R-69-16RESOLUTION NO. R-69- 16
A RESOLUTION TO CREATE A CODIFICATION
ADVISORY COMMITTEE IN THE VILLAGE OF
DEERFIELD, ILLINOIS
BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES
OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTYES,ILLINOIS:
SECTION There is hereby created, a Codification
ONE: Advisory Committee which shall consist
of such number of persons as the President
and Board of Trustees shall, from time to time, determine
to be necessary to accomplish the Committee's purposes.
SECTION Said Codification Advisory Committee shall
TWO: be appointed by the President by and with
the advice and consent of the Board of
Trustees and shall serve until the Committee's purposes
have been accomplished or for such other term as the
President and Board of Trustees shall determine.
SECTION The Committee, upon its appointment, shall
THREE: meet and elect one of its members as
Chairman and one of its members as Secretary
and shall adopt its own rules of procedure and organize
itself in the manner best suited to achieve its purposes.
The Village shall provide, insofar as possible, secretarial
services and necessary office supplies to assist the Committee.
SECTION It shall be the Committee's objective to
FOUR: prepare and recommend to the President and
Board of Trustees the adoption of a new
Municipal Code for the Village of Deerfield. To accomplish
this objective the Committee is authorized to make a thorough
study of the present Municipal Code of Deerfield, as amended,
and to compare it with current statutes and judicial decisions
with a view toward updating such Code and bringing it into
conformity with existing laws while at the same time elimina-
ting any conflicting, inconsistent, and invalid material
contained therein.
SECTION The Committee shall prepare a draft of a
FIVE: new Municipal Code of Deerfield and shall
first submit it to the Village Attorney
who shall review the same and return it to the Committee
together with his recommendations as to changes or altera-
tions. If the Committee agrees, it shall make the recom-
mended changes or alterations and shall forward the amended
draft to the President and Board of Trustees with its
recommendations. If the Committee does not agree with the
recommended changes of the Village Attorney, it shall forward
its draft to the President and Board of Trustees and shall
attach thereto its recommendations and also the recommenda-
tions of the Village Attorney.
The Committee shall also accomplish any further study of
its draft or any portions thereof which the President and
Board of Trustees deem necessary and shall make the appro-
priate changes and recommendations as indicated.
AYES:
FOUR (4)
NAYS:
NONE (0)
ABSENT:
TWO (2)
PASSED this 6th day of
APPROVED this 6th day of
ATTEST:
Village Clerk
October A.D. 1969.
October A.D. 1969.
Village President
FIRST RESOLUTION OF THE BOARD OF LOCAL IMPROVEMENTS
OF THE VILLAGE OF DEERFIELD, LAKE AND COOK COUNTIES,
ILLINOIS, FOR THE IMPROVEMENT OF PORTIONS OF FAIR -
VIEW AVENUE, BIRCHWOOD AVENUE, KENMORE AVENUE,
GORDON TERRACE, LAUREL AVENUE AND ROSEWOOD AVENUE,
WITHIN SAID VILLAGE, BY THE CONSTRUCTION OF PAVEMENT
WITH INTEGRAL CURBING .,SIDEWALKS, AND INCLUDING A
DRAINAGE SYSTEM WHERE NECESSARY
BE IT RESOLVED, by the Board of Local Improvements of
the Village of Deerfield, Illinois, that a local improvement
is herein originated in the Village of Deerfield, Illinois,
for the following local improvement:
The construction of a non - reinforced Portland Cement
Concrete pavement with an integral curb, Portland
Cement Concrete sidewalk, together with the necessary
drainage and other improvements of Fairview Avenue
from the north edge of the existing pavement of County
Line Road to a point 120 feet south of the south
right -of -way line of Hackberry Road, Birchwood Avenue
from the north edge of the existing pavement of County
Line Road to a point 120 feet south of the south right -
of -way line of Hackberry Road, Kenmore Avenue from a
point 8 -1/2 feet south of the south right -of -way line
of Laurel Avenue to a point on the north right -of -way
line of Rosewood Avenue, Gordon Terrace from a point
8 -1/2 feet west of the west right -of -way line of
Fairview Avenue to a point 8 -1/2 feet east of the east
right -of -way line of Fairview Avenue, Laurel Avenue
and Rosewood Avenue, from the east edge of the existing
pavement on Wilmot Road to a point 8 -1/2 feet east of
the east right -of -way line of Fairview Avenue, the
construction of a thirty -three inch (33 ") storm sewer
along Gordon Terrace beginning from a manhole to be
located four feet (4') east of the west right -of -way
line of Birchwood Avenue to an existing manhole located
four feet (4') east of the west,.-right-of-way line of
Fairview Avenue, all in Section 32, Township 43 North,
Range 12 East of the Third Principal Meridian in the
Village of Deerfield, in Lake County, Illinois, includ-
ing the cost of all labor and materials, the cost of
engineering and inspection, and the cost of making,
levying, and collecting the assessment as provided by law.
