#12
30'-0"
#11
25'-0"
25'-0"
type B
type Btype B
18'-0"
#10
SHARED ACCESS ROAD
LOADING ZONE 1
25'-0"
25'-0"
25'-0"
21'-2"8'-0"
29 30
36 21
24 25
31 32
41 28
42 43 44 45 46 47 48 49
54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69
72 73 74 75 76
77 78 79 80 81 82 83
86 87
88 89
90 92
93 94
95 96
98 99
100
101
102
84 85
22 23
37 38 39 40
20 34 35
TR#4
TR#3
53 337170
#9
type B
12'-6"
25'-0"
WALKWAY
BOLLARDS
BUILDING
SCONCES
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.2 0.2
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.2 0.2
0.2 0.2
0.2 0.4
0.6 0.5
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.6 0.4
0.9 1.0
0.3 0.1
0.3 0.6
0.6 0.3
0.3 0.5
0.8 0.9
0.9 1.1
1.6 1.2
0.8 0.6
0.4 0.3
0.2 0.2
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
3.1 2.5
4.6 4.1
1.7 0.5
1.4 3.6
3.0 1.2
0.6 1.7
3.7 3.3
2.3 2.7
3.5 2.9
1.6 0.9
0.5 0.4
0.3 0.2
0.1 0.1
0.0 0.0
0.2 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
3.7 5.1
5.8 5.0
2.8 1.3
4.0 6.1
4.5 2.7
1.5 4.5
6.7 5.5
3.8 2.6
2.8 2.3
1.5 1.0
0.6 0.5
0.4 0.3
0.2 0.1
0.1 0.2
1.9 0.9
0.2 0.1
0.0 0.0
0.0 0.0
0.0 0.0
4.5 2.0
1.6 1.5
2.0 1.8
0.8 0.6
0.4 0.3
0.2 0.1
0.2 0.7
4.1 3.8
0.7 0.1
0.0 0.0
0.0 0.0
0.0 0.0
6.1 2.3
1.1 1.7
3.9 6.3
5.3 1.3
0.2 0.0
0.0 0.0
0.0 0.0
0.0 4.6
1.7 0.6
2.2 6.2
2.9 3.0
0.6 0.1
0.0 0.0
0.0 0.0
0.0 0.0
2.3 0.6
0.4 1.3
4.6 1.5
0.8 0.2
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.5
0.2 0.2
0.5 2.0
2.1 1.0
0.2 0.1
0.0 0.0
0.0 0.0
0.0 0.0
1.2 0.3
0.2 0.6
2.8 4.2
3.7 0.6
0.1 0.0
0.0 0.0
0.0 0.0
0.0 4.4
1.1 0.3
0.7 4.1
6.4 5.2
1.2 0.2
0.0 0.0
0.0 0.0
0.0 0.0
6.0 2.0
0.3 0.3
1.9 3.0
2.9 0.6
0.1 0.0
0.0 0.0
0.0 0.0
0.0 3.5
1.0 0.3
0.2 0.4
1.6 0.9
0.2 0.1
0.0 0.0
0.0 0.0
0.0 0.0
2.6 2.0
4.0 3.7
1.3 0.9
3.1 5.4
4.7 3.1
3.7 6.4
4.6 2.5
1.2 0.3
0.2 0.2
0.5 1.8
2.2 0.5
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.8
0.8 1.0
0.9 0.7
0.7 1.0
1.8 1.2
1.0 2.8
4.5 2.5
0.7 0.3
0.1 0.1
0.3 1.4
2.3 4.8
1.8 0.3
0.1 0.0
0.0 0.0
0.0 0.0
1.2 1.3
0.9 0.7
1.0 1.4
1.3 0.8
0.5 0.3
0.6 0.8
0.4 0.2
0.1 0.1
0.1 0.3
1.8 3.3
5.9 2.5
0.4 0.1
0.0 0.0
0.0 0.0
0.0 2.7
3.2 1.5
0.9 1.6
3.5 2.8
1.0 0.4
0.2 0.2
0.2 0.2
0.1 0.1
0.1 0.1
0.3 0.9
1.9 3.7
1.2 0.3
0.1 0.0
0.0 0.0
0.0 0.0
5.6 7.6
2.1 1.0
2.2 8.0
5.3 1.3
0.4 0.3
0.2 0.2
0.2 0.2
0.2 0.2
0.2 0.3
1.0 2.7
4.6 1.2
0.2 0.1
0.0 0.0
0.0 0.0
0.0 3.7
4.5 2.0
1.1 2.0
4.3 3.3
1.3 0.6
0.4 0.4
0.3 0.4
0.4 0.4
0.3 0.3
0.5 1.9
3.6 6.3
2.4 0.4
0.1 0.0
0.0 0.0
0.0 0.0
2.7 3.1
1.9 1.3
1.8 2.8
2.6 1.4
0.8 0.8
0.9 1.0
1.0 1.1
1.0 1.0
0.8 0.7
1.3 2.3
4.0 1.7
0.3 0.1
0.0 0.0
0.0 0.0
0.0 3.3
4.3 2.1
1.2 1.9
3.8 3.4
1.5 1.0
1.7 3.1
4.4 2.6
2.4 3.3
4.4 2.2
1.1 0.7
1.4 1.9
0.6 0.2
0.1 0.0
0.0 0.0
0.0 0.0
5.4 8.3
2.5 1.1
2.2 7.7
6.2 1.7
1.1 2.2
5.0 8.1
3.6 3.1
5.3 8.1
3.1 1.4
1.1 1.6
0.9 0.2
0.1 0.1
0.0 0.0
0.0 0.0
0.0 3.4
4.4 2.2
1.3 2.1
4.5 3.9
1.6 1.1
1.6 2.4
2.9 2.4
2.4 2.6
2.9 1.9
1.5 2.9
3.9 3.4
0.6 0.1
0.1 0.0
0.0 0.0
0.0 0.0
2.9 3.5
2.0 1.4
2.1 3.6
3.0 1.5
1.1 1.6
2.2 2.7
2.3 2.4
2.5 2.6
1.9 1.8
5.0 6.2
5.4 1.3
0.2 0.1
0.0 0.0
0.0 0.0
0.0 4.3
5.9 2.1
1.2 2.5
6.2 3.8
1.4 1.1
2.2 4.9
7.8 3.7
3.3 5.2
7.8 3.2
1.8 3.5
3.3 3.5
0.8 0.2
0.0 0.0
0.0 0.0
0.0 0.0
4.5 6.5
2.0 1.0
2.4 7.2
4.0 1.2
1.0 2.0
3.7 5.4
3.2 3.0
4.1 5.4
2.8 1.9
3.0 1.9
1.2 0.2
0.1 0.0
0.0 0.0
0.0 0.0
0.0 2.1
2.6 1.4
0.9 1.5
2.8 2.1
1.0 0.9
1.5 2.0
2.5 2.3
2.4 2.4
2.5 2.1
2.8 4.8
1.7 0.7
0.2 0.1
0.1 0.0
0.0 0.0
0.1 0.1
0.9 0.9
0.7 0.6
0.7 1.0
0.9 0.7
0.9 2.0
4.0 5.9
3.3 3.0
4.3 5.9
3.0 3.3
6.3 4.1
3.3 0.5
0.1 0.1
0.0 0.0
0.1 0.2
0.2 0.4
0.3 0.3
0.3 0.3
0.4 0.4
0.5 0.8
1.9 4.5
7.1 3.3
2.9 4.8
7.1 3.0
2.0 3.8
6.6 5.3
1.2 0.2
0.1 0.1
0.3 0.3
0.3 0.3
0.2 0.1
0.1 0.1
0.2 0.2
0.4 0.9
0.6 1.0
1.5 1.9
1.6 1.6
1.7 1.9
1.3 0.9
1.4 3.1
4.5 5.7
3.7 1.0
1.6 3.1
6.7 4.9
5.1 3.4
0.8 0.4
0.5 0.6
0.6 0.6
0.5 0.4
4.0 1.8
0.6 0.5
0.5 0.6
0.7 0.6
0.5 0.5
0.5 0.6
1.9 4.1
5.1 2.6
0.5 0.9
3.1 5.4
3.8 2.7
1.5 0.9
1.0 0.9
1.1 0.9
0.6 0.5
0.4 5.9
4.3 0.8
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.3
0.3 0.5
1.2 1.3
0.6 0.3
0.4 0.9
1.6 1.1
1.1 1.0
1.3 1.7
1.8 1.5
0.9 0.6
0.4 0.3
4.7 3.6
0.8 0.3
0.2 0.3
0.3 0.3
0.2 0.2
0.3 0.3
0.4 0.7
0.9 0.5
0.3 0.4
0.7 1.1
1.2 1.2
1.1 1.9
3.2 3.5
2.1 1.1
0.5 0.3
0.2 3.3
1.6 0.6
0.4 0.4
0.5 0.6
0.5 0.4
0.4 0.4
0.4 1.0
3.3 4.2
1.9 0.5
0.6 2.0
4.1 3.0
2.0 1.4
1.9 2.6
2.3 1.2
0.5 0.3
0.1 0.1
4.2 1.2
0.9 1.1
1.3 1.2
1.3 1.2
1.3 1.0
0.7 1.0
6.1 3.2
1.2 0.8
0.9 0.5
0.2 0.1
0.0 0.0
5.9 2.2
1.9 3.6
5.4 2.9
2.6 3.9
5.4 2.6
1.7 2.8
6.5 5.2
1.2 0.4
0.4 0.3
0.1 0.1
0.0 0.0
4.2 1.8
2.2 4.7
7.4 3.5
3.1 5.0
7.4 3.3
3.1 5.0
4.8 4.0
1.1 0.2
0.2 0.1
0.1 0.1
0.0 0.0
1.8 1.0
1.5 2.1
2.5 2.2
2.3 2.4
2.5 2.1
3.0 6.2
2.6 1.7
0.3 0.1
0.1 0.1
0.1 0.0
0.0 0.0
1.0 0.8
1.6 2.5
3.1 2.5
2.5 2.8
3.1 2.1
1.9 3.9
1.3 0.5
0.2 0.1
0.1 0.1
0.0 0.0
0.0 0.0
2.9 1.2
2.2 5.2
8.4 3.9
3.4 5.5
8.4 3.4
1.8 2.8
3.8 2.1
0.3 0.1
0.1 0.0
0.0 0.0
0.0 0.0
4.6 1.4
1.9 3.3
4.5 3.0
3.0 3.7
4.6 2.6
2.0 4.7
5.7 4.7
1.0 0.2
0.1 0.0
0.0 0.0
0.0 0.0
2.8 1.2
1.7 2.2
2.7 2.5
2.6 2.6
2.7 2.0
1.7 3.8
4.7 3.9
1.0 0.1
0.1 0.0
