HomeMy WebLinkAboutOrd 691 09/18/1959
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That a connected system of combin.cd sanitary and storm sewer
laterals be constructed to serve that part of the east one-half (1/2)
of Sec,tion 33, Township 4t. North, Rarig'c 11 East of the Third
Principal Meridian, described as follows:
The area bounded by the centerlinesof Dale Avenue in the west,
Memory Lane in the north, I orest AVenue in the east and Northwest'
Highway in the south (excepting therefrom Lot 1 to 8, inclusive, in
Block 1 of Arthur T" l,llcIntosh and Company's Northwest f\"leadows
and the east two hundred and thirty-one (231) feet of the north five
b.undred and ninety-live (595) feet, more or 1eDsi of the southeast one-
quarter (1/4) of Section 33. Township 42. North.,H,ange 11 East of the
Third Principal .f\.'leridian); and
Lots 21 to 32. inclusive. in Ho aoy Berry Company's
Northwest Heigb.t8c
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Lateral Sewer. to be connected to a 33-inch, 36-inch and 42-inch
trunk line on Isabella Street and Oak Street of the Mount Prospect
Sanitary .Relief Sewer Project of the ;'"ietropolitan Sanitary District
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of Greater Chicago. alld to serve the Sewer District desc ri bed above.
shall be constructed at the following locations:
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DALE AvENUE:
MacAR T HUR
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Nort~ of Gregory Street
Beginning five (5) feet south of the south line
of Memory Lane; thence sou.th with a 12-inch
internal diameter lateral sewer three hundred and
twenty-four {324} feoet; thence continuing south with
a l5-inch internal diameter lateral sewer three
hundred and twenty-three (323) feet;
Between Gregory Street and Isabela Street
In the westerly parkway, beginning forty (40)
feet south of the south line of GI'egory Street; thence
south with a 12 -inch internal diameter lateral sewer
two hundred and ninety-seven (297) feet; thence
continuing south with a 15 -ine h internal diameter
lateral sewer to Isabella Street;
South of Isabella Street:
In the westerly parkwayp beginning forty (40) feet,
more or less, north of the north line of Northwest
Highway; thence north with a 12 -ine h interul
diameter lateral sewer t'Y.o hundred and ninety
(290) feet; thence continuing north with a 15 -inch
internal diameter lateral sewel:' a distance of two
hundred and ninety (290) feet.
North of Gregory Street
In the east parkway, beginning five (5) feet south
of the south line 01 Memory Lane; thence south
with a 12. -ine h internal diameter lateral aewer
thl""ee hundred and twenty-four (324) feet; thence
continuing south with a 15 -ine h internal diameter
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j,iteral 'i(,w~r it dlstance uf thre\' tluuc;reJ an,:
t v. p n t v - t h r e >, I S l;) f e (. t ,
_~~.~"__~~_S~ t:i~~~ r..)t ~~~:~~. 1 ~:.:~~ l,~ St r.~e~
In thl' ea'>t f',Hkway. l)e~:""lDlnf: fourte~ll (l..j) leet
nurl.!! 01 thf' SUl;tn LIlt ul Gil'gO!'Y ~)tr(:et; ti:f>nce
r;()utll w:th d(>t-incb lnterlidi IdCtlllelt.'r liiteral
~ ewe.. t!.l' e e h u n d I' e <1 cHI d "I;" t y , 8 tH " r I (_~ () 'i:' f (' e t ;
tht;'nle("_'ntlrH.;n;~ bUllthcCi';tl1rly witn:t 'i'd' h
jn1t~r:-l<d (lid:neter lateral scwe; a "lSt;1l1\_t' llt'
fOllr hun,ired and lb.: :ty-three (.L~)) feet to
Isabella Stre,'t
SOld n '.;f 15,\ tll' lla Str eet
In the east parkway, at the inter section with
the east parkway of Forest Avenue; thence
westerly with a 12-inch internal diameter lateral
sewer seventy (70) feet; thence continuing
northeasterly with an 18- inch internal diameter
sewer six hundred and two (602) feet; thence
continuing northerly with a 24-inch internal
diameter sewer two hundred and forty-five (245)
feet;thence continuing northerly three hundred
and seventy- eight (378) feet to Isabella Street;
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North 01 Gl egory Street
III the easterly parkway, belinning bve (5) feet
IOcuth of the south hoe of Memory Lanei thence
south wIth a 12.inch internal diameter lateral
sev..er three hundt"eo and t.'oienty-four (3l4) feet;
thence continuins south with a IS-inch internAl
diamete r &eWe r three bund red and twenty -three
(H3) feet tc Isabella Street;
Between Gre8~ry Stl"eet _" Isabella Street
In the easterly parkway, lEginmng forteen (14)
ieet, north of the south hne of Gregory ~treet;
thence south and aoutheasterly with a 27-1OCh
lnterHal diar.Ietel lateral sewer three hundred and
eighty-nine (89) feet to the i.ntersection of Oak
Avenu.e witn Isabella Street.
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GREGORY STREET:
Yw est of MacArthur Boulevard
In tbe southerly parkway, bea1nning at the inter-
section with Dale Avenue; thence easterly with a
IS-inch internal diameter lateral sewer four
nundred and forty-nine (449) feet to tne east
parkway of MacArthur Boulevard.
