SW5220103_Plansheet C501 - Grading_Drainage Plan_20220124

WETLAND NOTE:
THERE ARE NO WETLANDS ON SITE CERTIFIED BY JARRETT SENKBEIL, PE.
/BEFORE you
9
00
NV
ONE GP
SCHAAF FAMILY ENTERPRISES LLC
Deed Book 2249 Page 1107
TW 275.00
TW 282.00 BW 270.00
BW 271.00 // FLUME 274.00
FLUME 281.00c_
0
/ v
d v
/ v
270.75 - ' + /
0.25
F /
TW 279.00
BW 270.00 I '
FLUME 278.00 r / �o,��' +
h /
m I +2�9.80+
SCHAAF FAMILY ENTERPRISES LLC yq "%I O
Deed Book 2249 Page 1 107 SD-1 P1 SD-2 1 O P2
6
F
50 I +269.70+
� a -
WATER PROOF /
BUILDING WALL TO
PREVENT WATER FROM
ENTERING BUILDING.
SLOPE GRADE OUTSIDE U)
OF BUILDING TO DRAIN TO / /
INLETS BEHIND BACK OF CURB.
� 1 /
Q M- P., w v /
CAUTION!!!
The locations and elevations of existing
underground utilities as shown on this
drawing are only APPROXIMATE. No guarantee
is either expressed or implied as to the
completeness of accuracy thereof. The
contractor shall be exclusively responsible
for determining the exact utility locations
and elevations prior to the start of construction
TW 276.00
BW 270.00
FLUME 275.00
1
1
d
1
1 d
v
1 v
1 E
269
TW 273.00 1
BW 273.00 11 FA
GRATE 272.50
11
Q�'NQ
U N
0 LL, II W
cnLLZ
o c LL Z
Lr D
0 c� F-
a
26"
9.70+
SD-12
�O
Aj
d
/
I / I
�,u
8
00
0
270.15+ o e
0
+270.70 �<
N
7n <+ I Z
0-- 'E emu- I y
r
Top: 274.31
IE.• 265.01 ' - SS SS
I
\
I
I
I
1
I
I
I
I
�
I
I
/ C
/ ^OX
--- �o�--
ttj
1 % MAX SLOPE
ACROSS PAYSTATION /
FOR 30'.
TW 269.00
BW 269.00
FLUME 268.00
I
I TOP OF CURB 267.50
I GRATE 267.00
d
d . �
I
L L
�
L
�
MIN M19
1
IN M
IN
IN M M
.:
• ' •�
IN IN IN 0 hill
II
I
Aii
•I_•
IN
III
��
IN
n M M
1111
•
M M M Mmoll
IN M
INININM 16,11
--Il
III
IN
ALL INLETS PRIOR TO ENTERING
INFILTRATION SYSTEM SHALL
HAVE A 2' DEEP SUMP TO
ALLOW SILT AND SEDIMENT TO
SETTLE IN THE BOTTOM OF
THE INLET AND BE PUMPED OUT
PERIODICALLY, TYP.
Ao \3: I I
I I
ocs - I \
` - - SD-15 - P9
. I
\•1 I
T r
° d Wes- + 6 -, 1 • ram` �-
L - 'L• 1 W T
270.00 _ 4. H
LOD LOD
LOD -
/ / LOD \ I l \ `\ ToP: 263.8'
\ Out: 262.2' 1/ 1 ice2 . 57 .4 '
�
SS SS SS SS j tO�:5261 1 ' s� SS �- SS SS \ SS
� � I
S BICKETT BLVD.
100' PUBLIC RIGHT OF WAY
O
ACCESS SHALL BE PROVIDED
FROM THE ROW TO THE
INFILTRATION SYSTEM.
FRANKLIN COUNTY NATIONAL GUARD
Deed Book 695 Page 371
GRADING NOTES:
1. ENGINEER WILL BE NOTIFIED WHEN CURB IS STAKED AND STRING LINE IS IN PLACE
SO THAT ENGINEER CAN PERFORM DRAINAGE INSPECTION BEFORE CURB IS
POURED.
