Site Preparation Plan1
2.
3.
4.
Rm
16'
ATTACH FILTER FABRIC
TO ARE FENCING AND
• EXTEND IT INTO THE
TRENCH
SILT FENCE DETAILS
NOT TO SCALE
BACKFILL TRENCH
AND COMPACT THE
• EXCAVATED SIL
LEGEND
SET PDST & EXCAVATE
CATCH BASIN
STAPLE ARE NEAT
STORM MANHOLE
0
SANITARY MANHOLE
A 4'X TRENCH UPS -OPE
B -BOX
FENCING TO EACH
WATER VALVE VAULT
0
F.E.S.
• ALONG THE LINE OF THE I
FIRE HYDRANT
•POST. TMTH Y
INLET
D
YARD LAMP
POSTS.
GRASS AND PLANT AREA
LONG I MIRES OR
,
F�
INDICATES PROPERTYLINE
I
INDICATES PUBLIC UTILITY EASEMENT
1' LONG NOG RINGS
POST
--
36'
ARE FR1GNc�
SANITARY SEWER
0
16'
ATTACH FILTER FABRIC
TO ARE FENCING AND
• EXTEND IT INTO THE
TRENCH
SILT FENCE DETAILS
NOT TO SCALE
BACKFILL TRENCH
AND COMPACT THE
• EXCAVATED SIL
LEGEND
O
CATCH BASIN
@o
STORM MANHOLE
0
SANITARY MANHOLE
®
B -BOX
O
WATER VALVE VAULT
0
F.E.S.
A
FIRE HYDRANT
®
INLET
D
YARD LAMP
LOT 7 W
GRASS AND PLANT AREA
INDICATES CENTERLINE
F�
INDICATES PROPERTYLINE
P.U.
INDICATES PUBLIC UTILITY EASEMENT
D.E.
INDICATES DRAINAGE EASEMENT
--
PROPERTY LINE
-c -c
SANITARY SEWER
0
INDICATES ASPHALT SURFACE
*- -"-"-
FENCE LINE
ooc�000�
STONE WALL
GIVEN: BENCH MARK No: F-216 MUE ON HYDRANT LOCATED AT
101 COVINGTON COURT.
ELEVATIO: 739.63
GIVEN: BENCH MARK No: F-217 MUE ON HYDRANT LOCATED AT
305 ASHLEY COURT.
ELEVATIO: 737.31
NOTE: ANY AND ALL PARTIES UTILIZING THE VERTICAL DATUM LISTED
ABOVE SHALL ALWAYS CHECK INTO AT LEAST TWO (2) BENCH
MARKS TO AVOID MISTAKES DUE TO HYDRANT ADJUSTMENTS
OR TRANSPOSITIONAL ERRORS. FAILURE TO DO SO WILL BE
CONSIDERED TANTAMOUNT TO GROSS NEGLIGENCE AND SUBJECT
THE OFFENDING PARTY TO ANY DAMAGES ATTENDANT
NOTES:
FOR BUILDING LINES, EASEMENTS AND OTHER RESTRICTIONS NOT
SHOWN HEREON, REFER TO YOUR DEED, TITLE POLICY, ZONING
ORDINANCES, ETC.
COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY DIFFERENCE
AT ONCE.
reZ�]►�LI���j11���LK�P19�►11y:3�lr�]C��ilgll�]I►[c31
ALL UTILITIES SHOWN ARE BASED ON LIMITED FIELD RESEARCH AND
ARE APPROXIMATE ONLY; AND SHOULD BE VERIFIED BEFORE
CONSTRUCTION COMMENCES.
LEGAL DESCRIPTION, BOUNDARY DIMENSIONS, EASEMENTS AND BUILDING
LINES SHOWN HEREON TAKEN FROM PLAT OF SURVEY PREPARED BY
ARS SURVEYING SERVICE, LLC OF BOLINGBROOK DATED 11-18-02
SITE PREPARATION PLAN
LOT 6 IN WHITEHALL PARK, BEING A SUBDIVISION OF PART OF THE FRACTIONAL SECTION 34, LYING NORTH AND SOUTH
OF THE INDIAN BOUNDARY LINE IN TOWNSHIP 39 NORTH, RANGE 11 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING
TO THE PLAT THEREOF RECORDED MAY 30, 1964 AS DOCUMENT R84-40190, IN DUPAGE COUNTRY, ILLINOIS.
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CONSTRUCTION
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SIGN I / .'` .. ..
1 0.00 ` SPRINKLER - - -15' PRIVATE FENCE EASEMENT
N87*56'18"E` / I `
`� a l \\ ". PER DOC. No. R84-40192
N.E. CORNER \ RISERUTILIT
BRICK PILLAR \
1.28 S & 3.71 W
25.50 ,
NO2'03 42"W I i _ - �! `�*� °1o' P.U. & D.E.
' �' x x °�\\ % TRANS. BOX/
I O
I
0.04 N. 20.50
N87'56'18"E
11.78
R=7.50
S.E. CORNER OF
BRICK PILLAR IS
SPFIRLT 54.0 FATN
-- --739----\ S.E. CORNER OF
BRICK PILLAR IS S.E. CORNER OF
I 5.00 \\\\ \\\ 4.77 D 0.70BRICKE. & AR IS
0.59 N.
EDGE OF PAVEMENT
NO2'03'42"W ,
S.W. CORNER OF
BRICK PILLAR IS - - 35th STREET STREET 495 N. & 3.09
E. (ASPHALT)
5 TO' 15' 20'
U' 50.
GRAPHIC SCALE
SCALE, 1" = 20 FT.
FOUND IRON
PIPE AT 4
CORNER
ry
4
H N6`�oe �y
0 �Of I /
FOUND IRON
PIPE 0.16 W.
& 0.11 N. -
FOUND IRON
PIPE 0.27 W.
& 0.11 N.
FOUND IRON
PIPE 0.32 W.
& 0.14 N.
SET IRON -
PIPE AT
CORNER
STORM WATER CONVEYANCE
AND MAINTENENCE EASEMENT
PER DOC. No. R93-130374
4spr
Y
cotQI T SET IRON
PIPE AT
CORNER
3=125.00
�-
FOUND IRON f
�'ON
z
PIPE AT
W O I
CORNER
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w.aa � '°w_Ts
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20.97 m
Z
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YM
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EASEMENT TO o iv
32.76 I
a w
BE VACATED
3=125.00
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t.i I 40 FT BLDG LINE
10.00 �\ FOUND IRON
N87'56'18"E Z I PIPE AT 15' PRIVATE FENCE E
N CORNER I PER DOC. No. R84
o _
25.50 A -
NO2'03'42"W ^; �� 10' P.U. & D.E.
f
�8T56'18"E
54.00 FOUND IRON
11'78 PIPE AT
R=7.50 5.00 FOUND PK NAIL
20.50 NO2'03'42"W AT CORNER CORNER
N87'56'18"E 35th STREET
T DIMENSIONS
SCALE 1"=40'
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