Between MacArth.ur Boulevard and
Oak Street
In the southerly parkway, beginning at a point
. sixty (00) feet east of the east line of MacArthur
Boulevard; thence easterly with a 15 -ine h internal
diameter lateral sewer three hundred and 8ixty-
four (304) feet to the east parkway of Oak Avenue.
East 01 Oak A venue
In the southerly parkway, beginning at a point forty
(40) feet west of the east line of :F oreat A '.enue,
extenlied south; thence westerly with an 18 -ine h
internal diameter lateral sewer two hundred and
eleven (lll) feet; thence continuing westerly with
a Z i-ine h internal diamete r lateral sewer two hundred
and ten (lIO) feet to tb.e easterly parkway of Oak
A venue.
WITHORN LANE;
Along its centerUne; beginni.ng fifty (SO) feet west
of the east terminus; thence westerly one hundred
and seventy-five (175) feet with a lZ..incl). i.nternal
diameter lateral sewer. to the easterly parkway of
MacArthur Boulevard.
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The entire improvement shall be construct.ed u
more fully de.~ribed herein and ... shown on the pIau therefor
attached hereto and by reference made a part hereof.
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SEWERS AND APPURT'ENANCES:
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Sewers shall be constructed of Reinforced Concrete Sewer Pipe
and of Standard Strength Vitrified Clay Pipe, conforming to the following
specifications and in accordance with detailed plans, ,designated Project
NQ. 58-77. attached hereto.
The reinforced concrete sewer pipe shall be made in sections
of not less than four (4) feet in length, and so formed that when the
sections are laid together and joints filled '9rith joint material.. they
shall make a continuous and uniform line of pipe with a smooth and
regular interior surface.. with the minimum wall thickness and amount
of reinforcement as shawn in the follow.ing table. All pipes shall be
ma:;ked with the date of their ma.nufacture, and no pipe shall be laid
that is not at least fourteen (14) days old.
Dimensions of Reinforced Concrete Pipe & DetaUsof Reinforcing:
Cross .sectional areas of steel given in per lineal loot of pipe
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wa.ll (each individual steel wire to be placed in plane normal to the
longitudinal axis of the pipe) and expressed in square inc hes per lineal
foot of pipe wall (wires to be spaced not more than four (4) inches
center to center).
1nte 1'n&1 Minimum Shell Square Inches Three -EdgeB&ring
Diameter Thickness of Reinforcing Methods in Pounds
of Pipe of Pipe Pe r Lineal Foot Per Lineal Foot
in Inc hes in Ine hoa of Pipe Wall of Pi pe
10 1-3/4 1 line : 0.07 7....700,
27 3 1 lino : 0.07 3>>800
In addition to steel above specified to be placed in planes n.ormal
to the axis of the pipe~ the steel mesh reinforcing sballcontain
longitudinal wires each with a diameter of . 16Z l.nehes;said longitudinal
wires shall be placed adjaceat to wi.re specified. in above table>> shall
be spaced not- moz:e than t>>lnt (8) inche& center to center, shall be
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paralley to the axis of the pipe, and shall be firmly fastened to steel
wires provided for inabo\<e table by welding or other suitable means.
Standard Strength Vitrified Clay Pipe shall conform to the
Arne rican Society for Testing Materialsi Designation C -13.
All pipe shall be smooth, straight and soundi thoroughly burned
and vitrifiedv well glazed, free from lumps or other imperfections
and with the least possible variation from the specified dimensions
or true cylindrical shape. All straight pipe shall be straight in the
direction of the axis of the cylinder and the inner and outer surfaces
of each pipe shall be concentric.
The standard minimum thickness of the shell of the clay pipe
herein provided shall be as follows:
Standard Strength Vitrified Clay Pipe, AST M C -13;-
1211"" Fifteen-sixteenths (15/16) of an inch,
15" - One and one -eighth (1..1/8) of an inc hi
18" - One and three-eights (1-3/8) of an inch~
21" -One and five-eights (1-5/8) of an inch,
2411 - One and seven-eights (1-7/8) of an inch.
Joints for the Reinforced Concrete Sewer Pipe shall be of the
tOllgue and groove type. Recesses shall not be less than III of an inch
deeper tban tongue. Pipe shall be so fitted together and matched
that when laid together and the joints cemel:lted, a smooth and uniform
invert will be obtained. The joints shall be of Buena desigll that when
jointed they will reduce leakage and iniUtrlltion to Ii minimum as well
as to prevent any appreciable irregularity in the flow line of the sewer.
No Joints shall be accepted where the finished work is not plainly
visible for inspection. Types of joint shall be as approved by the
Engineer.
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JOillt8 between 'adjoining bell and spigot of the Vitrified Cla.y
Pipe shaUbe made by fitting the sewer pipe with an approved die -caa.
tapered type joint. This joint shAll be made by fitting the spigot aad
socket of the pipe with collars of bituminous compound having a meltilli
point of 2.40 degrees to 2. 70 degrees F.
A linill. or ring of the bituminous compound s~l1 be tlie-cast
"\ into the Bocket of the pipe and around the 5 pigot of the pipe, of sue h
size and dimension that when the spigot is shoved firmly il1to tM socket
portion of the pipe, a tight fit between socket and spigot will be made.
