HomeMy WebLinkAbout1.00 General Application Materials_Part2L INE TABL E EL EC TRIC MAIN L INE
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L I
N79' 58' 52 "W
40.22'
202127.26,117804.73
202134.26,1 I7765.12
L2
S9' 06'21-W
56.80'
202113.59,117736.08
202057.51,117727.09
L 3
S20' 55' 50 "E
97.94'
202057.51, 117727.09
201966.04,117762.08
L 4
SO' 00' 12"E
378.50'
201932.43,1 17774.93
201553.93,117774.96
L 5
S 77' 56'16"E
309.86'
201431.70,117873.83
201366.94,118176.85
L 6
S 56 ° 22 ' 06 "E
10.66 '
201366.94,118176.85
201361.04,118185.72
L 7
S78° 40' I I "E
69.68'
201361.04,118185.72
201347.35,118254.05
L 8
N 79 ° 01 '58 "E
10.85'
201347.35, 118254.05
201349.41, 118264.70
L 9
S78' 40' 04 "E
110.12'
201349.41,118264.70
201327.78,118372.67
L 10
S74' 55'24 "E
196.12'
201327.78,118372.67
201276.76, 118562.04
L I I
N82° 18'27"E
461.94'
201276.76,118562.04
201338.60,119019.82
L 12
S22' 00' 00 "E
84.50'
201338.60,119019.82
201260.25,119051.48
CUR VE TABL E EL EC TRIC MAIN L INE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
CI
25.00'
39.67'
25.40'
35.64'
S54' 33'45"W
90' 54' 47"
C2
125.00'
170.03'
101. I I '
157.22'
S38' 58' 14"E
77 56' 05"
L INE TABL E: POND / TO POND 2
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 43
N45' 36' 08 "E
387.96'
201644.41,117600.93
201915.84,117878.12
START ALIGN.
GAS MAIN LINE
L 0 T 6 TA. 20+00.00
0 1202137 71
o pp IE/17M..d1
L INE TABL E GAS MAIN L INE
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 14
S37' 07' 01 "E
42.67'
202137.71,117403.41
202103.69,117429.16
L16
S20' 55'50"E
105.93'
202036.22,117726.81
201937.28,117766.65
L 22
S41 ° 12' 04 "W
51.17'
201449.98,117789.61
201411.48,117755.91
-START ALIGN.
o /EL EC TRIC MAINLINE
S TA. 0+00.00
~ - - N202/2726
CURVE TABL E : GAS MAIN LINE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
C3
25.23'
23.29'
12.55'
22.47'
S63° 33'30"E
52° 52' 59"
C4
25.00'
25.77'
14.16
24.64'
S50' 27'21 "E
59' 03' 02"
C5
41.55'
15.25'
7.71 '
15.16'
S8' 39'21 "E
21 ° 01 ' 38"
C6
131.00'
77.99'
40.19'
76.84'
S17' 03'19"E
34° 06' 39-
C7
25.00'
32.86'
19.29'
30.55'
S3° 32'43"W
75° 18' 43"
100
GRAPHIC SCALE
0 50 100 200
( IN FEET )
I inch =100 ft.
400
El1780d.73
NOTE
NOR THING/EA5TING BASED ON NAD83 COL ORADO STA TE
- - - -I - - - - _ _
«L58 L5 ~ - -+ I- _ L31 I
/�3-00
o
� o
PLANES, CENTRAL ZONE, US FOOT (C083-CF) COORDINATE
95-00 \ 000 _ _ H- - J�
_
START ALIGN.
SYSTEM.
L 0 T 5
-
EAST IRRIGA TION L INE
o
Z. THE UTIL 1 T Y AL IGNMENTS SHOWN ON THIS SHEET ARE FOR
EL EC TRIC, GAS, WATER, AND IRRIGA TION.
C4�
oo
-h - _
�, 5TA. 200f00.00
'\ \ \
-1_ _ N20/906. 99
oo
o
L3
-' _ - _ El19055.53
�
2
96-00 t
L 16 \
I
0
C5-'I 710-00 so
fi 89-00
L
97-00 i I I I t o�oo l I�
I /
L0Td I I/ 1
t I4 709-00
87-00 T+ I N
9B-00 START ALIGN. I� v I t START ALIGN.
POND - / TO POND -2 I /� POND -2 0 VERFL OW
STA. 300+00.00 I �05-M / I STA. 700f00.00
N20/6dddl I ��\//o, z�P I Toe-aa N20/708.75
E/17600.93 86-0a - -� - + Ell76dl. 67
99 00 I g` X/ % I L4
_ zoo-o0 0 0 0
L38 L37
L START ALIGN.
I NOR TH IRRIGA TION L INE
STA. /00*00.00
20/-o0 + N20/866. d0
E119307.5/
zoz_Co I
I
I
I � �/ /pp s I 1
I � so6 \ � I ^`,
73-ee�� I �oo L72 I V
t 707-00 203-00 I
TRACT B 85-00 � 300-00 \ ���C'-I
I
i00-00
r 702-00 dp5.00 �\ J I I I �L28 TRAC T A
o k -r \ �pb,, p o L 69
t I \ C6 � o1 o p 63-60 p I
'I IF 10e-0o
LOT 3 eoe-Co \I 7-00 Zs�°�r� L 65 L66� l o I
84001 I--+--�-�- ti
L INE TABL E: NOR TH IRRIGA TION L INE
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 37
N79' 50' 09 "W
67.27'
201886.40,119307.51
201898.27,119241.29
L 38
S 77° 39' 51 "W
105.53'
201898.27,119241.29
201875.72,119138.20
L 39
N 79 ° 58' 28 "W
1125.75'
201875.72,119138.20
202071.70, 118029.63
L 40
S IO ° 01 ' 08 "W
122.26 '
202071.70,118029.63
201951.31,118008.36
L 41
S55° 01 ' 08 "W
89.18'
201951.31,118008.36
201900.18,117935.30
L 42
S 10 ° 01 ' 08 "W
90.00'
201900.18,1 17935.30
201811.55, 117919.64
-a0 I I L64 60-00 \ \0� \ L6768 IrVL35 - =7_ _z � ti o
1
START ALIGN. 703-00 L49 I \ \ o + o o o
IRRIGA TION WET WELL TO FIELD 2 �0 59-97 y \ 705- 0
5TA. 70+00.00 I _ _ - cb f / o ��- .4- L26 L23
I o �� _ I
_ o o i
N20/d9/.25 w 0 y I� , Z/s- I I ° L25 i'' START ALIGN.
