppliers and distributors, daily activities, decisions,
observations in general and specific observations in more detail as in the case of
observing test procedures. Send copies to ENGINEER.
(3) Record names, addresses and telephone numbers of all Contractors, subcontractors and
major suppliers of materials and equipment.
(i) Reports:
(1) Furnish ENGINEER periodic reports as required of progress of the work and Contractor's
compliance with the approved progress schedule and schedule of Shop Drawing
submissions.
(2) Consult with ENGINEER in advance of schedule major tests, inspections or start of
important phases of the work.
-3-
(Attachment B—Continued) COPY
(3) Report immediately to ENGINEER upon the occurrence of any accident.
Q) Payment Requisitions: Review applications for payment with Contractor for compliance with the
established procedure for their submission and forward them with recommendations to
ENGINEER, noting particularly their relation to the schedule of values, work completed and
materials and equipment delivered at the site but not incorporated in the work.
(k) Certificates, Maintenance and Operating Manuals: During the course of the work, verify that
certificates, maintenance and operation manuals and other data required to be assembled and
furnished by Contractor are applicable to the items actually installed; and deliver this material to
ENGINEER for his review and forwarding to OWNER prior to final acceptance of the work.
(1) Completion:
(1) Before ENGINEER issues a Statement of Substantial Completion, submit to Contractor a
list of observed items requiring completion or correction.
(2) Conduct final review in the company of ENGINEER, OWNER and Contractor and
prepare a final list of items to be completed or corrected.
(3) Verify that all items on final list have been completed or corrected and make
recommendations to ENGINEER concerning acceptance.
G:1PudidSUGARGR0=05%SG0535 Water Storage Facility%ContradWtedywrd B.doc
-4-
ATTACHMENT C: SUMMARY OF COMPENSATION FOR PROFESSIONAL ENGINEERING SERVICES X1108
WATER WORKS SYSTEM IMPROVEMENTS(SOUTH PLANNING AREA)
United City of Yorkville,Kendall Co.,IL
CONSTRUCTION CONSTRUCTION STAKING CONSTRUCTION
DESIGN ENGINEERING ADMINISTR. AND OBSERVATION ENGINEERING
CONTRACT a FF) (Contract=FF Contract HR) TOTALS
Estimated Total %Of onstr. Constr, Constr. Total %Of
Constr. Design Constr. Administration Staking&Drafting Observ. Constr. Constr.
Contract Project Coats Expenses Cost Expenses Ez enses Expenses Expenses Cost
G.1 5.0 MG Stand Pipe Water Storage Tank SPWS $4,064.500 $150,000 3.7% $65,000 $5,000 $110,000 $180,000 4.4%
G.2 Well No.10 Shallow Wel $262,350 $40,000 15.2% $25,000 $2,000 $25,000 $52,000 1 19.8%
G.3 Well No.11 Shallow Well $262,350 $40,000 15.2% $25,000 $2,000 $25,000 $52,000 19.8%
GA Well No.12(Deep Sandstone $715.000 $40,000 5.6% $30,000 $2,000 $30,000 $62,000 8.7%
G.5 Wells No.10,11,&12 Water Treatement Plant(WTP) $6,407,000 $430,000 6.7% $175,000 $25,000 $175,000 $375,000 5.9%
...;.,y.-;;::s...,«...p �;..::^' �,�'5x,.xn+.0�..::yvs;,g..�->: �i. 'i!,- .r' �ti� _ .t„., .,,tio?i� xi•�:;tif,.:t:
'.- . -'..•' L. $11,711,200 • $700,000 .;80°Ja .$320,000,' v $38;000'' ••'$ 5,000 :•+:j �SZ2
A.
G:IPublidYork,ANel200S%Y00611 Contract G.1-5.0 MG Stand PipelContractIfee Invenlory.wslContract 9-27-05
ADDITIONAL CONSULTATION SURVEYING AND TESTING SERVICES
Estimated Contract
Service Costs Type
Easements and Legal Surveying $5,000 HR
Subsurface Soils Investigation And Material Testin � $25,000 AC
Shallow Groundwater Geophysical Expl.,Test Holes,&Test Wellsc $330,000 AC
TOTAL CONSULTATION,LEGAL SURVEYING,AND TESTING;J $360,000
Notes:
Subsurface soils investigation,material testing,and the shallow well preliminary engineering are estimated;
Work to be completed by another company with EEI coordination
CONTRACT DESIGNATIONS
AC=Actual Cost
HR=Hourly Rate With Estimated Fee
FF=Fixed Fee 0
ENGINEERING ENTERPRISES,INC.
SUGAR GROVE,IL
COPY
52 Wheeler Road •Sugar Grove,IL 60554
TEL: 630/466-9350
it
STANDARD SCHEDULE OF CHARGES FAX: 630 1466-9380
www.eeiweb.com
January 1, 2006
Engineering
Enterprises,
Inc.
EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE
Principal Engineer E-3 $144.00
Senior Project Manager E-2 $132.00
Project Manager E-1 $120.00
Senior Project Engineer/Surveyor P-5 $108.00
Project Engineer/Surveyor P-4 $ 99.00
Senior Engineer/Surveyor P-3 $ 90.00
Engineer/Surveyor P-2 $ 81.00
Associate Engineer/Surveyor P-1 $ 72.00
Senior Project Technician T-5 $ 99.00
Project Technician T-4 $ 90.00
Senior Technician T-3 $ 81.00
Technician T-2 $ 72.00
Associate Technician T-1 $ 63.00
Secretary A-3 $ 72.00
CREW RATES,VEHICLES AND REPROGRAPHICS
1 Man Field Crew with Standard Survey Equipment $120.00
2 Man Field Crew with Standard Survey Equipment $183.00
1 Man Field Crew with RTS or GPS* $150.00
2 Man Field Crew with RTS or GPS* $213.00
Vehicle for Construction Observation $ 12.00
In-House Scanning and Reproduction
0.25/Sq. Ft. Black &White)
1.00/Sq. Ft. Color)
*RTS=Robotic Total Station/GPS=Global Positioning System
G:%EEI%Dom%FormslGenerallSSC-Std Schedule of Charges\.STADS0106.DOC
Consulting Engineers Specializing In Civil Engineering and Land Surveying
COPY
Personnel, Positions & Classifications
James K Michels,P.E. E-3 Terry M.Heitkamp,P.E. P-5
Chief Executive Officer Sens Preilect Engines
Peter G.Wailers,P.E. E-3 Rebecca L Nelson,P.E. P-5
President Senior Project Engineer
David R Burroughs,P.E. E-3 Christopher E Peterson,S.L P4
Senior Vice President Project Surveyor
Bradley P.Sanderson,P.E. E-2 Timothy V.Weidner,EL P4
Vim President Project Engineer
Jeffrey W.Freeman,P.E. E-2 Nathaniel J.Koahneks.EL P4
Vxo President Probed Engineer
Ronald G.Naylor.P.E. E-2 Stephen T.Dennison,EA P4
Senior Pmjed Manager Project Engineer
John T.Whitehouse,P.E,P.LS. E-2 Amy L Selmer,E. P-4
Senior Project Manager Project Engineer
William E Dunn,P.E. E-2 Walter D.Chor ,Omar,EL P4
Senior Project Manager Projed Engineer
Thomas W.Talsma E-2 Steven J.Vassos,E. P-4
Senior Project Manager Proed Engineer
Towthy P.Ferrell,P.E. E-1 Sean W.Mikos,E. P4
Pmffid Manager Project Engineer
Timothy N.Paulson,P.E. E-1 Jwrl K IIegler P4
Project Manager Marketing Director of Techmi:W Services
Kevin S.Bomstad,P.E. E-1 Bobbl M.Erdman P•A
PA*d Manager Marketing Doctor of Business Services
Robert G.Walker,P.E. E-1 Adam J.R Richards P-3
Project Manager Senior Engineer
Edward J.McCall,P.E. E-1 Gregory A.Chambers T-5
gojW Manager Senior Pmjed Technician(Field)
Mark G.Schaller.P.L.S. E-1 Steven Goater.III T-5
Project Manager Senior Projed Technician(CAD)
Seed A.Swanson E-1 Robert C.Watts T-5
Computer Aided Drafting 6 Senior Project Technician(Feld)
In&ftw n Systems Manager TS
David S.Stewart
Denise M.Miglkwkd E-1 Senior Faved Technician(Field)
Treasurer b Vice President
John W.Lussow TS
Edward S.Wedekiny E-1 SeniorPmjed Technician(Field)
Chief Financier Officer
Lenard E Lynn T-5
Mark C.Weber,P.L.S. P-5 Senior Pt*d Technician(Field)
Senior Profed Surveyor
Wiliam C.Pierson T4
George R Burgess,P.L.S. P-5 Pmjad Tedwkian(CAD)
Senior Pmjod Surmyw
C.tarty Nolan T4
Andrew R DehdnmaL,P.E. P-5 Project Technician(CAD)
Senior Project EngineedEnvironmentd
Kdstopfiw K Ping T-4
Jason P. Nemeth,P.E. PS Project Technician(CAD)
Senior Pmjed Engineer Bradford A.Smith T4
Yffang Lu,P.E. P-5 Project Technician(CAD)
Senior Project Engineer
Ryan M.Chriataffal T-3
Stephan W.Grabowski P-5 Senior Techmdan(Field)
Senior Transportation Planner
Joshua M.Boatman T-3
David A.Kamano,P.E. P-5 Senior Technician(Field)
Sensor Project Engineer
Matthew R Blackburn T-3
Scot H.Prindiville,P.E. P-6 Senior Technician(Field)
Senor Project Engineer
Denise M.Thelandar A-3
Jugs A.Morrison,P.E. P-5 Accounting Assistant
Senior Projed Engineer Angela R Fwd A3
Jason M.Bauer,P.E. P-5 Administratim Assistant
Senior Project Engineer Nicole M.Morris A-3
Michell L PiolrowsK P.E. P-5 Accounting Assistant
Senior Project Engineer
Angela D.McCoy i\-3
LEGEND. Accounting Assistant
P.E-PidestiarW Enolnes
P.L&-Pmtesdansl Land Suveyor Rebecca A.Kidd A-3
EL-Engineer kem Administrative Assistant
U-Surveyor kwm
P=Pmresslerrd Stacy L Nilsen A-3
T=Techriral Office MonagezMampshire
A=Adnirdebs e
Ati..... 3117106
Reviewed By:
City Council
Legal ❑
Finance ❑
EST 1 1836 Engineer ❑ A ends Item Tracking Number
.� City Administrator ❑ a��0 _ ��
O p Consultant
LE
City
City Council Agenda Item Summary Memo
Title: FY 06-07 MFT general maintenance agreement
City Council/COW/Committee Agenda Date: PW April 3, 2006
Synopsis: Yearly appropriation for supplies and materials
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested: Resolution
Submitted by: Eric Dhuse Public Works
Name Department
Agenda Item Notes:
e1r o United City of Yorkville Memo
Public Works Department
Esr. 1836 800 Game Farm Road
ni Yorkville, Illinois 60560
Telephone: 630-553-4370
SCE �? Fax: 630-553-4377
Date: March 24, 2006
To: Joe Besco, Chairman
From: Eric Dhuse, Director of Public Works
CC: Art Prochaska, Mayor
Subject: Yearly MFT general maintenance appropriation
Joe,
Attached please find the proposed FY06-07 MFT general maintenance appropriation. I would
ask to place this on the April 3, 2006 Public Works committee agenda. If you have any
comments or questions, please let me know.
Illinois Department Resolution for Maintenance of
Streets and Highways by Municipality
of Transportation Under the Illinois Highway Code
BE IT RESOLVED, by the Mayor and City Council of the
(Council or President and Board of Trustees)
United City of Yorkville Illinois, that there is hereby
(City,Town or Village) (Name)
appropriated the sum of $88,375.00 of Motor Fuel Tax funds for the purpose of maintaining
streets and highways under the applicable provisions of the Illinois Highway Code from May 1, 2006
(Date)
to April 30, 2007
(Date)
BE IT FURTHER RESOLVED, that only those streets, highways, and operations as listed and described on the approved
Municipal Estimate of Maintenance Costs, including supplemental or revised estimates approved in connection with this
resolution, are eligible for maintenance with Motor Fuel Tax funds during the period as specified above.
BE IT FURTHER RESOLVED, that the Clerk shall, as soon a practicable after the close of the period as given above,
submit to the Department of Transportation, on forms furnished by said Department, a certified statement showing
expenditures from and balances remaining in the account(s)for this period; and
BE IT FURTHER RESOLVED, that the Clerk shall immediately transmit two certified copies of this
resolution to the district office of the Department of Transportation, at Ottawa , Illinois.
I. Clerk in and for the
(City,Town or Village)
of , County of
hereby certify the foregoing to be a true, perfect and complete copy of a resolution adopted by
the at a meeting on
(Council or President and Board of Trustees) Date
IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of
(SEAL) Clerk
(City,Town or Village)
Authorized MFT Expenditure
Date
Department of Transportation
Regional Engineer
Page 1 of 1 BLR 14230(Rev.9/05)
Printed on 3/21/2006 2:35:08 PM
Illinois Department Municipal Estimate of
of Transportation Maintenance Costs
Section Number 06-00000-00-GM
Period from 05/01/2006 to 04/30/2007 Municipality Yorkville
Estimated Cost of Maintenance Operations
Maintenance For Group I II or III Material E ui ment or Labor
Operation Group Unit Operation
(No.—Description) �I,ii,ili,ly) Item Unit Quantity Price Cost Cost
Bituminous Patching Bituminous Cold Patch ton 75 85.00 6375.00 6,375.00
Class 1 Surface Course ton 100 36.00 3600.00 3,600.00
Signs, Posts& Hardware Various Street Signs ea 100 50.00 5000.00 5,000.00
Si n Posts ea 100 28.00 2800.00 2,800.00
Brackets and Hardware ea 100 18.00 1800.00 1,800.00
Snow Removal Bulk Rock Salt Ton 1600 43.00 68800.00 68,800.00
Salt bid through Kendall
County Highway Dept.