0.0 0.0
0.0 0.0
1.8 1.2
2.4 4.9
7.2 4.0
3.7 5.3
7.2 3.4
1.7 1.5
2.6 1.7
0.3 0.1
0.1 0.0
0.0 0.0
0.0 0.0
3.9 1.5
2.8 5.5
7.9 4.6
4.3 5.9
7.9 3.9
1.9 1.0
1.4 0.9
0.3 0.1
0.1 0.0
0.0 0.0
0.0 0.0
4.2 1.6
2.7 5.7
8.5 4.6
4.2 6.1
8.5 3.9
1.9 1.6
2.2 3.9
1.0 0.2
0.1 0.0
0.0 0.0
0.0 0.0
1.9 1.1
2.2 4.3
6.2 3.7
3.4 4.7
6.2 3.1
1.7 2.4
3.8 6.2
2.3 0.3
0.1 0.0
0.0 0.0
0.0 0.0
1.0 0.9
1.5 1.9
2.3 2.3
2.4 2.3
2.3 1.8
1.3 1.6
2.5 4.1
1.6 0.3
0.1 0.0
0.0 0.0
0.0 0.0
3.5 1.3
1.9 3.1
4.2 2.9
2.8 3.5
4.2 2.4
1.4 1.2
3.0 3.6
0.9 0.2
0.1 0.0
0.0 0.0
0.0 0.0
5.8 2.3
2.4 5.3
8.5 3.9
3.4 5.6
8.6 3.4
1.6 1.9
3.1 5.0
1.6 0.3
0.1 0.0
0.0 0.0
0.0 0.0
4.6 2.0
1.9 2.7
3.4 2.7
2.7 3.0
3.4 2.2
1.4 2.3
4.0 5.8
2.2 0.3
0.1 0.0
0.0 0.0
0.0 0.0
4.1 1.8
1.8 2.5
3.1 2.6
2.6 2.9
3.1 2.1
1.3 1.3
1.6 3.1
0.9 0.2
0.1 0.0
0.0 0.0
0.0 0.0
5.2 4.0
2.7 5.2
8.3 3.8
3.4 5.5
8.3 3.3
1.5 0.9
1.2 0.9
0.3 0.1
0.1 0.0
0.0 0.0
0.0 0.0
6.6 5.3
2.6 3.4
4.7 3.0
2.9 3.7
4.7 2.5
1.5 2.0
3.1 1.7
0.3 0.1
0.0 0.0
0.0 0.0
0.0 0.0
3.6 3.0
1.7 1.9
2.2 2.1
2.2 2.1
2.2 1.7
1.7 4.3
5.0 4.3
0.9 0.1
0.0 0.0
0.0 0.0
0.0 0.0
1.7 1.2
2.0 3.7
5.4 3.1
2.9 4.0
5.4 2.6
1.8 4.3
5.5 4.6
1.2 0.2
0.0 0.0
0.0 0.0
0.0 0.0
0.8 0.9
0.9 0.8
0.8 0.9
0.8 0.9
0.9 2.0
4.8 7.5
3.4 3.0
5.0 7.6
3.0 1.6
2.4 2.8
2.3 0.4
0.1 0.0
0.0 0.0
0.0 0.0
0.0 1.3
1.9 2.2
1.5 1.4
2.1 1.9
1.0 0.8
1.2 1.7
2.1 1.7
1.7 1.9
2.1 1.5
1.7 3.7
1.3 0.6
0.2 0.1
0.0 0.0
0.0 0.0
0.0 0.0
1.9 3.9
5.7 2.4
2.2 5.3
4.4 1.3
0.6 0.6
0.6 0.6
0.7 0.7
0.6 0.6
0.8 2.5
6.3 3.3
1.6 0.3
0.1 0.0
0.0 0.0
0.0 0.0
0.0 2.1
4.8 7.5
2.8 2.5
7.0 5.7
1.8 0.9
0.8 0.7
0.7 0.7
0.7 0.7
0.6 0.7
1.7 4.9
5.3 4.2
0.8 0.1
0.0 0.0
0.0 0.0
0.0 0.0
2.1 3.1
3.8 2.5
2.4 3.8
3.5 1.9
1.1 0.9
1.1 1.2
1.2 1.0
0.7 0.7
0.7 0.9
2.0 6.2
4.5 1.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 2.1
2.7 3.2
2.4 2.2
3.2 3.1
1.8 1.2
1.2 1.7
2.2 2.1
1.4 0.9
0.7 0.6
0.6 0.8
2.5 4.2
6.3 4.1
0.9 1.5
3.6 6.7
4.9 4.1
2.1 0.4
0.1 0.0
0.0 0.0
0.0 0.0
0.0 2.0
3.7 6.0
2.8 2.3
5.3 5.1
1.8 1.1
1.5 2.4
3.7 3.3
1.9 1.0
0.6 0.4
0.4 0.4
0.9 2.3
3.1 1.3
0.3 0.5
1.8 3.2
1.9 1.2
0.4 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 1.9
4.1 7.7
2.8 2.1
6.3 6.0
1.7 0.9
1.0 1.3
1.9 1.7
1.1 0.8
0.5 0.3
0.3 0.2
0.3 0.5
0.5 0.2
0.1 0.1
0.3 0.5
0.3 0.2
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 1.5
2.2 3.1
1.9 1.6
2.8 2.7
1.2 0.5
0.3 0.3
0.8 0.6
0.2 0.2
0.2 0.2
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.9
1.0 1.1
0.9 0.9
1.1 1.0
0.5 0.3
0.2 0.2
0.3 0.3
0.2 0.1
0.0 0.0
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.4
0.4 0.4
0.4 0.4
0.4 0.3
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.2 0.2
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
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0.0 0.0
0.0 0.0
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0.0 0.0
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0.0 0.0
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0.0 0.0
0.0 0.0
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0.0 0.0
0.0 0.0
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0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 A3
A3
D D D
D D D
D D D
D D D
D D D
D D D
D
D
D D
D D
D D
D
D D
D
D
A3
LIGHTING FIXTURE LEGEND
LED POST LIGHT - 18FT POLE
TYPE _ LIGHTING DISTRIBUTION
W/ MOTIONS RESPONSE SENSOR
3000° KELVIN
LED POST LIGHT - 12FT POLE
TYPE _ LIGHTING DISTRIBUTION
3000° KELVIN
LED TRELLIS LIGHT
3000° KELVIN
LED PALM TREE RING MOUNTED
UPLIGHTS
3000° KELVIN
LED CARPORT LIGHT
3000° KELVIN
A3
B C D
A
A
A
A
LED WALL PACK
3000° KELVIN
HUMPHREYS & PARTNERS ARCHITECTS, L.P.ROSEMOUNT AVE., CATHEDRAL CITY, APN 670-110-043 HPA PROJECT# 2023158 PLANNING # 23-001
THE WREN
5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com ARCHITECT: VELY ZAJEC, [email protected], 949.468.5866 OWNER: STEFAN VOGEL, [email protected], 626.277.6782
COACHELLA VALLEY COMMUNITY DEVELOPMENT GROUP
36101 BOB HOPE DRIVE, SUITE E5, RANCHO MIRAGE, CA 92270 PROJECT:
LIGHTING DESIGN | ELECTRICAL ENGINEERING
27201 Calle Juanita
Dana Point, CA 92624
Ph. 949.201.1333
candelaengineering.com
CANDELA Engineering Inc.
EP-01
PARTIAL PHOTOMETRIC SITE PLAN
SCALE: 1" = 20'-0"
MATCHLINE SEE SHEET EP-02
25'-0"
25'-0"
83'-0"
49'-0"
#5
#6
#7
#8
25'-0"
type A
type A
type B
type B
type B
POOL EQUIPMENT ROOM
AV
EQUIP.
MOP
SINK &
HOSE
BIBB COUNTERCOUNTER
PARCELS
MAIL ROOM: 204 UNITS
438 SF
VISITORS
BATHROOM
WORK ROOM
138 SF
215 SF
W
SERVING POOL DECK
215 SF
M
SERVING POOL DECK
SHOW
KITCHEN
ELEC. ROOM
35 SF
MAINT.
32 SF
STORAGE
48 SF
+/-1745 SF
FITNESS CENTER
INCLUDING YOGA RM
FAMILY LOUNGE/
GAME ROOM/
PRIVATE EVENTS
1,380 SF
COVERED OUTDOOR
FITNESS DECK
+/-600 SF
DECK
+/-840 SF
9'-0"
18'-0"
CLUB
HOUSE
ACK
PERTY LINE
EWALK
DRIVE
22'-0"
MAIL AND
DELIVERIES
15 16
13 19
21 14
17 26
18 2890
91 96
97 102
103
104
105
106
107
108
112
113
114
115
116
117
118
120
121
122
123
124
109
110
2027
#9
type B
7 15'-0"
EVR
EVR
EVR
12'-0"
POOL
30 x 75
TRELLIS
SPA
8 x 8 PLANTERS
(TBD)
KIDDY
FOUNTAIN
TYP.
8 x 8 PLANTERS
TYP.
