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MATCH SHEET 4. 2 MATCH SHEET 4. 2 GRADING PLAN LEGEND, NOTES N N
MATCH SHEET 4. 2 _
• < 48.47 TOA `�
I ILu
°' \ 47.94 GRATE 47.85 TOA I w 49.15 TOA p \-2�� EXISTING CONTOUR (1' INTERVAL)
A.
I ° / �� � w \ 47.93 TOA \� w e° ; 49.32 TRC o 2� \ ■ Z
• ° . .: CID
48.31\TOA / \� 48.16 TOA I i / ; I FINISHED GRADE CONTOUR (2.5 INTERVAL) Z
I I °:.:;?
h 48.61 TO f^ �2>>> Z
��, - • �\ / w 48.13 TOA s s s
e' •
I o
• e d • \ \ �( I 49.41 RIM I .S�/ FINISHED GRADE CONTOUR (0.5' INTERVAL)
4j \ 48.13''TOA
49.2 FIG \ W 5 I 47.92 TOA 49.26 RIM
\ \\ \'� 48 337 Qp 48. 2 TOA J 1�98 TOA 49.28 RIM I I I �15.58 TOA FINISHED GRADE TOP OF ASPHALT ■� a
[49.2 EG] \ \ \\/ \ 48.40�TOA \ s / I � ------ v. 47.76 TOA
•. L o
I A A\ 48.72\ A/\\ v ° \ / I "� � %% �° 47.s4 GR e ��_ � 49�9 �� o I �15.58 Toc FINISHED GRADE TOP OF CONCRETE CS w
49.7 ° ----- -
I 49.62 TOA � T A i �66 TOA w 48.35 TO s/ � / 48.19 TOA I i I 47.82 TOA � ' '• 49.41 TOA
M I � 47.76 TOA •��'�_ ' ' � � W Z
\ \ g �p, E 48.221 TOA e -� I 15.58 SW FINISHED GRADE AT SIDEWALK � Z)
49.59 TOA - 474584�"TOTK ..e -- --- 47.96 TOA 49.48 TOA W
48.19 TOA �� ___-15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB W w
4 T `�,
I N ���1 Q�A w a(S 48.71 TOA � \ �\ / / 47.98 GRATE .. ''I y ..•° N - , o � Z �
e 1 �15.58 TRC
J. - TOA / Q FINISHED GRADE TOP OF ROLLED CURB u
I c9 -/ 47.98 GRATE 9 d I �a. :.•.< .
49.37 TOA °° = d 5 �:_:. W
49.04 GRATE O a/ 48.19 TOA I I I I I 2 ""'' -I �15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE ~ o
:.:•s:
TOAI
I . . I � ;;;.:. : I 49.45 TRC I _
49.40 49.60 A 49.18 GRATE � / � � 48.1 TOA c~n �
48.16 TOA °•.' • - • :r'¢ + I �15.58 EG EXISTING GRADE ui J
e _ ° 48.01 TOA :a __ I I h DIRECTION OF SHEET FLOW V w
yy
49.27 TOA / 48.45 TOA , \ ° ° r--------------- I 1
1�48.12 TOA -1=--- I m
e �-
_ 9.20 TOA d' �! b;a 'aF 48.18 TOA '' i �h�� 11.00 FF BUILDING FINISH FLOOR ELEVATION
'49.12 TOA - - � - e _ 1
49.3 TOA 49.2 TOA 9.16 TOA \ i e I 49.75 SW
49.45 TO •3>311 TOA \ 0 \ q .:..o I 11.00 EG EXISTING
RI TIDE WITHIN
11.00 DG 'DESIGN GRADE' OF BUILDING PAD �gS�O ST�FN(,��
' I I
2' 49.78'TOA \ • a 1 [BOTTOM OF 3/4" MAT..SEE NOTE ON �� �G �Q� F
DETAIL SHEETS FOR ADD. INFORMATION] Q� 09/01/2023�
FF
_ ------__' -- _
48.60 TOA
2548.95 DG `� ::`:; 17882
I IIII •I 49.14 TOA II T PEDESTRIAN RAMP (SLOPING DOWN
� I � 49.75 SW ' I
I ' W/ ARROW DIRECTION)
2549.85 FF 49.55 SW
a.:.. L
'.. :.. I . .': ::�.....: F
I I II � of
' ' o RAMP SLOPES MUST MEET ALL ADA GUIDELINES & li� •6 a« ». 49.07 TOA • i �N S. CRP
I: 50.37 SW 49.77 SW �, 2549.05 DG a ad¢d 49.02 TOA °r: ::: ______________ I I ~ _ _ REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX
48.96 TOA 2550,35 FF CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO
2550.55 FF 2549.95 FF '� -- �'' `'` 2549.55 DG I I TOLERANCES FOR ADA REQUIREMENTS.
\ I I 2 4 >:o-.:: CHECKED BY:
S I I DAVID A. BAILEY P.E.
2549.75 DG 2549.15 DG 9 49.75 SW NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4%
\ I J I 0 L I I I DRAWN BY:
w / ; SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE KSC
AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT
_ _____ SITE MUST BE ADA ACCESSIBLE 2.00% MAX CROSS SLOPE
• b I 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY
� III .,Yaaa . 1
°y 48.90 TOA \ • , I SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR
•� 48.85 TOA
w REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE.
