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80.0 FG g
[80.0 EG] 81.0 FG 80.7 FG 80.4 FG 80.2 FG I -80.1 FG = A
_ [81.0 EG]- _ - _ [80_7 EG_ _ - [80.4 EG]_ [80.2 EG] I / [80.1 EG] GRADING PLAN LEGEND, NOTES - a
- - - ., co
EXISTING CONTOUR (1' INTERVAL) _ w co
.- Z_ F
FINISHED GRADE CONTOUR (2.5' INTERVAL) y
� Z
FINISHED GRADE CONTOUR (0.5' INTERVAL) _�
�15.58 TOA FINISHED GRADE TOP OF ASPHALT a
o 2660 �15.58 TOC FINISHED GRADE TOP OF CONCRETE W
Z
o �O �o (' �15.58 SW FINISHED GRADE AT SIDEWALK W � Z)
81.50 SW 81.50 SW 81.45 SW 80.95 SW Ll p W U)
3 0o 2681.70 FF 2681.70 FF 2681.70 FF 2681.65 FF 2681.65 FF 2681.15 FF In W �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB MENEM Z ww
I a I 1 2680.90 DG 2680.90 DG 2680.90 DG 2680.85 DG 2680.85 DG 2680.35 DG "? W -15.58 TRC FINISHED GRADE TOP OF ROLLED CURB ■- U
I II z
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(�O 00 ,^ �15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE W � o
II V J
N N *"-15.58 EG EXISTING GRADE W J
84.0 F 1 - DIRECTION OF SHEET FLOW L
I I I I - �•e ° ° �`V V � w
1 ° d 11.00 FF BUILDING FINISH FLOOR ELEVATION
79.5FG
11.00 EG LOWEST EXISTING GRADE WITHIN
Q BUILDING FOOTPRINT NAL
6 1 11.00 DG 'DESIGN GRADE' OF BUILDING PAD
j DETAIL SHEETS FOR ADD. INFORMATION] Q 4
° 1 [BOTTOM OF 3/4"- MAT..SEE NOTE ON
R
II Q 10/16//20023
PEDESTRIAN RAMP SLOPING DOWN N17882
° I 1 (0 00 W/ ARROW DIRECTION) 9T
I 2681.35 FF 2681.35 FF 2681.20 FF 1 2681.35 FF 2681.15 FF 2680.80 FF F
I ' 1
2680.55 DG 2680.55 DG 2680.40 DG 1 2680.55 DG 2680.35 DG 1 2680.00 DG co RAMP SLOPES MUST MEET ALL ADA GUIDELINES & �F�jN SFC�P�C�
1 REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX
° I I \4 \ N N CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO
TOLERANCES FOR ADA REQUIREMENTS.
CHECKED BY:
1 14 i 81.15 SW 81.15 SW 81.02 SW 81.17 SW 0.92 SW 80.62 SW 0.43 SW
1 ° ° °°. ° DAVID A. BAILEY P.E.
\ d - ----- _ _____ ___ 4 1 ----- NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4% DRAWN BY:
I 1 ----------- ------------ - - SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE KSC
f ° I 1 0 ° a ° -- AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT
°° �1 1 ° d d° ° ° a ° ° ° ° a ° SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE,
O Q ° a a ° ° a ° a a d ° a O
I I a
5% MAX LONGITUDINAL SLOPE
80.65 TOC I 80.371TOA1 II II POOL DECK DESIGNED TO FALL WITHIN 0.50%-2.00% SLOPES.
80.118 T0A 7 i 1 I I 80.51 I TOA I I I I r f- - -� I I I I 79 9 I To
I I � I I I 1 I I 1 j 1 1 1 1 1 II I I I 1 CONTRACTOR TO VERIFY SLOPES AND NOTIFY DESIGN
80.71 TOC 1 1 1 �. 1 1
4+00 °° ° I o 80.36 TOC i I 80.16 TOA �/ ° 1 1 I� �° ENGINEER IMMEDIATELY FOR REDESIGN IF SLOPES DO NOT
'> > • i I 80_2JT0A I I FALL WITHIN RANGE.
