unofficial website copygssdocs.deldot.delaware.gov/bids/t201407101 - plans.pdf573962.2947 573976....
Post on 21-Apr-2021
2 Views
Preview:
TRANSCRIPT
07/12/2017 07/06/2017 07/19/2017 07/31/2017 08/01/2017
07/18/2017
07/19/2017
07/19/2017
Unofficial Website Copy
Unofficial Website Copy
Unofficial Website Copy
r----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
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
Unofficial Website Copy
Unofficial Website Copy
Unofficial Website Copy
Unofficial Website Copy
Unofficial Website Copy
Unofficial Website Copy
Unofficial Website Copy
Unofficial Website Copy
Unofficial Website Copy
Unofficial Website Copy
Unofficial Website Copy
Unofficial Website Copy
r----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
C 0, u
N 0
0
Q_ u
/ '" C 0
Q_ / u 0
0
Q_
2
u QJ
Q_
0, C
C
_J
QJ
Q_
Q_
m n N
'
0 � " 0
sq-
0 N f---
/ QJ
0, u L m
/ _J
f---
• u 5w z /
>-
I -I
I
I
I
I
I
I
I
I
I
I
I
-- - - -
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I 6
10+00 N 4• j7,-47. 0440''£
-
- - - - - - - - - - - - - �- --'• - -- --- ---
EX. R/W -- --- --- --- --
DELAWARE
DEPARTMENT OF TRANSPORTATION
\.---
15+oo N - 40
53r/0�7367" E ;c-1 1u::.c, .
JJ+oo
\
I
I
I
I
I
I
I
I
HOTMIX /6+00
72+00
::-:-: . CC}R�· '.:.!1.T[D 1\L.Ur,,1 \j \/ c)!P[
I
ADDENDUMS / REVISIONS
96001
I
08.:_0fiD..00�016 PATR1C1A H. FIELD,'TR.USTEE /, DR 2242-254 .__
/
/
I
/
' ' /
"--------'
0 SCALE
30 60
FEET
\
/
I
I
I
RECOMMENDED AS TO ENGINEERING NEED
08-060.00-01.3 I CHRISTOPHER VITALO INSTR 20010.3.30-0021941
MF 7917
\ .. 112\
I I. ,
I
I
: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
L \
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
Unofficial Website Copy
Unofficial Website Copy
Unofficial Website Copy
top related