SW4220602_Plansheet - Proposed Drainage Area_20220713

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► I � �Il lll�
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swum 24 PERMANENT SLOPE DRAIN
I INV IN: 871.0
INV OUT: 866.0 I
/I INSTALL PIPE & INLET PROTECTION
I / / AFTER REMOVAL OF TSSB-1
OUTLET PROTECTION I I
I C / ��\� ' (SEE DETAIL, THIS SHEET)
j I INV: 876.00 yj))
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► v I I 4 ` _ \\ \\\v��� FILL/REPAIR WASHOUT AREA
► ," I I D / \ \ \� DURING INITIAL STAGE \QF GRADING,
INSTALL NA GREEN SC150 MATTING I
�INV: 878.00 EX. POND
I /
/ ► �mti I ,FES 1
/ ► ° o I I NV: 879.00 �� , y INV: 875.00 \
► I III N 1�M \ \ / \\\\\\\�\ \ COGG/N J�EAL ESTA TE, LLC
_ OUTLET PROTECTION P/N /D. 6789-04 . 379 69
NAD 3 (2011) NSRS
I Q' N = 90, 911. 01 -� D.B. 189 PG. 379
I III ,\g D H E = 688,887.65 � (SEE DETAIL, THIS SHEET) \ ZONI HI
/ ��°' 7887
� INV: 875.34
LEXINGTON INVESTMENT I / /, I I I I ph \
PROPERTIES, LLC ► 1 INV: 880.00 /
PIN ID: 6789-04-80-4939 ► / / / I I INV: 875.75
D.B. 2469, PG. 2481 ► / / �u TO PVC
P.B. 18, PG. 94 0 ' 1 � TEMP. CONCRETE
TOP: 876.42
LOTS 12-14 I l < r WASHOUT
I \ \
ZONING: M1 / -P I I I
► • I y / 1� \ Dn-r H D-Z 15" CPP l
► / / / / DA: 0.51 AC 20 INV. 873.88 I \
► / 7 / //� I/ / 2" PVC
TOP. 881.35
GRA TE INLET
1� / /j �� 880 I HOPPER `' UNABLE TO ACCESS
60' INGRESS, I I \\
EGRESS, REGRESS & 9� I HVAC PAD 272. j' \\ \ \ \ \
UTILITY EASEMENT / I OXYGEN TANK COMPRESSOR GENERA TOR \ ^ I I
HVAC PAD
R/W I I ` / / Nbn d COOLING TOWER Nvn 2" PVC
COMPRESSOR HVAC PAD I I I
I III
- EX. R/W MON /% I�Q1H ° LIQUID NITROGEN TOP. 881.65 PLANTER II I
P� TANK I III I
NAIL (TBM)
1)IJ II I
N�7 83 (2011) NSRS 18 0' I I
1RANS/T A VENUE N = 790, 736.81 \ I I I I I \
60' PUBLIC R/W / E = 1, 688, 665.75 II I I I \
(PER P.B. 18, PG 94) ELEV = 894.55 I I \ CO II I I I I GRA TE INLET+ �`\
PA VED RIM I / I I I �I I ELEV-879.88
6ti I I I l \ RE r NG \ UNABLE TO ACCESS
WALL \\ <
h � 10" PVC \
R1W , - - _ _ TOP: 874.62
Q
UNDERGROUND I I I 1� / qj C� \ \
GRATE INLET
CABLE BOX i / / / I I 00 I RIM ELEV! 879.93 \
UNDERGROUND II I UNABLE TO ACCESS
CABLE MARKER
I I I I \ G) \ �1 1 I 15" CPP \
I I I \ I pI�H D-1 / /
I PLANTER o GRAVEL TOP.- 874.48
RDFAB
I I N 4" VC I DA: 1.83 AC / P/N ID.: 67 SYSTEMS, INC.