All pipe shall be dry and clean when joint a.bag alld collars are
cast. No pipe shall be used if eit.h.er collar or lining shows allY void
or unfilled space.
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Whea laying the pipes, the joint lining and collar shall first be
painted with a bituminous solvent, whic h shall ea'Aae theH suda.cea, to
become plastic or sticky, and when tbe pipes are shoved firmly
together the joint material .hall unite and thus become taol'ouglUy
waterproof.
Sewer wyes for house cOllnections shall be installed at all locations
shown on the drawing., shall be of vitrified clay pipe for twelve (ll)
inches by six (6) inclles, fifteen (15) inches by six (6) inchea, eighteeJl
(18) lnches by six (6) inches; twenty-one (21) inches by six (6) inchea,
&~ twenty-four (24) inches by six (6) lnr;hes, and shall conform t~ the
specifications lor Vitrified Clay Pipe and Reinforced Concrete Sewer
pipe .munerated hereinbefore. Connection al1AU be of reinforce. co...-
crete aewer pipe for twenty-sevoll (2.7) inches by six (6) inches.
All houa. .ervice connections to the pro~eQ 33 -ine h, 36 -inc h
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and 42-inch sewers in Isabella Stl'eet shall be maOe with a special con-.
nection as detailed on the plans. T he con;:. rete used in construction of the
connections shall conform to the standards set forth in this Document. The
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abovementi:uned connections s..hall be paid for at the contract unit price
each for special house service connections.
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Manholes shall be four (4) feet inter1'13J. diameterp with curved
concrete blocks five (5) inches in thi;:kness and concrete floor and
, foundation, eight (8) ine hes in thickness, lying directly below the
invert of the largest sewer entering the manhole. The upper two and
one-half (2-1/2) teet of said manholes sha.ll be drawn in cone shape to
an internal diameter af two (2) feet at the top by the use of concentric
concrete riDgs or monolithic concrete construction, all as aetailed
on the attached plans.
All sewers entering a manhole shall terminate at the in8icl~
face of the manhole.
All manholes shall be equipped with cast iron frames and coversll
the combined weight of which shall not be less than three fulndred and
sixty-ii.ve (365) pounds. The tops of the covers shall be set at tb.e
elevation of the surface of the adjacent ground.
The curved concrete blocks used in manhole construction shall
conform to the American Society for Testing Materialsp Serial
Designation C -139.
The cement mortar used in the manholes or other purposes in
this improvement shall be composed of one (1) part Portland cem.ent
and two (Z).parts clean torpedo sandi with 100/0 hydrated lime.
BACKFILLING:
The material used in backfilling the trench arounci the pipe and
toa depth of twelve (12) inches over the top of it, shall be free from
large stones. The backfilling shall be tamped in six (6) inch layers
up to twelve (12) inc hes above the top of the pipe.
HOUSE SEWERSER VICES:
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House connections shall be pI"ovided from the sewer to points
six (6) feet streetwa.rd from the property line. Said colta.ections shall
be of six (6) inch vitrified clay pipe. The material and construction
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methods shall conform in all details to those described hereinbefore.
A clay disk stopper shall be sealed into the end of each house sewer
service.
Where necessary~ existing water mains shall be raised or
lowered and water service pipes relaid or adjusted.
CONCRETE:
The Portland cement concrete used in the construction of the
manhole structures s hall be composed of the following materials:
On'e (I) part Portland cement and two (2) parts fine aggregate and
three and one -half (3 -1/2) parts of coarse aggregate with sufficient
water added to produce a proper consistency.
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Coarse aggregate s hall consist of clean, hard, toughf durable
crushed :rock or pebbles, graded in size, free hom vegetable or other
.
deleterious matter, and shall contain no soft, flat or elongated pieces.
The si:Ge of said crushed rock or pebbles shall be such as to pass a '
two (2-) iDe h round opening and 811.all range down so that, no mON than
five (5) per cent shall pass a screen having four (4) meshes pet Uneal
inch and so that no intermediate sizes shal+ be removed.
Fille aggregate or sand shall coasist of quartz. particles or other
equally hard material graded from fine to coarse~ .with the coarse
particles predominating. Said fine aggregate wren dried shall pass a
screen having four (4) meshes per lineal inch. Notmor-e than twenty
(20) per cent s hall pas. a sieve havirig fifty (50) meshes p~r lineal
inch &J;ld not more than eight (8) per cent shall pass a sieve having one'
hundred (IOO) meshes per lineal inch. Said fine aggregate shall
COlljain no vegetable or other deletedous matter or more than three
(3) per cent by weight of clay or loam.
The cem.ent shall be of a goodg:rade Of Portland cenlentwhich
meets the latest requirement of the American &oci~ty for Testing
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Materials, and shall be a. product resulting from the calcination to
incipient fusion of an intima.te mixture of properly proportioned
argillaceous and calcarous materials and to which no additions greater
than three (3) per cent has been made subsequent to calcination~ The
resultant clinker sball be so ground as to produce a cement 80 fine that
at least seventy-eight (78) per cent of the volume will pass through a
sieve having forty thousand (40,000) meshes to the square inch and be
so seasoned as to produce initial set in not less than forty-five (45)
minutes.