E117733.13 83-00 eo3-0�� oo� J7 ''' = �� °�iL
-k L2� L 0 T 7 WA TER MAIN
10z-00 t II I oo L5 0 STA. 700f00.00
70A-00 - - J + - -�- - - eo 0° N201d37.716 o t� � _ E//93d7.29
LINE TABL E � EAST IRRIGA TION L INE
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 33
S 10' 08' 42 "W
555. 75'
201906.86,119055.53
201359. 79,118957.65
L 34
N79' 58' 52 "W
829.31 '
201359. 79,118957.65
201504.07,118140.98
L 35
S55' 53' 56 -W
21.68'
201504.07,118140.98
201491.92, 118123.03
L 36
S 11 ' 38' 08 "W
234.20'
201491.92, 118123.03
201252.53,118075. 79
L INE TABL E : POND 2 0 VERFL OW
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 52
S45' 00' 00 "W
155.15'
201708. 75, 117641.67
201599.04, 117531.96
FL53
SO' 00' 00 -E
659.07'
201599.04, 117531.96
200939.97,117531.96
START ALIGN. II Q��50\00 1/6-00 _ L8 �,L �\L10 I - _ _ -4- 20,00 \\�
IRRIGA TION WETWELL TO FILL D l o �
5TA.59f97.38 ez-aa t1 J J00-00 / / � _
103-00 i N20/d60.95 I 705-00 \
E117733Id Ir I s000 �h�
81-00 LOT 2
iae-a0 � I
I I f 706-00 I
],,,-L60 It
L67 L63 III
--+-L6 - --+-- 80-00
,7
707-00
L INE TABL E : WA TER MAIN
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 23
S78° 49' 44 "W
56.92'
201437.71,118347.29
201426.69,118291.45
L 24
S67° 33' 51-W
120.06'
201426.69,118291.45
201380.86,118180.48
L 25
N89' 44' 44 "W
19.93'
201380.86,118180.48
201380.95,118160.54
L 26
N 78 ° 40 ' 16 "W
301.71 '
201380.95,118160.54
201440.22,1 17864.71
L 27
N 33 ° 40 ' 18 "W
141. 72 '
201440. 22, 117864.71
201558.17, 117785.13
L 28
N 11 ' I 0 ' 56 "W
20. 01 '
201558.17, 117786.13
201577. 80,1 17782.25
L 29
NO' 04' 36 "E
355.03'
201577.80,1 I7782.25
20I932.82, I /7782.73
L 30
N22' 25' 24 "W
132.80'
201932.82, 117782. 73
202055.58,117732.07
L 31
N67' 25'24 "W
19.99'
202055.58,117732.07
202063.25,1177/3.61
L 32
N78' 40' 03 "W
468.99'
202063.25,1177/3.61
202155.41,117253.76
T
708-00
1 708-ie
START ALIGN.
IRRIGA TION FIEL D 2
S TA. 80f 00.00
N20/09/. 32
E//7528. d6
START ALIGN. 1
L O T l I POND - 3 0 VERFL 0
S TA. 500f 00.00
N20/303.75
E//796d /9
ART AL IGN.
WETWELL INTAKE
S TA, d00f 00.00
N20/28d 88
E//7952.6/
L INE TABL E : IRRIGA TION FIEL 0 2
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 55
NO' 00' 00 "E
873.07'
201091.32,1 I7528.46
201964.39,117528.46
L 56
N45° 00' 00 "W
176.52'
201964.39,117528.46
202089.21,117403.64
L 57
N90' 00' 00 "W
428.49'
202089.21, 117403.64
202089.21,116975.15
L 58
S45' 00' 00 "W
6.79'
202089.21,116975.15
202084.41,116970.35
L 59
SO' 00' 00 "E
965.56'
202084.41,116970.35
201118.85,116970.35
L 60
S36 ° 46' 06 "E
4.86'
201 118.85,116970.35
201 114.96,116973.26
L 61
S81 ° 46' 06 "E
2I4.74'
201 114.96,116973.25
201084.21,1 I7/85.78
L 62
N90' 00' 00 "E
335.57'
201084.21, 117185. 78
201084.21,117521.35
L 63
N45' 00' 00 "E
10.06'
201084.21,117521.35
201091.32, 117528.46
TRACT C
LINE TABL E : WETWELL INTAKE
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 44
N56 ° 15' 00 "W
120.40'
201284.88,117952.61
201351.78,117852.50
L 45
N90' 00' 00 "W
136.72'
201351. 78,117852.50
201351. 78,117715.76
L 46
N45' 00 ' 00 -W
6. 46 '
201351. 78,1177 / 5. 78
201356. 35,1 7711.21
L 47
NO* 00' 00"E
43.02'
201356.35,117711.21
201399.37,1 I7711.21
L 48
N22° 30'00"E
50.71'
201399.37,117711.21
201446.22,117730.61
L 49
NO* 00' 00"E
52.37'
201446.22,117730.61
201498.59,1 I7730.61
L 50
N23' 35' 34 -W
137. 77'
201498.59,117730.61
201624.84,1 17675.47
L 51
N33' 44' 59 "W
116. I /'
201624.84,1 17675.47
201721.39,1 17610. 97
L INE TABL E POND 3 0 VERFL OW
FLINEBEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 54
S45' 00' 00 "W
100.00'
201303.75,117964.19
201233.04, I I7893.47
L INE TABL E : IRRIGA TION WETWEL L TO
FIEL 0 /
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 64
NO' 01 ' 40 "W
32.64'
201460. 95,117733.14
201493.59,117733.13
L 65
S89' 52' 16 "E
176.63'
201493.45,117798.94
201493.05,117975.57
L 66
S86' 52' 26 "E
18.00'
201493.05,117975.57
201492.07, I I7993.55
L 67
S 63 ° 52' 26 "E
18. 08 ,
201492. 07,117993. 55
201490.14,118011. 52
L 68
N55' 01 ' 15 "E
27.96'
201490.14,118011.52
201506.16,118034.43
L 59
N I 0 ° 01 ' 06 "E
23. 65'
201506.16,118034. 43
201529. 46,118038. 55
L INE TABL E IRRIGA TION WETWEL L TO
FIEL 0 2
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 70
NO' 00' 57"W
110.49'
201 Z91.25,117733.13
201601.73,117733. /0
L 71
N45° 00' 00 "W
46.64'
201601.73,1 17733.10
201634.71,117700.12
L 72
N90* 00' 00 "W
190.57'
201634.71,1 17700.12
201634.7I, 117509.56
Im
u
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9
CHECKED BY.- AMR
DRAWNBY.- VJT
N
Q
v
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O
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N
N
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N
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JOB #: 2017-13
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STAR T AL IGN.
BARN 6 TO JUNCTION
S TA. 0+00.00
N202137. 71
E117d03W/
LINE TABLE: BARN 6 TO JUNCTION
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L I
S79° 34'05"E
174.93'
202137.71,117403.41
202106.04,117575.46
L 2
S27° 41 ' 03 "E
8.09'
202106.04,117575.46
202098.87,1 17579.22
�- L1
2-
0
o _
1-83 L'�4
L INE TABL E: BARN Q TO TANK
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 5
SO' 22' 45 "W
281.55'
201691.71,117695.30
201410.16,117693.44
L 6
N89 ° 59' 35"W
134.16'
201410.16,117693.44
201410.18,117559.27
L INE TABL E BARN 3 TO MIOOL E TANK
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 9
S89 ° 59' 49 "W
14.64'
201545.05,117570.73
201545.05,117556.09
L 10
S42' 45' 35"W
18.29'
201545.05,117556.09
201531.61,117543.67
L I I
SO' 01 ' 30 "W
148.60'
201531.61,117543.67
201383.02, 117543.61
L 12
N90 ° 00' 00 "E
0.35'
201383.02, 117543.61
201383.02, 117543.96
START ALIGN.