Bid will be sent when
completed
Total Day Labor Costs
Total Estimated Maintenance Operation Cost $88,375.00
Preliminary Engineering
Engineering Inspection
Material Testing
Total Estimated Engineering Cost
Total Estimated Maintenance Cost
Submitted: Approved:
Date Date
By: Director
Municipal Official Title Regional Engineer
Submit Four(4) Copies to Regional Engineer
Page 1 of 1 BLR 14231 (Rev.7/05)
Printed on 3/21/2006 2:36:37 PM
♦,��D C/Ty Reviewed By:
Legal ❑ City Council
Finance
EST. �1836 F1
Engineer ❑
-� City Administrator ❑ A ends Item Tracking Number
O Consultant ❑ W o��� � O
<LE `�♦' ❑
City Council Agenda Item Summary Memo
Title: Proposal for alarm installation and monitoring
City Council/COW/Committee Agenda Date: PW April 3, 2006
Synopsis: Update to existing agreement for installation and monitoring of all water treatment
facilities
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested: Approval of contract
Submitted by: Eric Dhuse Public Works
Name Department
Agenda Item Notes:
o.o United City of Yorkville Memo
Public Works Department
EST. ;1836 800 Game Farm Road
-4 �i Yorkville, Illinois 60560 co
0� �o� Telephone: 630-553-4370
<LE Fax: 630-553-4377
Date: March 27, 2006
To: Joe Besco, Chairman
From: Eric Dhuse, Director of Public Works
CC: Art Prochaska, Mayor
Subject: Updated Wire Wizard alarm system.
Joe,
Attached please find the proposal for the updated alarm system from Wire Wizard. This would
encompass all of the water treatment plants and booster stations in our system. I would ask to
place this on the April 3, 2006 Public Works committee agenda. If you have any questions,
please let me know.
YORK\ALLE,IL 60560
630-553-9030
630-553-2478 FAX
1NIRE WIZARD OF-ILLIN.01S, INC.
UNITED CITY OF YORKVILLE 03-10-2006
800 GAME FARM ROAD
YORKVILLE, IL 60560
WE PROPOSE TO INSTALL ALARM SYSTEMS AND SERVICE THE FOLLOWING SYSTEMS FOR
THE CITY OF YORKVILLE:
NORTH TOWER at 4600 N. Bridge St. $350.00
VISTA 20P ALARM CONTROL PANEL
1 -6160 CUSTOM ENGLISH LANGUAGE KEYPAD
CONTACT ONE DOOR WITH WIDE GAP CONTACT
GRANDE RESERVE TOWER at 3299 Lehman Cs. $350.00
VISTA 20P ALARM CONTROL PANEL
1 -6160 CUSTOM ENGLISH LANGUAGE KEYPAD
CONTACT ONE DOOR WITH WIDE GAP CONTACT
RAINTREE VILLAGE TOWER at 1102 Schoolhouse Rd. $350.00
VISTA 20P ALARM CONTROL PANEL
1 -6160 CUSTOM ENGLISH LANGUAGE KEYPAD
CONTACT ONE DOOR WITH WIDE GAP CONTACT
GRANDE RESERVE WELL at 3299 Lehman Cs. $1120.00
VISTA 20P ALARM CONTROL PANEL
1 -6160 CUSTOM ENGLISH LANGUAGE KEYPAD
CONTACT FOUR DOORS WITH WIDE GAP CONTACTS
CONTACT ONE OVERHEAD DOOR WITH WIDE GAP CONACT
2-MOTION DETECTORS
RAINTREE VILLAGE WELL at 1102 Schoolhouse Rd. $1120.00
VISTA 20P ALARM CONTROL PANEL
1 -6160 CUSTOM ENGLISH LANGUAGE KEYPAD
CONTACT FOUR DOORS WITH WIDE GAP CONTACTS
CONTACT ONE OVERHEAD DOOR WITH WIDE GAP CONACT
2-MOTION DETECTORS
BRUELL LIFT STATION at 101 Bruell St. '""$0.00"'`
RE-WIRE EXISTING SYSTEM TO HAVE EACH DOOR REPORT SEPARATELY.
PROGRAM SYSTEM FOR PROPER ZONING AND REPORTING.
COUNRTYSIDE LIFT STATION at 1975 N. Bridge St. **$0.00**
RE-WIRE EXISTING SYSTEM TO HAVE EACH DOOR REPORT SEPARATELY(IF NECESSARY).
PROGRAM SYSTEM FOR PROPER ZONING AND REPORTING.
TOTAL INSTALLED PRICE IS$3,290.00 AND INCLUDES LABOR,WIRE, MISC. PARTS.
MONTHLY MONITORING IS$23.00 PAYABLE QUARTERLY IN ADVANCE. THESE PRICES REFLECT THE
USE A PHONE FOR MONITORING.
IF NO PHONE LINE IS AVAILABLE,ADD$200.00 TO THE INSTALLATION PRICE FOR A CELLULAR
RADIO FOR MONITORING. MONTHLY MONITORING FOR A CELLULAR RADIO IS$25.00 PAYABLE
QUARTERLY IN ADVANCE.
PAYMENT DUE UPON COMPLETION OF INSTALLATION.
THIS QUOTE IS VALID FOR 60 DAYS FROM DATE ABOVE.
CUSTOMER SIGNATURE DATE
ALARM COMPANY SIGNATURE DATE
GUARANTEE
THE INSTALLATION INCLUDES A GUARANTEE TO REPAIR OR REPLACE AT THE COMPANY'S
OPTION DEFECTS ZN MATERIALS AND WORKMANSHZP FOR A PERIOD OF ONE YEAR FROM
THE DATE THE INSTALLATION ZS COMPLETED.
CONDITIONS
1. This is a lump sum quotation for all items and quantities listed; and unit prices, if given, are solely for
information. If the quantities are our take-off they are estimates only and while believed reasonably
accurate, they are not guaranteed.
2. The amount of any present or future sales,revenue, excise, or other tax applicable to the goods and/or
services covered by this quotation, or the sale or use thereof,shall be added to the price quoted and
shall be paid by the Subscriber.
