HomeMy WebLinkAboutSW4220602_Plansheet C5.1 - Grading_Drainage Plan_20220921IP
I �� I
I II I
II
0 c, 1
I I I lam/ 00 OD III I \
I l I 24 PERMANENT SLOPE DRAIN
JINV IN: 871.0
INSTALL PIPE & INLET PROTECTION
I / / AFTER REMOVAL OF TSSB-1
OUTLET PROTECTION I I
(SEE DETAIL, THIS SHEET)
I I o�I INV: 876.00
V\ FILL/REPAIR WASHOUT AREA
, DURING INITIAL STAGE')QF GRADING, �\ I
�_ INSTALL NA GREEN SC150 MATTING INV. 878.00 ti '``' a s \ II �h - _ EX. POND
C9 I ' ' S° i, A
DIT 5°Q
I k% -N_4, N \ \1V.
a/ FES 1
INV: 879.00 �� a INV: 875.00 \\� \\�` \�\\\ \ \
� COGGIN fgEAL ESTATE, LLC
I III NAIL (TBM) \ PIN /D: 6789-04-92-4369
NAD 83 (2011) NSRS \ 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
PIPED
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 III h DITCH / / N = 790,911.01 (SEE E DETAIL,THISTHIS SHEET) ZONiAG. HI
. E = 1, 688, 887.65 \
I !� D- - R78.87
I a\' PEE / 1� r cv
INV: 875.34 6� \
LEXINGTON INVESTMENT i / /, I I I I
PROPERTIES, LLC INV; 880.00 / \
PIN ID: 6789-04-80-4939 I / / / I I INV: 875.75 L, 2" PVC \ \
D.B. 2469, PG. 2481 TEMP. CONCRETE
P.B. 18, PG. 94 I �,� / .� WASHOUT TOP. 876.42
LOTS 12-14
ZONING.- M1
I / / IG •� \ ` ��eZ 15" CPP NORTH AMERICAN GREEN
V! IN873.88 1 OR EQUAL TEMP. LINING,
° A 2" PVC
TOP.• 881.35 -�j � 4 � GRATE INLET
Y - HOPPER RIM ELEV-880.01
8 ° \ UNABLE TO ACCESS
60' INGRESS., I ') I I HVAC PAD \\
EGRESS, REGRESS & 97 212.3' \ \ \ \ \ \�i���� 3 N z 3
UTILITY EASEMENTOXYGEN TANK COMPRESSOR GENERATOR
HVAC PAD
R/W d 0 COOLING TOWER COMPRESSOR HVAC PAD
/ ° N- I Ili \ W
- H $81 d TO PVC PLANTER Q II
- � - EX. R/W MON \ � 1�/� TOP. 881.65 I
- � - � / • LIQUID NITROGEN
( _ TANK ( III
NAIL 1BM) DITCH
NAD (2011) NSRS I J 8V I I ( D-1 1'-0��
8.3 NAG S150
TRANS/T AVf-NUE- N 790,73681 \ I I III I \ D-2 1 -0 NAG S150
D-3 0' NAG C125
I II \
so' PUBLIC R/py E = 1,688,665.75 I �I I (PER P.B. 18, PG 94) ELEV = 894.55 D-4 0' NAG S150
I \ �I 1 GRATE INLET FFER
PA VED I I �I I R/M ELEV- 879.88
�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 - - � - - I I I ro \ TOR- 874.62 � 2. ALL DITCHLINES TO BE SEEDED/MULCHED;
UNDERGROUND I I ' °' _ WILL BE STABLE UNDER CLASS D CONDITIONS
CABLE BOX / / I II °p ey GRA TEINLET 2"-6" HEIGHT)
RIM ELEV- 879.9.3
UNDERGROUND 1UNABLE TO ACCESS
1� I I �� I \ ( /
CABLE MARKER 0-1-15" CPP TYPICAL DITCH SECTION
874.48 N TS I �
P.• II I PLANTER s GRA VEL TO
NORDFAB SYSTEMS, INC.
I4" PVC I I P/N /D. 6789-04-90-0663 GRATE INLET
II I TOP 883.80 I D.B. 1102, PG. 766 ® M ELEV-
21
875.79.
I s19 I / V III II � I I EXISTING GRAVEL GRATE INLET INV OUT 875.50
BRICK/METAL/CONC PLANTER RIM ELEV 880.07
ADD
o ITION BUILDING UNABLE TO ACCESS
• 881.28
PROP. BUILDING FFE.
