Preliminary Plat of R-3 Subdivision Pg2E
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PRELIMINARY PLAT
SHEET 2 OF 3
PRELIMINARY ENGINEERING PLAN FOR
LOCATION MAP
R- I -
LEGAL DESCRIPTION
Thar Sort of S*ctlon 35 and [r.<c1eam1 Section 31, lying North and South of the
Indian goundaty It.. .11 in Township 39 larch, Ron,. 11 East of the Third
principal Norman. in Curage County. Illinois. described as follows: beginning
as the Northeast carrot of Trinity "kegUnit 1, being a subdivision of pare of
tte Northeast fractional Quarter. lying North and South of the Indian Boundary
ISM in said Section 34 recorded as Doc,oent No 879-76635, in bufag* county,
it limit: theme South 0 degrees. 15 minutes 09 seconds East along the Easterly
it. of Said Trinity Lke, Unit 1. . diatom. of 211.66 fast; theme South 36
agrees 26 minutes 33 ascends East along sold Easterly Jim of Trinity "keg Unit
1, • diatoms of 72. 11 fast; thence North 89 degrees 16 minutes 51 --candle East
along told Easterly 11.- of Trinity Lkes Unit 1, a dlaom. of 155 00 feet-•
theme South 62 degrees 37 minutes 12 seconds East along said Easterly It" of
Trt.ity Lkes Unit 1. a diatoms of 150.00 feet, theme South 51 degrees 3A
mlnucos 55 tact". East along add Easterly line of Trinity Lkao Unit 1, s
dt III of 150.00 feet. chem. South 29 degrees 16 afnurea 56 seconds East -long
Said Easterly Jim of Trinity Lkes unit 1, . diatoms of 150.00 (..c; theme
South 10 "gross 1B minutes 17 seconds Gat along said Ea -1.111 Jim of Trinity
Lt.. Unit 1, a diatoms of 165.00 feet; theme South 10 6-91ees W "-to' 29
tends West along aid Easterly It. of Trinlry lakes Unit 1. • distance of
121.12 fast, theme South 30 degree. 11 minutes 56 seconds West along old
Lee
t.rly It. of Trinity "keg unit 1. . distance of 132.10 feet: theme Seattle
52 degtoos 21 minutes 10 second• East -long gold go-cerly I'm of Trinity Lkes
Unit 1, a diatoms of 13.26 root; them* South 8 "Voss 01 slnutsa 60 stands
Last along said Easterly It. of Trinity Lkes unit 1. a diatoms of 139.55 feet;
then* South 36 degrees 06 minutes 17 -Kends East along ..id Easterly I" of
Trinity Lakes Una 1, a diatom. of 83.16 feet: theme South 60 degrees 22
:(mist 16 second. Lac long ofd Easterly 11m of Trinity Lk.. Unit 1. a
1stame of 376.11 feet to a pint an the Northerly It. of Teiniry Lakes Unit
3. being a subdivision of part of the Northeast fractional Quarter and pert of
the Soutteot Quarter of fractional Section 31, and part of the Northwest Quarter
of Ssrefon 35, Township 39 larch. Range 11. East of the Third lrimtpal Meridien,
lying South of the Indian Boundary line recorded as Dec,a•nt No. RI in
Plage Ceaanty, Illinois: themo North 63 degree-- 15 liras... 27 seconds Ease
long the Northerly line of said Trinity "keg Unit 3. a diatom* of 577.21 (*•t;
chance continuing North 63 degrees 65 minutes 27 sounds Eaac, a diorama of
367.13 fast; them. South 26 "great 16 misestas 36 s«and. Ee-c, . diatom. of
226.62 flet to a point oo she Easterly Ulm of told Trinity Lkea Unit 3; theme
contiming South 26 degree.. 16 minutes 36 seconds East • diatoms of 172.76 feet;
chemo South 0 degrees 99 minutes 00 seconds East along the Easterly Ulm of sold
�'I
NOTE:
PUBLLESSITHANITHEYAND REAR 110 FEETEOF.DEPTHTSHALL