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
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0.0 0.0
0.0 0.0
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0.0 0.0
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0.0 0.0
0.0 0.0
0.0 0.0
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0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.2
0.1 0.1
0.1 0.3
0.5 0.3
0.1 0.2
0.8 1.1
0.4 0.5
1.0 0.7
0.2 0.1
0.3 0.6
0.4 0.2
0.1 0.3
0.5 0.4
0.2 0.3
0.6 0.4
0.2 0.1
0.3 0.5
0.4 0.2
0.2 0.6
1.1 0.6
0.4 0.6
2.2 3.2
1.6 0.5
1.5 4.1
4.6 2.5
3.1 5.1
3.2 1.0
0.5 2.0
3.7 2.1
0.6 0.5
1.9 3.3
1.9 0.8
2.0 3.6
2.3 0.7
0.4 1.7
3.4 2.2
0.7 0.8
3.4 5.2
3.1 1.3
2.1 4.7
6.2 3.4
1.4 3.2
5.1 5.7
4.0 5.1
6.5 3.7
2.1 1.7
4.6 6.5
3.6 1.7
1.6 4.6
6.6 3.7
2.8 5.7
6.7 3.8
1.9 1.3
4.4 6.5
3.7 2.0
2.1 4.3
6.5 3.7
1.4 3.3
4.0 1.4
4.8 6.3
0.7 3.8
5.0 0.2
1.1 2.8
0.1 0.3
0.7 0.2
1.0 2.0
0.7 3.2
3.7 1.0
4.9 6.4
0.5 2.7
4.5 4.9
3.2 4.4
5.7 3.3
0.7 1.3
3.4 4.1
2.0 2.5
4.3 2.6
0.7 1.5
3.8 5.7
4.3 3.4
5.2 5.6
3.5 0.6
0.6 2.0
3.2 5.5
5.5 4.1
3.7 5.6
4.3 1.2
0.8 2.7
4.5 2.6
2.9 1.1
1.6 1.9
1.0 0.6
0.6 0.8
0.7 0.4
0.5 0.8
0.5 0.3
0.4 1.1
1.6 0.9
1.7 3.9
4.0 1.4
0.3 0.2
0.4 1.7
4.1 3.9
1.5 0.9
1.7 0.9
0.4 0.3
0.6 1.0
0.8 1.5
0.9 0.7
0.9 1.2
1.3 0.8
0.4 0.3
0.3 0.5
0.7 0.4
0.2 0.3
0.3 0.3
0.3 0.4
0.8 0.7
0.3 0.2
0.2 0.2
0.4 0.9
0.8 0.4
0.4 0.5
0.7 0.5
0.3 0.4
0.7 1.2
2.8 1.2
0.7 1.0
2.5 3.2
1.4 0.5
0.3 0.9
2.9 3.5
1.6 0.5
0.9 1.1
0.4 0.2
0.3 0.5
0.5 0.3
0.3 0.5
0.4 0.2
0.4 1.0
1.1 0.6
1.5 3.2
2.3 0.9
0.5 1.0
2.7 6.6
1.7 0.7
1.2 5.0
7.9 2.1
0.5 0.5
2.7 5.1
5.8 3.4
2.5 4.5
4.3 1.9
0.5 1.1
2.6 2.1
1.0 1.6
2.7 1.5
0.6 1.9
4.5 4.2
2.4 4.5
6.4 4.0
2.2 0.7
1.3 5.6
4.2 1.5
0.8 1.2
3.2 4.3
1.7 0.6
0.4 0.7
1.3 3.7
2.3 1.4
0.9 1.1
2.0 2.2
1.3 0.6
0.3 0.5
1.3 2.7
2.3 1.3
0.8 1.0
1.8 2.2
1.3 0.6
0.3 0.5
1.2 3.3
4.8 1.7
0.7 1.0
3.0 4.7
1.9 0.6
0.2 0.4
1.3 5.4
6.6 1.8
0.6 1.0
4.3 8.0
2.4 0.5
0.2 0.5
1.3 3.4
2.8 1.3
0.6 0.9
2.3 3.2
1.5 0.5
0.2 0.5
1.3 2.9
1.3 1.0
0.8 0.9
1.4 1.6
1.1 0.7
0.5 0.4
1.2 4.3
0.9 1.0
1.1 1.3
1.2 1.1
0.9 0.7
0.7 0.5
1.1 4.5
0.9 1.2
1.7 2.1
1.7 1.2
0.9 0.9
0.9 0.8
1.0 2.1
0.9 1.7
2.9 3.9
2.8 1.6
1.0 1.3
3.4 5.7
5.6 3.6
1.3 3.0
5.5 5.3
3.3 1.4
2.4 5.6
4.6 4.2
3.6 5.7
3.3 1.6
2.7 4.6
5.9 4.0
1.2 2.7
4.7 6.1
4.3 1.1
0.9 0.7
1.1 1.8
2.2 1.8
1.1 0.8
0.7 2.0
4.3 4.0
1.4 0.6
1.9 4.3
3.9 1.4
0.8 2.9
5.3 4.8
3.1 4.0
5.7 3.6
0.8 1.3
3.5 4.3
1.7 0.5
1.4 3.9
5.6 2.5
0.5 0.4
0.3 0.2
0.5 0.1
0.5 0.3
0.4 0.4
0.6 1.1
0.9 0.5
0.4 0.5
1.0 0.8
0.4 0.3
0.7 1.7
1.2 0.7
1.2 1.7
0.8 0.3
0.3 0.7
0.7 0.3
0.2 0.5
2.4 4.2
1.3 0.5
0.2 0.5
0.8 0.6
0.5 0.6
1.0 2.1
1.1 1.0
1.2 0.9
1.8 1.2
2.4 1.8
1.5 0.5
0.6 2.3
0.7 0.3
0.2 0.2
0.1 0.2
0.6 3.2
6.5 2.1
3.8 1.3
0.9 2.1
3.7 4.1
3.8 2.7
3.1 3.4
3.2 2.2
2.6 2.1
1.8 0.8
1.5 2.7
1.8 3.1
1.3 0.2
0.2 0.2
0.4 2.0
4.7 5.8
2.1 1.8
2.4 2.3
2.1 1.9
1.7 1.6
1.3 1.2
1.2 0.9
0.7 0.9
1.2 1.6
1.4 1.9
2.7 1.7
0.9 1.0
0.5 0.2
0.5 1.8
6.6 2.6
1.7 1.8
1.6 1.3
1.0 0.9
0.8 0.4
0.4 0.4
0.3 0.2
0.5 0.9
1.0 1.0
1.2 1.5
3.3 3.7
4.0 1.6
0.3 0.5
1.5 6.4
2.6 1.7
1.8 1.5
1.1 0.8
0.6 0.4
0.3 0.2
0.2 0.1
0.2 0.4
0.6 0.7
0.7 0.8
1.0 2.5
2.9 2.9
1.1 0.5
1.9 3.5
6.6 2.7
0.5 1.7
1.5 1.0
0.7 0.5
0.4 0.2
0.1 0.1
0.1 0.2
0.3 0.5
0.7 0.7
0.7 0.8
3.1 4.1
4.2 1.7
0.7 3.5
6.5 5.7
2.5 1.5
1.6 1.4
1.1 0.8
0.5 0.4
0.2 0.2
0.2 0.2
0.3 0.4
0.6 0.8
0.9 0.8
0.8 2.0
2.4 2.3
1.0 0.5
2.1 4.7
6.7 2.8
1.3 1.3
1.4 1.3
1.0 0.7
0.4 0.3
0.4 0.4
0.4 0.4
0.7 0.9
1.3 1.3
1.1 1.1
3.1 3.3
3.5 1.8
0.3 0.6
1.8 5.7
2.5 1.1
1.2 1.7
2.0 1.7
1.1 0.8
0.6 1.0
1.1 0.9
1.0 1.3
1.5 2.1
1.8 1.5
1.5 2.5
2.3 2.6
1.3 0.3
0.9 2.0
4.7 2.1
0.9 1.0
1.6 2.9
3.2 1.4
2.3 2.0
2.4 2.0
2.4 2.5
2.4 2.7
2.2 1.2
1.9 1.7
0.9 1.1
1.1 0.5
0.7 3.0
3.5 2.1
1.1 0.8
1.1 1.2
0.7 1.0
0.7 2.5
1.6 1.6
1.3 3.3
2.5 1.7
1.5 0.9
0.7 1.2
1.2 2.1
4.7 3.6
2.3 1.3
5.0 6.6
0.6 0.2
0.7 0.6
0.7 0.9
1.4 1.6
0.4 0.4
0.4 0.3
0.3 0.3
0.3 0.8
0.9 0.4
0.3 0.3
0.3 0.4
0.9 3.0
5.6 4.8
1.9 0.7
3.2 5.1
1.9 2.2
1.8 1.2
0.9 0.8
0.8 0.5
0.4 0.4
0.4 0.4
0.5 0.9
1.3 2.0
2.1 1.5
1.0 0.6
0.4 0.4
0.4 0.9
2.0 1.4
0.5 0.5
2.4 4.2
3.0 4.0
2.8 1.7
0.9 0.7
0.5 0.5
0.4 0.4
0.5 0.5
0.7 1.2
2.1 3.5
3.7 2.4
1.3 0.7
0.5 0.5
0.4 0.4
0.4 0.3
0.3 1.1
4.4 5.5
1.9 2.5
2.2 1.7
1.4 0.9
0.6 0.5
0.5 0.5
0.6 0.7
1.1 1.5
1.9 2.5
2.4 1.7
1.3 1.0
0.7 0.5
0.4 0.3
0.2 0.1
0.2 0.8
4.2 5.3
0.7 0.6
0.7 0.9
1.9 4.0
4.8 4.8
4.2 2.0
0.8 0.6
0.5 0.5
0.6 1.0
2.8 4.5
4.8 5.2
3.4 2.4
2.7 1.6
0.8 0.7
0.5 0.3
0.2 0.1
0.1 0.3
1.6 3.5
1.0 0.5
0.5 0.8
3.5 6.1
8.5 8.5
6.6 3.5
1.2 0.5
0.4 0.4
0.6 2.0
5.1 8.3
8.4 8.2
5.1 6.1
6.6 3.8
1.5 1.8
0.9 0.3
0.2 0.1
0.1 0.2
0.5 1.4
0.6 0.4
0.3 0.3
0.4 1.1
4.3 3.5
0.7 0.2
0.1 0.1
0.3 1.4
3.3 1.2
0.4 0.3
0.3 0.9
1.3 6.4
5.4 1.3
0.2 0.1
0.1 0.5
3.1 6.0
4.5 2.1
0.5 0.9
3.3 2.4
3.3 3.3
0.8 0.2
0.1 0.1
0.4 2.3
4.9 6.5
4.3 0.9
1.9 5.9
5.9 1.9
1.1 0.2
0.1 0.1
0.1 0.2
0.7 2.3
5.7 3.3
0.8 1.5
5.9 4.9
2.0 0.6
0.2 0.1
0.1 0.1
0.2 0.4
1.2 6.5
3.6 0.8
1.6 5.1
4.6 4.6
1.7 0.3
0.1 0.1
0.1 0.3
1.5 3.3
6.6 4.5
1.1 2.0
6.2 5.4
6.2 2.6
0.4 0.1
0.1 0.1
0.6 3.3
6.1 3.6
2.4 0.6
1.0 4.2
3.4 3.5
1.3 0.3
0.1 0.1
0.1 0.5
2.5 5.1
3.5 1.1
0.4 0.8
2.8 3.0
2.5 0.7
0.2 0.1
0.1 0.1
0.3 0.9
2.8 1.8
1.0 0.8
4.9 3.0
0.7 1.6
4.6 4.1
4.7 1.7
0.3 0.1
0.1 0.1
0.3 0.6
1.4 2.2
1.8 1.3
6.5 4.4
1.0 1.8
5.7 5.3
6.3 2.7
0.4 0.1
0.1 0.1
0.3 0.6
2.0 5.6
3.7 1.9
6.2 3.0
0.7 1.0
4.9 5.1
3.4 1.4
0.3 0.1
0.1 0.2
0.3 0.7
2.3 7.4
4.5 2.1
6.3 3.7
0.8 1.5
4.6 4.9
1.6 0.5
0.2 0.1
0.2 0.3
0.5 0.9
1.9 3.6
3.0 2.1
5.8 4.0
0.9 1.5
5.2 5.3
3.3 1.8
0.3 0.2
0.3 0.4
0.6 0.9
1.7 3.0
2.8 2.1
3.2 1.7
0.4 0.5
2.8 3.3
5.1 4.5
1.0 0.4
0.5 0.6
0.7 0.8
2.0 5.6
4.3 2.0
1.0 0.3
0.2 0.2
0.4 0.8
5.3 4.6
1.5 0.7
0.7 0.7
0.6 0.8
2.1 7.0
4.9 1.9
1.2 0.3
0.2 0.7
2.2 4.8
6.6 6.9
5.3 3.0
0.8 0.2
0.1 0.1
0.4 1.5
2.8 7.0
5.8 6.6
3.1 1.1
0.2 0.2
0.3 2.7
2.6 1.1
1.0 0.9
0.6 0.5
0.7 1.5
2.9 2.5
1.5 0.4
0.1 0.2
0.5 2.4
5.1 7.6
7.3 5.8
2.9 0.6
0.3 0.3
0.3 0.4
1.4 4.0
7.6 8.1
6.9 4.0
0.7 0.2
0.1 0.2
1.4 1.3
1.4 1.3
1.1 0.7
0.5 0.5
0.8 1.1
1.0 0.9
0.1 0.1
0.1 0.2
0.7 1.9
2.3 2.5
2.1 1.2
0.9 0.9
0.9 0.9
0.8 1.0
1.6 2.5
2.4 2.3
1.0 0.3
0.1 0.3
0.6 1.0
1.6 2.5
2.7 1.5
0.8 0.4
0.3 0.3
0.4 0.4
0.4 0.3
0.3 0.3
0.3 0.5
0.7 0.9
1.1 1.1
1.1 1.2
1.4 1.7
1.7 1.3
1.1 1.0
0.9 0.8
0.6 0.4
0.3 0.3
0.5 0.7
1.2 2.1
3.7 2.8
1.1 0.3
0.1 0.1
0.1 0.1
0.1 0.1
1.0 0.9
0.9 0.8
0.8 0.8
0.8 0.8
0.8 0.9
1.3 2.2
3.4 3.1
2.0 1.0
0.7 0.5
0.5 0.4
0.4 0.4
0.5 0.7
0.8 1.0
1.8 2.0
1.3 0.7
0.3 0.1
0.1 0.1
0.1 0.1
0.1 1.5
1.8 1.6
1.2 1.1
0.9 0.8
0.8 0.6
0.8 1.1
1.7 2.7
2.5 1.5
0.9 0.5
0.4 0.4
0.4 0.4
0.4 0.5
0.5 0.5
0.7 0.9
0.6 0.5
0.4 0.2
0.1 0.1
0.1 0.0
0.0 0.0
2.6 3.6
2.8 1.7
0.9 0.7
0.6 0.6
0.5 0.4
0.5 0.4
0.8 0.7
0.4 0.4
0.3 0.3
0.3 0.3
0.3 0.3
0.4 0.4
0.4 0.4
0.3 0.1
0.2 0.2
0.1 0.1
0.0 0.0
0.0 0.0
0.0 1.9
2.7 2.1
1.3 0.8
0.5 0.4
0.4 0.2
0.2 0.1
0.3 0.4
0.4 0.2
0.1 0.1
0.1 0.1
0.2 0.2
0.2 0.3
0.3 0.3
0.2 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.4 0.0
0.5 0.3
0.3 0.3
0.2 0.2
0.2 0.1
0.1 0.1
0.2 0.1
0.1 0.1
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.2
0.2 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.3
0.4 0.3
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
A3
A3
A3
A3 A3
A3
B
A
A
AA
A
A
AA
A
A
AA
A
A
AA
A
A
AA
A
A
AA
A
A
A A
A
A
A A
A
A
A A
A
A
A A
A
A
A A
C C C C C C C C
C C C
C C C
D
D
D
D
D
D
D
LIGHTING FIXTURE LEGEND
LED POST LIGHT - 18FT POLE
TYPE _ LIGHTING DISTRIBUTION
W/ MOTIONS RESPONSE SENSOR
3000° KELVIN
LED POST LIGHT - 12FT POLE
TYPE _ LIGHTING DISTRIBUTION
3000° KELVIN
LED TRELLIS LIGHT
3000° KELVIN
LED PALM TREE RING MOUNTED
UPLIGHTS
3000° KELVIN
LED CARPORT LIGHT
3000° KELVIN
A3
B C D
A
A
A
A
LED WALL PACK
3000° KELVIN
HUMPHREYS & PARTNERS ARCHITECTS, L.P.ROSEMOUNT AVE., CATHEDRAL CITY, APN 670-110-043 HPA PROJECT# 2023158 PLANNING # 23-001
THE WREN
5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com ARCHITECT: VELY ZAJEC, [email protected], 949.468.5866 OWNER: STEFAN VOGEL, [email protected], 626.277.6782
COACHELLA VALLEY COMMUNITY DEVELOPMENT GROUP
36101 BOB HOPE DRIVE, SUITE E5, RANCHO MIRAGE, CA 92270 PROJECT:
LIGHTING DESIGN | ELECTRICAL ENGINEERING
27201 Calle Juanita
Dana Point, CA 92624
Ph. 949.201.1333
candelaengineering.com
CANDELA Engineering Inc.