BARN-d TO TANK
5 TA. Of 00. 00 -0-00
N20/69/. 7/ I ,l - I L 7
El17695.30
START AL IGN. 1-00
BARN-3 TO MAME TANK
5 TA. 0f 00. 00
N20/5d5.05 �'�j L9
f
E117570. 73 1 g
I �
0
A 2-00
/-00 I J
T L6o
-j
L12 e-le
/-82 3-18
} -
�L16
L18L21-
L17
t
"'I
CN I
o
J
/-00
0-00
�L 13
START ALIGN.-
BARN 2 TO JUNCTION
S TA. 0*00. 00
N20/292.7/
E//7593. 96
L INE TABL E : BARN 2 TO JUNC TION
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 20
NO' 00' 10 "E
56.99'
201292. 71,117583.96
201359.70,117583.96
L 21
NW ° 41 ' 49 "W
7.01 '
201359.70,1 17583.96
201364.69,1 17579.03
START ALIGN.
BARN 5 TO JUNC TION
STA. 0+00.00
N202072.32
F//7959.. 73
START ALIGN.
CABINS TO JUNCTION
STA. 0*00.00
N20/683.12
E117817.00
START ALIGN.
BARN-1 TO SOUTH TANK
5TA. Of00.00
N201279 71
F//7799.96
L INE TABL E: BARN 5 TO JUNC TION
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 3
N83 ° 14' 20 "W
275.30'
202072.32, 117858.73
202104.73,117585.34
L 4
S46 ° 16' 30 "W
8.47'
202104.73, 117585.34
202098.87,117579.22
L INE TABL E CABINS TO JUNC TION
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 7
S89 ° 52' 24 "W
80.90'
201683.12,117817.00
201682.94, 117736.10
L 8
S45° 00'00-W
58.20'
201682.94,117736.10
201641.79,117594.95
L2J , �L24
�,L22
START ALIGN,
o d
CL US HOUSE CONNECTION
5TA.0f00.00
N20/d/d 90
E/18d95.33
L INE TABL E: BARN / TO SOUTH TANK
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L13
N90° 00'00"W
68.00'
201278.71,117769.96
201278.71,117701.96
L 14
N45° 00'00"W
7.07'
201278.71,117701.96
201283.71,117696.96
L 15
NO* 00' 00 "E
75.98'
201283.71,117696.96
201359.69,117696.96
L 17
N 90 ° 00' 00 "W
139.74 '
201364.69,1 17691.96
201364.69,1 17552.22
L 18
N45° 00'00V
7.07'
201364.69,117552.22
201369.69,117547.22
L 19
NO' 00' 00 "E
12.62'
201369.69,117547.22
201382.31,117547.22
NO TE
1. NOR THING/EA5TING BASED ON NA083 COL ORADO STA TE PL ANES, CENTRAL ZONE,
US FOOT 1CO83-CFI COORDINATE SYSTEM.
m
L INE TABL E CL UB HOUSE CONNEC TION
LINE
BEARING
LENGTH
START PT. (N,E)
END PT. (N,E)
L 22
S 80 ° 05' 09 "E
13.31 '
201414.90,118495.33
201412.61,118508.44
L 23
N54 ° 25' 12 "E
14.17'
201412.61,118508.44
201420.86,118519.96
L 24
S 80 ° 29' 50 "E
47. 41 '
201420. 85,118519. 96
201413. 03, 118566. 72
GRAPHIC SCALE
0 50 100 200
( IN FEET )
I inch =100 ft.
400
CHECKED BY.- AMR
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GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
I inch =100 ft.
400
CHECKED BY.- AMR
DRAWNBY., VJT
N
Q
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LOT 6
N. BARN ACCESS
- SHEET C2/ �� I
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N. BARN ACCESS CONNECT
SHEET C30
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306f 73
CABIN ACCESS
SHEET C27
TRACT C
GRAPHIC SCALE loo 0 50
( IN FEET )
I inch =100 ft.
400
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FOR
CONSTRUCT/ON
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S TA. 100 + 09.95
0/S 46.97'L
ELEV. 6309.51 '
RADIUS RETURN
S TA. 100+26.22
0/S 47.02'L
ELEV. 6306.00-
BEGIN CULVERT
IN V. IN
STA. 100+30.82
0/S 23.99'L
STOP SIGN ON 6"x6" TIMBER POST
17' L NGTH, INCLUDING 5' BURY DEPTH.
SEE CDOT MSS STANDARD S-614-
STA. 100+10.05
0/S 47.00'R
ELEV. 6309.03'
RADIUS RETURN in
6o
O
b
R35
E
E
S TA. 100+J4.95
0/S 47.00'L "7
RADIUS CENTER /
LOT 5
STA. 100+44.95 m
12.00'L /
ELE . 8.13,
RADIUS RE STA. 100+58.11
I 12.00'L
EL 7.66,
l END GRAVE
I
rn
STA. 101 +58.38
0/S 55.68'L
=LE V. 6307. 94'
END A SPHA L T PA
VT
TA. / 00 + 6b. 03
/S 55.90'L STA. 101+49.5,
ELECTRIC SPLICE VAULT 0/S 32.61'�
ELEV. 6307.45
CHUKKA TRAIL CL STA 101+50.26= RADIUS RETURP
N BARN ACCESS CL STA 204+94.51
STA. 101 +18.71
0/S 37.00'L
RADIUS CENTER
w
m
I
F
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ti
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AL`E oEo
�E
USIS
TA.100+45.05
12.00'R
ELEV. 6308.12'
STA. 100+10.00 RADIUS RETURN
/ O/S 0.00,
ELEV. 6309.06' S TA. 100+45.05
BEGIN CHUKKA TRAIL TYP SECTION I 0/S 47.00'R
RADIUS CENTER
S TA. 100+25.48
l O/S 58.901R
/ ELEV. 6305.21 '
END CULVERT
INV. OUT
�STA.106
0/S 62.00.00'R
/ ELEV.6309.01'
/ BEGIN GRAVEL
IVU/ l U J(.HLC
6320
GRADE BREAK 5TA. 100+09.80
EL EV=6309.07
TIE INTO OL O HW Y 82
6315
63/0 -
Gl�l/A
Scale:
H: I " = 10'
V.• I" = 5'
6300
TRACT B
-2.001
�-- - - - - - - - - - - - - - - - - - - - --
CULVERT CROSSING
STA. 100+25.89
iNV F/ FV R.3n.s .sn
STA. 101+15.03
O/S 0.00,
ELEV. 6307.14'
END CHUKKA TRAIL TYP SECTION I
N Ln
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STA. 101+15.03 /
0/S 12.32'R
ELF V. 6306.84'
RADIUS RETURN
STA. 101+13.82
0/S 37.29'R
RADIUS CENTER
ti
E
STA. 101 +34.18
0/S 40.03'R
EL E V. 6306.50'
RADIUS RETURN
W
STA.101 +82.30 H
O/S 49.08'L
EL E V. 6307.78'
RADIUS RETURN'
>
H W/
STA. 101 +96.80
0/S 37.96'L
RIM ELEV. 6305.50'
END ROADSIDE DITCH
4' DIA., 8' DEEP CONC. DRYWELL
STA. 102+07.85
0/S 37.00'L STA 102+3023
RADIUS CENTER 0/S 47.71 'L
DRY HYDRANT / / / / TR TA
W/
W/
W/
W�
Lu / <
Q
o STA.102+07.85
0/S 12.00'L
ELEV.6306.79'
ti W/ RADIUS RETURN
N / �O
STA. 101+18.71 /
-0/S 12.00'L y W STA. 101+71.57
ELEV. 6306.83' > 0/S 12.00'R /
RADIUS RETUf ,I oELEV. 6306.62'
to
W fYADIUS RETURN
3 /
E I Wl
h i- >
/ W
t > /
STA. 101+51.62
0/S 29.01'R
/ > ELEV.6306.25'
RADIUS RETURN
/ /
W /
W STA. 101 +71.57
o /
lu / O/S 37.00'R
F / RADIUS CENTER
STA. 101 +66.51
I / O/S 44.14'R
/ Al% % ELECTRICAL TRANSFORMER
/I1
L.P.S TA. 101+60.92
L.P.ELEV.6306.85
PVI S TA. /0/ +30.92
PVI ELEV.6306.65
K=40.00
100.00' VC
N O
01) 01)
O LO
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Lu
S T7T.102+07.85
0/S 18.00'L
ELEV. 6305.12'
BEGIN ROADSIDE DITCH <�
6307 <�
/ I/
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KA TRAI/� �S
F
/ jv 1
2' GRAVEL SHLD. (TYP.)