2. ENGINEER SHALL PERFORM INSPECTION OF ALL AREAS TO BE TREATED WITH
PERMANENT GROUND COVER BEFORE ANY MULCH, SEEDING, OR SOD IS
INSTALLED.
3. FOR ITEMS 1 & 2 ABOVE CONTRACTOR PROCEEDS AT THEIR OWN RISK IF
INSPECTIONS ARE NOT PERFORMED.
4. GRADE ALL AREAS TO DRAIN TO INLETS AT 1% MINIMUM ON PAVEMENT, 2% ON
GRASS, 3% IN MULCH/STRAWED AREAS.
5. SPOT ELEVATIONS ARE SHOWN AS +800.00
6. ALL SPOT ELEVATIONS ARE GUTTER/PAVEMENT AND NOT TOP OF CURB UNLESS
NOTED
7. FINISHED GRADE IN LANDSCAPED AREAS (TOP OF MULCH, ETC.) SHALL NOT BE
LESS THAN 8" BELOW FINISHED FLOOR ELEVATION EXCEPT AT ENTRY POINTS
8. ALL PROPOSED CURB HEIGHT TO BE 6" UNLESS SPECIFICALLY NOTED.
9. ALL CURB TO BE 24" UNLESS OTHERWISE NOTED.
10. OWNERS REPRESENTATIVE OR CIVIL ENGINEER SHALL BE PRESENT AT PROOF
ROLL OF SUB GRADE AND/OR GAB (IF APPLICABLE).
SURVEY NOTE:
EXISTING CONDITIONS BASED OF A GROUND RUN TOPOGRAPHIC SURVEY PREPARED
BY CAIN SURVEYING, P.C., DATED JULY 9, 2021 . THE BASIS OF BEARING FOR THIS
SURVEY IS NAVD83. THE VERTICAL DATUM IS NAVD88. ONSITE CIVIL GROUP LLC TAKES
NO LIABILITY FOR THE ACCURACY OF THIS SURVEY. CONTRACTORS AND
SUB -CONTRACTORS A RESPONSIBLE FOR VERIFICATION OF FIELD CONDITIONS.
UNDERGROUND DETENTION POND
5-110' LONG, 48" PERFORATED CMP
INVERT OF STONE=258.00
INVERT OF PIPE=260.00
TOP OF PIPE 264.00
TOP OF STONE 265.00
ANY WORK OR ACCESS
REQUIRED ON THE ADJACENT
PROPERTY SHALL BE APPROVED
IN WRITING BY THE ADJACENT PROPERTY
OWNER PRIOR TO PROCEEDING.
Top: 263.0'
1E.• 253.8 ,
S*
24 HOUR CONTACT:
FORREST PETERS
- - 850-225-0072
0
o �
0 O
d p U
O
z H w
a d
Lo
�l
�
� o o M o
M i
O
Ln O
F C�z
W0,0,-
O w H o
p"a�WO
U
a � U
>
x
o00
U
�
o
THESE DRAWINGS ARE THE
PROPERTY OF ONSITE CIVIL
GROUP, LLC AND SHALL NOT BE
REPRODUCED IN WHOLE OR IN
PART WITHOUT THE EXPRESS
WRITTEN PERMISSION OF
ONSITE CIVIL GROUP, LLC.
REVISIONS
No. DATE DESCRIPTION
0 20 40
Feet
0.4
O
� � O
W 0
UD N w
^
�QUN O
�w� a°
H I CV
U Q O LO
00
Cn N U
H-I00
L<7
O
Y■■�■1
� 1�-1
N
O
Cl)
07
�
CA
GRADING AND
DRAINAGE PLAN
DATE: 1/18/22
PROJECT: 21-051
SHEET: C 501