I APPROX/MA7F (54,000 SF GFA) I III
p I I LOCA77ON OF I pp
WATER L/NE a I I FFE: 881.28,
I I
III I � I I
I I .-
TRACE -WA Y PROPERTIES, LLC I I I I I I
PIN ID: 0 6789-04-80-5458 III I I
D.B. 1243, PG. 1320
P.B. 18, PG. 94
LOT 11
ZONING.- M1 II / I SPOT: 880.95' �
1�I,I1 \ ,II►► I
II I
11 GI 7 GI 6
RIM: 880.00 - 0 RIM: 880.20
I� INV OUT: 878.18 00 INV IN: 877.70 GRATE INLET
a
N -I I III I INV OUT: 877.62 RIM ELEV- 877.31
IGRA 7E INLET II t INV OUINV T- 874.98
N RIM £L£1! 885.05 II I \\ 95.70 LF 12" pV/ TW' 881.3
o INV OUT 881.27 I 1 `��C14��I'llillIillill !I! C 54.49 LF 12" PVC coMPcroR
C14III SD I / 212.1'
II1 I I I I I 78 SPACES I d d d TRENCH DRAIN
II 1`1 I I I I I I I I I� ° 878 d ° EX. TRENCH DRAIN TRENCH ORA/
z
a \ oo GRA TE ELEV 877.36
a I1I �e` SD PA VED d ° INV IN. 876.61
Z I \\ \ \ \ s s�°6 d ° d TRENCH DRAIN
D 879 GRATE ELEV: 877.3 '
1\\ \\ \ \ G IG a (SEE ENLARGEMENT A) a
\\ \ \ 72 sPA cEs D G G - G -J-�
3
Z \\\\ \ GRASS d APPROXIMATE
d LOCA77ON OF
NAIL (MY ° S TW: 880.70 WATER LINE
NAD 83 (2011) NSRS \ W W
N = 790, 361. 43 P4 d a \ W °
E = 1, 688, 717.70 \ \�� GRA TE INLET
No ELEV = 884.06 \ \ RIM ELEV- 879.94 ° \ a - �8" RCP SD
\\ \\\ \ \ \ INV OUT- 876.94d d � a \ j�D
00
N
REV DATE DESCRIPTION BY PROJECT 210238
GRA TE INLET
RIM ELEIF 881.02
UNABLE TO ACCESS
90.0'
UNDERGROUND
CABLE MARKER
i
rn
UNDERGROUND
CABLE BOX
2.7' o
11.0' N B 2'
/ • .7' N 76.0' 0. 4'
/ 70' z0' Od
hi hi 7.0 d. 1.3'
/ 14.4
GRATE INLET 2 '
/ S ES
RlM ELEV 877.43
NV IN. 875.48 h J i SPACES
NV OUT 875.36
s ab r
PLANTER P CES� II I I I
�I „ 8 SP CESI I
70 SPACES I 8I SPACE
IIIIII I ��� �IIII
A VED / 6
0#1
70 S I CEI
O 6 SPACES
PLANS W
a .
15" CP � CPP
\ �\ PA VED \ IN 6. 3 NIA 876.38
o 9/21/22 ADD P-4 OUTLET PROTECTION BAP DATE 5/13/2022 THE SCALE BAR DAVIS MARTIN POWELL
N SHOWN BELOW
2 DESIGNED BAP
a MEASURES ONE
w 3 DRAWN CCP INCH LONG ON ENGINEERS & SURVEYORS
THE ORIGINAL
z 4 CHECKED BAP 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: (336) 886-4821 1 F: (336) 886-4458 1 WWW.DMP-INC.COM I LICENSE: F-0245
0 6 SURVEYED DMP
FES 1 & SLOPE DRAIN
OUTLET PROTECTION
CLASS B
STONE
3Do =
3.75'
LENGTH
= 10.0'
WIDTH =
11.25'
DEPTH
= 18"
LL
r
PIPE P-4
OUTLET PROTECTION
CLASS B
STONE
3Do =
3.75'
LENGTH
= 6.0'
WIDTH =
7.25'
DEPTH
= 16"
I
INV
OUT: 877.35
(THRU WALL)
25 LF 8" DIP,
CONNECT PROP.
TRENCH DRAIN
' TO EX. TRENCH
DRAIN
TR
54.49 LF 12" PVC
_
y
COMPA C
TRENCH
DRAIN
I
Q
I 187$
EX. TRENCH DRAIN
GRATE ELEV! 877.36
INV IN: 876.61
4
a
d
a
•
b
879
G
36 LF TRENCH DRAIN
a
�- G
-�
G �-
4 GRATE ELEV: 877.3
G a-
G -INV: 877.05 (WEST)
sD I
4
INV: 876.87 (EAST)
G
a
\
SD
880
I
sD a
Al
ENLARGEMENT A
SCALE: 1 "=20'
NO WETLANDS HAVE BEEN IDENTIFIED
ON -SITE WITHIN THE PROPOSED AREA
OF WORK.
Graphic Scale
40 20 0 40 80
1 inch = 40 feet
'CA'"o'% GRADING PLAN SHEET N0.
R
FINAL DRAWING NORDFAB SYSTEMS, INC.
SEAL C5.1
25496 NOT RELEASED FOR CONSTRUCTION BUILDING EXPANSION PROJECT
9/21/2022 �� FOR REVIEW/APPROVAL ONLY
FNGI NE�� ��,`� 150 TRANSIT AVENUE
THOMASVILLE, NORTH CAROLINA OF
'••••n n��•`