Mixing water shall be clean and shall be free from oil, acid
and injurious amounts of vegetable matter, alkalies or other salts.
The ingredients of the CORcrete shall be thoroughly mixed
until each particle of fine aggregate ia coated with cement and each
particle of coarse aggregate is coated with mortar.
A mechanical mixer shall be used which SRall mix the ingredient.
at least one (1) minute, from the time all the materials. including water.
are in the drum until the beginning of the discharge.
The consistency 6f the mixed concrete shall be such that no
separation of ~he ingredients ta8., place hi handling and: some tamping
is ne~e8sary to bring the mortar to the surface.
:BACKFILL UNDER E.TI8TING OR FUTURE PAVED AREAS:
As directed by the Engineer, trenches caused by the c011$truction
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of the sewer. and house services which intersect dedicated stre.ets,
shall be backfilled with sando screenings, pit-run gravel. crushed stone
or pea-gravel from the spring U.. of the pipe to the Datural ground sur-
face for a distance of eighteen (18) feet in eac h di rection from the
centerline of the intersected street, measured parallel to the sewer
trench. The trench backfill shall be thoroughly "jette." ill. a manner
and with equipment satisfactory tort he Engineer.
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EXISTING DRIVEW ATS AND STREET PAVEMENT:
The existing driv~ways aad. street pavement shall be removed at
locations where the s.ewer construction necessitates luch removal.
The drive'Wa.ys and street pavement so removed shall be replaced
with materials equivalent to the original materials and to tbe same
width and t hic kne SJ5 .
SHEETING AND BRACING LEFT IN PLACE:
In locationS indicated on the drawings atta~h.d hereto, or as
ordered by the Engineer in writing during actual construction for
purposes of safety, wood sheeting and bracing .shall be left in place.
,
S.cp: sheeting and bracing shall be of sound timber.
SPECIAL REINFORCED CONCRETE CRADLE ON VITRIFIED
C1..A Y SEWER
In locatiotl8 indicated on the drawings attached to t1ris Resolutioll,
Or aa ordered by tbe Engineer in writing during actual constro.ction,
tho sewer shall be constructed on a concrete cradle of dimensions
sh.Qwn on the drawings. The concrete for t"hecradle shall be as
outUned h.ereinbefore.
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RESTORATION OF.t>RAlNAOE STRUCTURES:
.Drainage structures, such as culvexots, drain tiles;. and jUllCtion
box., removeddul"ing the- construction shall be replaced and the
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drainage shall be restored to its original pattern.
RUTORATION O~. PARKWAYS~
Parkways diat~;rbed by thE! ,:aonstruction shall be restored with
a layer of topsoil not less than four (4)inchefJ and ready for seeding.
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.All materials of every !dnd and character to be used in the
construction of this improvement shall be of first-class quality,
suitable for the purpose for which they ar~ to be used and subject to
the inspection and approval of the BOard of Local Improvements of
the Village' of Mount Prospecti Cook County~ Illinois.
All of said work shall be constructed in a workmanlike manner
under the superintendence of the Board of Local Improvements of
the Village of Mount Prospect, Cook County; Illinois.
All elevations on the att~c hed drawings are given in feet and
d.~hnals thereof above Chicago City Datum. Chicago City Datum is
fixed and established 3.8 a level plane eighty-nine and thirty-five
hundr.dths (89.35) feet below the nor(heasterly invert of the existing
manhole on the ten (10) inch storm sewer at the intersection of
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Isabella Street with MacArthur Boulevard.
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the tQa' 1.1\&11....t. 1.t_,.., o. tbe ...... au ........... .,tall...
.nta lull he .. ,8.ft4 pava'l. ....hall ... .011...4 Wi'" '1M Ut-
atal1.,,,'. ...,..'1..1r ..a la ,alC .let "1&.... to .,.,,1.1 ........at
,rov1ele4.
..."...., tor tile ,..,... ot aa'io.t. .beo.11.....
.,.. ot taw ..... aft4.WlO....... "".1.."
ot.uel ........, to. tM 0.,,' ., .al' ,.,.......,., t... '111&,. ot
Moun' he,,,., .....11 1.,.... iona ,...\)18 0\1.' 01 aal' 1Mta,l1Mat I
~ 1ft....., at tbe I'll". ot '.is per ~.nt <.),.,_.,.,.a'b1.
a---.llr. aSaM. 'D1 1ibe,,..,1un'tt of the loa" or TNt..' .t tbe
ft.l1... or...., frO'Ject, an4 at'..,... \)7 ~ Vll1qeC1.. of _aid
Vl.l1... . :sat. bon4s 8..11 'be 1...4 1n aCO.Haftc. w1 'h a.4 aball 1ft
all re....'. coato.. to t" ,...vl.10.' ot tbe ':...1.." li'l.. aM
..
Vl11as.. Aot, a,po.,.4 A\II..t 15,1941 and ........,. tu",'.. aot
lhCludillt ",',loa- 84. 1-1 to 84. 1...4901 .uti Aot.
_. ,,6. !hat tbe '".l....t ot .. ,"111". .1 ..at ,....-
peet, N, aM .. 1. M"",d1Net.. t. 111e ..
... ,...
fi.1!