EP-02
PARTIAL PHOTOMETRIC SITE PLAN
SCALE: 1" = 20'-0"
MATCHLINE SEE SHEET EP-01
MATCHLINE SEE SHEET EP-03
#2 #3
#4
15'-0"63'-0"
LOADING ZONE 1
#1 type A
type Atype Atype A
YOGA ROOM
+/- 270 SF
WORK ROOM
138 SF
CONFERENCE
233 SF LEASING CENTER
215 SF
+/-1745 SF
FITNESS CENTER
INCLUDING YOGA RM
LOBBY
630 SF
COVERED OUTDOOR
FITNESS DECK
+/-600 SF
ZEN GARDEN
+/- 200 SF
49'-0"
HOUSE
SETBACK
PROPERTY L
SIDEWALK
DATE PALM DRIV
25'-0"
25'-0"
21'-0"
25'-0"
21'-0"
142'-0" 142'-0"
127
12 13
1 2 3 4 5 6 7 8 9 10 11
14 126
117
118
119
124
125
109
110
111
TR#2
TR#1
EVR EVR EVR EVR
10 16
EVR
EVR
EVR
5' WIDE
SIDEWALK TYP.
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.2 0.5
0.5 0.2
0.1 0.1
0.2 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.4 0.6
0.3 0.1
0.1 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.2 1.5
3.6 2.8
0.9 0.2
0.5 1.2
0.7 0.2
0.5 1.1
0.7 0.2
0.6 2.6
4.0 2.0
0.4 0.1
0.1 0.1
0.2 0.4
0.5 0.3
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.7
4.1 6.1
4.3 2.4
1.1 3.3
5.2 3.2
1.4 3.0
5.1 3.2
1.2 2.0
4.7 6.3
3.4 1.3
0.3 0.1
0.1 0.7
2.5 3.5
1.7 0.4
0.6 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.7 0.7
0.2 0.1
0.4 2.4
5.3 6.3
3.4 1.3
2.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.4
2.0 2.3
0.5 0.3
0.7 3.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.2
1.1 4.4
5.0 1.3
0.5 1.6
4.7 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 1.1
5.0 5.0
1.6 0.5
1.6 5.3
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.4
1.1 4.5
5.2 1.3
0.4 0.6
2.7 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.2 0.2
0.6 2.3
5.7 5.9
2.6 0.5
0.3 0.8
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.2
0.3 0.7
2.8 8.1
8.3 3.5
0.7 0.7
2.6 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.2 0.4
0.8 2.8
7.9 8.1
3.4 0.8
1.8 5.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.2
0.5 0.8
2.5 6.3
6.1 2.8
0.7 1.5
5.1 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.3 0.7
1.0 1.5
3.4 3.2
1.2 0.4
0.6 2.4
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.2
1.1 1.7
1.2 1.1
1.0 1.0
3.3 6.1
6.6 6.0
6.8 4.9
3.4 4.0
6.7 6.5
4.9 6.4
4.3 1.0
0.7 0.9
0.4 0.3
0.3 0.7
2.4 3.8
6.6 4.9
3.2 0.0
0.0 0.0
0.0 0.1
0.1 0.3
0.5 1.8
2.8 1.7
1.0 0.5
0.3 1.5
3.4 3.1
3.1 4.3
2.5 1.2
2.8 4.2
2.7 2.8
3.7 1.7
0.3 0.3
0.4 0.4
0.3 0.4
0.4 1.0
3.1 5.0
2.9 1.1
0.0 0.0
0.0 0.0
0.1 0.1
0.3 0.0
0.0 3.9
2.0 1.0
0.4 0.2
0.4 0.8
0.8 0.8
1.0 0.6
0.4 0.8
1.0 0.7
0.8 0.8
0.4 0.2
0.2 0.3
0.5 0.5
0.4 0.4
0.6 1.2
1.8 1.5
0.9 0.0
0.0 0.0
0.0 0.1
0.1 0.2
0.4 1.8
2.8 1.6
1.0 0.5
0.2 0.7
1.9 1.8
1.7 2.3
1.3 0.7
1.5 2.4
1.5 1.5
2.0 0.9
0.3 0.2
0.4 0.5
0.6 0.5
0.5 0.6
1.1 2.7
2.8 1.2
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.2
1.1 1.6
1.2 1.0
0.7 0.5
3.2 5.7
5.3 6.3
6.6 3.7
2.6 4.8
6.3 4.8
5.6 5.9
3.2 0.8
0.3 0.5
0.6 0.7
0.6 0.5
0.5 1.5
6.2 6.6
1.7 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.3 0.7
0.9 1.3
2.3 1.7
1.7 1.0
0.9 0.9
0.8 0.7
1.4 4.0
4.2 1.5
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.2
0.4 0.8
2.2 4.6
2.8 5.1
2.4 1.4
1.6 1.2
0.7 1.2
2.3 2.3
1.4 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.2 0.4
0.8 3.2
8.3 5.5
8.5 4.3
2.1 2.8
1.9 0.8
1.3 2.2
2.3 1.3
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.2
0.3 0.8
2.8 8.3
4.9 8.4
4.3 2.5
4.0 2.4
0.4 1.5
4.1 4.8
1.7 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.2
0.6 2.5
7.1 5.9
8.0 4.1
2.2 3.1
2.0 0.8
1.5 5.5
6.6 1.8
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.4
1.2 5.1
4.7 3.9
2.2 1.5
1.9 1.4
0.6 1.1
2.6 2.8
1.3 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 1.0
4.0 4.6
1.5 1.0
1.1 1.1
1.0 0.7
0.8 1.3
1.3 1.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.2
1.2 5.2
6.4 0.6
0.7 0.8
0.8 0.7
0.7 0.7
0.9 0.9
1.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.5
2.9 4.2
0.4 0.6
0.6 0.6
0.6 0.6
0.6 0.8
0.9 1.2
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.6
1.6 0.5
0.5 0.5
0.5 0.5
0.6 0.5
0.6 0.9
1.7 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.2
1.2 2.9
6.1 4.3
2.4 1.6
3.6 6.3
4.5 2.2
3.6 6.4
4.5 1.7
2.4 4.1
6.2 4.1
1.2 0.4
0.4 0.4
0.4 0.4
0.4 0.4
0.7 1.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.7
2.8 5.2
4.1 1.2
0.5 1.3
2.3 1.3
0.7 1.4
2.5 1.4
0.6 1.6
4.0 5.6
3.1 0.6
0.3 0.3
0.3 0.3
0.3 0.3
0.2 0.3
0.2 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.5
1.3 0.8
0.2 0.2
0.3 0.4
0.3 0.3
0.5 0.6
0.6 0.6
0.8 1.7
2.2 1.1
0.7 0.5
0.4 0.4
0.3 0.3
0.0 0.0
0.1 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.2
0.2 0.1
0.1 0.1
0.2 0.3
0.3 0.4
0.4 0.6
1.0 1.7
2.8 3.2
2.0 1.2
0.7 0.4
0.4 0.3
0.3 0.0
0.0 0.1
0.1 0.2
0.2 0.2
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.2 0.2
0.2 0.3
0.3 0.4
0.5 0.5
0.6 1.0
1.8 2.9
3.2 2.2
1.2 0.8
0.6 0.5
0.5 0.6
0.0 0.0
0.1 0.2
0.2 0.3
0.4 0.5
0.5 0.6
0.7 0.7
0.7 0.6
0.5 0.5
0.4 0.3
0.3 0.4
0.4 0.5
0.6 0.8
1.0 1.2
1.5 1.6
1.4 1.2
1.0 0.8
0.7 0.6
1.2 0.0
0.0 0.1
0.2 0.3
0.4 0.5
0.7 0.9
1.1 1.3
1.4 1.3
1.0 0.9
0.7 0.6
0.5 0.4
0.4 0.4
0.4 0.4
0.5 0.7
0.7 0.8
0.9 0.9
0.9 0.8
0.7 0.7
0.6 1.3
0.0 0.0
0.1 0.2
0.3 0.4
0.5 0.6
0.8 1.5
2.4 2.9
2.1 1.2
0.8 0.6
0.5 0.4
0.4 0.3
0.3 0.3
0.3 0.2
0.2 0.2
0.2 0.3
0.4 0.4
0.5 0.6
0.6 0.5
1.1 0.0
0.0 0.1
0.1 0.2
0.3 0.4
0.5 0.9
1.6 2.8
3.4 2.6
2.0 1.3
0.6 0.5
0.5 0.5
0.4 0.3
0.2 0.2
0.2 0.2
0.2 0.5
0.9 0.6
0.5 0.5
0.6 0.5
0.4 0.9
0.0 0.0
0.1 0.1
0.2 0.2
0.3 0.3
0.6 0.7
1.1 1.6
2.8 5.0
3.6 1.3
0.6 1.0
1.7 0.9
0.4 0.7
1.5 0.9
0.3 0.8
3.2 4.6
2.5 0.9
0.7 0.8
0.5 0.3
0.3 0.0
0.0 0.0
0.1 0.1
0.1 0.1
0.1 0.1
0.2 0.6
1.4 4.7
6.2 4.2
2.5 1.4
4.2 5.7
3.5 1.6
3.9 5.6
3.5 1.3
2.3 4.7
6.3 3.6
2.0 1.0
1.0 0.6
0.2 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.2
0.3 0.9
1.7 1.7
1.6 1.2
0.7 0.2
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.5
2.4 3.1
2.4 2.7
1.5 0.8
0.2 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.2
1.3 4.9
5.9 3.1
3.4 1.7
0.9 0.2
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.3 1.1
4.9 5.7
2.6 2.6
1.5 0.8
0.2 0.2
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.4
1.3 4.6
4.5 5.0
2.4 1.3
0.8 0.3
0.2 0.3
0.4 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.2 0.3
0.6 2.7
6.5 4.7
7.2 3.7
1.4 0.7
0.3 0.3
0.4 0.5
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.2
0.4 0.8
2.9 8.1
4.7 8.4
3.9 1.4
0.7 0.4
0.4 0.5
0.8 0.7
0.6 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.2 0.4
0.8 3.1
7.9 5.7
8.7 4.1
1.5 1.0
0.8 0.7
1.0 2.0
1.0 0.5
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.3
0.5 0.8
2.4 5.8
3.7 5.4
3.3 1.8
2.1 2.4
1.9 2.8
4.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.3 0.8
1.0 1.5
2.9 2.4
2.9 1.7
2.3 4.8
8.0 3.6
4.7 7.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.3
1.2 1.7
1.3 1.0
0.7 0.9
