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lJ:4 TUM REFERENCE:H ORIZONTAL - THIS PR OJECT IS REFERENCED TO THE DELAWAR E STATE PLANE COORDINATE SYSTEM (NAO 83/91).

CURVE INFORMATION (J)

Element: Circular Curve #7 PC ( 5007 JPI ( 5002 J

cc ( )

PT ( 5003 ) Rad! us:

De I ta: Degree of Curvature(ArcJ:

Length: Tangent:

Chord: Ml ddl e Ord! nat e:

STATION NORTHING

7 7+65. 94 676875. 7678 13+60.55 677009.2270

676942. 5252 75+53. 47 617207. 5606

7 700. 00 73"03'39.3002ll Left

3• 22' 7 3. 2239ll

387.53 7 94. 6 7 386.69

7 7. 03

EAST ING VERTICAL - THIS PROJECT IS R EFERENCED TO NAVO 88.

573962.2947 573976. 8738 572267. 0719 573947. 2209

CURVE INFORMATION CTJ

External: 7 1. 7 0

Tangent DI reef I on: N 4°

7 7' 4 7. 0440ll

Radial DI reef I on: S 85°

42' 7 2. 9560"

Chord Direction: N 2°

14' 02. 6062"

Rad! al DI reef I on: N 87°

74' 07. 7437"

E

E

w

E

STATION

Element: Circular Curve "2 PC (6001) 15+73.93A Pl (6002) 17+56.84A cc ( )

PT (6003) 19+38.23A

1637.02

NORTHING

616823.6890 617005.9256 616963.1287 617187.1069

EASTING

573955.4205 573970.9998 572324.3490 573945.9752

z ('.) 0

0

> I / en z <C _J Q /

0

C'-0 'i-0 N f­/ w ('.) 0

11:'. rn /

Tangent DI rect ion: N 8°

45' 52. 2563ll

w

I sooo

I 5000 I

CONSTRUCTION ALIGNMENT CONTROL

POINT STATION OFFSET NORTHING EASTING 5000 1 O+ 00. 00 0 616649. 69 7 5 5 7 3949. 8629 5004 15+88.87 0 617236.5488 573941.8266

RIGHT-OF-WAY ALIG��MENT CONTROL

POINT STATION OFFSET NORTHING EAST ING

6000 14+00. 00 0 616650, 3870 573940. 6050

6002 1 7+56. 84 0 617005. 9256 573970. 9998

6004 /9+87. 73 0 617236. 1441 573939. 2022

2

( D 15 <(

<:S 0 0 c:, 0 0 +

� ;!0 Q

14+ 0 A

I>

TP "11

RIW BASELINE

10+00 15+6o A CONSTRUCTION BASEL!NE+'OO

I> TP "10

I 5001 I

I>

TP " 104

I>

TP ' 102

2

1 <(

� ") CJ;

� "1

,t + - en

!Q

I> 6001 I

P "12

N 4' 53' 10.7367" r !6+110 A

I>

TP "13

RED MILL ROAD (N352)

,---,;,,� -• .i.-,

2

u -1

iii + Gl Co N GO

""

I 6003

h� " �· C.1' 50,075

15+LJ0

12+00

N 4• J 7' 47. 0440ll E+O"

63" W

,, . K 8" ,

5

·

52, 25

I>

TP ' 703

I>

TP ' 101

I>

I 6002 I TP "i I 5002 I

TP '107

2

I>

TP "7

2

( )6

� [T1

1 � U) +

"U u Co..... +

U\ � '._j

+ Gl "'� s,. ..."

Degree

I 6004

�

Radius: Delta:

of C urv a tur e (Arc): Length:

Tangent: Chord:

Middle Ordinate: External:

Tangent Direction: N Radial Direction: S

Chord Direction: N Radial Direction: N

Tangent Direction: N

12 ° 45'00.8133" Left 3 ° 30'00.0098"