ROADSIDE DITCH (TYP.)
S TA. 102+07.85
O/S 0.00,
_BEGAN CHUNK TRAIL TYP SECTION 2
LOT 41
GRAPHIC SCALE
10 0 5 10 20 40
( IN FEET )
I inch =10 ft.
0.50E
EXISTING GRADE FINISHED GRADE
0
0 0
0
0 0
0
0 0
0
0 0
0
0 0
0
0
100+50 /0/ +00 /0/ +50
102+00
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CHECKED BY.- AMR
DRAWN BY.- VJT
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JOB #: 2017-13
FOR
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6306
/ S TA. / 04 + 86.65
TRACT A O/S 0.00'
END CHUKKA TRAIL
TYPICAL SECTION 2
\ �IRRIGA TION POND -1
2' GRAVEL SHL D. (T YP. )
I
I � d
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7s—ts —ems —ems —ES —ems S S IAT .. 05+ 11. 71
S TA. 104+51.59 S TA. 104 + 86.79
0/S 39.38'L 0/S 37.00'L 0/S 35.00'L
Cl C( TQT('AI TOAAicCn7MC1�� - - .,ram FI g7v f;3nF nc;,
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STA.105+04.56
0/S 21.50'R
INV. IN ELEV. 6303.98
END ROADSIDE DITCH
I
BEGIN CULVERT
S TA. 104+02.07
y
3
0/S 32.00'R
I
EL E V. 6306.60'
I
WELL 4 LOT Q
d
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►AIAMMMMIAMMINA
H.P.STA. 103+52.50
H. P. EL E V.6307.57
PVI STA.103+69.27
PVI ELEV.5307.84
K = 56.57
100.00' VC
6315
4i ri
4i ri
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63/0
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0.501
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6305
6300
6295
Scale:
H: 1 " = 10'
V. 1 " = 5'
6290
EXISTING GRADE —1 F FINISHED GRADE
- /.001
r
S TA. 105+55.14
0/S 37.00'L
RADIUS CENTER
S TA. 105+30.34
�0/S 40.18'L
ELEV. 6305.64'
RADIUS RETURN
BEGIN CHUKKA TRAIL
TYP. SECTION 2
LOT 3
S TA. 105+35.55
0/S 21.50'R
INV. OUT ELEV. 6304.71'
END CULVERT
BEGIN ROADSIDE DITCH
n
<�!!� -IMEMM
GRAPHIC SCALE
10 0 5 10 20 40
iii!" Im I
( IN FEET )
I inch =10 ft.
CONNECTOR RD. CL CROSSING
S TA. 105+20.20
EL E V.6306.33
0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0 0
0
103+00
103+50
10d+00
lOQ+50
105+00
105+50
6315
6310
6305
6300
6295
6290
CHECKED BY.- AMR
DRAWN BY.- VJT
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FOR
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6320
L.P.S TA. 105+60.22
L.P.ELEV.5305.18
PVI STA.106+10.22
6315 PVI ELEV.6305.43
K=200.01
100.00' VC
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6305
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Scale:
H: I" = 10'
V.• 1 " = 5 '
6295
-0.501
EXISTING GRADE \ \ FINISHED GRADE
GRAPHIC SCALE
10 0 5 10 20 40
IN FEET 1
I inch =10 ft.
L.P.S TA.107+93.13
L.P.ELEV.6304.58
PVI STA. 108+18.19
PVI ELEV.6304.39
K=49.88
100.00, VC
----------------
CULVERT CROSSING
STA. 107+70.12
INV. ELEV. 6301.70
TRAC T
B
6320
6315
63/0
6305
---------------
6300
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107+50
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FOR
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ELEV. 6304.61 '
RADIUS RETURN
LOT l
1VU/ l U JLALt
L.P.S TA.107+93.13
L.P.ELEV.5304.58
PVI STA. 108+18.19
9315 PVI ELEV.6304.39
K=49.88
100.00' VC
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STA. 108+
0 /S 22.00' R
ELEV. 6305.00'
END TAPER STA. T9+12.95
BEGIN FIRE TRUCK PULL OFF N O/S 26.501R
IELEV.6304.81'
IDRY HYDRANT
v
�0/S 22.00'R
ELEV. 6305.75'
END FIRE TRUCK PULL OF
BEGIN TAPER
RUCK PULLO
6305
6300
Scale:
H: 1 " = 90'
V. I" = 5' EXISTING GRADE FINISHED GRADE
6295
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STA.110+09.63
L
I
STA.110+24.47
O/S 26.66'L
'
I
O/S 33.79'L
ELEV. 6306.56'
RADIUS CENTER
RADIUS RETURN
4-
—E
E <���
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E E E
E E
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T T T
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T T T
TT
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STA. I10+24.63
/
O/S 27.00'L
I
RADIUS CENT STA. I10+24.94
LOT 7
0/S 21.50'L
INV. IN ELEV. 6304.16'
END CULVERT
BEGIN ROADSIDE DITCH
Q
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I
6308
GRAPHIC SCALE
10 0 5 10 20 40
!" Im , I
( IN FEET )
I inch =10 ft.
