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MATCH LINE: SEE SHEET C4.20
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2713.87 I 2714.65 (�
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5.39 2714.01 WME
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5.11 I - - 2713.73 \ \\\ \
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2713.52
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M 216.02 215.06 N \\ \
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w 2713.24 2715.94 2714.98 I\\\ \\\ \
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- - - 2713.15 BLOCK
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2712.50
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2712.80
2714.43
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2712.98 715.70 1 2714.75 ® FG ME
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2715.15
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32 2712.88ME
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2715.16
2712.70 ��73 FG A
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2712.96 2715.23 2714.29 \ 1 2715.FG \\ \\\\\
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2714.34 \ \\ \ \
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2713.67 i I FG
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2714.83
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2 N 2713.35 - - - - - 2714.08 _ _ FG \\ \\ \\
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28 2713.FG - - - 1 - - - 2714.87 \ I I III
21 I 1 - 2714.6� - - 2714.92
2713.91 2715.74 2714.811 2714.65 \
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27- FG 2714.03 FG
/ 2>I4 FG
1 5 2715.36.
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2714.25 FG 2715.18 2715.0E I I I
FG
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19 1 16 2715.69 /
b _ _ FG
2714.59 2716.48 2715.55 FG
N 2715.39
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25 271a.71 9 II III
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/ 2714.93 18 - 1 279 17 2715.76
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24 �N 2716.12
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2715.18 � 2716.03
23 271s.2o W. LYRA ST 271s.06 / � III II I
FG 16 2716.27 FG 1 1 I
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- - - - - - - - - 2716.8
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2715.76 20FG
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2715.38
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2715.64
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2715.98
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2716.32
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2716.46 II I I \
216.5E I 14 FG
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2717.33
GENERAL NOTES
1. CONTRACTOR TO VERIFY EXISTING GRADES SHOWN ON THE PLAN.
2. CONTRACTOR TO ENSURE POSITIVE DRAINAGE. IF A CONFLICT OCCURS BETWEEN THESE
PLANS AND FIELD CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER
IMMEDIATELY.
3. ALL GRADING AND EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE
GEOTECHNICAL ENGINEERING REPORT.
ENGINEER: NATURAL RESOURCE SOLUTIONS LLC.
ADDRESS: 5740 N. APPLEBROOK WAY
BOISE, IDAHO 83713
PHONE: (208)850-4926
DATE: 10/09/2019
PROJECT No.: GEOTECH PROJECT No.
4. ALL EXISTING UTILITY LOCATIONS SHOWN HEREIN ARE APPROXIMATE ONLY. IT SHALL BE
THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL Z
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO COMMENCING a
CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL UTILITIES ARE SHOWN HEREON.
THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT �i
SHOWN IN THEIR PROPER LOCATION. w
0
LEGEND w
Q
0
- - PROPERTY LINE
RIGHT-OF-WAY LINE
ADJACENT PROPERTY LINE
EXISTING IMPROVEMENTS
4 SAWCUT LINE
- � - GRADE BREAK
-4200- EXISTING MAJOR CONTOUR
- 420 r - EXISTING MINOR CONTOUR
2 PROPOSED MAJOR CONTOUR
20 PROPOSED MINOR CONTOUR
- PROPOSED A.C. PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED LANDSCAPE
G6.34 EXISTING GRADE SPOT ELEVATION
97.66 PROPOSED GRADE SPOT ELEVATION
FG
ABBREVIATIONS
97.66 FINISHED GRADE SPOT ELEVATION
FG
97.66 EXISTING GRADE SPOT ELEVATION
EG
97.6E FINISHED GRADE/MATCH EXISTING SPOT ELEVATION
FG ME
2716.50- - r I I I 2716.86 2716.92
- - - -FG 2716.44 19 1 18 1 17 16 15 FG FG
FG I 1
----271813
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- - - - - - BLOCK 5
------ --- EG \\ -- 2718.FG/
717.5E eG 97 G�i 2719.22 _2719.23 _ 2719.12 2718.89 715- 2718.81 _-_ _2718 EG
2720= _ i�i ,EG = _ _ EG- EG EG- _ _ _ EG- _ _- EG _
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NORTH
0 40' 80' 160'
SCALE: 1 " = 40'
KEY MAP
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C4.10