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', --- ° a GRADING PLAN LEGEND, NOTES -
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\ ° a I 8W.C' / `���\ EXISTING CONTOUR (1' INTERVAL) L
w =
Z_
FINISHED GRADE CONTOUR (2.5' INTERVAL) y
--- _ EGR _. .. :: : : :. .: w ° - s O �2j�l FINISHED GRADE CONTOUR (0.5' INTERVAL) Z
�- PI \ - - a EGR FR a s �15.58 TOA FINISHED GRADE TOP OF ASPHALT a
EGR - GR a 1 .� ■`� o
- SS \ \\ \\\ 15.58 TOC FINISHED GRADE TOP OF CONCRETE = Z N
°Q /
° 2 \ \ \\ \\\\\ �15.58 SW FINISHED GRADE AT SIDEWALKCO
W w
_10 < GI LL LL : w ` I P \\\ \\ \\ \ �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB W w
UP UP UP UP _I \\ �15.58 TRC Z w
_ __ _ - = - roe- - - ro\- - rp =Y � � \\\ \\\\\\ FINISHED GRADE TOP OF ROLLED CURB
. . . . . . . . . . . . . . . . . . . . . . . . . . . .
Z�� 15.58 GRATE FINISHED (0
NISHED GRADE AT TOP OF INLET GRATE a
. . . . . . . . . . . . . . .
801 - - _ \ \\\ \\
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/ - - GI _ - - - - - - ��� 15.58 EG EXISTING GRADE
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DIRECTION OF SHEET FLOW � w
_ \ \\\ \\46. TOA PI PI
TO
"'- - - - -• 11.00 FF BUILDING FINISH FLOOR ELEVATION
GRATE : / - - - - - -, - - \ \\\ \\\ \ 11.00 EG LOWEST EXISTING GRADE WITHIN
9D 3D 9D 80 r\ \ \ \\\ BUILDING FOOTPRINT
\ANAL
- - - / - - 41 TOA o \�� \\ \ \\\\\ 11.00 DG 'DESIGN GRADE' OF BUILDING PAD gS
ow - • \ \ \\ �o\\\ \\\ [BOTTOM OF 3/4"- MAT..SEE NOTE ON
46.32
I GRATE \\\ \\ \\ DETAIL SHEETS FOR ADD. INFORMATION]
46.62+
17882 R` •' a v O\
PING DOWN+ w`';± •. .. .� •• ' � _, - \ \ I � \ \ JI PEDESTRIAN RAMP (SLOPING N ,f
47.2 FG ° \. 4 , T • e•• 1 \ \ W/ ARROW DIRECTION) 9�F•E�
[47.2 EG] �% 46.7 • •. j 25�48.20 TOA 48.27 RIM \ OF C9
2 A
47.27 RIM r46.8 TOR ' F' • ' /a., 48.28 RIM - �� I RAMP SLOPES MUST MEET ALL ADA GUIDELINES &
47.06 SW �l �f '+ "•• �' 48.17 RIM REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX
I.
/ N \ �I .
='.'a+ ,^:,'�•'+ 2549.55 FF •�a \ �� 47.52 TOC y \, f�° %° 9� 48.29 TOA I + 48[48.1 EG]1 FG CROSS-SLOPE FLAT LANDINGS FOR MANUEVERING. NO
TOLERANCES FOR ADA REQUIREMENTS.
CHECKED BY:
2548.75 DG 48.02 SW s `� P� 48.00 TOA I NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% DAVID A. BAILEY P.E.
48.68 SW .41 TOA DRAWN BY:
se ': 4 3 T 47 47.52 TOC 2$g� O SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE R
IKSC
I ."; 49.34 SW AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT
2549.80 FF ' �° 1 \` I SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE,
II I a : • / i -' 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY
II 2549.00 DG SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR
I II e .25 TO / \ 44�5 1 L 47.50 TOA REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE.
�47.6 T OA � m m
II / �� I ' ' \ V � ♦ A\ 77.5 7 70A / 47.21 GRATE i o
48.01 TEA ° �\ i 48.32 TOA' a \ ♦ 47.97\TO %° 48.25 TRC
° A _ 47.32 TOA
47.51 TOA
I I ' \ i 47.46 TOA , -
4 .74 TOA \ 3_�2�\ �s,/ i �.7q
I I 49.59 SW 1 `J ® \ \ � '� , 48.15 TOA
47.77 TOA ° �, �38
.e •v• y29 Q' _
47.75 TO, i J� v ---- -----
47.
• r j \ o°° / 48.46 TO e v A Z
w _3_2% s 47.43 TOA F
m l J i • \ \ \ 7 TOA_�q � 47.71 TOA a
l o \� !' ' \ \ 48.92\T48 74 t0A\ 48.70 14 , // 47.72 TOA ° I s • / i I U
48.92 TOA \
48. P 47.55 TOA
I�/ I 83 TOC \ \ 48.70 48.68 T A \ \ 47.50 GRA / \ / r ' <;::;<
- - 48.85 TOC c° / \ w-h N V ��� \`; 47.51 TOA \ I s
g. i / o 0
Ld
:.
