HomeMy WebLinkAboutAutocad file V1FINISHED
GROUND
FINISHED
GROUND
FINISHED
GROUND
FINISHED
GROUND
APPROX. EXISTING
GROUND
APPROX. EXISTING
GROUND
APPROX. EXISTING
GROUND
APPROX. EXISTING
GROUND
PROPOSED
48" NMID
IRRIGATION
MAIN
S S
S S
S S
S S
S S
S S S S
S S
S S
S S
S S
S S
S S
S S
S S
S S M H A.8
S S M H A.7
S S M H A.6
S S M H A.2
S S M H
A.1
S S M H A.5
S S M H A.4
S S M H
7
S S M H B.2
S S M H
C 1
S S M H
B.1
S S M H A.3
S S M H D.2
S S M H
D.1
L = 102'
S = 0.10%
D = 10"
L = 182'
S = 0.10%
D = 10"
L = 154'
S = 0.10%
D = 10"
L = 116'
S = 0.10%
D = 10"
L = 82'
S = 0.11%
D = 10"
L = 232'
S = 0.10%
D = 10"
L = 160'
S = 0.10%
D = 10"
L = 100'
S = 0.52%
D = 8"
L = 200'
S = 0.51%
D = 8"
L = 309'
S = 2.07%
D = 8"
L = 88'
S = 3.03%
D = 8"
L = 68'
S = 0.53%
D = 8"
L = 97'
S = 0.10%
D = 10"
L = 240'
S = 2.39%
D = 8"
10 + 00
11 + 00
12 + 00
13 + 00
14 + 00
15 + 00
16 + 00
17 + 00
18 + 00
19 + 00
20+ 00
21+ 00
22+ 00
22+ 56.73
10 + 00
11 + 00
12 + 00
13 + 00
13 + 07.90
10 + 00
11 + 00
12 + 00
13 + 00
13 + 99.18
10 + 00
11 + 00
12 + 00
13 1300 + + 00.66
S S L INE A
S S LINE A
S TA=9+ 75.00 TO S TA=23+ 25.00
2525
2530
2535
2540
2545
2550
2555
2525
2530
2535
2540
2545
2550
2555
10+ 00
( )
10+ 50
( )
11+ 00
( )
2544.53
11+ 50
( )
2544.16
12+ 00
( )
2541.78
12+ 50
( )
2544.81
13+ 00
( 2547.28)
2540.30
13+ 50
( 2547.72)
2547.87
14+ 00
( 2548.10)
2552.65
14+ 50
( 2548.03)
2547.01
15+ 00
( 2547.80)
2546.33
15+ 50
( 2547.56)
2546.44
16+ 00
( 2547.30)
2552.56
16+ 50
( 2547.05)
2540.27
17+ 00
( 2546.72)
2546.62
17+ 50
( 2546.80)
2546.24
18+ 00
( 2546.95)
2546.64
18+ 50
( 2547.11)
2549.87
19+ 00
( 2547.27)
2549.01
19+ 50
( 2547.52)
2547.42
20+ 00
( 2547.67)
2547.54
20+ 50
( 2547.83)
2547.39
21+ 00
( 2548.12)
2548.94
21+ 50
( 2548.51)
2540.57
22+ 00
( 2548.79)
2545.15
22+ 50
( 2549.14)
2552.46
23+ 00
( )
S S LINE B
S S LINE B
S TA=9+ 75.00 TO S TA=14+ 25.00
2525
2530
2535
2540
2545
2550
2555
2560
2525
2530
2535
2540
2545
2550
2555
2560
10+ 00
( 2547.51)
2541.88
10+ 50
( 2546.99)
2544.98
11+ 00
( 2546.63)
2544.98
11+ 50
( 2546.28)
2545.73
12+ 00
( 2546.00)
2546.07
12+ 50
( 2546.70)
2546.06
13+ 00
( 2547.41)
2546.02
13+ 50
( 2548.10)
2546.27
14+ 00
( )
S S LINE C
S S LINE C
S TA=9+ 75.00 TO S TA=13+ 75.00
2525
2530