3.2 5.9
6.2 5.9
6.8 5.0
3.6 4.2
6.7 6.3
4.8 6.3
4.1 0.8
0.6 0.9
0.9 1.9
3.5 5.0
2.8 3.1
5.0 0.0
0.0 0.0
0.0 0.1
0.1 0.3
0.5 2.1
2.8 1.6
0.9 0.4
0.3 1.2
2.7 2.5
2.3 3.4
2.1 1.2
2.5 3.6
2.2 2.3
2.8 1.2
0.3 0.3
0.4 0.7
1.4 1.8
2.0 1.7
1.4 1.9
0.0 0.0
0.0 0.0
0.1 0.1
0.4 0.0
2.7 3.7
1.8 1.0
0.3 0.2
0.4 0.8
0.8 0.8
1.0 0.7
0.5 0.8
0.9 0.7
0.7 0.8
0.5 0.2
0.2 0.3
0.7 1.8
3.6 4.8
2.4 1.4
1.9 0.0
0.0 0.0
0.0 0.1
0.1 0.3
0.4 1.9
2.7 1.5
0.9 0.4
0.3 1.1
2.4 2.0
2.0 3.1
1.9 1.0
1.7 2.6
1.6 1.9
2.6 1.3
0.4 0.2
0.3 0.7
2.0 5.0
7.4 2.9
2.0 4.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.3
1.2 1.6
1.3 1.1
0.7 0.7
3.9 6.2
5.0 6.3
6.9 3.9
3.2 4.9
6.4 4.9
5.6 6.4
3.4 1.1
0.4 0.5
0.6 1.2
1.8 2.1
1.5 1.8
5.2 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.3 0.7
0.9 1.5
2.8 1.6
2.2 0.9
0.7 0.7
0.7 0.8
0.9 2.8
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.2
0.5 0.9
2.6 5.0
2.9 5.1
2.4 1.1
1.0 1.1
1.0 0.9
1.8 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.2 0.4
0.9 3.2
7.9 4.8
8.6 3.9
2.1 3.1
4.7 2.4
1.9 3.9
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.2
0.4 0.7
2.6 7.7
4.5 8.4
4.0 2.4
4.7 8.0
3.2 2.3
5.4 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.2 0.2
0.6 2.5
7.1 5.6
7.0 3.6
1.9 2.2
2.7 1.9
1.4 3.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.4
1.4 5.7
4.8 3.5
1.8 1.7
2.3 2.6
1.8 1.2
1.3 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.3 1.2
4.6 5.3
1.1 0.9
2.1 5.2
7.7 3.1
2.2 3.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.2
1.2 5.1
5.9 0.4
0.6 1.6
3.2 4.3
2.5 3.7
5.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.4
2.6 3.9
0.2 0.4
0.7 0.9
1.0 1.2
3.5 6.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.5
1.2 0.3
0.2 0.3
0.3 0.3
0.5 1.3
3.7 1.2
0.3 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.2
1.1 3.1
1.3 0.4
0.3 0.2
0.2 0.3
0.3 0.6
0.4 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.5
2.3 4.7
3.7 1.1
0.4 0.9
1.8 1.0
0.5 0.9
1.9 1.1
0.4 1.0
3.2 4.9
2.9 1.7
1.8 0.8
0.4 0.8
1.0 0.5
0.2 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.4
1.0 0.7
0.2 0.1
0.2 0.3
0.2 0.1
0.2 0.3
0.2 0.1
0.2 0.7
1.1 2.3
4.9 5.2
3.0 1.8
4.0 4.8
2.3 0.7
0.3 0.3
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.1
0.1 0.5
2.6 4.4
5.1 2.7
3.9 5.5
6.4 3.7
1.7 1.0
0.9 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.3
1.0 1.1
0.6 0.9
1.6 1.9
1.3 1.3
1.5 1.8
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.2
0.3 0.4
0.5 0.7
0.8 0.9
1.5 2.6
3.6 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.3
0.4 0.4
0.7 1.2
1.9 2.7
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.2 0.2
0.2 0.3
0.3 0.4
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.1
0.1 0.1
0.1 0.0
0.1 0.1
0.3 0.4
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.1 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.1 0.1
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
A3
A3
A3
A3
A3
A3
D
D
A3
D D D D
D
LIGHTING FIXTURE LEGEND
LED POST LIGHT - 18FT POLE
TYPE _ LIGHTING DISTRIBUTION
W/ MOTIONS RESPONSE SENSOR
3000° KELVIN
LED POST LIGHT - 12FT POLE
TYPE _ LIGHTING DISTRIBUTION
3000° KELVIN
LED TRELLIS LIGHT
3000° KELVIN
LED PALM TREE RING MOUNTED
UPLIGHTS
3000° KELVIN
LED CARPORT LIGHT
3000° KELVIN
A3
B C D
A
A
A
A
LED WALL PACK
3000° KELVIN
HUMPHREYS & PARTNERS ARCHITECTS, L.P.ROSEMOUNT AVE., CATHEDRAL CITY, APN 670-110-043 HPA PROJECT# 2023158 PLANNING # 23-001
THE WREN
5339 Alpha Rd., Suite 300, Dallas, TX 75240 | 972.701.9636 | www.humphreys.com ARCHITECT: VELY ZAJEC, [email protected], 949.468.5866 OWNER: STEFAN VOGEL, [email protected], 626.277.6782
COACHELLA VALLEY COMMUNITY DEVELOPMENT GROUP
36101 BOB HOPE DRIVE, SUITE E5, RANCHO MIRAGE, CA 92270 PROJECT:
LIGHTING DESIGN | ELECTRICAL ENGINEERING
27201 Calle Juanita
Dana Point, CA 92624
Ph. 949.201.1333
candelaengineering.com
CANDELA Engineering Inc.
EP-03
PARTIAL PHOTOMETRIC SITE PLAN
SCALE: 1" = 20'-0"
MATCHLINE SEE SHEET EP-02
FF=361.17PE=360.5
FF=361.27PE=360.6
FF=361.27PE=360.6
FF=361.20PE=360.53
FF=361.20PE=360.53
FF=361.17PE=360.5
FF=361.17PE=360.5
FF=361.50PE=360.83
FF=361.67PE=361.0
FF=361.67PE=361.0
FF=361.67PE=361.0
FF=361.47PE=360.8 FF=361.47PE=360.8
HP
0.29%
HP
HP
4.22%
2.01%
POOL LIP 361.60
1%1%
BOT=350.0
BOT=354.0
350.0
BASIN
RETENTION
BASIN
RET.
BASIN
RET.
PROP. 6"CURB & GUTTER PROP. 6'SIDEWALKC/L
TC 361.38
FL 360.88
TC 361.18
FL 360.68
(TC 357.52)
(FL 357.02
1.89% (1.10%)(TC 355.53)
(FL 355.04)
(TC 352.24)
(FL 351.78)
(TC 352.33)
(FL 351.85)
TC 357.79
FL 357.29
TC 359.53
FL 359.03
TC 361.43
FL 360.76
FL 360.62
FL 360.56
TC 361.14
FL 360.47
TC 362.65
FL 361.98
FS 361.24
CB2
HP
0.50%
HP
GB
1.91%
0.5%
0.5%
0.5%
0.5%0.5%
HP
0.5%
2%
24" HDPE
8" HDPE
8" HDPE
8" HDPE
24" HDPE
0.5%
30" HDPE
EXISTING R/W
EXISTING R/W
N0° 05' 20"E
N89° 56' 46"W
N. 00°01"43" E
779.37'
(PROTECT IN PLACE)EXIST. 6' BLOCK WALL
571.33'N. 89°56"46" W
N. 00°05"20" E 754.69'
N. 89°54"51" W 585.53'
PROP. 6' BLOCK WALL
PROP. 6' BLOCK WALL
PROP. 6' BLOCK WALL
CB3
CB4
TC 356.53
FL 356.03 CB5
18" HDPE
3:13:1
3:1
3:1
3:1
1.50%
1.50%
0.50%
4.25%
FS 360.67FS 360.67
FS 360.67
0.50%0.50%
HP 0.50%
1.50% 1.50%
0.50%
2.13%
3.24%
FS 360.67
FS 360.67
FS 360.67
1.00%
1.50%
INV. 356.25
TC 360.50
2%
2% 2% 2%
2%
2% 2%2%2%
2%
2%
2%
1.50%
1.50%
1.50% 1.50%
0.50%
0.50%
0.50%0.50%
4.00%
3.50%
1.50%
FS 360.67
FS 360.67FS 360.67
FS 360.67
2.28%
GB 1.00% 1.50%
2.00%
4.00%
0.50%
5.30%
FS 360.70
1%
2% 2% 2%
2%
2%
2%
FS 360.67
2%
2%
2% 2% 2%
CB#1 S=0.005
3.75%
POOL LIP 361.60
FS 361.24
HP
FF
361.40
FF
361.40
FS 361.46
0.50%
1.00%
0.50%
0.50%
0.50%0.50%
2% 2% 2% 2%
2%
2%
2%
2%
2%
1%
2%2%
1%
1%
2%
1%
2%
2%
2%
2%
2%
2% 2% 2% 2%2%2%
2%
2%
2% 2% 2% 2%
2.0%
2.0%
5.9%
5.9%
FS 360.70 FS 360.70
FS 360.70
FS 360.70
FS 360.70 FS 360.70
FS 360.70
1.50%
1.00%0.50%
2.00%
2.00%
1.00%
0.50%
3:1
2.73%
6.25%
5.11%FS 361.46
2%
2% 2% 2% 2%
2%
2%
2%
2% 2%
2%
0.50%
0.50%
0.50%
2.53%
1.00%
2%
2%
2%
2% 2%
0.50%
1.00%
0.50%
1.00%
2%
2%
2%
2%
2%
2%
FS 360.77
FS 360.77FS 360.77
FS 360.77
0.50%
5.0%5.0%
1.0% 1.0%
2%
2%
2%
2%
2%
2%
2%
2%
2%
N. 00°05"20" E 754.69'
N. 30°54"40" W 29.17'
571.33'N. 89°56"46" W
N. 00°01"43" E
779.37'
2%
2%
2%
2%
0.50%
1.00%
2%
2%
2%
0.50%
1.00%
FS 360.77FS 360.77FS 360.97
0.5%
FS 360.97
FS 360.97
FS 360.97
FS 360.97
0.50%
4.1%4.1%
6.57%
FS 360.97
0.5%
2%
2%
2%
2%
2%
2%2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
0.50%
0.50%
0.50%
0.50%
0.50%
1.50%
1.50%
1.50%
1.50% 1.50%
1.50%
2.00% 2.00%
1.00%HP
2.70%
1.10%
1.30%
47'
EXISTING 8" CURB & GUTTERTO ME REMOVED
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
6" HDPE
0.5%
6" HDPE
2%
2%
2%
2%
2%
2%
6" HDPE
INV.353.00
PROPOSED CROSS GUTTER
PROP. STREET LIGHT (TYP.)
