HomeMy WebLinkAboutC4.4_Detailed Grading ° --��800.73
- TOA a I 81.43 TOC ■ � 1
MATCH SHEET 4. 3 s .4 TQA - 0.75 TOA ---------- 81.75 TOA- M ATCH SHEET 4.3 I MATCH SHEET 4. 3 = o 9
- J 81113 TOC GRADING PLAN LEGEND, NOTES - a
1 - .o- I ° '�` i 2681.76 FF 2681.46 FF comi
LL_ p ° I ��� I \ ° - -- A -2�� EXISTING CONTOUR 1' INTERVAL Lu co
a a I a 2680.96 DG 2680.66 DG {-1 I ( ) _ w
I I \ ° ■� Z
p p I ° - -t 80 31 a I 82 21 SW a �? `� FINISHED GRADE CONTOUR (2.5' INTERVAL) � Z
'^ Ln I I gp 32 81.73 SW I
y J .61 �� � a ° 2>>> Z
• O 81.28 SW a I 1 80 ° �- Ste/ FINISHED GRADE CONTOUR (0.5 INTERVAL)
a 00 00 ° -e - 1 -\ 2681.85 FF a A I I s1.4 FG ,� _
N N 1 j / 1 \ 2681.05 DG �[81.4 EG] 15.58 TOA FINISHED GRADE TOP OF ASPHALT a
a ° ° a ° ° a a a �15.58 TOC FINISHED GRADE TOP OF CONCRETE w
Z
1 -- �9 ryfp o %I\ ° a ° , a �15.5s SW FINISHED GRADE AT SIDEWALK W U)
* O W
I - ' ° _ I �15.58 TVC FINISHED GRADE TOP OF VERTICAL CURB W w
A
Y
,^ 1 1 ° 81.46 SW 81.16 SW Z
V/ I I � °° � 15.58 TRC FINISHED GRADE TOP OF ROLLED CURB
1 ---- 1 1 ---- _ . . O� Z
w co
° T_ 1 � I :� �15.58 GRATE FINISHED GRADE AT TOP OF INLET GRATE LV Q06
_ I 1q 1 1 2681.66 FF 2681.36 FF m _j c
U LL_ C� lv I I I a o a �15.58 EG EXISTING GRADE - Lu
LL_ Cl I ° --e -t 1 -- --- 1 0 2680.86 DG \� 2680.56 DG
1 9.511 GRATE 80.19 TOA DIRECTION OF SHEET FLOW V a
O p j 1 80.16 I TOA 1 a „p
Q w
S - I 0 -- \ ° 7-1oo 1 81.33 TO A
N 1 I a 1 0.30 ITOA / \ a - I 81.33 TOC 80.69 TWC / 11.00 FF BUILDING FINISH FLOOR ELEVATION
00 00 1 \ 11.00 EG LOWEST EXISTING GRADE WITHIN
O O I 1 101T0 80.34 TOA 2 g \ ° Co S I U BUILDING FOOTPRINT
I 8 1 TOA 80.10 TOA
(V (V I - !e - -- A 2682.25 FF �� 11.00 DG 'DESIGN GRADE' OF BUILDING PAD �S�ONAL
I I 80.y1 TOA - - - -- - L O
° a I 80�l TOA 1 a \ \\ 2681.45 DG a - \ I ��J ---- ---��\s - O C a [BOTTOM OF 3/4"- MAT..SEE NOTE ON \STERN
1 9, \i F
I �. �s� ° DETAIL SHEETS FOR ADD. INFORMATION] Q� �10/16/2023� �
/ \ _j �° �� 0 82.8 FG 17882
89 S I ° 82.8 EG 1 PEDESTRIAN RAMP (SLOPING DOWN u'% 4
° a °
a
° I [ ] W/ ARROW DIRECTION) 9T
81.861 SW O C - - F OF \
m ° I RAMP SLOPES MUST MEET ALL ADA GUIDELINES & N S. CRP\
r 80.99 SW a 0 REQUIREMENTS. 1:12 MAX SLOPE, 2.00% MAX
C CROSS-SLOPE, FLAT LANDINGS FOR MANUEVERING. NO
CHECKED BY:
44 I
° e ." ` • a a ° � a\ °moo ° ° ° IPA � � I ° a TOLERANCES FOR ADA REQUIREMENTS.
° • •. �� � - -� I DAVID A. BAILEY P.E.