2535
2540
2545
2550
2555
2560
2525
2530
2535
2540
2545
2550
2555
2560
10+ 00
( 2547.54)
2546.08
10+ 50
( 2547.69)
2547.29
11+ 00
( 2547.94)
2547.64
11+ 50
( 2548.20)
2545.96
12+ 00
( 2547.94)
2546.52
12+ 50
( 2547.82)
2547.13
13+ 00
( 2546.99)
2547.07
13+ 50
( )
S S LINE D
S S LINE D
S TA=9+ 75.00 TO S TA=13+ 75.00
2525
2530
2535
2540
2545
2550
2555
2560
2525
2530
2535
2540
2545
2550
2555
2560
10+ 00
( 2547.21)
2551.07
10+ 50
( 2547.59)
2549.16
11+ 00
( 2546.67)
2547.47
11+ 50
( 2546.38)
2546.57
12+ 00
( 2546.08)
2546.84
12+ 50
( 2545.88)
2547.00
13+ 00
( 2545.87)
2547.39
13+ 50
( )
L = 160'
S = 0.10%
D = 10"
L = 232'
S = 0.10%
D = 10"
S S M H 7 (48"∅)
S TA: 11+ 30.23
R IM : ± 2544.67'
INV.IN: 2531.56'(E)
INV.OUT: 2531.46'(W )
S S M H A.1
(48"∅)
S TA: 12+ 90.30
R INV.51'IM : IN: ± 2547.2531.82'(E)
INV.IN: 2531.82'(S )
INV.OUT: 2531.72'(W )
S S M H A.2 (48"∅)
S TA: 15+ 22.69
R IM : ± 2547.67'
INV.IN: 2532.15'(S )
INV.OUT: 2532.05'(W )
L = 97'
S = 0.10%
D = 10"
S S M H A.3 (48"∅)
S TA: 16+ 19.20
R IM : ± 2547.21'
INV.IN: 2532.25'(S )
INV.IN: 2532.25'(E)
INV.OUT: 2532.25'(N)
L = 82'
S = 0.11%
D = 10"
S S M H A.4 (48"∅)
S TA: 17+ 01.05
R IM : ± 2546.71'
INV.IN: 2532.43'(S E)
INV.OUT: 2532.33'(N)
L = 154'
S = 0.10%
D = 10"
L = 182'
S = 0.10%
D = 10"
L = 102'
S = 0.10%
D = 10"
S S M H A.6 (48"∅)
S TA: 19+ 72.96
R IM : ± 2547.82'
INV.IN: 2532.90'(E)
INV.OUT: 2532.80'(NW)
S S M H A.7 (48"∅)
S TA: 21+ 55.23
R IM : ± 2548.56'
INV.IN: 2533.18'(E)
INV.OUT: 2533.08'(W )
S S M H A.8 (48"∅)
S TA: 22+ 56.73
R IM : ± 2549.19'
INV.OUT: 2533.28'(W )
L = 116'
S = 0.10%
D = 10"
S S M H A.5 (48"∅)
S TA: 18+ 17.43
R IM : ± 2547.01'
INV.IN: 2532.65'(S E)
INV.OUT: 2532.55'(NW)
INV.OUT: 2539.83'(W )
S S M H A.1
(48"∅)
S TA: 10+ 00.00
R INV.51'IM : IN: ± 2547.2531.82'(E)
INV.IN: 2531.82'(S )
INV.OUT: 2531.72'(W )
L = 88'
S = 3.03%
D = 8"
L = 309'
S = 2.07%
D = 8"
S S M H B.1
(48"∅)
S TA: 13+ 09.23
INV.54'R IM : IN: ± 2547.2538.23'(E)
INV.IN: 2538.23'(S )
INV.OUT: 2538.13'(N)
S S M H B.2
(48"∅)
S TA: 13+ 99.18
R INV.78'IM : OUT: ± 2548.2540.83'(N)
S S M H A.5 (48"∅)
S TA: 13+ 00.66
R IM : ± 2547.01'
INV.IN: 2532.65'(S E)
INV.OUT: 2532.55'(NW)
INV.OUT: 2539.83'(W )
L = 100'
S = 0.52%
D = 8"
S S M H C 1
(48"∅)