,.tltS.on 1n tu ClrcW.t, super1.. or Count7 Co'" of OMit Oolaat"
1111.018, 1a tbe __ of th. people ot ,be 'ill... 01 ...- ",.,.ot
PJ'q:lna'.t ".""7 be t.... ,ole"" . ,,,'lal ....._t t... tbe
P\U'PO'. ot debt.,s.ns the expe... ot ..1d s....".... to tar .a ,be
aa.. -1' 1&whl17b4t delle and t. a.certain what ,..pert,. will be
be.tlte4, 1. acooHaac. with ,be pl"O'fl.S.on. 01 tllla oM1_.1 #
aI'l4 1n the "'1" ,"'..lbe4 ..,. law.
~Il. that all oN1UJlc.., .1' ~. ot Ol'tiMM.',
1ft contlict wlib thl. oN1na.e, he, aM tM
.... are be.._ ..pea184.
..'8. that tbi. oHlnanoe ahall " 1ft h11 'o..e an.
ettect tl'Olll and atte.. 1t. pa..... aa4 8,,"val,
tbeftot, ao.oI'41n& to law.
:='/~~;;;~ff;t:: ':;~:' 1959.....,
AJlPIlO'9DI flU. I '1/._ of ~ ' A.IlI., 1959.
PHlla.n, tlt.S... *".. ... ftr~tM'...ot
t. ...11... .r Mo.t """.'. Oook
Count" Ill1nolIJ
AftiSftD A1Q) 'XLD IN MY omCl
ms lift d&7 ot ~ ... A.D., 1959.
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,.
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~,:,':a= == 0' "IBIS
.WI ,........ GOO. ......, twlG!8
0..'18lI.'
Ve MMWltb au_1' an OHiaanoe tor .. 100al lIIpN--'"
e.t1'1.. -Aft ON1une. 'n1l1cU.na t." the Mald.aI of .. Loeal !lIpNft-
..., 1n aa4 t.... t. Yl11_ ot Moat pro.,..t, Cook eoua\7, 1111M18,"
...tol1... .
fha' . .....,.. 'r".. .t o._s... .an1.....,. aDd
.t.n ..... 1....a1. be ...t~o'.' ,....... ,bat
=':f,'= =~~..=t 111~, .~t~::~Ji
trlMt,..l Men.ta, .....1..4 ..a toll....
'1M aN. lJcNDded. bsr the ".uJ'll1Ma or h1e .,...
1ft .. ...t, ......,. Lue 111 ,be 1UIrtb, ro...,
A.... s.a .. .&at aM ......., IlS.IhP7 J.a ,be
...~ (....,.181 ....,... Lot' 1. t. 8. 1a llPiok..
_t. ...lINin.toa ot Lo'. 1 to , 1M1_1.., 111
mook 1 .f Aft... ,. ..S.... &a. c.....,'.
Ie"-":Ie. -.. \be ..., we ......... u4
......... 131) ,.., of tM ~ fl... ll.....
...... . 1llM........ ",. 1". C,ts) ''''t .on o. 1.. a. I,.. O'.'be
......., _........ (11', 01 s..,s." ", ---
lb1p II. ......., ..... 11 Bu' .r th. fh1N :Prlncl...
pal llerlct1aD) I ...
Lot' 11 t. 31. lM1ut.., in H. Ref ...., C.....'.
........ .......,., .. .ltotm 1ft t. ,1au .... .peol-
tl..'lo.. t~..t.r.
!'be.u""iSM4 be.._,.Nc_ad the uklna of aa14
1.'.......nt, the enen'. _tUft, ebara".., lHal1t, and .....1'-
tloa ot 1dllob 18 Ht to1'th 1n .a14 dratt ot ord1naftOe h.rewlth
tn.MIIl tte4, &ft' al.. "0_1\4 to JOU tbe ,a....e of .&14 ...1MDoe.
.. .....1IMeS al.. 'I'M..1t to ,ou heNwltb aD ..tlute
of tbe ooat .1 ...14 1.,."w..nt .. tinal1, c1eteNlne4 ltJ' the. and
pro.lcled to. 1ft .at4 dratt ot ol'41aUlCe be..with tran..t 'w".
nte'~4..t, IIIUCl .t r.M1.1 DPNftii*'"
.............,.
..II
>>ABDa "'1' .., of
I.D.; 1959.
ilHWI". CJf ftiIf ~
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-".--~ ~
:aSTIKATa
'.fO .,. ... .r LOCAL .__VIDI'fS
m.lt_ 0' ._....anet
COOl. C01Jllf! ~ UU*ls
Clentle.at
I herewith au_1t an .,t1ute of the GO,t of MklD& a
local llDPl'Ov....t 1. the 'flll,,8 of Mount ,..,peet, Il11aol'. a,
tolloW8'
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T hat a eOlltJl:Jeted system'df !Ubn'1biqeci'SilnIta1:Y .lftf st6\crb;. se,wer
laterals becocstructed to'aerve that' part 'of the ea:st oh(i~half (l/l)
of Section. 33TowriShip4lNoi'th,Range 11 East.'" of the 'Thi.rd
,
''''f<
P:vincipal Meridian, described as follows:
The area bouaded bytbe ceaterlinea of Dale Avenue in the we.t,
I
,MemOry Lane in the n~~~i~~t~~~~eet
Highway in tbe south (excepting therehom Lot 1 to ~inc1usive. hi
Block 1 of Arth~n To Nlc1ntosh anel. Company's Northwest Mead.ows
and tRe east two hundred and thirty-one (Z31) feet of the north five
hVl1drecland. ninety-five (S'S) feet. more or leaa, of tbe aoutbea.tone-
quart.r( 1/4) ~f SecliOD 31, Towll5blp 42. North.. Ran~e 11 1:.8t ,of the
Third Prindpal Meridian); and
Lota Z 1 to 32. inclusive,' in H. Roy Berry Company's
< Northwest Heishts.
