+ All Categories
Home > Documents > AZuser - City of Fort Wayne · rhma overlay for mainline 165 #/sy qc/qa-hma, 3, 76, surface, 9.5...

AZuser - City of Fort Wayne · rhma overlay for mainline 165 #/sy qc/qa-hma, 3, 76, surface, 9.5...

Date post: 08-Sep-2018
Category:
Upload: hoangnhan
View: 215 times
Download: 0 times
Share this document with a friend
8
PROJECT LOCATION SHOWN BY S:\2013 Projects\13-359 Fort Wayne - Maplecrest Road State to Stellhorn\CAD\Title Sht.dwg ---- 10/27/2015 9:43 AM ---- AZuser
Transcript

PROJECT LOCATION SHOWN BY

S:\2

013

Pro

ject

s\13

-359

For

t Way

ne -

Map

lecr

est R

oad

Sta

te to

Ste

llhor

n\C

AD

\Titl

e S

ht.d

wg

----

10/

27/2

015

9:43

AM

----

AZu

ser

DESIGNATION

SHEET NO. DATE REVISED

KFULL DEPTH HMA PAVEMENT FOR MAINLINE

165 #/SY QC/QA-HMA, 3, 76, SURFACE 9.5 mm, ON

275 #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON

XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON

XXX #/SY QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm, ON

XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON

SUBGRADE TREATMENT TYPE __

CONCRETE SIDEWALK

F

RHMA OVERLAY FOR MAINLINE

165 #/SY QC/QA-HMA, 3, 76, SURFACE, 9.5 mm, ON

XXX #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON

XXX ASPHALT SURFACE MILLING

CONCRETE CURB AND GUTTER, MODIFIED (SEE DETAIL)

15

SODDING (NURSERY)

26

UNDERDRAIN (SEE DETAIL)

U

PCCP, PLAIN, 8" ON SUBBASE FOR PCCP

A

CONCRETE CURB

13

B

HMA FOR APPROACH ,

165 #/SY HMA SURFACE TYPE A ON

275 #/SY HMA INTERMEDIATE TYPE A ON

SUBGRADE TREATMENT TYPE III

MODULAR BLOCK RETAINING WALL (SEE DETAIL)

18

KFULL DEPTH HMA PAVEMENT FOR MAINLINE

165 #/SY QC/QA-HMA, 3, 76, SURFACE 9.5 mm, ON

275 #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON

XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON

XXX #/SY QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm, ON

XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON

SUBGRADE TREATMENT TYPE __

CONCRETE CENTER CURB TYPE "D"

23

CONCRETE SIDEWALK

F

SODDING (NURSERY)

26

UNDERDRAIN (SEE DETAIL)

U

RHMA OVERLAY FOR MAINLINE

165 #/SY QC/QA-HMA, 3, 76, SURFACE, 9.5 mm, ON

XXX #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON

XXX ASPHALT SURFACE MILLING

EC

EXISTING, CONC. CURB AND GUTTER (TO REMAIN)

CONCRETE CURB

13

CONCRETE CURB AND GUTTER, MODIFIED (SEE DETAIL)15

MODULAR BLOCK RETAINING WALL (SEE DETAIL)

18

RHMA OVERLAY FOR MAINLINE

165 #/SY QC/QA-HMA, 3, 76, SURFACE, 9.5 mm, ON

XXX #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON

XXX ASPHALT SURFACE MILLING

CONCRETE SIDEWALK

F

SODDING (NURSERY)

26

EC

EXISTING, CONC. CURB AND GUTTER (TO REMAIN)

PCCP, PLAIN, 8" ON SUBBASE FOR PCCP

A

SAW CUT, FULL DEPTH

10

CONCRETE CURB

13

B

HMA FOR APPROACH ,

165 #/SY HMA SURFACE TYPE A ON

275 #/SY HMA INTERMEDIATE TYPE A ON

SUBGRADE TREATMENT TYPE III

KFULL DEPTH HMA PAVEMENT FOR MAINLINE

165 #/SY QC/QA-HMA, 3, 76, SURFACE 9.5 mm, ON

275 #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON

XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON

XXX #/SY QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm, ON

XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON

SUBGRADE TREATMENT TYPE __

KFULL DEPTH HMA PAVEMENT FOR MAINLINE

165 #/SY QC/QA-HMA, 3, 76, SURFACE 9.5 mm, ON

275 #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON

XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON

XXX #/SY QC/QA-HMA, 5, 76, INTERMEDIATE, 19.0 mm, ON

XXX #/SY QC/QA-HMA, 3, 64, BASE 19.0 mm, ON

SUBGRADE TREATMENT TYPE __

RHMA OVERLAY FOR MAINLINE

165 #/SY QC/QA-HMA, 3, 76, SURFACE, 9.5 mm, ON

XXX #/SY QC/QA-HMA, 3, 76, INTERMEDIATE 19.0 mm, ON

XXX ASPHALT SURFACE MILLING

CONCRETE SIDEWALK

F

SODDING (NURSERY)

26

EC

EXISTING, CONC. CURB AND GUTTER (TO REMAIN)

CONCRETE CENTER CURB TYPE "D"

23

N03° 06' 34"W

2

13

4

5

6

7

8

9

10

11

12

13

14

1516 17

18

19

20

21

22

23

24

25

26

27

2829

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

60+

00

65+

00

70+

00

75+

00

80+

00

85+

00

BLACKHAWK, SECTION IX

BLACKHAWK, SECTION X

WALDEN, SECTION I

WALDEN, SECTION V

THE HOLLOWS, SECTION I

BLACKHAWK,

SECTION XI

STA:57+

00

STA:58+

00

STA:59+

00

STA:60+

00

STA:61+

00

STA:62+

00

STA:63+

00

STA:64+

00

STA:65+

00

STA:66+

00

STA:67+

00

STA:68+

00

STA:69+

00

STA:70+

00

STA:71+

00

STA:72+

00

STA:73+

00

STA:74+

00

STA:75+

00

STA:76+

00

STA:77+

00

STA:78+

00

STA:79+

00

STA:80+

00

STA:81+

00

STA:82+

00

STA:83+

00

STA:84+

00

STA:85+

00

+73.31

39.27' LT.