EXISTING 3" GAS MAIN
13' 30'
EXISTING CABLE/TELE
PROP. 1.33' RET. WALL
PROP. 1.33' RET. WALL
PROP. 4'
RET.WALL
6" HDPE
6" HDPE
TG 361.35
INV. 360.10
TG 361.35
INV. 360.10
TG 360.50
INV. 357.10
TG 360.50
INV. 356.78
25'
17'
17'
17'
17'
25'
17'
25'17'
17' 25' 17'
17'
17'25'
25' 17'
17' 25' 17'
17'
9'
9'
9'
9'
9'
9'
9'
9'
9'
9'
26'
19' 17'
9'
19'
17' 17' 9'
19'
19'
9'
19'
9'
17'
19'
19'19'
19'
19'
19'
19'
19'17'
19'
17'
9'
19'
TG 361.35
INV. 360.10
2% 2%
FS 360.67
HP
HP
2%
0.5%
HP
0.5%
FL 360.00HP
TC 360.50
FL 360.00HP
0.50% 0.50%PROP. 6" TYPE D CURB
PROP. 6" CURB & GUTTER 2%
2%
13'13'
TO DATE PALM DRIVE
TO 30TH. AVE.
0.50%
INV. 350.00
3:1
3:1
BOT=
12%
2%
2%
0.68%
HP
0.50%
FS 361.07
1.0%
1.0%
FS 360.67 TG 359.10
INV. 357.00 INV. 350.00TC 361.00
FS 360.50
TC 361.00
FS 360.50
TC 361.00
FS 360.50
TC 360.74
FL 360.24
FF=359.17
PE=358.67
DEVELOPER TO PROCESS ACCESS AGREEMENT WITHNORTHGATE CHURCH(ALL DRAINAGE FROM PROPOSED STREET SHALL
TERMINATE IN THE EXISTING (REGRADED) RETENTION BASIN)
NOTE: VOLUME OF RETENTION BASIN MUST BE MAINTAINED.
1.50%
TC 360.36
FS 359.86
FS 359.35
1.50%
FF=359.60
PE=359.10
7'
PROP. 6' SIDEWALK
5'
5'
5'
5'
5'
5'
5'
5'
5'
5' 5'
5'
5'5'
5'
5'
5'
5'
5'
5'
5'
5'
5'5'
5'
5'
5'
5'
5'
5'
5'
5'5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5'
5' 5'
5'
5'
19'
19'
EMERGENCY OVERFLOW
FS 354.90
GATE
PROP. STREET LIGHT (TYP.)
PROP. STREET LIGHT PROP. STREET LIGHT
PROP.
SPEED HUMPW/FLASHINGWARNING SIGNSAHEAD AND AT THEHUMP IN EACH DIRECTION 49'
20' 24'5'
4.5'
TC 359.82
FL 359.32
TC 360.83
TP 360.33
TC 360.81
FL 360.31
TC 360.59
FL 360.09
TC 361.65
FL 361.15
TC 361.00
FL 360.50
TC 361.38
FL 360.88
TC 360.26
FL 359.76
TC 360.76
FL 360.26
TC 361.14
FL 360.64
TC 361.40
FL 360.90
TC 361.55
FL 361.05
TC 361.56
FL 361.06
TC 361.23
FL 360.73
TC 358.98
FL 358.48
INV 354.00
TC 359.89
FL 359.39
TC 359.76
FL 359.26
TC 359.73
FL 359.23
TC 358.89
FL 358.39
TC 359.70
FL 359.20
TC 361.23
TP 360.73
TC 360.90
TP 360.40
TC 360.90
TP 360.40
TC 360.90
TP 360.40
TC 360.90
TP 360.40
TC 360.75
FL 360.25
TC 359.44
FL 358.94
TC 359.80
FL 359.30
TP 361.21
TC 360.10
FL 359.60
TC 360.38
FL 359.88TC 360.78
FL 360.28
TC 360.56
FL 360.06
TC 360.75
FL 360.25
TC 361.30
FL 360.80
TC 361.10
FL 360.60
TC 359.55
FL 359.05
TC 359.54
FL 359.04
TC 360.22
FL 359.72
TC 361.27
FL 360.77
TC 361.10
FL 360.60
TC 361.10
FL 360.60
TC 361.33
FL 360.83
TC 360.85
TP 360.35
FL 360.2
FL 359.2
TG 358.75
TC 361.59
FL 361.09
TC 360.96
FL 360.46
FL 360.8
TC 360.57
FL 360.07
TC 361.66
TP 361.16
TC 361.28
TP 360.78
TC 361.83
FL 361.33
TC 361.34
FL 360.84
TC 361.56
FL 361.06
TC 361.61
FL 361.11
TC 361.50
FL 361.00
TC 361.17
FL 360.67
TC 360.74
TP 360.24
TG 359.53
INV. 355.75 TC 359.95
FL 359.45
TC 360.10
FL 359.60
TC 359.90
FL 359.40
TC 360.09
FL 359.59
TC 361.85
TP 361.35
TC 360.84
TP 360.34
TC 361.06
TP 360.56
TC 361.05
TP 360.55
TC 361.05
TP 360.55TC 360.98
TP 360.48
TC 360.99
TP 360.49
TC 362.11
TP 361.61
FL 361.0
TG 359.53
INV. 357.75
TC 359.75
TP 359.25
TC 360.07
TP 359.57
FL 360.0
HP
TG 359.53
INV. 355.75
TC 360.43
TP 359.93
TC 360.90
TP 360.40
TC 360.90
TP 360.40
TC 360.90
TP 360.40
TC 360.90
TP 360.40 TC 360.90
TP 360.40
TC 360.90
TP 360.40
TC 360.50
TP 360.00
FL 359.44
GB
TC 359.20
FL 358.70
TC 361.12
FL 360.62
TC 361.30
TP 360.80
TC 361.13
FL 360.63
TC 360.98
TP 360.48
TC 360.98
TP 360.48
TC 359.52
FL 359.02
TC 360.98
TP 360.48
TC 360.98
TP 360.48
TC 361.14
TP 360.64 TC 360.92
TP 360.42
TC 361.10
TP 360.60
TC 361.10
TP 360.60
TC 361.10
TP 360.60
TC 361.10
TP 360.60TC 361.10
TP 360.60
TC 361.10
TP 360.60
TC 361.10
TP 360.60
TC 360.16
FL 359.66
TC 360.74
FL 360.24
TC 361.93
FL 361.43
TC 361.28
TP 360.78
TC 360.53
FL 360.03
TC 360.86
TP 360.36
TC 361.30
TP 360.80
TC 360.94
TP 360.44
TC 360.20
FL 359.70 TC 360.33
FL 359.83
FL 359.86FL 360.13
TC 360.92
FL 360.42
FL 359.75
TC 360.90
TP 360.40
TC 361.10
TP 360.60 TC 361.10
TP 360.60
TC 361.10
TP 360.60
TC 361.10
TP 360.60
TC 361.10
TP 360.60
TC 361.10
TP 360.60TC 361.36
TP 360.86
TC 361.35
TP 360.85
TC 361.35
TP 360.85
TC 361.35
TP 360.85
TC 361.35
TP 360.85
TC 361.35
TP 360.85
TC 361.35
TP 360.85
TC 361.35
TP 360.85
TC 361.35
TP 360.85
TC 361.35
TP 360.85
TC 361.35
TP 360.85
TC 361.35
TP 360.85
TC 361.35
TP 360.85
TC 361.35
TP 360.85
TC 361.53
FL 361.03
TC 361.55
TP 361.05
TC 361.31
TP 360.81
TC 361.42
TP 360.92TC 361.43
TP 360.93
TC 361.25
TP 360.75
TC 361.50
TP 361.00
TG 360.50
INV. 359.25
TG 360.50
INV. 358.95
TG 360.50
INV. 358.68
TG 360.50
INV. 358.41
TG 360.50
INV. 358.18
FL 360.8
FL 360.7
FL 360.5
TG 360.10
INV. 358.85
TG 360.05
INV. 357.47
TG 360.40
INV. 357.95
TG 360.40
INV. 358.27
TG 360.40
INV. 358.67
TG 360.40
INV. 359.15
TC 359.93
TP 359.43
TC 360.96
TP 360.46
TC 360.14
TP 359.64
FL 360.2
FL 359.2
K.A.C.
C.A.C.
K.A.C.
LOCATION:
BENCH ELEV. DESIGN BY:
DRAWN BY:
CHECKED BY:
FILE NO.
DWG. NO. OF SHEETS
SHEET
DATE
R.C.E. 50083
1 Christiansen & Company
Land Development - Design - Engineering
Est. 2007
5225 Canyon Crest Drive, Ste 251
Riverside, California 92507
Ph: 951-323-4713 Fax: 951-405-8410
email:[email protected]
APPROVED DATEREVISION
CORRECTED APPROVED"AS BUILT" BY BY
DATEDATE
CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY
ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE
REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING THE SAFETY OF PERSONS AND PROPERTY; THAT THIS REQUIREMENT
SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND
INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE PRIVATE ENGINEERING NOTE:
OF DESIGN PROFESSIONAL.
UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING
THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE
XXXXX ROSEMOUNT AVENUE
PRELIMINARY GRADING & DRAINAGE PLANTHE WREN
0 FILL (CY)CUT (CY)
EXPORT
RAW
SHRINKAGE (20%)
OVEREXCAVATION (3.0')
EARTHWORK ESTIMATE
SUBSIDENCE (0.15)
ITEM
DISTURBED AREA:
455450 S.F. = 10.45 ACRES
5015 5015TOTAL
501516125
-3225
WIDE/OVERWEIGHT/LONG PERMIT
WILL BE REQUIRED FOR EXPORT.
-2530
-5355
K.A.C.
C.A.C.
K.A.C.