3. It is understood and agreed by the parties hereto that Company is not an insurer and that insurance,
If any, covering personal injury and property loss or damage an'Subscriber's premises shall be
obtained by the Subscriber;that the Company is being paid for the installation and/or maintenance of a
system designed to reduce certain risks of loss and that the amounts being charged by the Company
are not sufficient to guarantee that no loss will occur,that.the Company is not assuming responsibility
for any losses which may occur even if due to Company's negligent performance or failure to perform
any obligation under this agreement. Since it is impractical and extremely difficult to fix actual damages
which may arise due to the faulty operation of the system or failure of services provided, if,
notwithstanding the above provisions, there should arise any liability on,the part of the Company,
such liability shall be limited to an amount equal to ten percent of the charge for the work performed
or$250.00,whichever is the greater. The sum shall be complete and exclusive and shall be paid and
received as liquidated damages and not as a penalty. In the event the Subscriber.wishes to increase
the maximum amount of such liquidated damages, Subscriber may, as a matter of right, obtain from
Company a higher limit by paying an additional amount proportioned to the increase in liquidated
damages.
4. The Company does not make any representation or warranty, including any implied warranty of
merchantability or fitness,that the system or service supplied may not be compromised, or that the
system or services will in all cases provide the protection for which it is intended.
S. The Company assumes no liability for the Interruptions of any service due to strikes, riots,floods,
fires,acts of God,or any cause beyond the control of the Company, and will not be required to
supply service to the Subscriber while interruption of service due to any such cause shall continue.
6. Subscriber agrees to and shall indemnify and save harmless the Company, its employees and agents
for and against all third party claims, lawsuits and losses alleged to be caused by Company's
performance, negligent performance or failure to perform its obligations under this Agreement.
7. This quotation is subject to acceptance by Company.
S. It is understood and agreed by and between the parties hereto, that if there is any conflict between
this contract and Subscriber's purchase order,or any other document, this contract will govern,.
whether such purchase order or other document is prior or subsequent to this Agreement.
308 CENTER PARKWAY
YORKVILLE,IL 60560
630-553-9030
630253.2478 FAX
WIRE WIZARD OF ILLINOIS, INC.
UNITED CITY OF YORKVILLE 03-10-2006
800 GAME FARM ROAD
YORKVILLE, IL 60560
We have noticed that two of your three Booster Stations do not have any security in
them at all. We would like to offer the following quote for you to Consider.
WE PROPOSE TO INSTALL ALARM SYSTEMS AND SERVICE THE FOLLOWING SYSTEMS FOR
THE CITY OF YORKVILLE:
NORTH BOOSTER PUMP at 1991 Cannonball Tr $350.00
VISTA 20P ALARM CONTROL PANEL
1 -6160 CUSTOM ENGLISH LANGUAGE KEYPAD
CONTACT ONE DOOR WITH WIDE GAP CONTACT
SOUTH BOOSTER PUMP at 1908 Raintree Rd $350.00
VISTA 20P ALARM CONTROL PANEL
1 -6160 CUSTOM ENGLISH LANGUAGE KEYPAD
CONTACT ONE DOOR WITH WIDE GAP CONTACT
TOTAL INSTALLED PRICE IS$700.00 AND INCLUDES LABOR, WIRE, MISC. PARTS.
MONTHLY MONITORING IS$23.00 PAYABLE QUARTERLY IN ADVANCE. THESE PRICES REFLECT .
THE USE A PHONE FOR MONITORING.
IF NO PHONE LINE IS AVAILABLE,ADD$200.00 TO THE INSTALLATION PRICE FOR A CELLULAR
RADIO FOR MONITORING. MONTHLY MONITORING FOR A CELLULAR RADIO IS$25.00 PAYABLE .
QUARTERLY IN ADVANCE:
PAYMENT DUE UPON COMPLETION OF INSTALLATION. .
THIS QUOTE IS VALID FOR 60 DAYS FROM DATE ABOVE:
CUSTOMER SIGNATURE DATE
0
ALARM COMPANY SIGNATURE DATE _
BURGLAR ALARMS,FIRE ALARMS,
CAMERA SYSTEMS,DOOR ACCESS
SYSTEMS,INTERCOM SYSTEMS
GUARANTEE
THE INSTALLATION INCLUDES A GUARANTEE TO REPAIR OR REPLACE AT THE COMPANY'S
OPTION DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM
THE DATE THE INSTALLATION IS COMPLETED.
CONDITIONS
1. This is a lump sum quotation for all items and quantities listed; and unit prices, if given, are solely for
information. If the quantities are our take-off they are estimates only and while believed reasonably
accurate, they are not guaranteed.
2. The amount of any present or future sales, revenue, excise, or other tax applicable to the goods and/or
services covered by this quotation, or the sale or use thereof, shall be added to the price quoted and
shall be paid by the Subscriber.
3. It is understood and agreed by the parties hereto that Company is not an insurer and that insurance,
if any, covering personal injury and property loss or damage on Subscriber's premises shall be
obtained by the Subscriber; that the Company is being paid for the installation and/or maintenance of a
system designed to reduce certain risks of loss and that the amounts being charged by the Company
are not sufficient to guarantee that no loss will occur, that the Company is not assuming responsibility
for any losses which may occur even if due to Company's negligent performance or failure to perform
any obligation under this agreement. Since it is impractical and extremely difficult to fix actual damages
which may arise due to the faulty operation of the system or failure of services provided, if,
notwithstanding the above provisions,there should arise any liability on the part of the Company,
such liability shall be limited to an amount equal to ten percent of the charge for the work performed
or $250.00, whichever is the greater. The sum shall be complete and exclusive and shall be paid and
received as liquidated damages and not as a penalty. In the event the Subscriber wishes to increase
the maximum amount of such liquidated damages, Subscriber may, as a matter of right, obtain from
Company a higher limit by paying an additional amount proportioned to the increase in liquidated
damages.
4. The Company does not make any representation or warranty, including any implied warranty of
merchantability or fitness, that the system or service supplied may not be compromised, or that the
system or services will in all cases provide the protection for which it is intended.
5. The Company assumes no liability for the interruptions of any service due to strikes, riots, floods,
fires, acts of God, or any cause beyond the control of the Company, and will not be required to
supply service to the Subscriber while interruption of service due to any such cause shall continue.
6. Subscriber agrees to and shall indemnify and save harmless the Company, its employees and agents
for and against all third party claims, lawsuits and losses alleged to be caused by Company's
performance, negligent performance or failure to perform its obligations under this Agreement.