The nature, locality, character and description of such
improvement and the estimated cost thereof shall be as set
forth in the accompanying ESTIMATE OF THE PRESIDENT OF THE
BOARD OF LOCAL IMPROVEMENTS OF THE VILLAGE OF DEERFIELD,
attached hereto and made a part hereof.
This Board of Local Improvements further resolves that
a Public Hearing shall be held on the question of making said
improvement on the 10th day of February, 1969, at the hour of
8:00 P.M., in the Village Hall of the Village of Deerfield,
located at 850 Waukegan Road, in Deerfield, Illinois, and that
Notice of such Public Hearing shall be sent by mail directly
to the person who paid the General Taxes for the last preceding
calendar year in which taxes were paid, on -each Lot, Block,
Tract or Parcel of land specially benefited by the making of
such proposed improvement; said Public Hearing is not less than
ten days after the adoption of this Resolution nor shall the
NOTICES therefor be mailed less than five days prior to the
date set for such Public Hearing, as required by law.
ADOPTED by the Board of Local Improvements this 27th
day of January, 1969.
President
Member
Member
ATTEST:
-6 4�
Secretary
January 15, 1.969
ESTIMATE '
TO THE BOARD OF LOCAL IMPROVEMENTS OF THE VILLAGE OF DEERFIELD
LAKE COUNTY, .I.LLINOIS
R1 -: HOVLAND SUBDIVISION SPECIAL, ASSESSNLE.NT NO, 108
Centtenien:
I hereby submit. an estimate of cost of constructing a non - reinforced Portland
Cement Concrete paveirient with an integral curb, Portland Cf:rnent Concrete side-
walk, toke.ther with the necessary drainage and other improvements of Fairview
Avenue from the north edgo of tlhe, existinL, pavement of County Line Road to a point
120jeet south of the south right -(-)f -way line of Hacl,berry Road, Birchwood Avenue
from the north edge of the c--xistim4 pavement of County Line Road to a. point 120 feet
south of the south right -of -way line of I- la+ckbcrry Road, Xonmorc; Ave.huc from a
point 8 -1/2 fret sough of the s(Mth ri�-,ht -of -way line Of Laurel Avenue to a point on
the north right -of -way 1.inc of Rosewood Avenue, Gordon Tc roue(. from a point 8 -1/?.
fact west of the west: right -of -way line of Fairview Avenue: to a point 8- I./2 feet cast
of the east ri.,ght- of -•,vay line of Fairview Avcnue, Laurel Avenue! and 1osewood Avenue,
from the east cdac of th,, ekistint,, pavement. on Wilmot Road to a point 8-1/2 fc of: east
of the cast right -of -way line of Fairview Avcnue•, / tha construction of a thirty -three
inch (33 ") storm sower alons, Gordon Terrace bcsinning from a manhole to be located
four feet ( -I') east of the west right -of -way line of Birchwood Avenue to an existing;
manhole located f0111' feet (4') cast-of the west ri*_,11t -of -way line of Fairview Avenue,
all in Suction 32, Tovmship 43 North, Rank I2 East of the- Third Principal Meridian
in the Village of Deerfield, in Lake County, Illinois, including the cost. of all labor
and materials, the cost of cnginoerini! acid inspection, and the cost of making, levying,
and coll.ecling the assessnient as provided by 1 aw.
The said non - reinforced .Portland Cement Concreti(� pavement %mit:h an inte,-ral.
curry shall have a 6 inch uniform thickness and shall be 27 feet in width mcasu.red
hack to back of curb.