LOCATION:
BENCHMARK: ELEV. PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY:
DRAWN BY:
CHECKED BY:
CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, FILE NO.
DWG. NO. OF SHEETS
SHEET
KEITH A. CHRISTIANSEN
DATE
R.C.E. 50083
1PRELIMINARY GRADING & DRAINAGE PLAN
APN 670-110-043
2Christiansen & Company
Land Development - Design - Engineering
Est. 2007
5225 Canyon Crest Drive, Ste 251
Riverside, California 92507
Ph: 951-323-4713 Fax: 951-405-8410
email:[email protected]
THE WREN
APPROVED DATE
REVISION
CORRECTED APPROVED"AS BUILT" BY BY
DATEDATE
THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS.
CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE 116 363.23
BRONZE DISC. IN CONCRETE MONUMENT AT THE
BENCHMARK: FD. CATHEDRAL CITY
NE COR. OF DATE PALM DR. & RAMON RD. APPROX. XXXXX ROSEMOUNT AVENUE APN 670-110-043
STATE OF CALIFORNIADATE PALM/RAMON
20 FEET FROM EDGES OF PAVEMENT.
IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
THE WREN
EXISTING GENERAL PLAN LAND USE:
PROPOSED GENERAL PLAN LAND USE:
LIQUEFACTION: NO LIQUEFACTION AREA
FEMA FLOOD ZONE DESIGNATION: ZONE X (FLOOD HAZARD IS UNDETERMINED, BUT POSSIBLE) PER FIRM MAP NO. 06065C1579G / DATED: AUGUST 28, 2008
NOTE: 1.
2. THIS MAP INCLUDES THE ENTIRE CONTIGUOUS OWNERSHIP OF THE LAND DIVIDER.
THERE ARE NO KNOWN WELLS ON PROPERTY OR WITHIN 200 FEET OF PROPERTY.
3. THERE ARE NO EXISTING DWELLINGS, BUILDINGS, OR OTHER STRUCTURES KNOWN ON THIS PROPERTY.
4. SUBDIVISION WILL SHOW COMPLIANCE WITH CITY/COUNTY WATER QUALITY MANAGEMENT PER A SEPARATE WQMP REPORT.
REVISIONS: NO. DATE: DESCRIPTION:
CG (GENERAL COMMERCIAL)
RMH (MEDIUM HIGH DENSITY RESIDENTIAL)
EXISTING ZONING:
PROPOSED ZONING:
PCC (PLANNED COMMUNITY COMMERCIAL)
R3 (MULTIPLE FAMILY RESIDENTIAL)
LEGAL DESCRIPTION:
EXISTING GROSS ACREAGE:
PROPOSED NET ACREAGE:
BLDGS, CLUBHOUSE, POOL, MAINT, (145668 SF)
ASPHALT (90415 SF)
CONCRETE (54740 SF)
LANDSCAPE (98387 SF)
ACREAGE:
10.48 ACRES
10.48 ACRES
3.34 ACRES
2.18 ACRES
1.59 ACRES
2.26 ACRES
1.04 ACRES
OWNER / MAINTENANCE ENTITY:
PRIVATE
ASSESSOR'S PARCEL NUMBER: 670-110-043
PROPOSED IMPROVEMENT SCHEDULE: SCHEDULE "A"
SOURCE OF TOPOGRAPHY:
ADDRESS:
DATE OF TOPOGRAPHY:
INLAND AERIAL SURVEYS, INC.
7117 ARLINGTON AVENUE, SUITE "A"
RIVERSIDE, CA 92503
JULY 11, 2023 TELEPHONE: (951) 687-4252
EXHIBIT PREPARER:
ADDRESS:
CONTACT:
CHRISTIANSEN & COMPANY
5225 CANYON CREST DRIVE, SUITE 251
RIVERSIDE, CA 92507
KEITH CHRISTIANSEN TELEPHONE: (951)323-4713
CONTACT: STEFAN VOGEL TELEPHONE: (626) 277-6782
LAND OWNER:
ADDRESS:
DESERT CARE, LLC
31190 CALLE CAYUGA
CATHEDRAL CITY, CA 92234
APPLICANT:
ADDRESS:
CONTACT:
DATA TABLE
COACHELLA VALLEY COMMUNITY DEELOPMENT GROUP, INC
36101 BOB HOPE DRIVE, SUITE E5
RANCHO MIRAGE, CA 92270
STEFAN VOGEL TELEPHONE: (626) 277-6782
EXHIBIT DATE: MARCH 4, 2024
PRELIMINARY GRADING & DRAINAGE PLAN
ARCHITECT:
ADDRESS:
CONTACT:
HUMPHREYS & PARTNERS ARCHITECTS, LP
2350 BRISTOL STREET
COSTA MESA, CA 92626
VELY ZAJEC TELEPHONE: (949)955-4500
LANDSCAPE ARCHITECT:
ADDRESS:
CONTACT:
JSA LANDSCAPE ARCHITECT
19846 COVENTRY LANE
HUNTINGTON BEACH, CA 92646
JIM SHROPE TELEPHONE: (760)610-9873
GEO/INFILTRATION:
ADDRESS:
CONTACT:
SLADDEN ENGINEERING
45090 GOLF CENTER PARKWAY
INDIO, CA 92201
BRETT ANDERSON TELEPHONE: (760)863-0713
email: [email protected]
email: [email protected]
email: [email protected]
email: [email protected]
email: [email protected]
email: [email protected]
RETENTION BASIN (47960 SF)
PRIVATE
PRIVATE
PRIVATE
PRIVATE
PRIVATE
EXISTING EASEMENT NOTES:
1 2
AREAS:
UTILITY PURVEYORS:
WATER - COACHELLA VALLEY WATER DISTRICT PH: 760-398-2651 SEWER - COACHELLA VALLEY WATER DISTRICT PH: 760-398-2651 ELECTRIC - SOUTHERN CALIFORNIA EDISON PH: 760-202-4252
GAS - SOUTHERN CALIFORNIA GAS COMPANY PH: 800-427-2200
TELEPHONE - FRONTIER PH: 760-864-1726
CABLE - SPECTRUM PH: 760-346-3714
BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 4, SOUTH, RANGE 5, EAST, S.B.B.M.
GEOTECHNICAL:
ADDRESS:
CONTACT:
LANDMARK CONSULTANTS, INC.
77-948 WILDCAT DRIVE
PALM DESERT, CA 92211
GREG M. CHANDRA TELEPHONE: (760)360-0665
email: [email protected]
AN EASEMENT FOR STREET PURPOSES IN FAVOR OF THE
COUNTY OF SAN BERNARDINO AS RECORDED IN BOOK 2825
AT PAGE 265, DATED 1/1/61, REC. OF RIVERSIDE COUNTY, CA.
AN EASEMENT FOR PUBLIC HIGHWAY AND PUBLIC UTILITY
PURPOSED IN FAVOR OF THE CITY OF CATHEDRAL CITY AS
RECORDED PER INST. NO. 188899 , DATED 6/6/91, REC. OF
RIVERSIDE COUNTY, CA.
A A
BB
C
C D
D
P/L
P/L
DATE PALM DRIVEC/L
SECTION 15 LINE
SECTION "B-B"
DATE PALM DRIVE
NTS
SECTION "C-C"
ROSEMOUNT AVENUE
SECTION "D-D" NTS
VICINITY MAP NTS
43'
43' 20'
63'
74'
11'
20'
8' 5' 7'
SECTION 15
LINE
C/L
EXIST. 8"
CURB & GUTTER
EXIST. 5'
SIDEWALK
2%
EXIST.
WESTERLY R/W
EXIST.
EASTERLY R/W
PROP. 6'
BLOCK
WALL
FL
SWALE
EXISTING
IMPROVEMENTS PROPOSED
IMPROVEMENTS
4' 8' 8'
PROPOSED 8'
SIDEWALK
ROSEMOUNT AVENUE
25'5'
C/L
PROP. 6"
CURB & GUTTER
PROP. 5'
SIDEWALK
2%
EXIST.
SOUTHERLY R/W EXIST.
NORTHERLY R/W
PROP. 6'
BLOCK
WALL
2:1
2:1
20' 5'
PROP. 6"
CURB & GUTTER
PROP. 5'
SIDEWALK
2% 2:1 max.
PROP. 4" AC
OVER 6" AB
PROP. INTERIOR
PARKING LOT
20'10'
C/L
EXIST. 6"
CURB & GUTTER
EXIST. 6'
SIDEWALK
2%
EXIST.
SOUTHERLY R/W
EXIST.
NORTHERLY R/W
PROP. 6'
BLOCK
WALL20' 10'
PROP. 6"
CURB & GUTTER
PROP. 6'
SIDEWALK
2% 2:1 max.
PROP. 4" AC
OVER 6" AB
(SAWCUT &
REMOVE 2'
EXIST. AC
PAVEMENT
PROP. INTERIOR
PARKING LOT
EXIST. AC
PAVEMENT
SECTION "A-A"
SCALE: HORIZ. 1"=40'
VISTA CHINO
30TH AVENUE
INTERSTATE 10
LANDAU BLVD
McCALLUM WAY
BARISTO RD.
SAN ELJAY AVE.
CYPRESS RD.
ROSEMOUNT AVE.
PROJECT SITE
C/L
DATE PALM DRIVE
43' 16'
(TP 363.3)
(TC 363.0)
(FL 362.3)
TOW 369.4
TF 362.4
2% 2:1MAX.
FG 363.4
PROP. 6' BLOCK WALL
FL SWALE
360.6
BLDG 9 PAD=361.0 3.9%
TC 359.55
FL 359.35
TC 360.36
TP 359.86
0.53%
TC 360.72
TP 360.22
TC 360.93
TP 360.43
TP 360.45
0.51%
FL 359.95 TC 360.86
TP 360.36
0.80%
FG 360.7
350.0
RETENTION
BOTTOM
BASIN
TC 360.54
TP 360.14TC 360.76
TP 360.26
EXIST. R/W
P/L
360
350
3:1
3:1
APN 670-401-016
PE 357.0VERT. 1"=4'
60'
360
25' 25' 5'
EXIST. 8" CURB & GUTTER
63'
47' 16'11'
73'
370
ROSEMOUNT AVE.
INDICATES 4" DECORATIVE CONCRETE
INDICATES FLOWLINE
INDICATES TOP OF CURB
INDICATES TOP OF PAVEMENT
FL
TC
TP
INDICATE LINEAR FEETL.F.
INDICATES INVERT ELEVATION
INDICATES TOP OF GRATE
INV.
TG
INDICATES PROPERTY LINEP/L
INDICATES FINISHED HARD SURFACEFS
INDICATES TOP OF FOOTINGTF
INDICATES TOP OF WALLTW
INDICATES PLANTERP
INDICATES FINISHED DIRTFG
INDICATES BLOCK WALL
INDICATES BOTTOMBTM
PER LANDSCAPE PLAN
INDICATES 4" AC OVER 6" AB
INDICATES EXISTING CONTOUR
INDICATES PROPOSED CONTOUR
(50)
50 INDICATES EXISTING GRADEEG
LEGEND
BLDG. #4
BLDG. #3
BLDG. #2BLDG. #1
BLDG. #5
BLDG. #7
BLDG. #12
BLDG. #11BLDG. #10
BLDG. #9
BLDG. #8
BLDG. #7
1 2
47'
2%
TP 0.00 TC=
TP 0.00
TC=
TP-0.10
TP -0.40
TP 0.00
TC=
TP-0.03
PAVERS (4650 SF)
GUTTERS (14689 SF)
7' 7' 40'
EXISTING 14' MEDIAN
INDICATES 6" PAVERS
SECTION "E-E"
SHARED ACCESS ROAD NTS
12.5' 12.5' 6' 2'
25' 8'
PROP. 6' BLOCK WALL
BLDG. #10 - PE=360.5
6' 6'
PROP. RECIPROCAL ACCESS ESMT.
