SW4220602_Plansheet - Grading_Drainage Plan_20220713

I I � ► I �� � I{ I �
I I I o/
I I 00 C0
24 PERMANENT SLOPE DRAIN
1 J INV IN: 871.0
I INV OUT: 866.0
I / / INSTALL PIPE & INLET PROTECTION I
AFTER REMOVAL OF TSSB-1
OUTLET PROTECTION I I
/ / ���� '� (SEE DETAIL, THIS SHEET)
I 1 ' II " d 1
I I I oil INV: 876.00
FILL/REPAIR WASHOUT AREA
\� \ \� DURING INITIAL STAGE \QF GRADING, I
/ �\ INSTALL NA GREEN SC150 MATTING
z I I I INV: 878.00 ti �F '�� , a - EX. POND
I W o I I , III DIT 5� ro \ �W .�\ \\\\\\\`�\
I �ad =/ FES 1 \ \
I ° o I I INV: 879.00 INV: 875.00 \
\\\\ \ \ COGG/N J�EAL ESTATE, LLC
1 I I III Q NAIL (TBM) 1 \\ \\\\ PIN ID: 6789-04-92-4369
D 83 (20 1) NSRS S S D B 189 PG 379
Storm Structure Table
Structure
Name
Type
Elev.
Depth
FES 1
FLARED END SECTION
876.52
883.37
GI 6
GRATE INLET
881.21
3.59
GI 7
GRATE INLET
881.76
3.58
Storm Pipe Table
Line
Segment
Size
Material
Length
Slope
Up
Invert
Down
Invert
PIPE A
15"
RCP
45.84
2.18%
880.00
879.00
PIPE B
15"
RCP
50.50
1.98%
877.00
876.00
PIPE C
15"
RCP
48.77
0.51%
876.00
875.75
-PIPE -D
18"
RCP
68.14
0.50%
875.34
875.00
GI 6 to Wall
12"
PVC
54.49
0.50%
877.62
877.35
GI 7 to GI 6
12"
PVC
95.70
0.50%
878.18
877.70
I I I DITCH / / N = 790,911.01 ,\ , OUTLET PROTECTION \ ZONII�(G HI
I IIII 40 / E = 1,688,88765 \ (SEE DETAIL, THIS SHEET)
D- ci --I/- R78.87
/ 1K PJ / �°' INV: 875.34 \
LEXINGTON INVESTMENT i / /, I III �°' 6� �`
PROPERTIES, LLC INV. 880.00
PIN ID: 6789-04-80-4939 I INV: 875.75
D.B. 2469, PG. 2481 I �rn I I TEMP. CONCRETE 2" PVC
r \
P.B. 18, PG. 94 °, / Q. I I WASHOUT TOP. 876.42 \
LOTS 12-14 I
ZONING: M1
F
15" CPP NORTH AMERICAN GREEN
CP INV! 873.88 I OR EQUAL TEMP. LINING,
2" PVC \ \Z9j>
TOP: 881.35 � � -8j 1
GRATE INLET
I Y HOPPER RIM ELEV 880.01
880 UNABLE TO ACCESS
60' INGRESS,op�l ► j \ \ \ \\o;\ 3 3
HVAC i\\
EGRESS, REGRESS & 9 a° PAD 212 3' \ \ \
UTILITY EASEMENT I Y// / OXYGEN TANK COMPRESSOR GENERATOR
I 0 HVAC PAD
0 O COOLING TOWER COMPRESSOR HVAC PAD
R/W _ / �' �j _ NV,, as Ndn I I W
_ �( W
_ EX. R/W MON yl I 881 a TOP. 881.65 PLANTER Q II I \
� 1 a LIQUID NITROGEN
�,/ TANK I III 1
I
NAIL (TBMDITCH W LINING
J D-1 1'-0" NAG S150
180,I I _ NAG S150
so' PUN 790, NSRS I I l II / \ 2 1 0
TRANSIT AVENUE NAD N = 790736.81 1 \ I I � D D-3 0' NAG C125
BLIC R/W E = 1,688,665.75 � I I �I III IINLETp \ D-4 0' NAG S150
(PER P.B. 18, PG. 94) ELEV = 894.55 I \ C0 II I I I / R/M E V879.88+ �`\
PA VED I I I I �I I ELE
6ti I I I REr NG �\ UNABLE TO ACCESS j0 1. REPAIR ANY DAMAGE PORTIONS AT END OF
WALL �� 10" PVC CONSTRUCTION PER MFG. SPECIFICATIONS.
R/w - _ _ II I I TOP: 874.62 \ 2. ALL DITCHLINES TO BE SEEDED/MULCHED;
UNCABGE BOX WILL BE STABLE UNDER CLASS D CONDITIONS
I I GRATE INLET \ (2"-6" HEIGHT)
► / / I °a °j \ RIM ELEV! 879.93
UNDERGROUND I I I I I UNABLE TO ACCESS TYPICAL DITCH SECTION
IN
CABLE MARKER Cj S Cj 0
15" CPP \
I I I I I I I I TOP.- 874.48 NITS
I \\ \ II NOROFAB SYSTEMS, INC.ANTER o GRA VEL INC.