rolviAl
6310
1.50$
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JOB #: 2017-13
FOR
CONSTRUCTION
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ROADSIDE DITCH ITYP.I
STA.112+15.71
O/S 0.00,
STA. 112+39.67
STA.III+43.71
BEGIN CHUKKA TRAIL
0/S 22.13'L
O/S 0.00'
STA. lll+68.20
TYPICAL SECTION 3
ELEV. 6307.38'
END CHUKKA TRAIL
0/S 35.00'L
END ROADSIDE DITCH
E
-E E E E E TYPTJALSECTION 2
ELEV. 6306.52'
E E
LTV
EL EC, SPLICE VAULT
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Tv Tv Tv Tv
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E E E E
E E E E E
E E
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�TSTA.I IZ+71.44 T T
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0/S 35.92'L
�'4
ELEV. 6310.93'
\ "TV
RADIUS RETURN
t
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TV-TV--TV—TV—TV—TV—TV—TV—TV—TV—TV—TV—TV���
T, T T T T T
T T T T
T
T
LOT 7
— <— — <—
STA. 111 +43.71
0/S 12.00'R
ELEV. 5309.05'
RADIUS RETURN
O
6308
6�07,
TRACT A
STA.I I I +43.71
0/S 37.00'R
RADIUS CENTER
b
I
6320
6315
6310
6305
Scale:
H: I" = 10'
V..- 1 " = 5 '
6300
IIL/1—IffWAM 'IFi
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EXISTING GRADE —i r— FINISHED GRADE
W
I
W
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W `
I
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W
I
W
I
W
W
I
W
IRI VERS TONE ORI VE
(FUTURE ROAD FOR ZONE 2)
I STA. II I +68.71
0/S 37.00'R
W ELEV.6309.00'
I RADIUS RETURN
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F
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\
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STA. II I +90.71
0/S 37.00'R
ELEV. 6309.00'
RADIUS RETURN
6310
ma's
STA.112+46.46
0/S 12.00'L
ELEV. 6310.59'
RADIUS RETURN
STA.112+46.46
0/S 37.00'L
RADIUS CENTER
E E E
T - _ T'i
STA.112+60.90
0/S 21.86'L
STOP SIGN
v_
0
_E-E
TV _
9309
600+00
STA.112+15.71
-- 12Z'PL -- — -- -- --
ELEV. 6310.13'
RADIUS RETURN
STA.112+15.71
0/S 37.00'R
RADIUS CENTER
STA. 112+46.46
O/S 0.00'
END CHUKKA TRAIL
TYPICAL SECTION 3
6308
STA. 112+95.48
0/S 36.42'L I
ELEV. 6310.46' 6309
RADIUS RETURN I
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I E E E E
T TV TV TV TV TV TV TV TV TV Ty = E E
TV
T T T T T T T T T T TTV TTV TTV TTV =Ty TV TV
STA.113+20.35 STA.113+20.35 T T T TT TTV
0/S 37.00'L 0/S 12.00'L --�
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RADIUS RETURN LOT 7
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CHUKKA TRAIL CL STA 112+84.32=
CLUBHOUSE DRIVE CL STA 500+22.01
",-2' GRAVEL SHL D. ( T YP. )
H.P.S TA. 113+32.19
H. P.EL E V.5311.56
PVI STA. 113+07.14
PVI ELEV.5311.75
K=49.87
100.00' VC
TRACT C
�STA.113+20.35
0/S 0.00
BEGIN CHUKKA TRAIL
TYPICAL sEc77N7 — — —
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GRAPHIC SCALE
0 5 10 20
( IN FEET )
I inch =10 ft.
-0.50S
40
5320
5315
— — — 9310
— — — — — — CLUBHOUSE DRIVE CL CROSSING
STA. 112+84.32
EL E V.6311.33
0
0 0
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0 0
0 0
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0 0
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ono
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III +50
112+00
112+50
113+00
113+50
6305
6300
CHECKED B Y.- AMR
DRAWN BY- VJT
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JOB #: 2017-13
FOR
CONSTRUCTION
C14
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L O T 7 S A.114 81.72
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�T TtT= tr= RADI S R TURN
I Ty
T E
T TT_ = TV_ _c
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0/S 37.00'L STA 14+56. T
I RADIUS CENTER /S 39. 'L
LEV.6 9.99'
RADIUS ETURN
STA. 114+46.
0/S . 3'L
TOP SIGN
I �
I STA. 114+31.37 s
0 0/S 12.00'L
x ELEV. 5310.88'
v RADIUS RETURN
C�/Uj��A TA'AIL CL
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63/l
1
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603f00
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STA. 115+08.69
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ISTA. I "il", .37
O/S 0.00'
END CHUKKA TRAIL �0
TYPICAL SECTION 1 ��
I
- CHUKKA TRAIL CL STA 114+71.78=
I - _ CLUBHOUSE DRIVE CL STA 603+46.54
� 603f69 -
I
- STA. 115+08.69
I BEGIN RVERSTONE/ CHUKKA DRIVE
TYPICAL SECTION 3
I
I TRACT C
I
6320
6315
-0.501
6310- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
6305
Scale:
H.• 1 " = 10'
V.• I" = 5'
6300
EXISTING GRADE -i F- FINISHED GRADE
CLUBHOUSE DRIVE CL CROSSING
STA. 114+71.78
ELEV.5310.92
STA. 115+24.65 I
0/S 41.88'L
ICAL TRANSFORMER EAST SEPTIC FIELD
PARKING/TAIL GAT
AREA ACCES
STA.116+1450
0/S 32.0 'L
Co END
END ASPH. PA E.
BEGIN GRAVEL PA V E.
y STA. 116+04.97
0/S 27.52'L
ELEV. 6309.57'
RADIUS RETURN
E/E
-E
T _ Trv�ry
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�r�ry t�t / 0/S 27.00'L TT
RADIUS CENTER
STA. 115+08.59 I
0/S 12.00'L
ELEV. 6310.50'
RADIUS RETURN
M
ROADSIDE DITCH (TYP.
63/0 � 309
> 6
S TA. / 15+93.30
of 0 / S 23.19'L
INV. IN ELEV. 6307.00'
BEGIN CULVERT
STA. 115+86.15
0/S 12.00'L
ELEV.6310.09'
RADIUS RETURN
2' GRAVEL SHLD. (TYP.)
STA. 116+44.79
TRACT A 0 / S 52.44'L
EL E V. 6309.39'
RADIUS RETURN
E
STA. 116+24.25 /E/E �tjtt/t
ELEVS6309.�2 tv,tjtt.t16+40.48
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RADIUS REET v/tit / RADI37.96'L 6308�
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�E lift/t STA. 116+39.88
v 0/S 27.00'L
tit /g RADIUS CENTER �>
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-� �6308
SD -SD
SD
-SD
18" ADS CULVERT
40.42 L F h
o
0
H.P.S TA. 115+48.03
H. P.EL E V.6310.54
PVI STA. 115+98.03
PVI ELEV.6310.29
K=495.71
100.00, VC
10
- 6309�
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TRAIL S
NUKKA
TA. 116+44.55
-S
0/S 12.00'L
ELEV. 6309.72'
RADIUS RETURN
STA.116+35.70
0/S 23.19'L
INV. OUT ELEV. 6306.80'
END CULVERT
BEGIN ROADSIDE DITCH
GRAPHIC SCALE
0 5 10 20 40
( IN FEET )
I inch =10 ft.
