CC - Lot Grading1
NM �
OKOR y WAy
18.71t /MA
�■/
2618
18.43t
MA 18.74t
MA 19
18.00±
MA / / / 14 A
/ / d 17.94t
13 ��� Ee �` ° . MA
17.85t -- B
MA / / v ti� - ---- _ -18
12 17.42 `3QF
17.69t\
/ s / 17.39>- MA / _ � � --
wJ
17.70t �,+ // / 18.39t 17.83E
MA �/ 1 // 11 S _ MA ,MA \
17.30 2619 �4
17.60t /
s
MA / / 17.13� 017.47
10 a �17.22 a 17.12
17.441A / / 17.04,
17.09 P� 18 2 \ 17.76t
/ MA
18.50
16.92 19 I
8
16.96 ,s I e�8
17.17t 7 I 2
MA / / / 20 19.00 2 19
16.88 �s,� 16.79 61 I
/ 18.94
1 1
17.00f f / /
/ / 15 16.71 / I 19.00E
MA /
/ s 18.84
21 a�
� 17.00t /s a°16.75
MA / 16.88 s
� / 16.63
/ 2 �
s s
/ 22 18.67 19-00±
I 16 MA
/ 16.77 16.65 a 0. o
/ MA 16.51 23
3
5 16.58 24 18.50 BLOCK 1 o n s's
18.95t
16.50 17 MA
18.40
16.84t i 1
MA I 4 I 2 w
N 17.61-
s
18.29
-16.58 w I
rococo ••
� 2613
o w
N N N °
N 7 PARKIN G STALLS
16.70t ti •co
I MA I s° s i .............................. • ti ry 18' x 9'= 6 3.0 0' 2 619
L
I I
I 3 - 2618 - - 718.36±16.85 I
4
18.36t
MA
_� I
I16.32E I O 7 2�'8
I MA \ L 1 ps ds as �as bs as = as - ns -as a - as as as as as MA 27t
� _
L2_ -- -
1 \ i{ - 18.15t
16.67t I - o / "16.86t 17.27BA ■ �AOOt ��IVA
MA
MA 16.98 1 j
� 1 I
4
I I
'_---- 261�
� I
Know what's below.
Call before you dig
NOTE: SEAL -ENGINEER BENCI
WORK CONTAINED WITHIN THESE PLANS Si
SHALL NOT COMMENCE UNTIL AN FFS oNAL OVALIST �c •PLANNING
ENCROACHMENT PERMIT AND/OR A Q�0 RF0 BLAINE A. WOMER •SURVEYING
GRADING PERMIT HAS BEEN ISSUED. CIVIL
No. 17011 CIVIL ENGINEERING ENGINEERING
*PUBLIC WORKS
DRAWING STATUS: 9�vT oe�
FOR AGENCY REVIEW MARK BY DATE APPR, DATE y�11F OF \�yjw B°ise, ID 83706, 4355 M Emerald St-t, Suite,45 . 1-208-593-7555 SCALE
ENGINEER REVISIONS COUNTY W N H
SEE SHEET
C 1.0
V:
0 20 40 60
EARTHWORK
CUT: 1,833 C.Y.
FILL: 374 C.Y.
ROADWAY MATERIAL: 931 C.Y.
NET: 2,390 C.Y. EXPORT
NOTE:
EARTHWORK QUANTITIES ARE BASED ON NEAT LINE
CUT/FILL. NO MATERIAL SHRINKAGE OR SWELL
FACTORS HAVE BEEN APPLIED TO MATERIALS.
® KEYNOTES
1. INSTALL 1.0' DEEP SWALE TO PREVENT RUNOFF ONTO NEIGHBORING
PROPERTY. SWALE SHALL HAVE 3:1 SIDE SLOPES.
2. INSTALL 5' WIDE ASPHALT PATHWAY PER DETAIL SHEET C2.1.
3. GAZEBO. SEE LANDSCAPE PLAN FOR DETAILS.
4. FAUX GATE BY OTHERS.
SHEET NOTES
A. SEE SHEET CIA FOR GENERAL AND ROADWAY NOTES.
B. SEE SHEET C2.0 FOR START OF ROADWAY GRADING. SEE SHEET C2.1
FOR TYPICAL ROADWAY SECTIONS.
C. EXISTING AND PROPOSED ELEVATIONS SHALL MATCH AT PROPERTY
LINES.
D. ALL GRADING SLOPES AT REAR AND SIDE OF LOTS ARE 3:1, UNLESS
OTHERWISE SHOWN.
SHEET NCI,
CITY
OF MERIDIAN, ID
C3.o
WOODCREST
TOWNHOMES SUBDIVISION
GRADING
IMPROVEMENT PLANS
FILE NO.
LOT GRADING
N1420004