7. This quotation is subject to acceptance by Company.
S. It is understood and agreed by and between the parties hereto, that if there is any conflict between
this contract and Subscriber's purchase order, or any other document, this contract will govern,
whether such purchase order or other document is prior or subsequent to this Agreement.
tq
♦,��D C/r y Reviewed By:
Legal ❑ City Council
1836 Esr. 1836 Finance F-1 1 � Engineer ❑
y City Administrator ❑ Agenda I/tem Tracking Number
Consultant ❑ w OOG "1 11
2
<<E `�♦. ❑
City Council Agenda Item Summary Memo
Title: Fox Hill SSA Maintenance Bid Results
City Council/COW/Committee Agenda Date: PW April 3, 2006
Synopsis: Yearly bid for Fox Hill SSA mowing and maintenance
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested: Approval of Bid
Submitted by: Eric Dhuse Public Works
Name Department
Agenda Item Notes:
Co.O United City of Yorkville Memo
Public Works Department
F
EST 1836 800 Game Farm Road
.� Yorkville, Illinois 60560
Telephone: 630-553-4370
Fax: 630-553-4377
<LE �V
Date: March 27, 2006
To: Joe Besco, Chairman �-
From: Eric Dhuse, Director of Public Works
✓l
CC: Art Prochaska, Mayor
Subject: Fox Hill Mowing and Maintenance
Joe,
Attached please find the results of the bid opening of the Fox Hill SSA mowing and maintenance
for the 2006 season. I would ask to place this on the April 3, 2006 Public Works committee
agenda. If you have any questions,please let me know.
FOX HILL SSA BID FORM FY 06-07 Vendor Vendor Vendor Vendor
Unknown Countryside Lawn Maint. Stevenson Horticulture English and Sons
12:00 Estimate 360 E. Dale I P.O. Box 250 P.O. Box 31
Witness:ED Somonauk, II 60552 Newark, IL 60541 Bristol, IL 60512
Item Unit Quantity Price Cost
Mowing AC 5.29 $70.00 See Attached See Attached $56.54 $40.00
Est.28 cuttings per season $10,368.40
_� $8,374.70 $5,924.80
Item Unit Hourly Rate Hourly Rate Hourly Rate Hourly Rate Hourly Rate
Mulching CY $40.00 $30.00 $40.00
Weeding HR $40.00 $27.00 $38.00
Monument repairs HR $40.00 $60.00 $38.00
General Maintenance HR $40.00 $27.00 $38.00
Beautification HR $40.00 _ _ $27.00 $38.00
Contact Information
Responsible Party Signature
`.4 Clr� Reviewed By:
C� Legal ❑ City Council
Finance ❑
Esr _ im Engineer�- � Agenda Item Tracking Number
0 _ City Administrator ❑ e> ac`c,J_ t 75
C� Consultant ❑
2
ILL. EV
City Council Agenda Item Summary Memo
Title: �,csu► �i 2 �U s k W Acldrus-cs
City Council/COW/Committee Agenda Date: P S a J 8 1 �' 111 Ctc 3=
Synopsis: CSYt �- ta�
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Name Department
Agenda Item Notes:
FEB Q 12006
CIr c United City of Yorkville Memo
OA 800 Game Farm Road
EST 1 1636 Yorkville, Illinois 60560
Telephone: 630-553-8545
�� Fax: 630-553-3436
<LE
Date: January 31, 2006
To: Harold Martin, Chief of Police i\
From: Joe Wywrot, City Engineer v'
CC: John Crois, Interim City Administrator
John Wyeth, City Attorney
Liz D'Anna, Administrative Assistant
Subject: Countryside Parkway—Proposed Address Changes
Recently the Public Safety Committee discussed the possibility of changing the street
addresses on Countryside Parkway(Route 47 to Center Parkway)to conform to the
adopted address grid. The committee asked if there would be any costs associated with
changing addresses.
The Engineering Department was asked to investigate the costs associated with changing
an address. Attached find the results of our investigation.
Please place this item on the Public Safety Committee agenda of February 9, 2006 for
discussion.
Countryside Address Change
Notification costs for homeowners
Most of the areas of notification for the homeowner would come at no cost to them. For many, it
can easily be completed by filling out the"change of address" area on their billing statements.
These areas of notification would include most utilities, magazine subscriptions, insurance
companies and other billable services. Some other areas would need some contact from the
homeowner. These areas include attorneys, mortgage companies, churches, dental and medical
services, voter registration, ect. Although it is believed there will be no monetary cost required to
update these changes, a certain level of time and effort is needed by the homeowner to ensure
these areas are informed. It is assumed that all county, fire and police offices would be informed
and updated through the City.
Two areas, however, would require the homeowner to pay money to update their address. These
are:
Driver's license and Auto Registration
• Updating drivers license($2-$10 depending on age)
• Updating auto registration($3)
• Updating auto title($65)
Bank checks
• Updating checks(varies)
If the homeowner chooses not to update checks immediately, they could update address when
they normally re-order checks
Physical costs
Only nominal physical costs are expected for the residential homes affected by the change.
Businesses
Businesses will be affected similarly with the residential homeowner. Like the homeowner, no
direct monetary costs are expected for businesses to update legal paperwork, utilities, post office,
ect.Plus, there is no question that an indirect cost of time and effort will also be required.
However,businesses may have a potentially large cost burden when they update their business
inventories and promotional departments. These areas include:
• Stationary
• Business cards
• Advertising
• Promotional material
The businesses affected reside in one building, Yorkville Professional Building, 106 E.
Countryside Pkwy, and they are:
• Yorkville Family Practice
• Edward Hospital&Health Services
• Edward Cardiovascular Institute
• Centennial Counseling Center
• VWCH Rehabilitation Services
• Dr. Crirgis& Associates Hearing Center
Physical Costs
Yorkville professional building has its address in brick(106)
Note:
Old Second Bank, located on Countryside Parkway, has an address of 26 W. Countryside. This
address conforms to the new address format being put into place.
Co.c United City of Yorkville Memo
800 Game Farm Road
EST. 1836 Yorkville, Illinois 60560
Telephone: 630-553-8528
Fax: 630-553-3436
<LE ��'�•
Date: November 29,2005
To: Police Chief Harold Martin
Cc: Joe Wywrot,City Engineer
Tim Fairfield,Assistant Fire Chief
From: Jennifer L.Fischer,Engineering Assistant
Subject: Countryside Parkway addresses-Public Safety Agenda Item request
I've enclosed a copy of a diagram Joe Wywrot&I started several years ago,regarding the addresses on Countryside
Parkway.The"future building"with number 104 in it currently has building plans in for review.I need to assign an
address to the building but am reluctant to give it an East Countryside address due to the fact that the city's zero grid
line is Route 47,no longer Center Pkwy.What I would like to do is assign the medical offices a temporary address
on Center Pkwy, pending a review by the Public Safety Committee regarding officially changing the addresses to
those structures west of Route 47 to conform to our city grid system.
This change would affect 5 locations: Edward Health Care (currently 106 E) is the only one on the south side of
Countryside Pkwy that would change; the remaining four are residences on the north side of the street: 103 E (Jeff
Sibenaller), 105 E(Brian and Laura Hess),203 E(Brent Peterson),and 205 E(Angela Pennington).