. Lateral Sewer. to be connected to a 33~1.nch,':'!a~-iacb"..fid 4Z-inch
trl1l1k line on laabella Stl'eet and Oak Street of the ,Mount Prospect
Sanitary Relief SewerProjec:t of the MetropolitanS&nitary District
, .
, ' '
of Greater Cb.1caso. aad to serve the Sewer District desc ribed above,
shall be constructed at the followin8 locations:
-1--
, '.
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~, "';(..i-",,;.;-',,~"'J;~Io_~'::";"~~_.,"':-,~:~"':"""';~~"""";'u._~"";'z,:r.:~,::_...t_~~~..-,---~..~~~_,.-" j
","__...~~_~~:: _.~.,..,'.<:..~"i.;j.~,.~ :;-.:
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DALE AVENUE:
MaeAR THU.a .
,'110t}LEVA.an,
r
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North of Gre,oryStreet
BostDlUn.fivf1 (') feet sO\lth .f tbe 80uth liDe
of Memory LaM; tURe. aouth with.. U.-iac:h .
lateraal alameter latol:a1 aewerthree becbeel,aDd
t.......,~1'our (32..)f..t; thence cOlltiDu.1na .oatll -llll,
i . -.' ._ . . ..~ ;l
a15...iacl .ater_1 cain.ter lateral.ewer three
hudred aadtwe.y-thHe ()Z3)feeti
aetw".Ol'esory Sh.eetalllll~&~,la$tre"'
l..",. I, : .'
. .
11'1 tile ....terly parkway, begiu.inlforty(40)
feet .outb. of the south Une of'GreloryStr..t~tbe11ce
south with a 11<!'iach iaternal diameter late'1'aJ ..,.....
two hundred aDa .iiMlty...eY~ (l91)te.u thellCe
c:olllieui1'1i SO.tal with a 15-iMb int.l'Mldia....r
taieral sewer ~ lfii.-.lbl Streeta
Souta. of laabella Street;
"
\
III t,le w..t~dy,.rkway. beli...' forty (4.)'IMt,
,
mOfeor leas, urth.ol the nortk 11ne of Nortk....t
, .
Hiabway; thenee aorta with a lZ...1nc:a iate~ .
cI1lUnetilr la.tereJ aewer two huadredand I!lnety .
(~90) feet; tlt.lICe continWl'lg Dorta with a 15 -inell.
" '- ,. ~
, ,
iat.rDal cl1.m...lat.~al ..wer a 41staace of two'
bu..re4l ...... Jliaety'{I90)'t.et.
I >>! ori~..' fIf.. ~1".'~!l't"~
, . .~,. - , ~ . ", ' .
In ~be ea.t ,arkWay....i~liv..(5) feet ..th
'f::,
. .
01 t~ ,aQ1ltb,llM ol.M~ry ,L,aneJ t~..(;.~"ll
. .
. with~ lZ....i'ft~hlMel'aa1 diame"l" lateral s.w~
three huadred and twe.ty..tou.~ (3.1,.) f.., tl\Cmc.A .
iiI'
coatiauinl .nt. wita. 15..b"~1a ....1'_1 ~r
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;"'".
lateral sewer a dlstance of three hundred and
tv.,enty-three (313) feet;
Betvyeen Gregory Street & Ila bell. ::itreet
In the east parkway, beginning fQrteen (14) feet
north of the south hr:e of G 1 egory Streeti thenc..c
tiouth wlth ll. ~4"nh:h lntenlal dialneter lateral
sewer three hundred and sixty-seven (367) feet,
thence continuing southeasterly with a 27 -inch
lnternal diameter lateral aewe 1" a dist.nc e of four
uundrea and thirty-three ("3'3) feet tQ Isabella
Street.
South of Isabella Street
In the east parkway at the intersection with the
east parkway of Forest Avenue; thence westerly
with a l2-inch internal diameter lateral sewer
s€venty (70) feet; thence continuing northeasterly
w1"th an 18-inch internal diameter sewer six
hundred and twei- (602) feet; thence continuing
northerly with a 24-inch internal diameter sewer
two hundred and forty-five (245) feet; thence
continuing northerly three hundred and seventy-
eight (378) feet to Isabella Street;
-3 -
OAK A VENUE:
N()r_~h 01 ~legory ~~
In tbe ea5terly parkway. beginning five /:5) feElt
south of the south line of lVieroQry Lane; thence
south Vvith a 12-inch internal diameter lateral
<
g~we r three hundred and twenty -fall r ':324) feet;
tllence cuntinuin8 ~outb with a 15-inch internal
diameter sewer three hundl"ed and twenty-thre-.e
(3lj) feet to habella Street;
Bt"tween G regory St~ & Isabella Street
In the easterly parkway~ mginning forteen :14~
feet" north of toe south line of Gregory .:Jtreeti
thenceeouth and .outhe8.!iterly wltD a 27-1och
internal dian-leter lateral seVver three hundred and
eighty-nIne p89,1 feet to tht-' lOt6'r"i6ctiOo of Oak
Avenue with Isabella Street.