6320
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cis03
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114f+50
l 15+00
115+50
//6+00
116+50
6305
6300
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DRAWN BY.- VJT
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JOB #: 2017-13
FOR
CONSTRUCT/ON
C15
PAR /TAILGATE AREA TRACT A
E E E E E E E E E E E E E E E E E E — E E E E E E E E E E E E E E E
0
TV TV —TV—TV—TV—TV—TV—TV TV —TV —TV— V TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV
T T T T T T T T T T T T T T T T T
6310
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6320
6315
6310
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TV
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TV
TV
TV
TV
TV
T T
T
T
T
T
T
T
T
STA. 118+63.96
0/S 21.60'L
RIM ELEV. 5305.37'
4' DIA., 8' DEEP CONC. DRYWELL
Ul I GH L U W F'UI/V
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ROADSIDE DITCH (T YP. )
i
6306
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6308
6307
2' GRAVEL SHL D. (T YP. )
6305
TRACT C
-0. 70s
Scale:
H: 1 " = 10' EXISTING GRADE FINISHED GRADE
V..- I" = 5 '
6300
00
0
w
U
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L.P.S TA.118+67.20
L.P.ELEV.5308.54
PVI STA. 119+77.34
P VI EL E V.6307.63
K=56.77
300.00' VC
GRAPHIC SCALE
10 0 5 10 20 40
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I inch =10 ft.
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118+00
118+50
119+00
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6320
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9310
6305
9300
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DRAWN BY- V/JT
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JOB #: 2017-13
FOR
CONSTRUCT/ON
Q
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C16
S 119+93.19
0/ 2.00'R
EL E V. 63N .70'
RADIUS RETURN
mliffff"IMMM ara
6320
6315
6310
6305
�STA. 119+93.19
0/S 37.00'R
RADIUS CENTS
STA. 120+Id.31
0/S 3d.51 'R_z
EL E V. 6309.3d '
RADIUS RETURN
TRACT C
S TA. 12—�3.0X//
0/ 4.51 'RC
ELEV. 6309.34'
RADIUS RETURN
Scale:
H: I „ — 10' EXISTING GRADE F FINISHED GRADE
V..- I" = 5 '
6300
—S TA. 120+54.19
0/S 37.00'R
RADIUS CENTER
L.P.S TA. 118+57.20
L.P.ELEV.5308.54
PVI S TA. 119+ 77.34
P VI EL E V.6307.53
K=56.77
300.00' VC
L L L V. bJIl.Jd'
RADIUS RETURN
GRAPHIC SCALE
10 0 5 10 20
c IN FEET 1
I inch =10 ft.
Z3
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a
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Lu
6�
0
2' GRAVEL SHLD. (TYP.)
\
63�61--,"
S TA. 122+22.96
0/S 23.65'R
INV. OUT ELEV. 6316.01'
END CULVERT
DAYLIGHT PIPE
40 H.P. S TA. 123+24.70
H.P.EL EV.5320.49
PVI STA.122+49.70
PVI ELEV.5320.11
K=36.79
150.00' VC
+ C.3 �; Q 6320
N •.
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N U pp
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120+00 120+50 121 +00
121 +50
122+00
5305
6300
CHECKED B Y.- AMR
DRAWN BY.- VJT
� N
Q
V
Wa
J
Q
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JOB #: 2017-13
FOR
CONSTRUCTION
Q
Q
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C17
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I STA. 122+57.17
0/S 25.41'L
I INV. IN ELEV. 6316.81'
END ROADSIDE DITCH
I BEGIN CULVERT
O� _6311
o �
I <�
<� U20-
18" ADS CULVERT <�
Z 60.00 L F <�
ti
I —
I � —
o� —
x
CZ
I
I
I
I
I
I
I �
I
I
I
I
I
mliffff"IffirzMara
6330
6325
6320
5315
Scale:
H.• 1 " = 10'
V.- 1 " = 5'
6310
PROPOSED GRADE
ti
b
H.P.S TA.123+24.70
H.P.EL E V.6320.49
PVI STA.122+49.70
PVI ELEV.6320.11
K = 36.79
150.00' VC
6323
i
6320
6322
FlAffiffrMli
ROADSIDE DITCH (TYP.)
91
S TA. 12d + 26.96
0/S 18.00'L
ELEV. 6319.10'
END ROADSIDE DITCH
PARKING/TAILGATING ARE
STA. 12d+J3.96
0/S 30.68'L
ELEV. 6320. J8'
RADIUS RETURN
STA.12d+26.96
0/S 27.00'L—
RADIUS CENTER
I� ti
STA. 12d+26.96
— 0/S 12.00'L__------
— ELEV. 6320.76'
— RADIUS RETURN
2' GRAVEL SHL D. I T YP.
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INE TO SOUTH SEPTIC TA NAI
\S�CxhklEiRAI E— 20 ' HORZ.
SCALE / /0 ' VER T.
EXISTING GRADE —i [— FINISHED GRADE
STA.12d+8J.dJ
0/S 32.00'L
ELEV. 6320.78' \
RADIUS RETURN 632/
STA.12d+8J.Jd \
0/S 22.00'L
ELEV. 6319.15' \
BEGIN ROADSIDE DITCH
RADIUS CENTER
0/S 12.00'L
ELEV.6321.05' \
RADIUS RETURN /
o
0
632
—I— I
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
I inch =10 ft.
40
2000-6ALLDM�9-ANK
�
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123+00
123+50
12Q+00
12P50
125+00
6330
6325
6320
6315
6310
CHECKED B Y.- AMR
DRAWN BY.- VJT
� N
Z �
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JOB #: 2017-13
FOR
CONSTRUCT/ON
Q
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C18
STA.125+73.19
0 / S 32.00'L PARKING/TAILGATING AREA
ELEV. 6321.32'
RADIUS RETURN
STA.125+73.19
0/S 22.00'L
RADIUS CENTER
S TA. 125+ 73.19 S TA. 126+09.60
0/S 21.50'L 0/S 27.52'L
INV. OUT ELEV. 6319.50' ELEV. 6321.28'
END ROADSIDE DITCH RADIUS RETURN
S TA. 25 + 28.86
0 / S 23.07'L
ELEV. 6319.34'
DITCH LOW POINT
rROADSIDE DITCH (TYP.)