The said Portland Cr.mcnt Concrete sidewalk along both sides of said irriprovement
shall have a uniform thickness of 4 inches and shill he 5 feet in Width except that said
sidewalk shall be 6 inches in thickness across existing driveways leading into
adjoining lots.
The drainage to properly drain the said improvement shall consist of the
construction of concrete pipe; connected together to the proposed manholes, inlet
catch basins, inlets and to the existing, storm sewers within the said irnprovement area.
The proposed improvement shall include cica.ri,nf:, excavating, all borrow
repairing the. sub - ,trade, trenching and tunnellin(,, rernoval of existing culverts, laying
of all storm sewer pipe, connection to tho existing n-ianholes and sower pipe, con.neclion
to all proposed manholes, inlet. catch basins, special manhol.i.,s and inlets construction
of standard manholes, inlet catch basins, and inlets, with cast iron frame and lids;
i
including backf.illin%, trenches with earth wherein the parkways or with fine granular
aggregate where a trench edge is closer than 2 feet of tlx: bask of the combined curb
and (_;utter or v;here trenches or space outside the walls of inlets, manholes, man
hole catch basins and special. manholes are within pavcrrnent, curb and gutter or drive-
way and walk areas; all flushing of the storm scv:ers and tamping and jetting;
of the backfill; thr: construction of Portland Cerrient Concrcu%sidevvalk and sidewalk
4Phroaches; the construction of crushed stone, hituminous and concrete driveways
necessary to be replaced; the adjustriicnrts and reconstruction of existim, iiianholes,
catch basins, and valve vaults, the existing cast iron cover is to he used; the adjust-
and moving of fire hydrants; the removal of trees, the spreading of topsoil to
a mi.nirmim thickness of 4 inches and rc- seeding and watering=, within the parkway; all
curing of paving,, and conib.ined curb and uufter; protection of all concrete work from
frost, rains, t raffi.c, sun and wind; protection Of al.l trees as designated by Engineer
and all existing improve irients; the repair arld r(�ptacemcnt of existing iniprovcn-icnt:s
where darriagcd; whcther public or private; removal of a.11 rubbish created by the
construction ofd said improvement; removal of all, surplus materials, excavated or
uthc:rwise; all. en(,inceri.ng servi.cf:s,, labor, matcrial.s, tools, equipment: and incidental
expenses necessary to completely construct said proposed improvement, all in the
\rilla�e of Deerfield, Lake. County, Illinois. The estimated cost of said improvement
as herein stated including a.11 lawful expenses attcndin�P the sank, is the sw�i of
Three Hundred Seventy Nine Thousand, Fifty Seven Dollars and ninety two cents
($ -) 79, 057. 92).
A. GRADING R: PAVING
1.' 21,400 cubic yards of Excavation for the Non -
Rcinforccd P (7. C. Paveynent with an integral
curl-), driveway repl.acei»eni, the parkways,
includinO the removal R disposal of all. earth
all sub-,,rading; t compacting, furnishing; &.
placint: of all borrow that may be required,
placinQ of all fill., rcrnoval of al.l existing, pave-
inent including base & surface courses, curbs,
& gutters, combined curb & Butters, driveways
and the removal & disposal of all log, stumps,
brush, trees raider six (6 ") incrh diameter,
vc +getation, rubbish & other ohjectional rnatLer
complete in place at $1. 50 per cubic yard . . . $ 32, 100. 00
2. 29, 680 square yards of'non - reinforced P. C. C. pave-
' rnent 6" thick with intc�ral curl..), including
lon gitudinal, transverse and expansion joints,
con-lplete at $5. 00 per square yard . . . . . . . $.148, 400. 00 ,
3. , 520 square yards bituminous concrete surface
course, 3" compacted thickness, in place on
povzolanic base course. Said wearing, surface; o
shall be manufactured and laid in accordance
with Section 44, Arts. 44. 1 to 44. 12 inclusive,
entitled "Bituminous Concrete Dense- Graded
A�o'gre.uate Type Class I complete at $2. 00 per
square yard... . . . . . . . . . . . . . . . . . . . $ 1,040. 00
4. 520 sgizare. yards pozzolanic base course, 10"
compacted thickness, in place under bituminous
surfacing, including spreading,, .leveling,
compacting and priming complete at $3. 00 per
square yard . . . . . . . . . . . . . . . . . . . $ 1, 560. 00
5. 90,430 square feet of .P. C. C, sidewalk 4" thic}c and
all. materials, placing;, finishing„ back filling
and expansion joints, cornpletc in place at $0. 60
per square 'foot ... . . . . . . . . . . . . . . . . $ 54, 258. 00
6. 3, 440 square feet of P Cr C, sidewalk 6" thick at
all driveway approaches and for rnconstrucLion
of existing; P.C. C. driveways and all malcrials,
placing" finishin', backfilling; and expansion
Joints, eornpIcte in place- at $0. 70 per square foot $ 2,408. 00
r
d
7. 260 square: yards of I-ltunlinous concrt•tc surfacr
course, sub- cl,rss 1.- 1 1 , 2'' in con'tpacted
thickness and sub -base llranrrlar material,
Type I3, ,,radc 8 or 9, 8'' corrrpacted thick-
ncss, i.nCIAldin", placint, sprearlin :u, conrpact-
mu,, b. leveling for reconstruction of e...xistim-
lii:e dri.vc:ways: complc tc. in place at $4. 00
per square yard . . . . . . . . . . . . . . .
