IN-3

IN-1

STM MH-1

IN-4

IN-2

OVERFLOW STR

15" S

TM

P

IP

E

1

5

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T

M

P

IP

E

1

2

"

S

T

M

P

I

P

E

12" S

TM

P

IP

E

578

5

7

6

574

5

7

6

5

7

6

12" STM PIPE

MH-3

MH-2

8" PVC

8" S

AN

P

IP

E

MH-1

5

7

4

5

7

6

5

7

8

5

7

8

5

7

8

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

WW

WW

WW

WW

WW

W

5

7

65

7

8

5

7

8

578

5

7

6

5

7

8

5

7

8

5

7

8

5

7

6

1

5

"

R

C

P

STM MH-2

N3

4°2

1'4

9"W

2

47

.2

6'(M

&R

)

N

6

1

°

2

2

'

4

5

"

W

1

8

9

.

9

9

'

(

M

&

R

)

N

3

5

°

5

0

'1

8

"

E

2

5

1

.

8

0

'(

M

&

R

)

N49°23'3

1"E

117.3

0'(M

&R

)

N

6

9

°

1

7

'5

3

"E

1

4

6

.2

0

'(M

&

R

)

N61°48'2

9"E

172.0

7'(M

&R

)

S29°50'21"E

48.68'(M

&R

)

S

3

1

°

3

3

'0

3

"

W

2

7

3

.

9

6

'(

M

&

R

)

S

1

4

°

2

4

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9

"

E

8

8

.

9

2

'(

M

&

R

)

S28°12'44"E

172.33'(M

&R

)

N55°38'11"E 124.28'

N55°38'11"E 88.50'

L

1

L

2

L

3

S

5

6

°

0

5

'1

1

"

E

9

0

.

3

6

'

S

4

5

°3

6

'5

0

"E

1

3

1

.9

5

'

N34°21'49"W

S34°21'49"E

33.28'

69.76'

4

3

.

3

2

'

6

3

.

5

7

'

46.78'

31.81'

42.41'

C

1

C

2

C3

C

4

C

5

C

6

C

7

C

8

C

9 C

1

0

C

1

1

P

R

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P

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2

0

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0

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U

T

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L

I

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Y

E

A

S

E

M

E

N

T

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

T

EX

IS

TIN

G 15.0'

UT

ILIT

Y E

AS

EM

EN

T

40' ROW

1

2

3

4

5

6

7

8

9

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

5

'

B

S

B

L

15' B

SB

L

1

5

'

B

S

B

L

1

5

'

B

S

B

L

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

2

0

°

5

1

'

3

6

"

W

1

3

5

.

7

0

'

6

5

.

8

0

'

9

4

.

3

8

'

S

8

9

°

4

4

'

4

1

"

E

1

5

0

.

4

5

'

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

4

4

°1

2

'3

5

"W

1

2

0

.0

0

'

S

0

5

°

5

1

'

3

0

"

E

1

6

1

.

7

5

'

S

6

3

°

4

6

'

3

7

"

E

1

1

4

.

1

0

'

N60°44'2

5"E

150.4

5'

PR

OP

OS

ED

15.0'

UT

ILIT

Y E

AS

EM

EN

T

11

12

13

14

15

16

17

18

19

20

8.83'

8

3

.

1

0

'

9

1

.

6

2

'

97.44'

19.93'

7

5

.1

2

'

5

6

.8

3

'

4

5

.

8

8

'

4

3

.

0

4

'

43.38'

9.30'

42.17'

C

1

2

C13

C

1

4

C

1

5

C

1

6

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

R

O

P

E

R

T

Y

L

I

N

E

S

T

O

R

M

W

A

T

E

R

D

E

T

E

N

T

IO

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

I

S

LIC

E

N

S

E

D

P

R

O

F

ESS

IO

N

A

L

E

N

G

I

N

E

E

R

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'