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ESTATES SUBDIVISION #4 IA .-NORMMCH ST_ 0 40' 80,
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r-(1 6.82EG) (16.41SW)
00 SCALE 1 40'
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EXISTING GRAYCLIFF
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(1 4.92EG) - - - - ... ESTATES SUBDIVISION #4 Ln
16.80FG 16.30FG 15.9 9 FG 16.49 FIG
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16.23SW
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16.63F6 16 13FG C)
(D G) BLOC K 7 05 EXISTING GRAYCLIFF cj-)
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(1 5.36EG) 15.83F -/\'-16.33'FG
ESTATES SUBDIVISION #4 (D
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B 18.06FG >
1 8.08FG
19.1 OFG M
17.70SW
17.90FG 18.1 OFG 19.1 OFG 19.05FG 19.36FG (19.61 EG) (D
16.151`1 15 95FG 18.35FG 18.50FG 18.75FG 18.90FG 19.35FG 19.50FG 19.75FG 9.90FG 20.1 OFG
1_04SW 18.28FG 1 20.15
19.15SW
16.88FG �:;
BLOCK 5 7.63%_r
6. 0% 16.71 FG 0 ci-)
�,,j I 17.06FG 17.25FG CN 18.55FG 18.86FG
(15.69EG)-/ 15.65FG-/\\-16.151FG C6 17.43FG 17.61 FIG 17.80FG �o 17.98FG 18.95SW C-D
00 1 00 18.631`13;��' 18.84FG 00
- - - - - - - - - - - - - -- .6 06 18.66FG-\ 1 8.48FG U? 18. FIG .4-
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16.21 FG 16.38FG 16.56FG 16.75FG 16.93FG 17.11 FIG 17.30FG 17.48FG-/ 17.78FG - - - - - - - - - - - - - u-) A
B V 18.13FG 18.34FG 18.16FG-/ 17.98FG I 18.39FG - 0L Li-i
A A A 17.54FG .1 9FG 1 8.89FG 18.70FG 19.20FG
- r*_ A A 17.79FG 18 18.79SW 0 <<
16.27FG 15.77FG 0 l' .86SW A A A A A A A A A Lll LL <<
- 2.17% Y - - i BLOCK 3 3.29% (1 9.78EG) Lij
1 0 u-j
1 0
(16.01 EG) 15.46FG 15.96FG 15.92SW 5.90FG& @ 0 @ @ 7-06 25 23 @ 0
U2 17.48FG� 0 0 I II L-1 -
@ -1 0 8
16.07FG-\\ 16.26FG-N\,� co II
B 16.44FG-\,.., 16.63FG--\,, 16.81 FG-\,,,. 16.99FG� 17.18FG-N\ 17.24FG < A
- - - - - - - - - - - - - - - - - - - - 17.82FG 18.04FG-\ Z17.86FG--\ 17.67FG--\ 17.49FG--\ vi I I LL_ <<
17.89FG-\
18.32FG-/ 18.54FG-/ 18.36FG-/ 18.17FG 17.99FG��/ -18.46SW A 51FGxll.9.O1FG
16.04sw -7 18.40FG-/ _V I - - - - -
16 57FG I
16.47F I G 15 97FG 16.40FG 16.76FG-/ 16.94FG-/ 17.13FG-/ 17.31 FG-/ 17.49 FG 17.68FG-/ 1 7.74FG 18.71 FG 1 18.21 FIG 18. LL_
1 8.59SW'0.63\'% 17.98FG-/
��_(l 9.89EG)
15.67FG-/\-1 6.17FG 16.38SW 16.47SW 16. 1 120 A Clif 17.02SW 17 1 SW I.J
(1 6.40EG) 1 .2 17.39SW-/ 17.57S \-1 7.63SW 2SW-/ I I itsilill
1 \ �' 18.25S'ilil- 18.0,7sw-j 18.31 SIN 18.61 SIN
17.89SW 18.95SW c:
A W. LYRA ST. z
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16.44TBC 16.19SW W. LYRA ST.