-4 -
GREGOR Y ST REET:
West of MilcArthur Boulevard
In tbe southerly pa rkway.. beginning at the inter-
section with Dale A venue; thence easterly with a
15-inch interna~ diameter latt'ral sewer four
hundred and !orty-nin~ {449) feet to the. east
parkway of MacArthur Boulevardq
Betw.aen MacArthur Boule...ard and
Oak Street
In the. southerly parkway. beginning at a point
sixty (60) feet east of the east line of MacArthur
Bhulevard; th~ncE' easterly with a 15-inch internal
diarrleter lateral sewer three hundred and sixty-
four (364) feet to the east parkway of Oak A\enue.
East of Oak. Avenue
In the southerly parkway; beginning ..t a point ~orty
{40) feet west' of the east line of Fa"rest A-,.enue"
extended 60uthithence westerly with an 18-inch
internal diameter lateral sewe r two hundred and
, elfive'n (211) feet; th~nce con.tinuing westerly with
a ll-inch internal diameter lateral seWf'l" two hundred
and ten {L.IO) feet to the easterly parkway of Qak
A venue.
W ITHOhN LANE
Along its centerline; beginni'ug fifty (50) feet west
of the' east terminus; thence westerly one hundred
and seventy-five (175) feet with a l2-inch internal
diam~te,r lat.eral sewer to ,the ~aste,:rly parJ:tway of
MltcArthur Boulevard.,
-5 -
.,
I
,
\.
The entire improvement shall be constructed as
more fully described herein and as shown on the plans therefor
attached hereto and by reference made a part hereof 0
...
-6-
The cost>> as eBthnated, for the 12-inchi 15-inch, 18-inch,
21-inc hand 24 -ine h StaJidard Strenglh Vitrified Clay Pipe and 27-1nch
Reinforced Concrete Sewer Pipe includes the cost of aU excavatiol1,
backfilling" restoration of existing drainage culverts>> tiles. and the
restoration of parkway with top soil, ready for seeding. and alllabol'
and materi.ds,. complete in place.
The cost. as estimated, for the concrete manhole bases
includes the cost tor labor and material for said base. complete i.
place and ready for use.
The cost, asestimatedf for the cast iron manholol3 frames and
c overs includes the cost of all labor and material tQ place~il.ici items
ready for use.
The cost, as estimated, for the manhole sidewalls includes the
cost of all excavation, backfillingi disposal of surplU8 exc:anted
material. and all labor :aad material for the conerete block sidewall
aad cast iron steps. complete in place and ready for use.
The cost, as estimated, for the 12-inch, 15-inch., 18-jnch, Zl-inch
and Z4-1nch vitrified clay wyes alld 27-inch reinforced CGtlcrete sewer
wyes, includes the coat of alllabor~ equipment and material in place.
T he cost, as estimated, for the special house service connections
includes all labor, ,lacing of concrete, materials and equipment,
complete in place.
The costi as estimated., for the si~gle service ri8$1:. 8 hall
include the cost of aU exca\'"ation~ backfill, labor and materials,
complete in place and ready for use.
The cost~ as estimated, for the six (6) inch house sewer services
shall include all costs for the excavating, laying of pip.. backfilling
and dispo!lal of surplus excavated material, includiag labor, equipment
and materiali complete in place and ready for use.
",:",,1-
The cost~ as estimated9 for sheeting and bracing left in place
shall include the cost of such material found to be, essential for safety
in construction and ordered left in place~ in writing. by the Engineer.
T he cost. as estimated. for the granular trenc h backfill
includes the cost of all labor ~ material and equipment to haul the
material to the site and to backfill the trenc h and dispose of excess
e](;favated material.
.'i' .
The costi as estimatedg for the granular crushed stone refill
includes the cost of all labor. material and equipment to haul the
material to th.e site and to refill the trench.
The cost. as estimated. for the Portland cement concrete driveway
removal and replacement includes the cost of all necessary equipment.
material and labor to remove and replace existing driveways conflicting
with the proposed sewer constructiono
The cost, as estimated>> for the bituminous pavement removal
and replacement shall include all costs of restoring bituminous street
and driveway pavements damaged during construction~ including labor>>
material and equipment.
The cost>> as estimated9 for th.e stone driveway removal and
replacement shall include all costs of restoring bituminous driveway
pavements damaged during construction. including labor. matedal
and equipment.
The cost. as estimated. for the pavement replacement. entire.
shall include all costs to restore bituminous street pavements damaged
by the conlitill:uction of sewers and house service~ including laborj
material and equipment.
The costp as estimated>> for calllt iron pipe and fittings to be
relQoated shall include the cost of material necessary to make reloca-
tions of existing water mains conflicting with the proposed sanitary
sewer construction, togetner with all equipment and labor to perform
said relocations.