(ON EACH LOT,) AND
NOT LESS 'THAN 6 FEET ADJACENT TO SIDE LOT LINES (ON EACH
LOT.) ALSO SEE GENERAL NOTE #4•
Trinity lakes Unit 3. . diatom. of 352.86 feet re she Northerly right of war
JIM of 35th Strut; then. North 90 dog ... a 00 minutes 013 ..lands East along the
Northerly right of way it. of 35th Scree-, s distance of 591.18 feet to the
Westerly right of way Jim of F. A. Route Ill chem• North 0 d.gusa 13 minutes
38 seconds West along the Westerly right of way It" of F.A. Route 102 • diatoms
of 600.30 feet to a point of curvature; theme Northerly along sold Westerly
right of way tiro of LA. Route 102 being . curve to the left Of the last
described curwo and hawing • radios of SICI feet, a diatoms of 1193.67 feet
to • point of 4ngemy; theme North 22 degrees 21 minutes 29 ucerds West along
said Westerly right of way lino of F.A. Routs 102 and being tangent to the last
destrtbed carve. . diatoms of 201.05 fear- stem. North 30 degrees, 21 minute.
59 accords West along said Westerly right of way It. of F.A. Route 102. .
diatoms of 260.00 feet to . "Inc of curvature; theme NertAwstwrly slang Said
Westerly right of way 11m of F.A. Route 102 being • curve to the left of the
last described course extended and havinga radius of 645.97 fast, . diatoms of
609.56 feat to a print of tangemy; theme South 77 degree. 25 minutes O6 seconds
West .long said Westerly right of way It. of VA. Nett. 102 being tangent co the
last described curve, • diatoms of M,06 feet to a pint of cuwacure: theme
Northwesterly along said Westerly right of way line of F.A. Rout* 102 being a
cure. to the right of the last described course ..tended and having • radius of
110.00 fear. a distance of 193.26 feet to •point of tengemy; theme North Ol
degrees 55 minutes 17 at.". Year .long aid Westerly right of way Ulm of F.A.
Neuse 102• being tangent to she lost desorfad course attended, a dtatame of
TO -00 fest to a pothc on the Southerly right of way Jiro of Omk Break Road as
ahr,nn on the strip up of said F.A. Route 10I: theme North IS "areas 01 mimtet
13 ..coed. Wast .tong said Southerly right of way it. of Mk Brook Road as hewn
an the .trip mop of F.A. Route 102, o diatom* of 82.00 -feet, theme Werth 16
degrees 06 minute. 13 . <.nd. War .long aid Southerly right of way It. of Oak
Brook Read as .hewn one the stn -o map of F.A. Beate 102. . diatoms of 20].00
feeq theme South 88 degrees 61 •lento 13 u<ondt West long said Southerly
right of way ISM of Oak Brook Read as shown on the scrip map of F.A. Rouse 102,
a distance of 600.00 feet; theca North 80 degrees 37 minuses 11 acrnds West
•lona said Southerly right of way Ulm of tat Brook Read .. shown on the scrl,
rp of F.A. Route 102, a diatoms of 101 91 feet to a Solnt an the Southerly
right of we, It. of Oak Brook Road prewlovely dedicated .nd regarded or Dmu..nt
la. 631572, in S,ujI Oounty. Illinois, chemo South N degree. OI minutes L
...ends Wast long aid Sou ly right of way It. Of Oat Beek Rood prevl.uly
dedlcared. a distance of 316.15 feet to the point of aglegal
LEGEND
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213=2~I
TYPICAL STREET CROSS SECTION
a,
20ll IAI)
GENERAL NOTES
1. ALL MAIN LINE SANITARY SEWER SHALL BE PVC PIPE, UNLESS
OTHERWISE NOTED.