8. 350 square yards of sub -base and surface
(jramtlar material, Type l'., Grade b or 9,
8'' con-rpactcd thickness, including placing,
spreading, c.orr,pactiw_ h, leveling for recon-
struction of c!xistint; lilac drivewav!; comph-tc:
in place: at $2. 50 per squarc yard . . . . . .
9. 24, 100
1.0. 2713
square yards of topsoil to seedincp, spread
and prep:arc topsoil, li-ght:ly compact k.r a
niinirnurn'i thlckn,.•ss of 4 '', water and seed,
complete at'$0.70 per square yard . . . . .
inches of diarrretcr of various diameter trees
from 6'' and, greater to bc: removed, including
all excavation, grubbin1„ li.rrrh rc:nroval,
rcrrroval of all stumps &. debris, removal of
surplus excavation and fillip, of the resulting
hole with approved carl-h, coirlplete aL $3.'00
per inch diarnetcr . . . . . . . . . . . . . .
TOTAL,.
B. STORM SEWERS
1. 662 Lineal
feet of 33 inch
storm
sewer, C 76,
Class
11, co;mplctc in
place
at $1"2.00 per
lineal
foot ... . . .
. . .
. . . . . . . . .
2. 10 lineal.
feel: of 27 inch
storm
sewer, C 76,
Class
II, complete in
place
at $.10.00 per
lineal
foot . . . . . .
. . .
. . . . . . . . .
3. 50 lineal.
feet of 21 inch
storm
sewer C 76,
Class
III, corriplete in place at `';9.00 per
Lineal
fool . . . . . .
. . .
. . . . . . . .
4. 345 lineal feet of 18 inch storm sewer, C 14,
complete in place: at $7. 00 per l.incal [Foot
0
$ 1, 040. 00
$ 875. 00
$ 16, 870. 00
$ 819. 00
$259, 370. 00
$ 7,944. 00
$ 100. 00
$ 450. 00
$ 2,415. 00
r'
5. 455
lineal feet of 18 inch st.o.rni sewer, C 76,
Class III, connpletc in place at $8.00 per
lineal foot. . . . . . . . . . . . . . . ..
$ 3, 640. 00
6. 45
lineal feet of 15 inch storm sewer, C 76,
Cl.as s III complete in placd at: $7. 20 per
lineal fool . . . . . . . . . . . . . .
$. 324.00
7. 355
lineal, feet of 15 inch storm sewer, C 76,
Class II complete in place at $7.'.00 per
lineal foot . . . . . . . . . . ... . .. . . .
$ 2, 485. 00
8. 305
lineal feet of 15 inch storm sewer, C 14,
Complete in place at $6. 00 per lineal foot
$ 1, 830. 00
9. 701.
lineal feet 'of 12 inch storm sewer, C 14,
complete in 'place: at $5. 50 per lineal. fool:
$ 3, 855. 50
10. 368
lini.�al feet of 12 inch storn'l sewer, C 76,
Class Ill comptetc in place at $6. 30 per
lineal foot . . . . . . . . . . . . . . . . . '
$ 2, 318. 40
1 1. 500
lineal feel: of 12 inch storm sewer, Class III,
Inlet Connr.cti.ons, complete in place at $6. 50
per lineal foot . . . . . . . . . . . . . . . . .