-~-al-
The cost>> as estimated, for water service pipes to be relaid
or adjusted shall include all necessary material~ labor and
equipment.
The cost~ as estimated" for the special reinforced concrete
cradle on vitrified clay pipe includes the cost of /ill excavation, th,e
pouring of the concretecradle~ including ",,11 labor and'ma.terialg
complete in place and ready for use.
. ,
'-':'ft-
T hat the estirnate of the total cost of said impro\ elnents nladc
by thf> President ofthi~ Board if> $113,978.02, which estimate is as
I allow 5
2,059 lineal fpet
2, 368 lin~al feet
813 lineal teet
210 lineal feet
662 lineal fe~t
73 lineal fet't
1,-100 lincal feet
28 each
28 ea( h
233 ve .ti,- al fto
35 each
17 each
Z each
2 eae h
6 eae h
8 eae h
Ii" Standard Strength Vltnfied
Clay Pipe Sf'wer
<s $;.J 00 per lineal foot
$ 10,295.00
15" Standard Streneth Vitrified
Clay Pipe Sewer
~~. $6, 50 per lineal foot
15,392.00
18" Standard Strength Vitnhed
Clay PJpe Sewer
l,.> $ 7. 50 pe r lineal foot
6,097.50
ll" Standard Strength Vltrified
Clay Pipe Sewer
~ $8050 per lineal foot
1,785.00
l4" Standard Strength Vitrified
Clay Pipe Sewe r
@ $10.00 per lineal foot
6,620.00
10" H einforced Cone rete Pipe St-'we r
~. $4.00 per lineal ioot 292.00
27" Keinforced Cone rete Pipe S~ wer
~. $13000 per lineal foot 18,200.00
Cone rete Manhole Bases
i& $48,00 each 1,344.00
Cast Irun Manhole frames andCovers
@ $75.00 6lH:h 2,100.00
Cire ula r Manhole Sidewalls
@ $28075 each 6,698.75
ll" )( 6" Vitrified Clay Wyes
@ $6.00 each 19!::i.OO
I 5" x 6" Vi t r i fi e d C la y Vv ye 6
0; $7.50 each 127.50
Us" X 6" Vitrified Clay Wye'J
\.-.: $9.00eaeh 18000
ll" X 6" Vitrifif>d Clay Wyes
((1 $ 10. ~ 0 e.a c h 21. 00
2.4" x 6" Vit.rified Clay Wyes
~., $ll,OO each 72.00
tI" X b" H~lnforced Concrete Wyes
(s $ l.L 50 eac h W8 00
- 10-
1.:: each
Spec ial House ~e I' VlC e C onnectlt.u
0, $ 50 00 ear h
I::' eae h
Single Servi.:e hisers
_ $.FI OU each
3, 078 lin~.al teet
6" j!ouse 5e.....("1' Sel'vi'.es
~I $3 00 per lllle<.11 foot
) OOu r t Board
Mt'3.3l1re
YH'f'ting aud Rrac.lnj.( Lpft In
Place
~ $ 300.00 PI" r thousand teet
boa rd 111eaS l! re
2,122 Cd blC ya rds
Trench Bac,.\tf1l1 Granl<lar
,~, $4 lO per cubi.. yard
1 7 5 c u hie: ya r d s
Granular Crushed Stone Refill
Ie $4. lO pf'r curn,: yard
158 square yards Portlanej Cement Concrete Dnveway
H/;'010I,Hl and .Replacement
(;: $ (-I. UO per s'1uare yard.
72 sy uare ya rcis B Itunnnous D 1'1 vewa y Pa vement
.\erl1oval and j.eplacel1lf'nt
~. $ i. 50 per "yuarf~ yard
li5 5ql.Are yard" Stone Driveway lZepla\.cnH'TJt.
0: $1. 2.5 per square yard
2,062 sqllare yardg Pa...elnent .l(epla( ement, Entire
\.S $2.000
.'.OJ pouno5
Cast Iron Pipe & F ittlOgS to be
Relocated, Adju'ited ur Helaid
(~ $0 50 per pound
100 llnl'.'al feet
Water' Service PIpes to be i{e1aid or
Adjusted
~ $30 00 per lineal foot
30 cubiC yards
Spel lal Keinforced Cone rete Cradle
on Vitrified Clay Pipe Se.vel'
~, $30,00 per cubic yard
l:.ngi nee nng " In" pect lun
Total Labor & Matenals
Cost of making, Ie vy} n8 a nG collecting the
As se ss me nt, and all 1a w fLll c >.;pens e atte nti -
ing the sarne, as provided by law, not to
eXI eed six (0) per cent
Total E~timated Cost of Improvement
- 11 -
$
600.00
4 5 0 . 1\ i)
9,234.00
7~O.OO
8,912.40
7)')000
1,422.00
252.00
28 J 25
4,124.00
100.00
300.00
900.00
9,739.94
$107,139.34
6,838.68
$113,978.02
,. ..t'r
I hereby certify that. in my opinion. the above estimate does
not exceed the probable cost of the said improvement and all lawful
cost attendi ng the same as provided by law.
President. Board of Local Improvements
Village of Mount Prospect, Cook County,
Illinois.
-12 -