48.59 TOC \ ' a
84 72 TOA48.24 GRATE \ �'
\ /�s 47.99 TlOA o ° 47.79 TOA �47.76 TOA
I\ \ 48.66 TOA w ` \ 48.11` \\ ?� \\\ 48. TOA : e :�:•:` 48.55 La•... I • •• I I
448.60 TO ::::::
z
�4g.59 TOA- � " o� �` � 48.1 TO TA '� 'a '' •e �- `r •:•:<•:
48.24 GRATE :\ 48. 1\TOA
48.65 SW ------: : ------ ' n CV
II / / • .. \ °;¢`<': 2549.15 FF V '
1 48.34 TOA 48.47 TOA : . •. 47.70 TOA • ' 2548.35 DG z _
/ b I m
II Q
Itl 47.8 AT0 I 47.72 TO ••'
/ � ••. :. .• � 2548.85 FF 47.8 'TO
48.55 sw
/ e
41 47.92 GRATE 2548.05 DG
48.36.47 O A v' 48.97 SW
III 9D ------
I
• ( \ \ 47.45 GRATE
�� ' ' • 47.83 TO
\q
- _ 2549.05 FF :' \ �° Z �J
4 .12 TOA g - - - 47.87 TOA
7 2548.25 DG N� '^x'' � � 47.780TOA��
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;a.'• -
e � � •• �47.72 TOA
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LL a.
\I 2549.05 FF 48.85 sw --- z
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II 2548.25 DG 47.8o roA
I. 48.92 SW ,+' :' +a:*b • 48.55 SW 48.72 TRC
II rti Y 4.
48.55 TOA
i
48.45 TOA • Q:::•:. i t I 2549.35 FF 47.87 TOA •'
-I 2548.55 DG \ 47.62 TOA 47.65 TOA
I
A. 48.78 TRC
2548.85 FF a 4 0
J
' °' 2548.05 DG D.. •• ' p I /y.
49.13 SW °' 48.65 SW a a'• a 48.77 RIM o
• 47.60 TOA 48 69 RIM
/ 47.62 TOA .45 G -- -
Q
N •e. %. 47 RATE
trj \ ',ifb 47.5 TOA \ i 48.68 TOA I // �00• fr. x g. 2548.55 DG o-
a 47.87 TOA I i 48.85 TRC
•'e •• ° V e .p rJ rn
• 49.15 Sw
2549.35 FF 49.15 SW
g 2548.55 DG 47.71 TOA _ I
III I 92 T A \ - 74 TOA I 7.98 TOA I n ____ ___ _______r________- ____
e 47. r 4 _ __ _ 1LL
TOA
z I 47 8 ; I I 48 8 FG
47.88 TOA - - - - - 9.15 SW [48.8 EG]
.: 2549.80 FF ' ;-
,g.
48.8 FG 2549.00 DG
4
• • I I � ® LL
1 [48.8 EG]
L
+
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2548.85 FF ___________________ ---L===---
rr I
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D 2548.05 DG
a + \4 I
4&65 SW a � I N
I1 I e \ \ 48.10 TOA-
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\ p'.' a
48.21 TOA
• 4 "
+
n
II da - 48.29 TO ---------------- ----------------
+ " \ 2549.35 FF \\ `A I
III •°1 � p.•. Q
\ 2548.55 DG Q W
I I 49.15 SW
49.14 SW ! 48.16 TOA 2549.75 FF
--
a •� �' 2549.50 FF \ a - -
h 2548.95 DG
2548.70 DG
\ d Pv• e I I
r • ----
I
Z : I 49.28 SW L. • ' I T i I
° •a I' , �' I""I""I48.47 A ':' L
i
2549.80 FF \ ° ! \ 148.52 TOA I 48.11 TOA :;;;:• 49.15 SW I
V7 - :::-X•: I I
' I 48.47 TOA 1 48.30 TOA 48.07 TOA I
2549.00 DG \ v *° ' i 48.5_7�TOA 48.14 TOA I r . I I
e. \ \. - �- L .�. z � -- I --- --------------- '-------------- o o DATE:
• ------------- ---------------- - -
- •' '•. .. ;• \ \ \ /C \ � 48.11 TOA 1. I .'• ;;.;.;;;. T 8 25 2023
J � I I
\ 4 �. \ TOA i
I I . , • '` 48.47 TOA \ / \ \ N , PROJECT.
48. 7 T \ \ 4 .
r..
c2o22-oos
41
20 0 10 20 40SHEET
MATCH SHEET 4. 3 °.�.' ° 1 R 3/TOA '�, ;, W W 49.15 TOA S H E E T
MATCH SHEET 4. 3 .. :P :: 49.32 TRC MATCH SHEET 4. 3
SCALE IN FEET
1"=20' s2