I , 2Q'
II [U—MA'AbI EAM
5335
6330
6325
6320
Scale:
H: 1 " = 10'
V.• I" = 5'
6315
6320
TRACT A EDGE OF POLO FIELD 1 /
aat � aat �
STA. 126+17.36 aat -�
0 / S 22.47' L \ rp� aat aat aat
EL E V . 6320.50 aat -�
IA., 8' DEEP CONC. DRYWELL aai — aat
-I GRATED LID at aai /
/
S TA. 126+24.59
-0/S 27.00'L
RADIUS CENTER
632121
h
STA.126+24.59
0/S 12.00'L
<� ELEV. 6321.76'
<— RADIUS RETURN
�N�KK
A TRAM C�
0
S TA. 125+ 72.52
0/S 12.00'L o
ELEV. 6321.50' o
RADIUS RETURN /
6321�6322
0.50%
EXISTING GRADE —i F- FINISHED GRADE
6321
o
N
STA.127+15.3111 ��
0/S 31.45'R
IRRIGATION SPLITTER BOX
�\V x
/CPC: P
GRAPHIC SCALE
10 0 5 10 20 40
( IN FEET )
I inch =10 ft.
L.P.S TA. 126+84.75
6335
L.P.ELEV.6322.30
PVI STA.127+34.75
PVI EL E V.6322.56
K=66.79
100.00' VC
6330
I
ALA
> °p
> �' 6325
m
W Z.00%
— — — — — — i
6320
O�
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1101/6
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DRAWNBY.- VJT
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JOB #: 2017-13
FOR
CONS TRW
TION
Q
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C19
NUl /U J1, ALL
0
PROPERTY LINE (TYP.)
S TA. 127+89.50
0 / S 50.40'L
INV. OUT ELEV. 6319.98'
END CULVERT
S TA. 127+ 71.20
Io
I 0/S J7.00'L
I RADIUS CENTER
0
I TRACT A
I S TA. 127+56.42
0 / S 12.02'L I o
I ELEV. 6322.80'
BEGIN GRAVEL SHOULDER
I `so
I
I I
o �s
N
I O
S T .127+67.77 o
0/S 12.00'L
I ELEV. 6323.00'
RADIUS RETURN - - o
Q CHUKKA TRAIL CL o
0
6335
6330
6325
TI
A.127+71.28/S 12.00'RV.6323.06'
SRETURN
127+56.91
12.00'R
ELEV. 5322.82'
I BEGIN GRAVEL SHOULDER
S TA. 127+ 71.28
I 0/S 47.00'R
RADIUS CENTER
I �
S TA. 127+88.01
0 / S d8.28'R
INV. IN ELEV. 6321.0/'
BEGIN CULVERT
I
I
I
i\o0
0
L.P.STA. 126+84.75
L.P.ELEV.6322.30
PVI STA.127+34.75
PVI ELEV.6322.55 GRADE BREAK 5TA. 128+08.02
STA. 126+06.18
0/S 61.61 'L
ELEV. 632d.00'
END GRAVEL SHOULDER
S TA. 128 + 06.20
0/S J7.03'L
ELEV. 632J.01 '
RADIUS RETURN
RAVEL SHOULDER (TYP.)
18" ADS CUL VERT
96.69 L.F.
S TA. / 28 + 05.24
,,,--0/S 0.00'L
END CHUKKA TRAIL
ti
O
O
s
a
ti
S TA. / 28 + 06.28
0/S d5.97'R
ELEV. 5325.01 '
RADIUS RETURN
S TA. 128+06.29
O/S 61.96'R
ELEV. 6325.01 '
END GRAVEL SHOULDER
6335
6330
- - - 6325
i
- - - - - - - i
6320 \ - - / CUL VER T CROSSING 6320
STA. 127+88.74
INV. ELEV. 6320.50
Scale:
H: I" = 10'
V.- 1 " = 5'
9315
EXISTING GRADE -i [- FINISHED GRADE
128+00
6315
S TA.127+67.77
O/S 0.00'
END CHUKKA TRAIL
TYP. SECTION 3
S TA. 127+84. 79
0 / S 23.62'R
STOP SIGN ON 6"x6" TIMBER POST
17' LENGTH, INCLUDING 5' BURY DEPTH.
SEE CDOT M&S STANDARD S-614-5
5
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
I inch =10 ft.
40
W
W
M�
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UQt
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CHECKED B Y.- AMR
DRAWN BY- VJT
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JOB #: 2017-13
FOR
CONSTRUCTION
Q
Q
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C20
FAWAMMMAIMIMEAM
6310
6305
6300 -------76,RIM9,E
-------
EAK 5TA. 200f 12.90
EL E V= 6300. 61
6295
Scale:
H: 1 " = 10'
V. 1 " = 5'
6290
GRAPHIC SCALE
10 0 5 10 20 40
c IN FEET )
I inch =10 ft.
6310
6305
1.251
EXISTING GRADE —1 F FINISHED GRADE
ono
o
b �o
m
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m
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200f50
201 f 00
201 *50
202*00
202+50
6300
6295
6290
CHECKED BY.- AMR
DRAWN BY.- VJT
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JOB #: 2017-13
FOR
CONSTRUCTION
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S T A.203+98.62
0/S 53.05'L
RADIUS CENTER
ELECTRICAL TRANSFORMER
E E--�7—E E
E E L2 E E
> + I
lzF--TV—TV—TV—TVA TV —
~L __T T T T '' I T—
ROADSIDE DITCH (TYP.)L
I
LOT 5
GRAPHIC SCALE
0 0 5 10 20 4
( IN FEET I
I inch =10 ft.
CHUKKA DRIVE CL CROSSING
S T A.205+ 12.52
EL E V.6306.86
9310
6305------- ---------------------
6300 GRADE BREAK 5 TA. 205-f 12.52
EL E V= 6306.86
Scale:
H: 1 " = 10' EXISTING GRADE FINISHED GRADE
6295
V. 1 5
T
T
9315
6310
6305
6300
6295
imp—
Z
W
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WQgL.
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DRAWNBY.- VJT
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JOB #: 2017-13
FOR
CONSTRUCTION
O
CNN
0
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C22
m
m
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TV-
91:5'
-4-
S T A .205+ 76.04
0/S 100.00'L
ELEV. 6308.12'
�
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G
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STA.205+66.04 I F
0/S 18.00'L I
ELEV. 6307.89' W
I�
S T A.205+76.04 W
0/S 29.37'L
ELEV.6308.12' STA.206+23.32
W I 0/S 39.00'L
EL E V. 6309.22'
si S T A . 206 +26. 04
II 0/S 39.00'L-
' ELEV. 6309.22'
W I co
W
S T A.205+67.88
0/S 9.00'L
ELEV. 6307.94'
RADIUS RETURN I
W
SS SS SS SS SS SS Sc -SS -
_ �4
-TV TVE TVE TVE TVE IV
G G G G V e/
0
S T A.205+67.88
O/S 0.00,
\ BEGIN ROAD BASE PAVE.