2. ALL MAIN LINE STORM SEWERS SHALL BE REINFORCED CONCRETE PIPE,
SIZE TO BE DETERMINED AT THE TIME OF FINAL ENGINEERING.
3. ALL WATER MAIN TO BE DUCTILE IRON (CLASS 52).
4. APPROPRIATE EASEMENTS FOR ALL UTILITIES & STORM WATER
DETENTION FACILITIES WILL BE PROVIDED AT THE TIME OF FINAL
ENGINEERING AND SHALL BE REFLECTED ON THE FINAL PLAT OF
SUBDIVISION.
5. THE ENGINEERING DATA SHOWN HEREON IS PRELIMINARY IN NATURE AND
IS SUBJECT TO MODIFICATION, AT THE TIME OF FINAL ENGINEERING
DESIGN.
6. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND ARE TO BE
VERIFIED PRIOR TO FINAL ENGINEERING AND SHOULD BE VERIFIED BY
CONTRACTOR PRIOR TO CONSTRUCTION.
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EXISTING
PROPOSED
SANITARY MANHOLE
b�TEA/f7'iOA�
j�
STORM MANHOLE
»
CATCH BASIN
OR M H. W/ OPEN GRATE
O
INLET
O
VALVE VAULT
0
A
FIRE HYDRANT
A
~
STREET LIGHT
`-)a
SANITARY SEWER
--0--^
STORM SEWER
WATERMAIN
PROPOSED WETLANDS
�Wm
EXISTING UTILITY TO BE ABANDONED
100 YEAR STORM OVERFLOW ROUTE
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16a' &',?/✓ATE
yrL/r1Z 1rY E"ASE.
213=2~I
TYPICAL STREET CROSS SECTION
a,
20ll IAI)
GENERAL NOTES
1. ALL MAIN LINE SANITARY SEWER SHALL BE PVC PIPE, UNLESS
OTHERWISE NOTED.
2. ALL MAIN LINE STORM SEWERS SHALL BE REINFORCED CONCRETE PIPE,
SIZE TO BE DETERMINED AT THE TIME OF FINAL ENGINEERING.
3. ALL WATER MAIN TO BE DUCTILE IRON (CLASS 52).
4. APPROPRIATE EASEMENTS FOR ALL UTILITIES & STORM WATER
DETENTION FACILITIES WILL BE PROVIDED AT THE TIME OF FINAL
ENGINEERING AND SHALL BE REFLECTED ON THE FINAL PLAT OF
SUBDIVISION.
5. THE ENGINEERING DATA SHOWN HEREON IS PRELIMINARY IN NATURE AND
IS SUBJECT TO MODIFICATION, AT THE TIME OF FINAL ENGINEERING
DESIGN.
6. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND ARE TO BE
VERIFIED PRIOR TO FINAL ENGINEERING AND SHOULD BE VERIFIED BY
CONTRACTOR PRIOR TO CONSTRUCTION.
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t, �L
COWHEY GUDMUNDSON LEDER, LTD.
CONSULTING ENGINEERS
300 PARK BOULEVARD SUITE 295
ITASCA.IL 60143 708-250-9595
MIDWEST TECHNICAL CONSULTANTS, INC.
LANDSURVEYORS
1832 CENTRE POINT DRIVE SUITE 106
NAPERVILLE.IL 60563 708-505-0101
THE GLYMAN DESIGN GROUP. INC.
LAND PLANNERS/ LANDSCAPE DESIGNERS
1603 HANGING CLIFF DRIVE
DALLAS. TX 75224 214-330-8203
SHANNON ASSOCIATES, LTD.
CONTRACT PURCHASERS/ DEVELOPERS
1801 OAK BROOK ROAD
OAK BROOK, IL 60521 708-655-0960
0 25 50 100 150 250 400
REV. 14 MAY 1992
15 APRIL 1992
3501.00
NORTH