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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
I
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
\
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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