END A SPH. PAVE
STA. 2 5+63.20 \
0/S 2 .94'R
RIM E EV. 6305.50'
4' DIA. 8' DEEP CO
WITH GATED LID
S TA. 205 + 6 7.88
O/S 9.00'R
ELEV. 6307.78'
RADIUS RETURN
S T A.205+66.04
O/S 18.001R
ELEV. 6307.66 '
S T A .205+76.04
0/S 28.00'R
ELEV. 6307.94'
S T A.205+76.04
-0/S 50.07'R STA.205+88.32
ELEV. 6307.94' 0/S 48.05'R
DRY HYDRANT
0
DRYWELL STA.206+16.55
oY O/S 59.00' R
EL E V. 6308.98'
'o
o�
S TA.206+ 15.14
0/S 54.75'L
EL E V. 6309.22'
STA.206+12.04
O/S 0.00,
EL E V. 6309.05'
S T A.206+06.04
0/S 69.00'R
ELEV. 6308.73'
S TA. 205 + 92. 06
0/S 79.00'R
ELEV. 6308.45'
S TA. 206 + 06. Od
0/S 79.00'R
ELEV. 6308.73'
E TVE TVE •� \ �STA.206+56.04
``� 0/S 76.00'L
1 ELEV. 6309.22'
S TA. 206 + 36.04
0/S 69.00'L
EL E V. 6309.50'
S TA. 206 + 74.04
0/S 31.00'L
EL E V. 6309.50 , c
0
b
S T A . 206 +26.04
BARN 5 0/S 9.00'L
ELEV. 6309.22'
STA.206+40.04 S T A . 206 + 72. 04
0/S 7.00'L 0/S 7.00'L
ELEV. 6309.50' ELEV. 6309.50'
-SS SS SS SS SS -C
a - I N BARN ACCESS CL
S TA. 206 + 40. 04
0/S 7.00'R
ELEV. 6309.50'
S T A.206+26.04
0/S 9.00'R
ELEV. 6309.22'
S T A.206+26.04
O/S 59.001R
EL E V. 6309.22'
S T A.206+36.54
O/S 68.501R
ELEV. 6309.50'
S T A.207+24.04
0/S 100.00'L
ELEV. 6308.74 '
S TA.207+24.04
0/S 76.00'L
EL E V. 6309.22'
S T A .207+24.04
0/S 69.00'L
ELEV. 6309.50'
S T A.207+20.89
0 /S 53.50' L
ELEV. 6309.50'
S T A.207+20.89
0/S 44.50'L
ELEV. 6309.50'
c�,
0
9
STA.,'
O/S
ELEb
STA.26
O/S 41
ELEV.
LOT 5 PAVILLION
S T A.207+39.79
0/S 13.75'L-
EL E V. 6309.23'
SS SS SS SS SS SS SS SS SS -JJ -JJ -
S TA. 206 + 79. 04
�0/S 9.00'L
ELEV. 6309.40'
S T A.206+79.04
0/S 9.00'R
EL E V. 6309.40'
S T A.206+72.04
0/S 7.00'R
EL E V. 6309.50'
S TA. 206 + 74.04
0/S 31.00'R
ELEV. 6309.50'
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0
ti
S T A . 207+09.04
0/S 31.00'R
ELEV. 6309.50'
S T A.207+39.79
0/S 13.75'R-
EL E V. 6309.23'
S T A .207+36.04
O/S 29.001R
ELEV. 6309.50'
STA.207+41.04
0/S 29.00'R-
EL E V. 6309.40'
S T A.207+36.04
0/S 69.00'R
EL E V. 6309.50'
CHECKED BY.- AMR
DRAWN BY.- VJT
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JOB #: 2017-13
FOR
CONSTRUCT/ON
C23
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STA.300+10.4
O/S 9.00,
ELEV. 6306. 0 �
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6310
6305
MIN,
WOM
Scale:
H: 1 " = 1 D'
V. 1 " = 5'
6290
F"MM ALWIMMta
GRADE BREAK 5TA. 300+10.d9
EL E V= 6306. dd
EXISTING GRADE —i [— FINISHED GRADE
GRAPHIC SCALE
0 5 10 20
1 IN FEET 1
I inch =10 ft.
PIMA
CONNECTOR RD CL CROSSING
STA.302+61.49�
EL E V.6304.96
- 0.591
— — 6305
6300
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300+50
301 +00
301 +50
302+00
302+50
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DRAWN BY.- VJT
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JOB #: 2017-13
FOR
CONSTRUCT/ON
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C24
CENTRAL WET WELL AND PUMP FOR
PRESURIZED IRRIGATION DISTRIBUTION
aat aat aat aat aac aat aat aat aat aat aat aat aat —
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RP
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IVUI l U J1,ALt
6310
1
IRRIGATION POND-2
S TA. 303+ 38.26
0/S 61.43'R
ELF V. 6303.27'
RADIUS RETURN
S T A.303+22.26
0/S 70.00'R
ELEV. 6303.19'
RADIUS RETURN
NN N
N y� 6J01
N N k
R
N
N � R
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6303 x
s,-- sue- s3—STA.305+20.90 N
O/S 9.00'L I
EL E V. 6303.62'
RADIUS RETURN
0
0
o
ss ss ss ss ss ss ss ss ss ss ss —ss —ss —ss —ss —ss —ss ss ss ss s ss ss ss ss ss ss ss ass suss ss
S T A.303+52.26
0/S 61.43'R
RADIUS CENTER
S T A . 303+66. J9
0/S 61.43'R
ELEV. 6303.10'
RADIUS RETURN
�S T A. 303+82.49
0/S 53.00'R
S T A . 303+ 66. J9 ELEV. 6303.19'
0/S 73 STA. 303+82.49
V 2?? 0/S 73.50'R
EL E V. ???'
6305
-n s9c
6300
6295
Scale:
H.• l " = 10'
6290
EXISTING GRADE FINISHED GRADE
BARN ACCESS CL �
S T A.304+38.49
0/S 53.00'R
EL E V. 6302.85'
S TA. 304 + 38.49
0 / S 73.50'R
EL E V. ???'
BARN 3-
S T A.30J+5J.49�
0/S 61.43'R
EL E V. ???'
RADIUS RETURN
S T A.304+54.49
0 /S 73.50' R
ELEV. ???'
S TA. 304 + 68.72
-0/S 61.43'R
RADIUS CENTER
STA.305+I4.72
0/S 55.00'R
ELEV. 6302.38'
RADIUS RETURN
S T A.304+82.72
0/S 61.43'R
EL E V. 6302. J2'
RADIUS RETURN
32'
10
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s3_
T A.305+48.72
0/S 20.00'R
E E V. 6302.87'
RADIUS RETURN
�— 6303
—s1—ss
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SOUTH SEPTIC FIELD
IN
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T A . 305+
0/S 55.
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a N
N N
S A.305+J8
0/S 70.06
0 RADII S CENT,
GRAPHIC SCALE
0 5 10 20
( IN FEET )
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TRACT B
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6300
6295
6290
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JOB #: 2017-13
FOR
CONSTRUCTION
C25
6
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Scale:
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V. 1 " = 5'
6295
S T A.306+07.53
0IS 52.48'L
EL E V . 6303.32'
RADIUS RETURN
W BARN ACCESS CL STA 305+77.62= s�
W BARN ACCESS CONNECT STA 801+4 .88
s
ss ss ss —ss ss ss ss ss
EXISTING GRADE —i r— FINISHED GRADE
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JOB #: 2017-13
FOR
CONSTRUCTION
C26