16.86FG 16 36FG 16.42FG i I
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(1 6.87EG)-/ 1 16.0 6 FIG 16.5 6 FIG 16.48FG /_1 6.54SW /_1 6.72SW 16 90SW r-1 7.09SW /-17.27SW 17.46SW 17.75SW /-18 /-18.48SW 1 8.30SW /-1 8.11 SIN 17.93SW it I
LL_ U4 .1 4SW 18.30sw 18.49SW 1 8.67SW 0
LL_ Z 18.92SW
-:j o 16.56TBC 16 60FG 16.47FG 17 70SW I - I I
p A 46 16.64FG 16.82FG 17 01 FIG 17.1 9FG 17.37FG 7.74SW 17.87FG 18.24FG It
II
, _ _/7 18.58FG 18.40FG 18.22FG 18.03FG
> 16.4 1 1 1 FG_ 18.40FG 18.59FG 18.77FG 18.98FG
III�176 8�7 G 13FG
- -16.54FG 16.60FG-\Il �\:l 5.53FG III�716.51 FIG Lo III�l 6.69FG
of C) 17.04FG ��l 5.97FG 716.14FG 16.32FG _ I(ll 7 55 /1'
V) 2.38% y FIG 18.09FG 0) 27FG 18.48FG Ii
FIG C)
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0 D @ 1 3 \\'�4 18.
M BLOCK 5 1 7.05FG 7.37FG \\-17.74FG III�717.90FG \\-17.72FG 17.53 �j 7.90�FG
0 (1 7.33EG) 1 6.24FG 16.74
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FZ v) QV \-16.62TBC n 1 (3 @ 0 08 9
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cn A A A A A A A A
A
LLJ 17.23FG 16.73FG A A A A A A A A
U) 16.43FG 16.87FG 15 84FG 16.27FG 16.44FG
16.63FG 17.00FG
Ld 16.81 FG 17.18FG 17.36FG 17.67FG 18.04
8 72% FIG 18.39FG 18.21 FG 18.02FG 17.84FG
/---18.20FG 18.39FG 18.78FG
- - - - - - - - - - - - - - - -
\-_16.7_7FG lll�II 94FG
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18.71 FG 18.52FG c"I
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18.89FG 19.08FG I) 19.28FG
(18.53 8.41 SIN
(1 7.64EG) (1 8.04EG) (18.21 EG) (17. EG) 8.17E (1 3 EG)
L7
717.31 FG 7.50FG 17.68FG 17.86FG 18.41 SIN 18.17FG 18 54FG \\-18.89FG- 18.58FG
1 6.63FG Ln 90FG
ai
EG) 98EG)-/ (17.97EG)-/ (18.07 (1 G)T -��--18.34FG 18.70FG
8. 4 _/K_1 - - - - - -
(i 8.50EG) (1 8.69EG) G)) (i 9.06EG)7 (19.1 5EG)� (19.31 EG) (19 43EG)
(1 8.90E (1 9.60EG) (19.61 EG) (19.41 EG) (20.09EG)
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UNPLATTED
UNPLATTED
BACKYARD SWALE
BACKYARD SWALE CAN BE ADJUSTED
CONTINUES INTO TO GAIN POSITIVE
NEXT LOT. SEE DRAINAGE TO FRONT
DETAIL THIS SHEET OF THE LOT. SWALE
CAN BE NO CLOSER FENCELINE
THAN 10 FT TO BERM
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NOTES:
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1-ft-ft LLJ CD cN
1. THE BUILDING ENVELOPES ARE BASED ON THE CITY OF Lj ow� >-
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MERIDIAN MINIMUM SETBACKS. u) c c1l
uj L�j C) cl:� c) cD
c) C) '-) ILI)
BACK OF SIDEWALK uj I LLj
2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED P/L CD 0-
CD
�< �2 m
ON THE LOWEST TOB BACK OF CURB ELEVATION ALONG THE 61.0' 20.0' m
FRONTAGE OF THE LOT, PLUS 20 FT @ 2% AND THEN AN VARIES-SEE PLAN M c�
LLJ
(12' MIN) =
ADDITIONAL 12" PER THE 2003 INTERNATIONAL RESIDENTIAL 3: u
LLJ
CODE SECTION R403.1.7.3. I tor. < LLJ �_
Q:� = <
SEE DeT cil u C:) Lj- ILI)
�-� Ak 0.50% GRADE
1 + 3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET.
0.50%. GRADE S\o NA L
SIDEWALK 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 rvol- C-) ST
FEET FROM THE STRUCTURE. 2' �)00-
CURB & SIDEWALK 5. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED
GUTTER BY THE CITY OF MERIDIAN BUILDING OFFICIAL AT ISSUANCE 9412
STREET CURB & OF BUILDING PERMIT BASED UPON REVIEW OF AN LOT GRADING DETAIL dll�l 11/07/23 0
GUTTER STREET ENGINEERED INDIVIDUAL LOT GRADING PLAN. cl or Io�-
S. KIIi
8
.........................
15.HFG
R
18
TYPICAL "B" LOT TYPICAL "A" LOT
DRAINAGE DETAIL DRAINAGE DETAIL SHEET
NOT TO SCALE NOT TO SCALE
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