$ 3, 250. 00
12. 1, 130
lineal feet. of 10 inch storni sewer, Class TT1,
Inlet Connections, ce,inplete in place at: $6. 20
per lineal. foot . . . . . . . . . . . . . . . . .
$ 7, 006. 00
13. 29
each, concrete inlets, 24 -inch 1. D. , 5 inch
wall thickness, on 4 -i.nch concrete foundation,
including all labor and materials, excavation
and removal of surplus matt:rials, and
Standard Franc: and Grate , complete in place
at $200. 00 each . . . . . . . . . . . . . . . . .
$ 5, 800. 00
14. 24
each, concrete inlet catch basins, 48 1 nch I, D.
5 -inch wall,thickness, on 6 inch concrete
foundation, .Wi.th sumps as shown on the plans.
iiictudin' all .labor and rnat.crials, excavation
and rernova,l of surplus material, and Standard
Frame and Grate, compl.eLe in place aL $350. 00
each . . . . . . . . . . . . . . . . . . . . . . .
$ 8,400. 00
15. 12 each, concrete manholes, 48 inch 1, D, , 5 inch
wall thickness, on 6 inch concrcto foundation
with moulded inverts, including all. labor and
materials, excavation and removal. of surplus
material and Standard .Frame and Cover,
corplete in place at $300. 00 each'. $ 3, 600. 00
TOTAL. $ 53, 417. 90
C. OTHER
1. 12 sets of street signs, .furnish and install street
sign units at all intersections as directed by
' the engineer, street sign unit to consist of four
street narne signs, each two mounted back to
back, and the signs mounted on a pole; street
sign units to be purchased from Village; com-
plete including all labor and materials at $50. 00
each . . . . . . . . . . . . . . . $ 600.00
2. 3 sets of street lights; furnish and install street
lights mounted on concrete poles at three loca-
tions as directed by the Enl-,inccr. Light shall.
,conform to the following: Joslyn - J214- 540 -PX -1
complete with photocell and each lei, fused;
6690/120 or 240 V, Bulbs 100 Watt, lamp #100
W Mercury Vapor, F1 38 -45 A/ DX, Pole shall
be An-ierican Concrete, Pole 1101-E-12, corriplete
including all labor and materials at $1, 000. 00
each . . . ... . . . . . . . . . . . . ... . . . $ 3,000.00
3. 8 each adjust existing manholes to the proposed
grade of the pavement or parkway, including
top masonry adjustment or reconstruction,
complete, at, $75. 00 each . . . . . . . . . . . . $ 600. 00
4. 4 each adjust existing Wave Vaults to the proposed
grade of the pavement or parkway, including
top masonry adjustment or reconstruction,
complete at $75. 00 each . . . . . . . . . $ 300. 00
5. 4 each adjust. existing fire hydrants to finished
grade, including dismantling, salvaging
suitable materials, furnishing and installing
all appurj�, nances and pipe, and disposal of
surplus materials, complete in place at
$150. 00 each . . . . . . . . . . . . . . . . . . $ 600. 00
6. 5 each manhole or inlet lids, to be rcpl.accd .
as desi.g'nated; furnish and install complete
in place at $50. 00 each . . . . . . . . . . . . $ 250. 00
TOTAL OTHER: $ 5, 350. 00
Total Estimated Cost of Construction $318, 137. 90
Cost. of Engincering, Inspection and Quality Control 38, 176. 55
TOTAL: $356,314.45
All lawful Crpellscs attending the proceedings for malting,
said improvements, inclildin�, the court costs and the making, levying
and collection of the assessment: of said improvernent, not in excess
of Six (G) percent of the Cost of Said Improvement . . . . . . . . . . . $ 22, 743.47
TOTAL ESTIMATED COST OF IMPROVEMENT: $379,057.92
I do hereby certify that in my opinion the said estimate, does
not exceed the probable cost of the improven-wnts and t:he lawful
expenses attending the same.
Dated January 15, 1'969
PRESIDF.N'.i, I N,RD JF 1,0CAJ I'1•111"OVE.MENTS
Vill tgc of Dec rlield