Jim Ratos owns the Edward Health Care building,and is agreeable to an address change to one on West Countryside
Pkwy, and has also offered assistance in notifying &assisting the doctors onsite facilitate the change. The address
I'm recommending for this building is 76 West Countryside Pkwy.
Across the street, the logical addresses would be 83 West in place of 103 East; 75 West in place of 105 East; 53
West in place of 203 East;and 45 West in place of 205 East.
This change will accomplish several key factors:
1. The zero grid line can be clearly observed and referred to with ease;
2. EMS services will no longer have to clarify which side of Route 47 service is needed;
3. All east and west addresses will now be on the same side of Route 47;
4. This issue will not be brought up again when the future building is constructed at what is shown on the enclosed
as"Future 204";
5. .As businesses relocate or change hands the Countryside Center addresses that are no longer being issued can be
effectively changed to either Countryside Pkwy or North Bridge Street (see Bridge St. Interiors/Law Title/Nelson
Funeral Home).
6. Jim Ratos' new medical building can be issued a permanent address in conformance with our grid system: 88
West Countryside Pkwy.
Let me know if I can be of further assistance;thank you!
t
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United City of Yorkville Memo I �Cc : 1
` 800 Game Farm Road
1896 Yorkville, Illinois 60560
Telephone: 630-553-8528
Fax: 630-553-3436
<CE
Date: February 28,2006
To: Chief Harold Martin,Public Safety Committee
Cc: Joe Wywrot,City Engineer
From: Jennifer L.Fischer,Engineering Assistant J
Subject: Swanson Lane EstateslAddress changes to new road
Swanson Lane Estates has progressed to the stage of development in which addresses are assigned. There are two
existing houses in this one-road subdivision: Gordon&Marcia Swanson's, and the Skopec's.The Skopec's lot was
not annexed in with the surrounding area,but the Swanson's was.Please note the locations on the enclosed diagram.
The development will have a new road called Swanson Lane,which will be accessed via Boomer Lane.All houses,
including the Swanson's and the Skopec's will utilize Swanson Lane for ingress/egress.
I was told by the developer that the Swanson's are currently using the address 3300 Boomer Lane,and the Skopec's
are currently using the address 3150-D Cannonball Trail. After speaking with Joe regarding the confusion that may
ensue if there are three different address configurations on one common frontage road, we feel it would be in the
best interest to all if the Swanson's and Skopec's addresses are changed to a number and name consistent with those
surrounding them on either side&utilizing the same frontage road,namely Swanson Lane.
Please place this item on the next Public Safety Committee Agenda for discussion(March 9).Thank you.
q RHAVEN DRIVE
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( NOT RECORDED ) �
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1�
0 CIP Reviewed By:
Legal ❑ City Council
Finance El
'�-- Engineer
y City Administrator ❑ Agenda Item Tracking Number
-
,L Consultant ❑ PW 2006-78
SCE
City Council Agenda Item Summary Memo
Title: Plats of Dedication—Kennedy and Mill Roads
City Council/COW/Committee Agenda Date: 4/3/06 Public Works Committee
Synopsis: These plats dedicate right-of-way to the city for sections of Kennedy Road and
Mill road
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required: Majority
Council Action Requested: Approval
Submitted by: Joe Wywrot Engineering
Name Department
Agenda Item Notes:
United City of Yorkville Memo
800 Game Faun Road
EST 1 �.,936 Yorkville, Illinois 60560
Telephone: 630-553-8545
Fax: 630-553-3436
lLE
Date: April 3, 2006
To: John Crois, Interim City Administrator
From: Joe Wywrot, City Engineer U
CC: Lisa Piclt ,Offipe Assuan
Subject: Plats of Dedication—Kennedy and Mill Roads
Attached find one copy each of two plats of dedication for the right-of-ways of Kennedy
Road and Mill Road near the Grande Reserve development. Also attached are EEI's
review comments for both plats. I have reviewed the Mill Road plat and confirmed that
the revisions requested by EEI have been performed. The developer has submitted a title
insurance commitment to John Wyeth, and they are working through revisions to that
document separately.
I concur with EEI's recommendations and request that these plats be approved, subject to
resolution of the title insurance commitment. Please place this item on the Public Works
Committee agenda of April 3, 2006 for consideration.
52 Wheeler Road • Sugar Grove, IL 60554
TEL:630/466-9350
ft, FAX:630/466-9380
www.eetweb.com
Engineering
Enterprises,
Inc.
March 27, 2006
Mr. Joseph A.Wywrot, P.E.
City Engineer
United City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Plat of Dedication for Kennedy Road, between Old Mill Road and New Mill Road,
Grande Reserve, United City of Yorkville, Kendall County, Illinois.
Dear Mr. Wywrot:
We have reviewed the subject Plat of Dedication prepared by Midwest Technical Consultants, Inc.
containing 1 sheet with initial issue date of March 1, 2006, with regard to Illinois Compiled Statutes and
generally accepted land surveying practices in the State of Illinois and offer the following comments:
1. The Plat of Dedication is acceptable as presented and we recommend its processing for
acceptance and recording by the City.
2. A Commitment for Title Insurance should be submitted, by the developer, to the City Attorney for his
review with regard to any encumbrances of the property prior to City acceptance of this dedication.
If you have any questions or comments regarding this review, or require any additional information,
please contact our office.
Sincerely,
ENGINEERING ENTERPRISES, INC.
f �
John T. Whitehouse, P.E., P.L.S.
Senior Project Manager
PC: Bart Olson,Administrative Intern
Travis Miller, Community Development Director
Dwight A. Trostle, P.E., CGL, Ltd.
Rick Murphy, Pasquinelli Homes, L.L.C.
Jim Wallin, Pasquinelli Homes, L.L.C.
JWF/WED, EEI
G\Public%Yorkvi11e\20021Y00215 Grande Reserve(MPI)1doc%"rot32KennedyDedication.doc
Consulting Engineers Specializing in Civil Engineering and Land Surveying
52 Wheeler Road •Sugar Grove, IL 60554
TEL: 630/466-9350
it, FAX: 630/466-9380
www.eelweb.com
Engine®ring
Enterprises,
Inc.
March 27, 2006
Mr. Joseph A. Wywrot, P.E.
City Engineer
United City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
Re: Plat of Dedication for Mill Road and Kennedy Road, Grande Reserve North
United City of Yorkville, Kendall County, Illinois.
Dear Mr. Wywrot:
We have reviewed the subject Plat of Dedication prepared by Midwest Technical Consultants,
Inc. containing 2 sheets with latest revision date of February 17, 2006 with regard to Illinois
Compiled Statutes and generally accepted land surveying practices in the State of Illinois and
offer the following comments:
1. In the 17th line of the legal description, the words "at a point of tangency" should be
removed since this point is not a point of tangency.