89-04-90-0663 GRATE INLET
I II I TOP: 88 80 � � I D.B. 1102, PG. 766 \ RIM ELEV 879.21
I I � � I I I � • INV IN: 875.78
� ® I INV OUT 875.50
EXISTING GRA VEL GRA TE /NLET
BRICKIMETALICONC PLANTER RIM ELEV 880.07
CD ► PROP. BUILDING ADDITION BUILDING UNABLE TO ACCESS APPROXFFE.• 881.28 I /M I I o (54,000 SF GFA)
IGRA TE INLET so. o'
RIM ELEV 881.02 L WA L E I I I I � FFE: 881 .28� UNABLE TO ACCESS
I II �' I I
III II II UNDERGROUND I I 1 I I CABLE MARKER UNDERGROUND
CABLE BOX
III � I I rn
TRACE -WA Y PROPER TIES, LLC III I I I I PIN ID: 6789-04-80-5458 o0 I I I 1 I V I
D.B. 1243, PG. 1320 I I I I I
P. B. 18, PG. 94
LOT 11 \ /
ZONING: MI $PO I II II �
'II III \ +II � ►
2.7'o
,I I\
J GI 7 GI 6 a°` I ll.o' N 8.0' 92
/ �0. 7 0' N n 9 7 16. 0' 0. 4'
IIIi RIM: 880.00 - RIM: 880.20 0 7O m m �0 13 0pJ
II / INV OUT: 878.18 10 INV IN: 877.70 GRATE INLET 44 0 4L
I� 'I I III INV OUT: 877.62 RIM ELEV 877.31 GRATE INLET 2
I II INV IN: 876.01 SF�4 ES _
RIM ELEV 877.43
i GRA TE INLET I I I 8 SPACE_ S
INV OUT 874.98 INV /N.• 875.48 N � � Il�f�
,o RIM ELEV 885.. 05 I 95.70 LF 12" TW: 881.3 INV OUT 875.36 h V
INV OUT 881.27 II PVC.-� _ 54I'll, 11111111.49 LF 12" PVC, COMPACTOR NT I
II 1 s0 212. 18
.1b
I
b118 ISPACES 4 ° \_4 TRENCH OR 1W I
I
CES
TRENCH ORA87g EX. RENCH DRAIN / PLANTER PACESI I 1I - IIII y� II I I I SS-PPGRATE ELEV 87736SD PA V�98�A -
C
cEES
E° ° INV IN.- 876.61 102 TRENCH DRAIN 6 GRATE ELEV: 877.3 879
I
I
I I I I I I I I
11 `\ \\\ \ \ 12 SPAICES I a(SEE ENLARGEMENT A) G -I-1 ^0 AVED
z G \
414
GRASS d APPROXIMATF 10 SPACES I
3 NAIL (MR) ��kry ° S ° TW: 880.70 WAOCA TFR LNEF - -- 6 SPACES
z NAD 83 (2011) NSRS \ W W W �, N //
N = 790, 361.43 °
rE = 1, 688, 717.70 \ �\ Pq VED GRA 7F INLET c ° \ � � PLAN W
I ELEV = 884.06 \ RIM ELEV 879.94 Q \ �B" Rcp SD 1O i
INV lN. 877.04 d \
INV OUT 876.94 A S N _ 15" CP 1 P
D \ PA VEDNV 876.38
SD
b REV DATE DESCRIPTION BY PROJECT 210238 ••••••..�•.,,•••
I DATE 5/13/2022 THE SCALE BAR `��` C'4R0
2 SHOWN BELOW DAVIS • MARTIN • POWELL `�'�.
DESIGNED BAP MEASURES ONE ® Q� AL FINAL DRAWING
3 DRAWN CCP INCH LONG ON E N G I N E E R S & S U R V E Y O R S
THE ORIGINAL 25496 NOT RELEASED FOR CONSTRUCTION
Q Know what's be�OW. % F /18/2022� •'
z 4 CHECKED BAP . FOR REVIEW/APPROVAL ONLY
DRAWING.
5 SCALE AS NOTED Call al 8.1e1 you dig. 6415 OLD PLANK RD, HIGH POINT, NC 27265 T- [phone] 1 F- [phone] 1 WWW.DMP-INC.COM LICENSE- F-0245 q�Gi
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6 SURVEYED DMP A•••••�
Graphic Scale
40 20 0 40 80
1 inch = 40 feet
DRAINAGE MAP SHEET NO.
NORDFAB SYSTEMS, INC.
BUILDING EXPANSION PROJECT
150 TRANSIT AVENUE
THOMASVILLE, NORTH CAROLINA OF