364.29 18 2. 90 363.54 10. 1210. 19

4 ° 53'10. 7367" E 85 ° 06'49.2633" E

1 ° 29'19.6700" w

82 ° 08'09.9233" E 7 ° 51'50.0767" w

I 5004 I

5003 I

HORIZONTAL/ VERTICAL CONTROL DATA

POINT STATION OFFSET NORTHING EAST ING

TP #7 18+54. 67 36. 62 617107. 2323 573991. 7697

TP #8 17+47. 21 38. 32 616997. 5823 573999. 3406

TP #9 16+08.23 37. 22 676855. 4994 573995. 7282

TP #10 14+97. 75 35.56 676744. 7487 573984.3602

TP # 7 1 14+50. 30 -20. 95 616702. 2912 573924. 0115

TP #12 15+82.26 - 18. 92 676833.5060 573937. 2516

TP #73 16. 94. 42 -20.24 6 7 6944. 246 7 5 7 394 1. 0 7 82

TP #100 17+59. 80 117. 25 617012.6904 574077. 9171

TP #701 16+55. 67 195. 05 616898.3787 574155. 2744

TP #102 15+66. 65 246.00 616795. 4732 574199. 9032

TP #703 15+88. 42 7 33. 7 7 676827. 9667 574089. 3102

TP #104 15+40. 94 67. 09 676785. 0972 574019.4563

TP #f07 16+94. 24 58.96 616943. 1323 574020. 2137

ELEVATION

49. 35

46.86

46.27

47. 53

48. 95

45. 67

45.08

45.52

35.62

33. 80

36. 67

46. 18

40.32

;;:;.----------------------.--------------:;::�-;;:::-::-:;::--;-:�::;::';';::-:;::"-------------,r--------------.--------------------.------r----,--------r----------------r----1 ::; ADDENDUMS / REVISIONS CONTRACT SHEET NO.

4 BRIDGE NO, 1-239

t;; •:

DELAWARE "", BR 1-239 ON N352 RED MILL "°"°''o' 0 �, 0 40 80 120 ROAD OVER TRIBUTARY TO

HORIZONTAL AND

� I DEPARTMENT OF TRANSPORTATION �1111111111111111 """""""""""""'l ,_ __ CO-UN-TY---1 DESIGNED BY: GML

VERTICAL CONTROL TOTAL SHTS,

� FEET WHITE CLA V CREEK NEW CASTLE CHECKED BY: CAS 18 >- _______________________ ..__ _______________ ...._ ______________ ___..__ ____________ ....1... ___________________ __,_ _____ ...1.. ___________ ,L_ _____________ ...1.. ___ ..J

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ADDENDUMS / REVISIONS

96001

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08.:_0fiD..00�016 PATR1C1A H. FIELD,'TR.USTEE /, DR 2242-254 .__

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0 SCALE

30 60

FEET

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RECOMMENDED AS TO ENGINEERING NEED

08-060.00-01.3 I CHRISTOPHER VITALO INSTR 20010.3.30-0021941

MF 7917

\ .. 112\

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:INSTR I

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6 FT. WIDE UTILITY

EASEMENT PERM. EAS. ST ATE

OF DELAWARE 20020418 0036731

6 FT. TOWN HOME PROPERTIES EASEMENT

• 15+00

MANAGER, TEAM SUPPORT

PROGRAM MANAGER, TEAM SUPPORT

TECHNICAL REVIEWER, TEAM SUPPORT

EX. NCC SEWER R/W

08-060.10-148GEORGE H. ARTHUR JR. RICHARD C. ARTHUR SM

INSTR 20111104-006700.3 MF 816, 994

7° 51' 50.07 67"

N 6J"W }gg45' 52.25

I

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C.M,

08-060.10-165VICTOR M. RESTREPO-RUBIO

INSTR 20061106-0105026

NOT£: PARCELS 0806010238- 0806010247 HAVE TH£ FOLLOWING EXISTING £AS£M£NTS AND RIGHTS OF WAY:

A 20' WIDE SANITARY S£W£R AND STORMWAT£R £AS£M£NT WITHIN R/W AND 10' WIDE £AS£M£NT IN PR!VAT£L Y PAVED

AREAS t10' AND 5' FROM C. L. OF PIP£ R£SP£CTIV£L Y>. DP&L £AS£M£NT 10' FROM C. L. EACH SID£ OF UTILITY, DST BLANKET £AS£M£NT.

ROLLINS CABLE BLANKET £AS£M£NT.

CONTRACT

90 BR 1-239 ON N352 RED MILL

ROAD OVER TRIBUTARY TO

WHITE CLA V CREEK

BRIDGE NO. 1-239T201407101

0----------1 DESIGNED BY: GML & JWK COUNTY

NEW CASTLE CHECKED BY: CAS

RIGHT-OF-WAY PLAN

SHEET 1 OF 3

DATE

DATE

DATE

SHEET NO.

16

TOTAL SHTS.

18

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