2. In the 47th line of the legal description, we recommend the word "property" be inserted after
the words "Commonwealth Edison Company".
3. In the 16th line of the legal description in the first "also" section, the words "at a point of
tangency" should be removed since this point is not a point of tangency.
4. In the 28th line of the legal description in the first "also" section, we recommend the word
"property" be inserted after the words "Commonwealth Edison Company".
5. A Commitment for Title Insurance should be submitted, by the developer, to the City
Attorney for his review with regard to any encumbrances of the property prior to City
acceptance of this dedication.
Consulting Engineers Specializing in Civil Engineering and Land Surveying
These revisions should be made and the mylar original submitted for City processing. If you
have any questions or comments regarding this review, or require any additional information,
please contact our office.
Sincerely,
V RING ENTERPRISE , INC.
hitehouse, P.E., P.L.S.
ject Manager
pc: Bart Olson, Administrative Intern
Travis Miller, Community Development Director
Dwight A. Trostle, P.E., CGL, Ltd.
Rick Murphy, Pasquinelli Homes, L.L.C.
Jim Wallin, Pasquinelli Homes, L.L.C.
JWFNVED, EEI
GAPublifforkvilleMMY00527 Pasquinelli Homes-Grande Reserve\docsXlwywrot05Dedication02.doc
BASIS OF BEARING PLAT O F DEDICATION PART P.I.N.02-11-300-012
CENTERLINE OF MILL ROAD
ASSUMED TO BE: OF
S O 1 o clOgn C THAT PART OF THE SOUTH HALF OF SECTION 11 TOWNSHIP 97 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,
V 2 V J E DESCRIBED AS FOLLOWS:
BEGINNING AT A SPIKE SET AT THE INTERSECTION OF THE CENTERLINE OF KENNEDY ROAD AND MILL ROAD;THENCE SOUTH 81
DEGREES 26 MINUTES 03 SECONDS EAST ON AN ASSUMED BEARING ALONG THE CENTERLINE OF SAID MILL ROAD A DISTANCE OF
7239 FEET TO A SPIKE SET;THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST,HAVING A
RADIUS OF 4,930.00 FEET,THE CENTER BEARING NORTH 82 DEGREES 18 MINUTES 47 SECONDS EAST FROM THE LAST DESCRIBED
POINT,HAVING A CHORD BEARING OF SOUTH OB DEGREES 56 MINUTES 14 3ECONDS EAST,A DISTANCE OF 38727 FEET TO AN
IRON PIPE SET AT A POINT OF COMPOUND CURVATURE;THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO
THE NORTHEAST,HAVING A RADIUS OF 80.00 FEET,HAVING A CHORD BEARING OF SOUTH 58 DEGREES 18 MINUTES 03 SECONDS OWNERSHIP CERTIFICATE
I i EAST,A DISTANCE OF 76.88 FEET TO A POINT OF COMPOUND CURVATURE;THENCE SOUTHWESTERLY ALONG THE ARC OF A STATE OF
CURVE CONCAVE TO THE NORTHWEST,HAVING A RADIUS OF 950.00 FEET,HAVING A CHORD BEARING OF SOUTH SO DEGREES 00
MINUTES 38.SECONDS W EST,A DISTANCE OF 14AS FEET TO AN IRON PIPE SET AT A POINT OF TANGENCY;THENCE SOUTH 80 COUNTY OF )
/ DEGREES 26 MINUTES OB SECONDS WEST A DISTANCE OF 100.76 FEET TO A SPOT SET AT A POINT ON THE CENTERLINE OF SAID THIS IS TO CERTIFY THAT AN ILLINOIS CORPORATION,1S
KENNEDY ROAD;THENCE NORTH 13 DEGREES 58 MINUTES SO SECONDS WEST ALONG SAID CENTERLINE 93.13 FEET TO A SPIKE THE FEE SIMPLE OWNER OF THE PROPERTY DESC REED IN THE FOREGOING SURVEYOR'S CERTIFICATE AND
SET;THENCE NORTH 09 DEGREES 33 MINUTES$4 SECONDS WEST ALONG SAID CENTERLINE OF KENNEDY ROAD A DISTANCE OF HAS CAUSED THE SAME TO BE SURVEYED,AND PLATTED AS SHOWN HEREON FOR THE USES AND
384.64 FEET TO THE PLACE OF BEGINNING;IN THE TOWNSHIP OF BRISTOL,KENDALL COUNTY,ILLINOIS. PURPOSES HEREIN SET FORM AS ALLOWED AND PROVIDED FOR BY STATUTE,AND DOES HEREBY
/ ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TILE THEREON INDICATED.
1 // �•VQ V // 1 y THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS 9NOYM ON TARS PLAT OR
CITY E N 6 I N E E R•3 CERTIFICATE THOROUGHFARES.57RFE13.ALLEYS AND PUBIC SERNp:S;AND HEREBY ALSO Y UNDER ITT ANY
I / I STATE OF ILLINOIS ) ELECTRIC,GAS,ELENIONE.CABLE N OR OTHER TELECOMMUNICATIONS COMPANY UNDER FRANCHISE SCALE:
)S.B. AGREEMENT M1H THE INITED CITY OF YDRKMl1E,THEIR SUCCESSORS AND ASSIGNS,THE EASEMENT
N COUNTY OF KOS)ALL) DATED WHICH AIE STATED HEREON. ■II�
DRIED AT 085 � I
ENGINEER _ _DAY OF 20_. w 30 0 w
THAT THE WEROOMED IMPROMDAN75 HAVE BEEN INSTALLED OR R THE REa1MEREBY CERTIFY
S O Y CERTIFICATE
GUARANTEE COLLATERAL HAS SEEN POSTED FOR THE COMPLETION OF ALL REQUIRED
IMPROVEMENTS. ) S.S.
I DATED AT YORKMLLE,ILLINOIS lIOS_DAY OF_. 20 W. CITY OF ) —_—_— PR.POBLO mm"-OF MY
-
I, A NOTARY PUBLIC W BECTON LINE AND FOR THE COUNTY AND STATE --------
AFORESAID.DO HERESY CERTIFY THAT
WIM1F11<O1NON II[
O DOILIE
I Na Ao BN 0�I CITY ENGINEER AND ---- C aww R.O.a U E
PPS CITY COUNCIL CERTIFICATE PERSONALLY KNOWN TO ME TO BE THE PRESIDENT AND SECRETARY OF A(N) -------- m- E„ ,T
AS SHOWN ABOVE,APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THAT AS _
I STATE OF KUNDIS ) SUCH OFFICERS,THEY SIGNED AND DOUVERED THE SAID INSTRUMENT AND CAUSED THE CORPORATE SEAL
2 1 )SS TO BE AFFIXED THERETO AS THEIR FREE AND VOLUNTARY ACT AND AS THE FREE AND VOLUNTARY ACT OF BCC O WRO
COUNTY OF KENDALL) SAID CORPORATION.FOR THE USES AND PURPOSES THEREIN SET FORTH.