4" PVC I I I P/N /D: 6789-04-90-0663 GRATE INLET
883.80 I I D.B. 1102, PG. 766 RIM ELEV 879.21
INV I O875. INV OUT 875.50
II i I EXISTING GRA VEL GRA TE INLET
I I I I I I I BRIO IMETALICONC PLANTER RIM ELEV! 880.07
oG ADDITION BUILDING UNABLE TO ACCESS
I > PROP. BUILDIN1 n APPROXIMATE 111 1 0
WATER LINE (54,000 SF GFA)
I I I I I L 77ON OF 0D I I 1 FFE: 881.28'
I II � I
III �j6 I.1 I .
11II � �I
III I I � I I I
I
TRACE -WA Y PROPER TIES, LLC I I I I I W I 0
P/N ID. 6789-04-80-5458 III I I I I
D.B. 1243, PG. 1320 I I l I I I I V
P. B. 18, PG. 94 1
LOT II SPOT: 880.95' /
ZONING-- MI I I II �
i
I\ GI 7 GI 6
RIM: 880..18 00 , RIM: 880.20
INV OUT: 8780�°9k
I
°0 INV IN: 877.70 GRATE INLET
I III INV OUT: 877.62 RIM ELEV-877.31
II INV IN: 876.01
INV OUT 874.98 I
� GRA 7E INLET /
RIM ELEV 885..05 I 1 95.70 LF 12" pVC TW' 881.3
INV OUT 881.27 II 8B?- 54.49 LF 12" PVC COMPACTOR
II III SD 212.1'
1 I 1 \ I I 18 SPACES ° Q c \ TRENCH DRAIN
4 4 EX. TRENCH DRAIN TRENCH ORA/
\1 I I 878
GRA IE ELEV 877.36
I 1 \ ��e° SD PA VED / 6 a ° a INV IN: 876.61
g II \\ \ \ SD
0° a ° TRENCH DRAIN
I\\\ \ \ G 879 GRATE ELEV: 877.3
\\ \\ \ \ 12 SPACES D IG a (SEE ENLARGEMENT A) a
z \ . \\\ \ �� _I
G - G I-1
4 8 O G u°
GRASS APPROXIMATE
3 \ \ k� a S G LOCAPON OF
NAIL (MR) �j TW: 880.70 WATER LINE
7
NAD 83 (2011) NSRS \ W �,
z N= 790, 361. 4J 4 W W
rE = 1, 688, 717.70 \ �\ Pq VED GRA 7E INLET n \
ELEV = 884.06 \� \ RIM ELEV 879.94 Q \ a - TB" RC,o SD
b \ \ INV IN: 877.04 d \
INV OUT 876.94d SD \
SD
i REV DATE DESCRIPTION BY PROJECT 210238
GRA TE INLET
RIM ELEV 881.02
UNABLE TO ACCESS
90.0'
L
UNDERGROUND
CABLE MARKER
i
UNDERGROUND
CABLE BOX
2.7' o
V.
N 80 d s.2'
N s.7' 16.0' 0. 4'
70, 7. 0'
N 4i 7.0
GRA TE INLET SFIq ES �
RIM ELEV 877.43
NV O - 875. N 8 SPACES I
NV OUT 875.36
PLANTER PACES I I
II 8ISPACES
I I
10 SPACES I I $I SPACE
A VED 6 I
J I I I I
10 SPACES
I I 6 SPACES
c) PLAN W
o N
15" CP 1 CPP
IN 3 % NV 876.8
\ PA VED 3
b
DATE 5/13/2022 THE SCALE BAR DAVIS • MARTIN • POWELL
y
2 DESIGNED BAP SHOWN BELOW MEASURES ONE ,
3 DRAWN CCP INCH LONG ON ENGINEERS & SURVEYORS
z 4 CHECKED BAP THE ORIGINAL DRAWING. Know what's below. -
z 5 SCALE AS NOTED Call before you dig.
� Dial 8-1-1 6415 OLD PLANK RD, HIGH POINT, NC 27265 1 T: [phone] 1 F: [phone] 1 WWW.DMP-INC.COM I LICENSE: F-0245
6 SURVEYED DMP
OUTLETRIP RAP N
LL
FES 1 & SLOPE DRAIN
OUTLET PROTECTION
CLASS B
STONE
3Do =
3.75'
LENGTH
= 10.0'
WIDTH =
11.25'
DEPTH
= 18"
25 LF 8" DIP,
CONNECT PROP.
TRENCH DRAIN
' TO EX. TRENCH
DRAIN
TF?
54.49 LF 12" PVC COMPA C
d � 4
I I I 4 a TRENCH DRAIN
878 Q 4 EX. TRENCH DRAIN
GRATE ELEV 877.36
INV IN: 876.61
4
d d °
�- 879 � v
�• 36 LF TRENCH DRAIN °
G- G G Q GRATE ELEV: 877.3
G G -INV: 877.05 (WEST)
SD I 4 4 INV: 876.87 (EAST) G 4--�c G
SD 880 I „ a
SD 4
ENLARGEMENT A
SCALE: 1 "=20'
NO WETLANDS HAVE BEEN IDENTIFIED
ON -SITE WITHIN THE PROPOSED AREA
OF WORK.
v
Graphic Scale
40 20 0 40 80
1 inch = 40 feet
GRADING PLAN SHEET N0.
����•���, CARO" N,''•
?=°Q�°FESS/9!0 FINAL DRAWING NORDFAB SYSTEMS, INC.
SEAL C5.
25496 NOT RELEASED FOR CONSTRUCTION BUILDING EXPANSION PROJECT
FOR REVIEW/APPROVAL ONLY
0. '. F�GiNE���"' 150 TRANSIT AVENUE
of
mail P�`� THOMASVILLE, NORTH CAROLINA