d.D:•l:•l:• i / \ L- -- ------ -- -- -- i I I 1 I I 1 -I -- 1 ----- -J
° T I 80.43 TOA _ � 1 80.12 TOA_/ 0.05 TOA
0 80.42 TOA I ` - 80.38 TOC 80.07 TOA ��• �
o II w w w 80.04 TOA . r0, �O
a d d 80.09 VG 79.88 RATE w - �' w - w w wj F
180.34 TOA I PT - - - - a
0 80.2OA - - -
y 80.19 TOA 1 80.56 TOA
fi0.22 TOA s - s L 0
K L N. PRl VA 79.42 TOA
s s s
80.451 RIM I - 1 80.341 TOA 80.00�TOA 79.99 TOA 1 p
22 80.46 RIM 80 TOA W
- --- - -- ------- ------- -------------- -- �- r-180 ---1 1 79.f V1 0
I I I I I I I ��LO� 26 I �-----I----�----I-79.451TOA--1 _ 1 -I--- -
180.23 TOA ° �� - - J 79.b4i TOA 79.52 ITOA 1 26, W O
1 \ 9 LY
�� 80.17 79.71 TOA z I TOA I I I I
I � I I ° ° ;:`•i:6i::: 0 180.20 TOA
I �
°
79.88 GRATE °
y p•iFii 1 ° ° ° a a 4 a
1 8 I I -3 7q
::•::. I -- ------- - ----
2681.00 FF 180.26 TOA `� 80.32 TOA
44 ° 2680.20 DG I / 80.41 TOA 81.20 SW 81.06 SW o 80.7 T W
80.49 TOA 806 SW 80.46 SW o W 80.16 SV
a. I 80.60 TOA W
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ar d o C
° d I ::::::a 180.34 TOA -
2681.40 FF 2681.25 FF 2680.95 FF 2680.65 FF U) 268 0.
w
�14 al 'o I "" i ; o aW d 2680.60 DG 2680.45 DG 2680.15 DG 2679.85 DG 267
u=a C 2
a I i 1 a<
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5 00 _
?: 80.48 TOA 180.42 TOA m a=i °
w
80.50 TOA 0. 1 TOA �, °' d
I 1 IY 1
80.53 TOA I ... W
0 1 oza o,
a .... ': 80.55 TOA 6% o o W o
1 80.69 TOA I _ a=o
80.5 FG I/
85.0 G I ®®® \
a d
80.73 TOA \
.2% °80.60 TOA o
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I I I 13 I 1 a 1
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2681.40 FF 2681.40 FF o o
I I
° TO 1 �- 2680.60 DG 2680.60 DG o 2681.35 FF 2681.35 FF 268
80.80�TOA 1 �- = 4 1 0 2680.55 DG 2680.55 DG 268
a
fi1.20 SW
d
T -4�1181.46 SW ° 80.42 VG � I I I I C
II A f
I N 1 I \\\\ 1 r�1 0(\III 81.15 SW U W
14 I 2681.65 FF T I I I ° o
I II ° � � II I °
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81.38 SW
I 2680.85 DG �
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\\ I -- ice• - 1 --- - ---� --- -------- a ------------ -
I 44, I a ° --
L)( <\ °
84.0 Fc - I e - 1 1 a i 2681.85 F
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o
T � I I0
81.21 SW I j T- ° I 81.10 TO ° I ��I
6 1100 ° I ° -- 1 - I 1 81.18 roc d 0 2681.85 FF V
rr 2681.40 FF 1 1 1 81.23 TOC so s7 �oo_c _ �J 2681.05 DG
N 1 LLLLL 1 1
P i 8 s T A i 2680.60 DG T 1 1 fi �"1 r r CCbr
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W I 1 80.42'.TOA 1Tv9 I - 9 80.60_ T9�---° --- -- - .3% o o W
N I ° 80.75 TOA _ 80.161 TOA 1 q --- o W r
80.1 T a °' 3 TOC o. 80.91 TOC `i
_ 80.46 TOA 80.41 TOA ° 80.18 T�A I .g% MAL6%E3 MN N ENPNCE
d d 80.31 80.53 TOA 1 , 1 3� 31U -1_77
_ ______
° _I I i �
° ° ° d / � I I 8 T it � g
T I
II a 1 1 d �1 `°°� `� - .7 it 81.13 TOC 81.13 TOC ° ) C
II - ----- 4 =--------------------- ° - -- ----� 1 L----- 1 2681.23 FF F 80.95 TOC 80.95 TOC - U
DATE:
II ° o`' so.7, TOA d 11 2680.43 DG FA755SF o -, 5, / 10-13-2023
II I �' n0� 80.81 TOA I O o Q PROJECT:
o V 1 t1�1 �� uo -Oy9% I �o
w 80. w A w 80.53 TOA cep w -7 1 C 2053E y5 C2021-027
80.25 To I ° I _75�
1 - ------ NG_ - �h� �h"� ;II P„� 20 0 10 20 40
80.27 To 1 22,SF 1$� SHEET
6265E
----- -- -----
------ --------1 I wa 1� 81.13 TOC -1.5°
-�z% 1 81.08 TOC
SCALE IN FEET
MATCH SHEET 4. 5 MATCH SHEET 4. 5 08 8,.,3 TOC
MATCH SHEET 4. 5 C 1 -20
- ,� c�
I .70 T 80.80 TOA _ � 79172 T A ii i i I ii i u "- '
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