+23.88

38.11' LT.

+23.88

38.11' LT.

+41.52

31.64' LT. +03.51

8.43' LT.

+03.51

8.43' LT.

+03.51

8.43' LT.

L7N03° 06' 34"W

L8N03° 06' 34"W

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59 60

61

62

63

64

65

66

67

68

69

70

71 72

73

74

75

76

77

78

79

80

81

82

83

84

85

86

87

88

89

90

91

92

93

94

95

96

97 98

99

100 101

85+

00

90+

00

95+

00

100+

00

105+

00

110+

00

115+

00

BLACKHAWK, SECTION X

BLACKHAWK FARM, SECTION II MAPLEWOOD PARK, SECTION II

YARDLEY MANOR

WALDEN, SECTION IV

WALDEN, SECTION II

WALDEN, SECTION I

7

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP.

R/W

R/W

R/W

R/W

TEMP. R/W

R/W

R/W

SEC. 34, T 31 N, R 13 E

ST. JOSEPH TOWNSHIP

ALLEN COUNTY

SEC. 33, T 31 N, R 13 E

ST. JOSEPH TOWNSHIP

ALLEN COUNTY

SEC. 27, T 31 N, R 13 E

ST. JOSEPH TOWNSHIP

ALLEN COUNTY

SEC. 33, T 31 N, R 13 E

ST. JOSEPH TOWNSHIP

ALLEN COUNTY

SEC. 28, T 31 N, R 13 E

ST. JOSEPH TOWNSHIP

ALLEN COUNTY

SEC. 34, T 31 N, R 13 E

ST. JOSEPH TOWNSHIP

ALLEN COUNTY

SEC. 28, T 31 N, R 13 E

ST. JOSEPH TOWNSHIP

ALLEN COUNTY

SEC. 27, T 31 N, R 13 E

ST. JOSEPH TOWNSHIP

ALLEN COUNTY

BEGIN PROJECT

P.O.T. STA. 60+49.25 "PR-1"=

P.O.T. STA. 20+97.11 "A", 14.8' RT.

00 100' 200'

APPRO

X. SECTIO

N LIN

E

LINE "PR-1"

LINE "A"

LINE "PR-1"

LINE "A"

EQUATION:

P.O.T. STA. 97+72.56 "PR-1" =

P.O.T. STA. 58+20.37 "A"

LINE "PR-1" & "A"

NOTE: ALL RIGHT-OF-WAY DESCRIBED

FROM LINE "A"

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

TEMP. R/W

R/W

R/W R/W

R/W

R/W

R/W

R/W

R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

R/W

R/W

TEMP.

R/W

TEMP.

R/W

PROPERTY OWNER INDEX

PARCEL NUMBER

SECTION LINE

SECTION LINE

124

125

126

127

128

129

130

131

132

133

134

135

136

137

138

139

140

141

142

STA:127+

00

STA:128+

00

STA:129+

00

STA:130+

00

STA:131+

00

STA:132+

00

STA:133+

00

STA:133+

70

100101

102

103

104

105

106 107

108

109

110

111

112

113

114

115

116

117

118

119

120

121

122

123 124

125

126

127

133

135

115+

00

120+

00

125+

00

MAPLEWOOD PARK, SECTION IV

MAPLEWOOD GARDENS, SECTION I

8

SEC. 27, T 31 N, R 13 E

ST. JOSEPH TOWNSHIP

ALLEN COUNTY

SEC. 28, T 31 N, R 13 E

ST. JOSEPH TOWNSHIP

ALLEN COUNTY

SEC. 22, T 31 N, R 13 E

ST. JOSEPH TOWNSHIP

ALLEN COUNTY

SEC. 21, T 31 N, R 13 E

ST. JOSEPH TOWNSHIP

ALLEN COUNTY

BEGIN CONSTRUCTION:

STA. 11+55.30 "S-15"

END CONSTRUCTION:

STA. 26+45.00 "S-15"

00 100' 200'

R/W

R/W

R/W

R/W

R/W

R/W

R/W

R/W

TEMP.

R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEMP. R/W

TEM

P. R/W

TEM

P. R/W

TEM

P. R/W

SECTIO

N LIN

E

R/W

LINE "PR-1" & "A"

EQUATION

STA. 128+70.42 "PR-1"

P.I. STA. 89+18.23 "A"

P.I. STA. 21+00.00 "S-15"

Δ = 00° 14' 39"

LIN

E "S-15"

NOTE: ALL RIGHT-OF-WAY

DESCRIBED FROM LINE "A" & "S-15"

R/W

R/W

TEMP. R/W

R/W

R/W

TEM

P. R/W

R/W

R/W

PROPERTY OWNER

PARCEL NUMBER

TEMP. R/W

SECTION LINE


Recommended