82.60 SW 82,05 Syy \°\ 2681.66 FF 2681.36 FF NOTE: ASPHALT IN PARKING AREA IS DESIGNING AT 1%-4%
I I a I SLOPE THROUGHOUT (1.00%-2.00% IN ADA ACCESSIBLE DRAWN BY:
0 FF a 2682.80 FF o� a \ - 2680.86 DG 2680.56 DG ° I AREAS AND ROUTES). ALL SIDEWALKS WITHIN DEVELOPMENT
0 DG 2682.00 DG _ a A SITE MUST BE ADA ACCESSIBLE (2.00% MAX CROSS SLOPE,
2682.25 FF a . \ \ I 5% MAX LONGITUDINAL SLOPE). CONTRACTOR TO VERIFY
o� 2681.45 DG 0- \\ I SLOPES AND NOTIFY DESIGN ENGINEER IMMEDIATELY FOR
\ 81.46 SW 81.16 SW I REDESIGN IF SLOPES DO NOT FALL WITHIN RANGE.
82.05 SW 2682.25 FF
2681.45 DG
ZE
° 1
a 1
° Z
o
I ° a
\ I 82.41 RIM _ U
8+�00 I 59 RIM � I
3.
\ - ®� w
T
o � a
00 FF 2683.05 FF 2682.55 FF \ a 1 �
W p
20 DIG 2682.25 DG 2681.75 DG 2682.35 FF NAN
-- Z
2681.55 DG - - \ a ° Vv
CV a "
82.82 W 82.87 SW 82.S4 sJ
° ----- s211 sw a a
-- ---- -- - a W
----- -----
°
- z � s � J
° a
° a a
- H- - - °
Q \J1 1 `l,� 1 11 1 1.35 TOA 1 1 / �� I-----
J I JI 1 6� 1 2 81.17 TOA 1 81.31 TOA 8 .58 TOA w w w w 0�� ,✓ \ ° G
CB 5.1 - ----- 1 > 81.59 TOA rl) - \ + `L _ - s \ k °
1O Q
81.14 TOA ZE I
S S S S S S d / A ,
f0A 82.27 TOA �'�
OA w TO 82.07 TOA a
w w w O 8 . 1 TO ----- - /
)A s s 80.80 OA
T ° °
32.02 TOA s s s 81.14 TOA s s \ 81.70 TOC ° 1 a \ °
81.22 RIM \ }
----- 82.05 A 81.32 RIM 9C \ % 4 I as a
--- --7 82.10'TOA 81.96 TOA ,,,`�° 81.59\TOC/ a a o 1 i J
1 82_281 TWA- - -1----1--- 1--- 1--'1-1----- ---1 \ ° ° \ , ro 8 TOC
TOA 1 82.32)TOA 341TOA - - -- \ 81.70 TOC 9 00
p\ o
°a
°
/-L - -- - - 82.38 TOC
13 82.47 SW I--- --� 82.19 SW ° le° 84.3 FG U W
'� �2.24 SW I [84.3 EG]
c)
82.60 SW
:;;•: 1 �cv
w �I 2682.39 FF 2682.39 FF
• � , �, 2681.59 DG � 1 2681.59 DGFF
�
DG sY: 2682.80 FF 2682.80 FF 2682.80 FF
2682.00 DIG 2682.00 DG 2682.00 DG 1 \
ED I 82.03 TOC i 0
A 1 82.60 SW I 82.03 TOC i 82. 0 1
i / I 81.73 TOC 81.73 TOC
® ® 81.73 TOC �81.73 TOC
® I I
\ ° I
a 2683.00 FF I I 81.84 SW i 81.88 SW P
83.10 sw '` ' i 2682.20 DG ' �I 2682.04 FF ,��� 2682.04 FF 1
sodaF a .ERd .s
~ 2683.30 FFLd
2683.30 FF* 2681.24 DG 2681.24 DG �1
�' 2682.50 DG 2682.50 DIG O 10 a I 81.33 TOC
W `' ICI `a'-` 82.83 SW I 00 I � 81.33 TOC O Q
0 00 O� o a L \ I DATE:
ZE
- _ - ---- ------------------ ' a �,
10-13-202
A
' PROJECT.
o0c U OOOoo��000000000�00�0 O O�Oo�Oo _cv ---- ----- - �. o C2021-027
84.4 FG 20 0 10 20 40 SHEET
o 0 0 0 0 0 0 0 0 0 0 0 o a co ° - - - [84.4 EG]
- - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ SCALE IN FEET
C 82.1 FG 82.6 FG
[82.1 EG], [82.6 EG] v 1 11=20'
4o4