P.O,B. GIVEN FINDER MY HAND AND NOTARIAL SEAL 7IS_DAY OF 20_-
I SET CENTEY ME O AT THE CENTERLINE-"WAY; E N7ERSEC111N YORKVI LE AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CT'OF
I YO PONT TERM OF NORM k SOUTH HIGHWAY; YORKNLLE,ILLINOIS,THIS DAY OF 20_- 1 8 OUMTER BEnIOx KXRRER
NO OI FOND IN FIEND
PO NOTARY PUBLIC ( R)
I 1 SMIN SHOWN IS OARED ON
I I EXISTING PAVEMENT CENTERLINE. IEA911RFD OIBTANOL
I I 1 _19 81'28'03" E MAYOR tT•=.) ArOOB DISTANCE
1 7239' P.C. PORT a—TMI,
I SET SURVEY SPIKE P.T. PINT R TANODKY
AT CORI
R. RAONS
I Z CS. M,Rb SEEMING
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BYTD�UME TRIP 90 RFEBRUAR gB.
_ P.a0. PLACE BE0RY10
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QBOdt 12, 1 ���1_ _+EEA4) ��__ aZL MOON/BEIBAOK OE
Q n 1 —� " —�— mE OKFEPIMON p NAMEr rAm7MT
Al 1 > >- �� t� SUPVEYSPNE d of mMEAnr YIMAOD
M 1 8 _`�
1 1 - CENIERUNE OF MILL B FIXING n0 PIPE
(� N 09'33'54' W LONG 364.64'(MEAS.(REC. 1 'N �� m ow PA EMDNT
S 7'07'00" E 364.8' ALONG CL(REC.
nuD'AFi,mrPIPO°ao I 3
1 O SET IRON PIPE
1 o AT calNm
N 88'25'03" E
41.22' -
I
\ SET IRON PIPE j
SET SURVEY SPARE I AT CORNDt SET IRON POE
"SCHOOL LOT" AT CORNIER 1 -76.99' R-50.DD' AT OWNER
1 CB-S 5618'03" E -
i"
- - - - - \ - SET RON PRE
1 .GG AT COMER
.ORN / / CITY CLERK'S CERTIFICATE
I
IA TT R- STALE OF ILLINOIS )
1/1�'Ve� i AT 8-S, FA BZ• ��/ t COUNTY OF KENDALL j S.S.
u TI KOiWNFW N 13'58'50" A.2 i' 444
\ A® APPROVED AND ACCEPTED BY ME MAYOR AND CITY COUNCIL OF THE UNITED CITY OF
93.13' // P
IL
YdHKNLLE,ILLINOIS,BY ORDINANCE Ho.
///)))///
B=S 8' 0'38' 00' AT A MEETING HELD THIS DAY OF 20—
�A I ce=s eo'oo'38" w �
KENDALL COUNTY RECORDER'S CERTIFICATE
\ 80'26'06" W-�,/ STATE OF ILLINOIS ��^�O��D
O 100.76' j S.S. p ((lUf
O. SET SURVEY SPIKE COUNTY O'KENDALL)
O. LP 1 AT CORNER .
OI00(D, THIS IN STRUMENT WAS FILED FOR RECORD IN THE RECORDER'S
I O - OFFICE OF KENDALL COUNTY,ILLINOIS,ON THE_DAY OF MAR 3
\ - ----�- AD.,20_AT_O'CLOCK__.M.AND WAS
RECORDED IN BOOK OF PLATS ON PANS ENGINEERING ENTERPRISES,INC.
1--
11 RECORDER OF DEEDS
\ STALE OF ILLINOIS )
1 \ )S.S
1 ` ` CITY CLERK COUNTY OF DUPA(E)
\ , COUNTY CLERK'S CERTIFICATE
WE.MIDWEST SURVEYING NO.1114-002917,7,00 HEREBY CERTIFY
\\ STATE OF ILLINOIS ) THAI THE PUT SHOWN HEREON 75 A CORRECT REPRESENTATION OF A
S.S SURVEY PERFORMED AT AND UNDER UR DIRECTION.
\ COUNTY OF KENDALL) ALL DISTANCES SHOWN IN FEET AND DECIMAL PMTS THEREOF.
\ 1 I, COUNTY CLERK OF"KENDALL COUNTY,ILLINOIS.DO WIDI INNER MY HAND AND SEAL IN NAPERVILLE,L NOS THIS IM DAY
HEREBY CERTIFY THAT MERE ARE NO DELINQUENT GENERAL TAXES,NO UNPAID OF MMOM,AD.,2dM.
CURRENT TAXES,NO UNPAID FORFEITED TAXES,AND NO REDEEMABLE TAX SALES 6fLLW.ON
AGAINST ANY OF THE LAND INCLUDED IN THE PLAT HEREIN DRAWN. I NRTHER CERTIFY PJ9i Bnw
THAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION WITH ME PLAT HERON STATE OF
DRAWN.
BOOS
Kim MIDWEST OVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE. THOS PSELLRE W.O SEN,P.L.S./2718
TECHNICAL PREPARED FOR: LICENSE EXPIRES n/3D/2DDB xo.OIB/O2T1e
FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN ILLINOIS.THIS DAY OF 20_�
HEREON, REFER TO YOUR ABSTRACT, DEED,GUARANTEE CONSULTANTS,INC. MPN-YORKMLLE NORM 'BHP Ea
POUCY AND LOCAL ORDINANCES LAND SORVEYMS _ SRVLL
3/1%06 ISSUED ,re 1aEPNWE Mi1i0^p°". COUNTY CLERK
COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY -- w aos-mM w8 mDRF PPMT BNUF
DIFFERENCE AT ONCE. NO. DATE DESCRIPTION BY 6AC�w4E. su,E IKW 'LLB Mro.: 265-14o MAW BY, - SHEET 1-0F 1
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PART P.I.N.02-11?00-012
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NOSI PLAT OF DEDICATION PART P.I.N.02-11-400-002
ASSUMED 1HE CEMTERUNE OF
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•FOR BURRING RESTRICTIONS AND EASEMENTS NOT SHOWN CONSE.FAHT6,NC.
HEREON,REFER TO YOUR ABSTRACT.DEED.GUARANTEE 1 3 seA1a PER CITY
RENEW 7/27 m wu� PASUUPAU-MLL CP054NO uC
POLICY AIID LOCAL ORDINANCE&
•COMPARE ALL PORTS SUCRE BURRRJG AND REPORT ANY __ 2/11/06 ISSUED .IB �
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