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ESTATES SUBDIVISION #1 - - - - _ _ - ' /I\ �18.36FG 18.50FG 18.68FG ' • '"�A ��1�, SCALE 1 = 50
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16.83FG� .> \ DESIGN FINISHED \
1 (17.00EG) � 18.58FG � �• '` ���\ \ 0 16.58FG" \ \ GRADES I 9 °Of 10 00 11 cof 12 co \ \
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GRADES 34 \ \" \\\ \ 1 __ _�' A A A A h 19.34FG
1 (15.16EG) I \ y\ \\\ \ } I -
18.90FG N BLOCK 4 \
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1 0.60% \� \\\� - I '' I18.12FG 18.27FG 18.46FG 18.64FG \\ \`\ \\ Z
\� 17.33FG __--16.83FG \\ \\: \ 16.97SW \\\ I ' - - - - - - - - - - - - - \
16.58FG :::r (16.92EG) (16.30EG) (16.42EG (16.57EG) (16.72EG) (16.90EG),�' (17.13EG)
JJ \ 1'`\\ 17.08FG • ` •': - _ _ 17.23EG
19.90FG 20.02FG \ \ LL Q
_� ( ) :?? 18.62FG 18.77FG 18.96FG 19.14FG 19.40FG II 5
�\ �J �\ \\` \\ 16.71 FG 16.85FG 17.03FG
\\ B \��\ r\\� ' 17.22FG 17.41FG 17.59FG 17.78FG
19.12FG 19.27FG 19.46FG
19.11 FG �s
19 90FG
15.040) `� \\ �16.21 FG 16.53FG 16.72FG i- - - - - - - - - - - - - \ i I
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\ 0.59% BLOCK ` �\ \`�1 A 16.91 FG 17.09FG , 17.28FG 17.44FG� / - - - - - - - - I W
\ \ \ 16.35FG , I 17.55FG FG 17.90FG 2 18.46FG 1 i .
i ] 18.08FG 18.27FG 18.58FG \9.00SW •• tp':'..;.;' clysl 5
\� 16.64FG \ co
\\16.78SW "'? B B B B g B a� �8 / 18.50FG \ \ i^ _ I
17.14FG 16.39FG I \ \` \ 2 2,�� B o A A A q A o
16.89FG' \ /� 20 I 19.68SW
O N 19\
A i 18.74SWCD
L� ``\ \\ \ I \ 27 Lo 26 � 25 BLOCK 4 2 m 21 8 20 BLOCK 4 I (19.2
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J 1 ` \:`.; 16.23FG +� 0 17.14FG 1 "' "' "' 7 Imo' 16 °O 14 I I 18.85: - -
15.90FG 16.04FG I !C 1C !C +� O o O 0.53% I
1 \ \ 16.41 FG 16.60FG 16.79FG 16.97FG 18.72SW 1�18.33FG 18.66/G
_ _ I 17 24FG 17.41 FG 17.59FG 17.78FG 17.97FG 18.15FG 18127FG8.11 FG
Q (14.81EG) it 36 \ \\\\\ \\ - - __ - - - - - - - - - - - - - - - - -
(21 1 19.16FG (19.61EG)
1 0 1 \ \ 16.40FG 16.54FG 16.73FG 16.91 FG 17.1 OFG 17.29FG 17.66FG v /�
1 m ► 0.59% 1 I 1 \\11 �\\ I I 17.72FG 17.91 FG 18.09FG 18.28FG 18.47FG 18.65FG 18.77FG18.59FG I 18.16FG
I 16.42FG \ 11 17.47FG
C� 1 16.56SW \1 \ 17.61 SW 18.66FG
it Z (n 16.92FG 1 16.17FG I \ 11 :::.:::::::::::::::::::::::::::. I I BLOCK 3 I
- -:.::::::::::::.. 0.56%
- 18.55SW 18.51 FG
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16.43SW 16.62SW 16.81SW 16.99SW 17.18SW 17.37SW 17.55SW 17.80SW 17.99SW 18.17SW / 18.36SW 18.54SW 18.66SW 18.46SW I 19.01FG (19.63EG)
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W it 16.1OFG 16.6oFc, N III III - - 2717 - �.-NORVV� ST. 271a I A
(14.87EG) I / ��16.35FG 16.33SW
0.59x 1 I _ I 17.�9LFG I Z
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18.48FG
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I i 16.44SW
17.57SW
16.63SW 16.82SW 17.00SW 17.19SW_------- 17.38SW 0.56%
16.84F6 ----- 38 :`.�::::::::�:�;:�;:�;:�;:�;:�;:�;:? ..... I II �� 16.27SW -�- - 17.63SW �
n 17.81SW 18.00SW 18.18SW 18.37SW_----. 18.56SW 18.37SW �� 18.33FG - (19.57EG)
:::: 18.65SW I 18.47SW �� 18.83FG
14.92EG / lii 16.38FG 17.67FG
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16.82FG I I 1 16.55FG 16.74FG 16.93FG 17.11 FG 17.30FG 17.49FG `� \ q II
17.92FG 18.11 FG
17.73FG �1 18.29FG 18.48FG 18.67FG 18.76FG \
EXISTING PHASHED II - - _ - - - - - - - - - - - - - - - - - - 18.57FG
DESIGN FINISHED - -- - - - - - - - -
/���� i �p i 15.90FG - - - - - r 16.80FG 17.00FG - 18.29FG 17.79FG
GRADES I I I I 16.05FG 16.24FG 16.43FG 16.61 FG
i I I I I I �� 17.25FG 17.42FG 17.61 FG 17.80FG \
(� II III 000 o 17.15FG 17.98FG 18.17FG
18.26FG
O 0.58%
3 n} 4 } 05 01
0 18.09FG 18.18SW 18.14FG _
BLOCK 7 O CD O of C) \6 � O 8 O of 10 u r 11 or 12 of 13 14 15 ° 18.64FG (19.66EG) Q
A A A A ��1 A A } I ��1 O BLOCK 7 O o O }} I I q
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of A A A A A A A of III w I 17.95FG \\
' I III III ( 16.20FG 16.36FG 16.54FG 16.73FG 17.46FG � 18.40FG ; ; 18.58FG\
J III III 16.92FG 17.lOFG I 17.56FG 17.72FG o
- 17.29FG�' 17.91 FG 18.10FG 18.28FG 1 18.47FG 18.57FG III 18.45FG - - 19.14FG
� III III - - - -
` I I• 1.08°
III jll 16.68FG 16.86FG 17.04FG 17.23FG 17.42FG-2718 17.60FG 17.79FG 18.04FG 18.22FG 18.41FG 18.60FG 18.78FG 18.97FG 19.07FG 18.90FG 18.38SW 18.70FG 19.22FG
BACKYARD SWALE D III I�! 17.98FG_
BACKYARD SWALE CAN BE ADJUSTED � 17.70FG -- 1 -
(19.60EG)
CONTINUES INTO TO GAIN POSITIVE iii i��
17.90FG 18.1OFG 18.35FG 18.50FG 18.75FG 18.90FG 19.10FG 19.35FG 19.50FG 19.75FG 19.90FG 20.10FG 20.15FG 20.00FG /NEXT LOT. SEE DRAINAGE TO FRONT III I'jG) I II i 19.10FG /
DETAIL THIS SHEET OF THE LOT. SWALE I III (16.2oEG) (16.31 EG) (16.58EG
IIV I ) (16.81EG) (17.00EG) I (17.32EG)
CAN BE NO CLOSER FENCELINE I II I (17.78EG) (17.89EG) (18.05EG) (18.21EG) (18.50EG) (18.47EG) (18.62EG) / I�
THAN 10 FT TO BERM
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1. THE BUILDING ENVELOPES ARE BASED ON THE CITY OF (7 � N co w
MERIDIAN MINIMUM SETBACKS. z �' a z m Y o
+: :+ BACK OF SIDEWALK W w w p Y Ucf) co o /�
t = Q U O w
2. THE MINIMUM TOP OF STEM WALL ELEVATIONS ARE BASED P/L o
ON THE LOWEST TOB BACK OF CURB ELEVATION ALONG THE "2 00 m
VARIES-SEE PLAN 61.0' 20.0' V m o
I _ _ FRONTAGE OF THE LOT, PLUS 20 FT ® 2% AND THEN AN (12' MIN) z Y o
ADDITIONAL 12" PER THE 2003 INTERNATIONAL RESIDENTIAL
CODE SECTION R403.1.7.3. q = Q J
�0� Se"Dtq o U o o
3. FOUNDATIONS MAY BE STEPPED A MAXIMUM OF 2 FEET. 0.50% GRADE
I I 10NAL
� � 0.50% GRADE
SIDEWALK I I 4. REAR YARD SWALES SHOULD BE NO CLOSER THAN 10 �5��a�P\� �5S `,\STE
FEET FROM THE STRUCTURE.
CURB &
SIDEWALK 5. EXCEPTIONS TO THIS GRADING PLAN MAY BE APPROVED 9412
GUTTER STREET BY THE CITY OF MERIDIAN BUILDING OFFICIAL AT ISSUANCE 06/16/23
CURB & OF BUILDING PERMIT BASED UPON REVIEW OF AN LOT GRADING DETAIL 611, o
GUTTER STREET ENGINEERED INDIVIDUAL LOT GRADING PLAN. cy� s oK►N���P
TYPICAL "B" LOT TYPICAL "A" LOT
DRAINAGE DETAIL DRAINAGE DETAIL SHEET
NOT TO SCALE NOT TO SCALE
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