49.75 SW '
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1
.I 48.77 TOA d y
1
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• •�- 2549.95 FF _I
T _ _
` 2549.15 DG '. 48.63 TOA d :>;:::; ---- -----------
I III b : ----- _ �•. ::d•.: 1 .2o I
y _. . a :p.:.;. 49.75 SW 1 L4
III ° I .51 L o
y o: 2550.00 FF o. 49.75 SW - ° I - - '''>::' , 49.75 TOA F
f 49.92 TRC I a
2549.20 DG :ada i 49.80 TOA
•
I Tox I I 0
49.7 FIG48.31 ITOA49.80 SW 48.42 o m [49.7 EG
]2550.00 FF
48.51 TOA o
2549.20 DG v 48.20 GRATE2550.75 FF No 0 A
\ 2549.95 DG 49.80 sw rap:::: : e Sp N a
I I � . P . a '''• I Ac$� � a . 50.00 TOA
• 50.55 SW � � /I 49.94 RIM z
48.40 TOA .. I
dd` ° 48.75 OA d I O / I 50.06 TOA
50.02 TRC 00 L I I I I I 48.60 TOA
49
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• '��.'.�.�f:' 50.32 SW i
.86 RIM
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I ,• • I N I d 't�"a i I 49.88 RIM
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o 0 0 • v
v 49.12 =________________________________ I Z
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0 0 0 0 0 0 0 0 0 0 0
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•• 49.18
8 82 �
48.7 OA I • I /
50.32 SWlo
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\ I I I 50.55 SW aPa • 25 I - -- ----------------
2551.25 FF
2550.75 FF .r
2550.45 DG 2549.95 DG 2550.35 FF 49.2p TO = I " 50.32 SW 2550.92 FF I I \ o LL a.
\' 2550.75 FF 2549.55 DG v :< I a I o
I I a • I D I .:: 2550.12 DG
51.05 SW
i 549.95 DG ___________________===___________
2 I 1
50.15 SW I Z
da
: a : :'.;: . 49.62 TOA - - 9.64 TOA
/ 49.50 TOA ° ' r
50.55 SW ;':'`d 50.32 SW
:t y
V v
paa . a a as� IIII I � - \ �� t���, � :• � I I I
_ a
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Z
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r b e I r - 50.32 SW
51.03 RIM pa. ` ':S:' bd Y •
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:'. a�:'.
50.18 RIM
----------------------------------
50.48 RIM - ----------------
rl 4 T I
50.85 RIM
1 2551.95 FF 2551.45 FF \ I 49.20 TOA
2551.15 DG 2550.65 DG I 2550.35 FF 50.32 SW I ,
2550.85 FF / 2549.55 DG fi L 50.32 TOA / L.L
° ' ? 49.0 TOA , 50.49 TRC
2550.05 DG - 9.02 TOA %I
t _ ••'. ;°.. 50.15 SW • •' I I p I I o
51.74 SW,, r 51.10 SW 0449.25 TO I 0 0 ® L.L
' • : I
• d I 49.15 T A _ 50.37 TOA I 50.56 TOA
06. :`d : U
�• 50.65 SW :�,� I I I
• a,.. w vp d
: Z
r d. • • d v. \ A' v 2 ° v I I I 50.63 TOA
51.30 TOC C aI' ' •• /\ I `•'
51. TOA e, •• d
5L49 44• . . ' • . •� < : a • . .e v �s48.9 TO 0 0 o I I Z
•
I - v 87 RA
50�92 TOA 51.16 9.90 OA51.06 TOC T I � 49.72 TOA_AI • II
TOA9. jT A
- - - - -I - .J..I 5 4'TOA 49.92 T OA OPl �g.9 TOA I r� 50.59 TRC I of m
5 7 / \ 50� 1�OA � \ • i
`_,0. FIG / \ _ 51.21 TO I 49.84 TOA I, I_ o i� io:; 50.90 SW
[50.7 EG] h� 49.84 TOA 49.92 TOA off° �9 `►'
49.26 I -
i
OA , 9
2s w h - - - - - - - - S N� -- - - -
-
8 TOA
49.18 TOA I N 49.47 TOA 4 .2 31 OA 49.1
1 II` 49.38.TOA
o O' 49.15 GRATE 1 \ I 49. A d; 1
50.62 TOA---, s 50.62 TOA w h 49.18 TOA 49.65 TOA
1.12 TOA s _� x w_ \`� 2549.5 I •: Soso sw I
cV w �
W F ER
s 50.11 TOA / I \ \ 11 _
N50.1 FIG
•: • • s 49.58 T 49.18 TOA �/o'° ��°° I i
51.00 OA '� \ 49.18 TOA ti ______-_----� - [50.1 EG]
S s s� I I I I She I m DATE:
51.07 A • �..: �� �� . '•q :d'• O . . ° : ° • . • • e • a. - . • •. ..° 49.71 TOA \ . ::b;:<: 2551.50 FF
•• I I 8-25-2023
•• e 2550.70 DG -006
PROJECT:
C2022
• -/' 7��K�EYSTOIE8Loac / rn\ I - - - 20 0 10 20 40 SHEET
I
MATCH SHEET 4. 4 N _ :15 TOA I reiuwr we.. ,uev n MATCH SHEET 4. 4 49.8 TOA :- ° sW -------------- - MATCH SHEET 4. 4
SCALE IN FEET
1"=20' 03