quarter additionlot 2 quarter addition
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IN-3
IN-1
STM MH-1
IN-4
IN-2
OVERFLOW STR
15" S
TM
P
IP
E
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5
" S
T
M
P
IP
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2
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I
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12" S
TM
P
IP
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578
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574
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12" STM PIPE
MH-3
MH-2
8" PVC
8" S
AN
P
IP
E
MH-1
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"
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STM MH-2
N3
4°2
1'4
9"W
2
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.2
6'(M
&R
)
N
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N49°23'3
1"E
117.3
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N
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9
°
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7
'5
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1
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.2
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'(M
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N61°48'2
9"E
172.0
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S29°50'21"E
48.68'(M
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S28°12'44"E
172.33'(M
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N55°38'11"E 124.28'
N55°38'11"E 88.50'
L
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N34°21'49"W
S34°21'49"E
33.28'
69.76'
4
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6
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7
'
46.78'
31.81'
42.41'
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EXISTING 15.0'
UTILITY EASEMENT
E
X
IS
T
IN
G
1
5
.0
'
U
T
IL
IT
Y
E
A
S
E
M
E
N
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EX
IS
TIN
G 15.0'
UT
ILIT
Y E
AS
EM
EN
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40' ROW
1
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10
LO
T 1
QUARTER ADDITION
LO
T 1
QUARTER ADDITION
LO
T 2
QUARTER ADDITION
OU
TL
OT
A
QUARTER ADDITION
B
E
A
C
O
N
H
A
R
B
O
R
P
K
W
Y
80' P
U
BLIC
R
IG
H
T O
F W
AY
KIN
SLE
Y C
OU
RT
POB
SW COR LOT 2 OF
QUARTER SUBDIVISION
PR
OP
OS
ED
20.0
'
UT
ILIT
Y E
AS
EM
EN
T
1
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'
B
S
B
L
15' B
SB
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'
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1
5
'
B
S
B
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15' B
SB
L
20' B
SB
L
20' B
SB
L
OUTLOT A
34,967 SF
0.80 ACRES
S55°38'11"W 122.51'
S55°38'11"W 131.60'
S55°08'30"W 111.00'
S32°20'23"E
125.05'
S
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°
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"
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'
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'
PROPOSED 15.0'
UTILITY
EASEMENT
PROPOSED 15.0'
UTILITY
EASEMENT
N55°38'11"E 124.28'
S55°38'11"W 117.97'
S55°38'11"W 127.06'
S55°38'11"W 145.22'
S
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°1
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N60°44'2
5"E
150.4
5'
PR
OP
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15.0'
UT
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AS
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97.44'
19.93'
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'
43.38'
9.30'
42.17'
C
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C13
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18,657 SF
42.17'
42.17'
42.17'
42.17'
42.17'
42.17'
42.17'
42.17'
42.17'
42.17'
42.41'
42.41'
OUTLOT B
n
0' 15' 30' 60'
Scale: 1" = 30'
B & L DEVELOPMENT AT THE
QUARTER, LLC.
309-314-4142
ISSUED
FOR CITY
REVIEW
2550 middle road, ste. 602
bettendorf, ia 52722
www.rtmec.com
date
revision
no.
REV.
jmcd project no.
drawn by:
checked by:
date:
designed by:
DETAILED
SITE
PLAN
C-X
TH
E Q
UA
RT
ER
S
UB
DIV
IS
IO
N
Ea
st M
olin
e, Illin
ois
PH
AS
E 1
B
RA
D B
AG
BY
A
ND
L
AR
RY
A
ND
ER
SO
N
06.21.2021
baj
lae
21.BAG.C01
nhm
P
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Y
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A
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N
BETTENDORF, IA
SITE LOCATION MAP
PROJECT
LOCATIONSANITARY SEWER
SANITARY SEWER MH
STORM SEWER
STORM SEWER MH
INLET
FLAG POLE
ELEVATION CONTOUR
WATER MAIN
P.C. CONCRETE PVMT.
P.C CONCRETE WALK
PROPOSED BUILDING
BOUNDARY LINE
NEW LOT LINE
ZONING SETBACK LINE
EASEMENT LINE
LEGEND
PROPOSED EXISTING
590
SAN
W
GENERAL NOTES
1. ALL IMPROVEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH ALL CURRENT CODES AND
ORDINANCES OF THE CITY OF EAST MOLINE, ILLINOIS.
2. THIS SITE IS SERVED BY CITY OF EAST MOLINE (SANITARY SEWER AND WATER) AND MID AMERICAN
ENERGY CO. (GAS AND ELECTRIC).
3. ALL EXISTING UTILITIES SHOWN WERE LOCATED PARTIALLY IN THE FIELD AND PARTIALLY FROM REVIEW
OF EXISTING PUBLIC RECORDS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD LOCATE ALL
EXISTING UNDERGROUND LINES PRIOR TO BEGINNING ANY CONSTRUCTION IN THE AREA. ANY DAMAGE
DONE TO UTILITIES DUE TO CONSTRUCTION WILL BE REPAIRED AT THE CONTRACTOR'S OWN EXPENSE.
4. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMAL PARTS THEREOF. ALL PAVEMENT DIMENSIONS ARE
TO BACK OF CURB OR EDGE OF SLAB. ALL ELEVATIONS ARE TO TOP OF PAVEMENT UNLESS OTHERWISE
NOTED.
5. ALL SIDEWALKS ARE TO BE PORTLAND CEMENT CONCRETE AND SHALL BE HANDICAP ACCESSIBLE.
OWNER | DEVELOPER
SITE DATA
ZONING: PUD
SETBACKS REQUIRED: PUD
DISTANCE FROM PUBLIC ROW 25'
DISTANCE BETWEEN BUILDING AND 15'
ADJOINING PROPERTY LINE
DISTANCE BETWEEN BUILDINGS 120'
FACE TO FACE
DISTANCE BETWEEN BUILDINGS FACE 80'
TO REAR OR FACE TO SIDE
DISTANCE BETWEEN BUILDINGS 30'
DISTANCE BETWEEN BUILDINGS 50'
REAR TO REAR
20.04'
20.25'
15'
27'
40'
80'
18
'1
8'
ZO
NE
: P
UD
ZO
NE
: P
UD
ZO
NE
: P
UD
DESIGNER | ENGINEER
RTM ENGINEERING CONSULTANTS
5137 UTICA RIDGE RD.
DAVENPORT, IA 52807
563-726-6310
R
4
8
'
R
5
0
'
R
5
'
DUPLEX (UNITS - TYP.)
15'
15'
15'
15'
15'
1
6
.
5
5
'
1
6
.
3
4
'
66'
54.33'
19'
15.74'
1
6
.
4
2
'
1
4
.
9
6
'
15.29'
15.02'
15'
15'
1
5
.9
1
'
15'
I hereby certify that this engineering document was prepared
by me or under my direct personal supervision and that I am a
duly licensed Professional Engineer under the laws of the State
of Illinois.
__________________________________ ____________
Signature Date
Naghme H. Motto, P.E.
IL Registration No. 062-066490
My license renewal date is November 30, 2021
Pages or sheets covered by this seal:
I
L
L
IN
O
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LIC
E
N
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P
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ESS
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NAGHME H.
MOTTO
062-066490
13'-6"13'-6" 6'-6"6'-6"
SUBGRADE PREPARATION
CRUSHED ROCK STABILIZATION
AND GEOTEXTILE, IF NEEDED
(SEE NOTE 1)
SUBBASE GRANULAR MATERIAL, TYPE B, 6"
CA-6 OR APPROVED EQUAL
COMPACTED TO 95% STD PROCTOR DENSITY
2.0%
2.0%
VA
RIE
SV
AR
IES
IN CUT SECTIONS
IN FILL SECTIONS
VARIES
1
6" PCC
PAVEMENT
1
6" INTERGRAL CURB
CITY STANDARD
C
L
27'
TYPICAL SECTION
SUBDIVISION STREETS
N.T.S.
VARIES
40' R.O.W.
PROFILE GRADE
8'8'
TYPE E JOINT
6"
24"
12"
LINE TRENCH WITH
GEOTECHNICAL FABRIC.
LAP A MIN. OF INCHES
4" FLEXIBLE PERFORATED
POLYETHYLENE SUBDRAIN
POROUS BACKFILL (IL DOT
FA-1, FA-2, FA-20 OR CA-18)
TRAVERSE JOINTS SHALL BE
TYPE C WITH 15" SPACING
PROPOSED PRIVATE STORM SEWER (TYP.)
B
E
R
M
6,119 SF
5,240 SF
5,240 SF
5,240 SF
5,240 SF
6,145 SF
6,207 SF
11,355 SF
7,292 SF
6,722 SF
7,970 SF
9,458 SF
5,937 SF
5,478 SF
6,004 SF
5,850 SF
5,453 SF
5,262 SF
5,070 SF
5,004 SF
CURVE TABLE
CURVE
C4
C6
C5
C7
C9
C8
C10
C11
C1
C2
C3
LENGTH
37.67'
35.66'
19.27'
25.19'
26.59'
28.02'
25.19'
25.70'
283.75'
129.74'
113.53'
RADIUS
43.50'
54.50'
54.50'
54.50'
54.50'
54.50'
54.50'
54.50'
640.00'
640.00'
640.00'
DELTA
049°36'44"
037°29'05"
020°15'35"
026°29'12"
027°56'59"
029°27'18"
026°28'53"
027°01'18"
025°24'08"
011°36'54"
010°09'48"
CHORD
BEARING
N59°10'11"W
N44°58'25"W
N73°50'45"W
N12°59'16"W
N43°41'08"E
N14°58'59"E
N70°54'03"E
S82°20'51"E
S46°10'14"W
N39°16'37"E
N53°47'23"E
CHORD
LENGTH
36.50'
35.02'
19.17'
24.97'
26.32'
27.71'
24.97'
25.47'
281.43'
129.52'
113.38'
C12 21.92' 54.50' 023°02'48" S57°18'48"E 21.77'
C13 27.44' 54.50' 028°50'38" S31°22'06"E 27.15'
C14 30.62' 54.50' 032°11'41" S00°50'56"E 30.22'
C15 27.21' 43.50' 035°50'35" S02°40'23"E 26.77'
C16 10.45' 43.50' 013°46'09" S27°28'44"E 10.43'
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