P/L
C/LEXIST. AC
PAVEMENT
(2%) (2%)
PROP.
SIDEWALK
2%
FL
SWALE
PROP.
SIDEWALK
E
E
4'
47'
PROP. 8" CURB & GUTTER
PROP.
AC PVMNT
8' 8'
S/W
8'
S/W
5'
47'
SEE SHEET 2 - ACCESS ROAD CONNECTION TO 30TH AVE.
SEE SHEET 2FOR PRELIM.STRIPING PLAN
FL 360.2
FL 359.2
TG 358.75
HP
TC 362.65
FL 361.98
0.5%0.5%
N. 89°54"51" W 585.53'
PROP. 6' BLOCK WALL
TC 360.50
2% 2% 2%2% 2% 2%
2%
47'
0.5%
HP
0.5%
FL 360.00HP
TC 360.50
FL 360.00HP
0.50% 0.50%PROP. 6" TYPE D CURB
PROP. 6" CURB & GUTTER
2%
2%
13'
13'
TO DATE PALM DRIVE
TO 30TH. AVE.
0.50%
1.0%
FS 360.67 TG 359.10
INV. 357.00 INV. 350.00TC 361.00
DEVELOPER TO PROCESS ACCESS AGREEMENT WITHNORTHGATE CHURCH(ALL DRAINAGE FROM PROPOSED STREET SHALL
TERMINATE IN THE EXISTING (REGRADED) RETENTION BASIN)
NOTE: VOLUME OF RETENTION BASIN MUST BE MAINTAINED.
7'
PROP. 6' SIDEWALK
5'
5'5'
5'
5' GATE
FL 360.2
FL 359.2
13'13'
TC 360.50
FL 360.00HP
TC 361.05
FL 360.65 HP
0.50%
1.00%
EXISTING ASPHALT DRIVE AISLE
EXISTING GRAVEL OVERFLOW PARKING
EXISTING CONCRETE
EXISTING ASPHALT DRIVE AISLE
EXISTING ASPHALT DRIVE AISLE
EXISTING ASPHALT DRIVE AISLE
EXISTING PARKING
EXISTING PARKING
EXISTING PARKING
EXISTING PARKING
EXISTING PARKING
EXISTING PARKING
EXISTING RETENTION
BASIN
JOIN
EXIST.
ACPAVEMENT
JOIN
EXIST.
ACPAVEMENT
EXISTING LANDSCAPING
EXISTING SANCTUARY
FL 358.88
SWALELP
9.96%
FL 353.20
3' WIDE
VALLEY GUTTER
N89° 59' 44"W 247.80
D=89°58'12" R=50.00
L=78.51 T=49.97
N0° 02' 04"E 155.99
EXIST. 8" CURB & GUTTER
EXIST SIDEWALK
C/L
EXIST SIDEWALK
RIGHT IN/RIGHT OUT ACCESS
FULL MOTION ACCESS
EXISTING R/W
EXISTING R/W
29.85'
K.A.C.
C.A.C.
K.A.C.
LOCATION:
BENCH ELEV. DESIGN BY:
DRAWN BY:
CHECKED BY:
FILE NO.
DWG. NO. OF SHEETS
SHEET
DATE
R.C.E. 50083
Christiansen & Company
Land Development - Design - Engineering
Est. 2007
5225 Canyon Crest Drive, Ste 251
Riverside, California 92507
Ph: 951-323-4713 Fax: 951-405-8410
email:[email protected]
APPROVED DATEREVISION
CORRECTED APPROVED"AS BUILT" BY BY
DATEDATE
K.A.C.
C.A.C.
K.A.C.
LOCATION:
BENCHMARK: ELEV. PREPARED UNDER THE DIRECT SUPERVISION OF: DESIGN BY:
DRAWN BY:
CHECKED BY:
CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, FILE NO.
DWG. NO. OF SHEETS
SHEET
KEITH A. CHRISTIANSEN
DATE
R.C.E. 50083
2PRELIMINARY GRADING & DRAINAGE PLAN
APN 670-110-043
2Christiansen & Company
Land Development - Design - Engineering
Est. 2007
5225 Canyon Crest Drive, Ste 251
Riverside, California 92507
Ph: 951-323-4713 Fax: 951-405-8410
email:[email protected]
THE WREN
APPROVED DATE
REVISION
CORRECTED APPROVED"AS BUILT" BY BY
DATEDATE
116 363.23
BRONZE DISC. IN CONCRETE MONUMENT AT THE
BENCHMARK: FD. CATHEDRAL CITY
NE COR. OF DATE PALM DR. & RAMON RD. APPROX. XXXXX ROSEMOUNT AVENUE
STATE OF CALIFORNIADATE PALM/RAMON
20 FEET FROM EDGES OF PAVEMENT.
IN THE CITY OF CATHEDRAL CITY, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
THE WREN
EXISTING GENERAL PLAN LAND USE:
PROPOSED GENERAL PLAN LAND USE:
CG (GENERAL COMMERCIAL)
RMH (MEDIUM HIGH DENSITY RESIDENTIAL)
EXISTING ZONING:
PROPOSED ZONING:
PCC (PLANNED COMMUNITY COMMERCIAL)
R3 (MULTIPLE FAMILY RESIDENTIAL)
LEGAL DESCRIPTION:
EXISTING GROSS ACREAGE:
PROPOSED NET ACREAGE:
BLDGS, CLUBHOUSE, POOL, MAINT, (145668 SF)
ASPHALT (90415 SF)
CONCRETE (54740 SF)
LANDSCAPE (98387 SF)
ACREAGE:
10.48 ACRES
10.48 ACRES
3.34 ACRES
2.18 ACRES
1.59 ACRES
2.26 ACRES
1.04 ACRES
OWNER / MAINTENANCE ENTITY:
PRIVATE
ASSESSOR'S PARCEL NUMBER: 670-110-043
PROPOSED IMPROVEMENT SCHEDULE: SCHEDULE "A"
SOURCE OF TOPOGRAPHY:
ADDRESS:
DATE OF TOPOGRAPHY:
INLAND AERIAL SURVEYS, INC.
7117 ARLINGTON AVENUE, SUITE "A"
RIVERSIDE, CA 92503
JULY 11, 2023 TELEPHONE: (951) 687-4252
EXHIBIT PREPARER:
ADDRESS:
CONTACT:
CHRISTIANSEN & COMPANY
5225 CANYON CREST DRIVE, SUITE 251
RIVERSIDE, CA 92507
KEITH CHRISTIANSEN TELEPHONE: (951)323-4713
CONTACT: STEFAN VOGEL TELEPHONE: (626) 277-6782
LAND OWNER:
ADDRESS:
DESERT CARE, LLC
31190 CALLE CAYUGA
CATHEDRAL CITY, CA 92234
APPLICANT:
ADDRESS:
CONTACT:
DATA TABLE
COACHELLA VALLEY COMMUNITY DEELOPMENT GROUP, INC
36101 BOB HOPE DRIVE, SUITE E5
RANCHO MIRAGE, CA 92270
STEFAN VOGEL TELEPHONE: (626) 277-6782
EXHIBIT DATE: MARCH 4, 2024
PRELIMINARY GRADING & DRAINAGE PLAN
ARCHITECT:
ADDRESS:
CONTACT:
HUMPHREYS & PARTNERS ARCHITECTS, LP
2350 BRISTOL STREET
COSTA MESA, CA 92626
VELY ZAJEC TELEPHONE: (949)955-4500
LANDSCAPE ARCHITECT:
ADDRESS:
CONTACT:
JSA LANDSCAPE ARCHITECT
19846 COVENTRY LANE
HUNTINGTON BEACH, CA 92646
JIM SHROPE TELEPHONE: (760)610-9873
GEO/INFILTRATION:
ADDRESS:
CONTACT:
SLADDEN ENGINEERING
45090 GOLF CENTER PARKWAY
INDIO, CA 92201
BRETT ANDERSON TELEPHONE: (760)863-0713
email: [email protected]
email: [email protected]
email: [email protected]
email: [email protected]
email: [email protected]
email: [email protected]
RETENTION BASIN (47960 SF)
PRIVATE
PRIVATE
PRIVATE
PRIVATE
PRIVATE
AREAS:
GEOTECHNICAL:
ADDRESS:
CONTACT:
LANDMARK CONSULTANTS, INC.
77-948 WILDCAT DRIVE
PALM DESERT, CA 92211
GREG M. CHANDRA TELEPHONE: (760)360-0665
email: [email protected]
P/L
DATE PALM DRIVE
63'
47' 16'11'
73'
INDICATES 4" DECORATIVE CONCRETE
INDICATES FLOWLINE
INDICATES TOP OF CURB
INDICATES TOP OF PAVEMENT
FL
TC
TP
INDICATE LINEAR FEETL.F.
INDICATES INVERT ELEVATION
INDICATES TOP OF GRATE
INV.
TG
INDICATES PROPERTY LINEP/L
INDICATES FINISHED HARD SURFACEFS
INDICATES TOP OF FOOTINGTF
INDICATES TOP OF WALLTW
INDICATES PLANTERP
INDICATES FINISHED DIRTFG
INDICATES BLOCK WALL
INDICATES BOTTOMBTM
PER LANDSCAPE PLAN
INDICATES 4" AC OVER 6" AB
INDICATES EXISTING CONTOUR
INDICATES PROPOSED CONTOUR
(50)
50 INDICATES EXISTING GRADEEG
LEGEND
BLDG. #11BLDG. #10
PAVERS (4650 SF)
GUTTERS (14689 SF)
INDICATES 6" PAVERS
E
XXXXX ROSEMOUNT AVENUE
PRELIMINARY GRADING & DRAINAGE PLANTHE WREN
APN 670-110-043
INDICATES 4" DECORATIVE CONCRETE
INDICATES FLOWLINE
INDICATES TOP OF CURB
INDICATES TOP OF PAVEMENNT
FL
TC
TP
INDICATE LINEAR FEET
L.F.
INDICATES INVERT ELEVATIONO
INDICATES TOP OF GRATE
INV.
TG
INDICATES PROPERTY LINE
P/L
INDICATES FINISHED HARD SURFACE
FS
INDICATES TOP OF FOOTING
TF
INDICATES TOP OF WALL
TW
INDICATES PLANTER
P
INDICATES FINISHED DIRT
FG
INDICATES BLOCK WALL
INDICATES BOTTOM
BTM
INDICATES EXISTINGGGG GRADEGRADE
EG
LEGEND
30TH AVENUE
NORTHGATE ACCESS ROAD
SCALE: 1"=40'
PROPOSED 26' WIDE
4" AC OVER 6" ABACCESS ROAD
63'
47' 16'11'
73'
52'
32'
P/L
PROPOSED NORTHGATEACCESS ROAD
26'
5' 13' 13' 5'
2%2:1 max. 2%
2% 2:1 max.PROP. 6"CURB & GUTTER
PROP. 6"TYPE "D" CURB
PROP. 4" ACOVER 6" AB(CRUSHED MISC.)
COMPACTED SUBGRADE
N.T.S.