S TA: 12+ 00.35
INV.94'R IM : IN: ± 2547.2539.33'(E)
INV.OUT: 2539.23'(W )
S S M H B.1
(48"∅)
S TA: 10+ 00.00
INV.54'R IM : IN: ± 2547.2538.23'(E)
INV.IN: 2538.23'(S )
INV.OUT: 2538.13'(N)
L = 200'
S = 0.51%
D = 8"
S S M H A.3 (48"∅)
S TA: 10+ 00.00
R IM : ± 2547.21'
INV.IN: 2532.25'(S )
INV.IN: 2532.25'(E)
INV.OUT: 2532.25'(N)
L = 240'
S = 2.39%
D = 8"
L = 68'
S = 0.53%
D = 8"
S S M H D.1
(48"∅)
S TA: 12+ 40.16
INV.80'R IM : IN: ± 2545.2537.99'(S )
INV.OUT: 2537.89'(W )
S S M H D.2
(48"∅)
S TA: 13+ 07.90
R INV.91'IM : OUT: ± 2545.2538.33'(N)
2550
2555
2547
2548
2549
2551
2552
2553
2554
2556
2545
2542
2543
2544
2542
2543
2544
2545
2546
2547
2547
2547
2547
2547
2547
2547
2547
2547
2548
2549
2546
2541
2550
2551
2546
2541
2541
2545
2540
2550
2547
2547
2548
2548
2546
2545
2546
2547
2540
2546
2547
2548
2546
2549
2549
2548
2549
14
12
10
9
8
7
6
5
4
3
2
1
13
3 4 5
2 6
1
6
7
2
3
5 4
9
1
3
9
7
5
4
8
1
11
2
10
8 7 6
11
10
5
6
3
4
1
2
7
9
8
5
3
2
1
1
1
4
LEGEND
S ITE BOUNDARY
P ROP OSED NEW NMID EASEMENT
C URB & GUTTER
RIGHT- OF-W AY
FUTURE L OT L INES
L ANDSCAPE BUFFER EASEMENT
S ID EW ALK
P ROP OSED GRAVITY P IP E AND M ANHOLE
EXIS TING NMID EASEMENT
TOBBANK EXIS TING TOP OF
P ROP OSED GRAVITY P IP E HEADWALL
EXIS TING C ONTOURS
P ROPOSED C ONTOURS
2540
2539
2540
2539
EXIS TING P URD AM GULCH D RAIN FL OW L INE
EXIS TING NMID P UMP HOUSE ACCESS EASEMENT
EXIS TING NMID P UMP HOUSE
EXIS TING IRRIGATION P IP E
EXIS TING P URD AM GULCH D RAIN W EIR
IR
EXIS TING UNDERGROUND P OWER
EXIS TING W ATER M AIN
UP
W ATER M AIN
EXIS TING S EW ER M AIN
S EW ER M AIN
ROAD C ENTERLINE
P AVEMENT
S EW ER EASEMENT
S TORMWATER INFILTRATION BED
S TORMWATER S TREET S W ALE
W TOPEKA STREET
N DUPLICATE
AVE.
N STRONGHOLD AVE
W SANTA FE DRIVE
W LOS ALAMOS LN
(PRIVATE)
W SANTA FE LANE
(PRIVATE)
N YUMA LN
(PRIVATE)
N STRONGHOLD AVE
W AVIATOR STREET
IRR
IRR
IRR
IRR
IRR
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
H
Y
D
S S
S S
9 10
16 15
10
15
9
10
W D #106188249
W D #112018364
Q CD #108136108
10 11
15 14
W D #9272212
K ENNEDY
L ATTERAL
R OS 12250
( ISG)
UNION PAC IFIC R AILROAD R .O.W .
U NPLATTED
H ENSELY STATION
SUBDIVISION NO. 1
UNION PACIFIC
R AILROAD
R .O.S. 12250
UNPLATTED UNPLATTED
UNPLATTED
WW
WW
WW
IV
IV
IV
IV
UU
I
I
S