SW3200201_Plan (Grading)_20200212

N11' 36' 09"W
10.53'
1 \' REBAR
1 \ FOUND \ s�
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1 \190,
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1 \ NORTH CAROLINA DEPARTMENT
1 \ OF TRANSPORTATION
D.B. 3336, PG. 1352 \
1 \ PARCEL ID:366801190956 \
1 \\ ZONED: "R-40" (CATAWBA COUNTY) \
1
8" REBAR SET �
1 \ N.C. GRID-NAD 83 (2011)
1 N=689,936.98'
1 1 E=1,361,124.37' 1100
REBAR 8"
1 1 FOUND /
1 cn / / �!o /
1 ml m/ 6' OPAQUE / I �j/ //
WOOD FENCE v ,� p A ES
SEE DET. 6/C901 /
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M ONE CO & PRI CILLA . P
N.C. GRID NAD 83 2011 tj�' D.1 C P
( ) 1 loop> ZOI�IED: "HIS"(C A�COUN
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NB689 855 36'
E=1,361,028.21'co
.0
1" PIPE
FOUND 1
11
I
VASHTI LOCKEE BEARD
D.B. 1855, PG. 474 /
PLAT BOOK 30 PAGE 155
PARCEL ID:366801190810
ZONED: "HIS" (CATAWBA COUNTY)
6'OPAQUE / ski--,
WOOD FENCE '
SEE DET. 6/C901/+
SAND FILTER
E DET. 1/C90'
1 � �
1 � �
1/
GEORGE GLENN & MARY BETH YOUNG
D.B. 3359, PG. 1223 1
PLAT BOOK 78, PAGE 1 1 0'1 n
PARCEL ID:366801096597 /
ZONED: "R-40" (CATAWBA COUNTY) ; / ♦♦ /
0. TOR
1 0 BOR
1/2" PIPE FOUND 1 1 1 I I �•�
N.C. GRID NAD 83 (2011) o I r i�c •a ��G
N=689,600.03' / •�oRoi �oROORo
E=1,361,065.27'
TIE LINE \\�
S6' 10' 31 "E \\ \
8.33'
z REBAR FOUND 1 \ \
INSIDE+' PIPE \
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STRUCTURE TABLE
PIPE TABLE
STRUCTURE NAME
DETAILS
PIPE NAME
SIZE
LENGTH
SLOPE
INVERTS
CURB INLET - 1
RIM = 1037.80'
INV IN = 1034.60'
PIPE 1
15 INCH CONCRETE PIPE
81.63'
1.53%
INV. IN = 1034.50
INV. OUT = 1033.25
INV OUT = 1034.50'
PIPE - 2
15 INCH CORRUGATED HDPE PIPE
71.00'
2.06%
INV. IN = 1036.10
INV. OUT = 1034.60
OUTLET STRUCTURE
RIM = 1033.00'
INV OUT = 1028.75'
PIPE - 3
15 INCH CORRUGATED HDPE PIPE
196.68'
0.50%
INV. IN = 1034.50
INV. OUT = 1033.50
PIPE - 4
18 INCH CORRUGATED HDPE PIPE
43.77'
0.55%
INV. IN = 1028.75
INV. OUT = 1028.50
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♦ GROUND - -\ � \
8 - 6" PVC
ROOF DRAINS
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Q OUTLET STRUCTURE •. p \ \ \\\ \ \ 8" REBAR SET \
RIM : 1033.00 N.C. GRID-NAD 83, 4011N,
18"HDPE INVOUT1028.75
- \' \\\ \\\ \ - 1�689,697,G i' \ r�0 :t. '•- o
/ ♦ SEE DET. 2/C905 ° 'o��� \ \\\\\ \ \ \1 3'61,342.25'
/ 1040..6 BOR �o 1040.25 TC
1040.80 TC 1039.75
DOLLAR GENERAL 104 50BOR 1 104030
♦ 8,960 SQ.FT. / . • t+. 040.3o BpR \� \ \\i//\ \ \/ IGNS \ \\ \
37 PARKING SPACES 104030 \ \
F.F.E. = 1041.00
CLEANOUTS AT
ALL BENDS / 104o.8oTC \ o"1.
SEE DET. 3/C903
/ 1040.30
/ \ 1039.00 TC 8" �j1039.50 EBAR
�90-\C /. \ FO ID
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GEORGE GLENN & MARY BETH YOUNG \ 1038 ,�� I ^ p3g7 103 oz
D.B. 3359, PG. 1223 �S70, �S7p \ ✓ -1.0% 1 \� ,cb
PLAT BOOK 78, PAGE 1 \ \ \ \ � m /
LEGEND
- - PROPERTY LINE
too EXISTING CONTOURS
row PROPOSED CONTOURS
BUILDING SETBACK
- - - - - - - - - LANDSCAPE BUFFER
P EX. OVERHEAD ELECTRIC
FO EX. FIBER OPTICS
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
GRADING NOTES
1. PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN AREAS TO RECEIVE PAVEMENT/GRAVEL AND
TOP OF TOPSOIL IN AREAS TO BE SEEDED AND/OR LANDSCAPED.
2. AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED AND/OR LANDSCAPED.
3. CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR
ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING TO
SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF
THE FACILITY.
4. ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY US FOUNDRY OR APPROVED EQUAL (U.O.N.) SEE
SPECIFICATIONS.
5. ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED.
6. UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE
DISPOSED TO AN APPROVED OFF SITE LOCATION BY CONTRACTOR.
7. ALL EXCAVATING IS UNCLASSIFIED AND SHALL INCLUDE ALL MATERIALS ENCOUNTERED.
8. BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE -OUT AND MARK OUT THE ITEMS ESTABLISHED BY
THE SITE PLAN. CONTROL POINTS SHALL BE PRESERVED AT ALL TIMES DURING THE COURSE OF CONSTRUCTION.
LACK OF PROPER WORKING POINTS AND GRADE STAKES MAY REQUIRE CESSATION OF OPERATIONS UNTIL SUCH
POINTS AND GRADES HAVE BEEN PLACED TO THE OWNER'S SATISFACTION.
9. CONTRACTOR IS RESPONSIBLE FOR DETERMINING EARTHWORK QUANTITIES. ENGINEER MAKES NO STATEMENT
EITHER IMPLIED OR EXPRESSED REGARDING CUT/FILL QUANTITIES.
10. ALL CORRUGATED METAL PIPE IS TO BE ALUMINIZED OR APPROVED EQUAL WITH RE -ROLLED ENDS. ALL BANDS ARE
TO BE HUGGER TYPE.
11. ALL STORM DRAINAGE PIPES SHALL HAVE 12" MINIMUM COVER.
11. ALL GROUND ELEVATIONS ADJACENT TO BUILDING STRUCTURES ARE TO BE A MINIMUM OF 6" BELOW THE FINISHED
FLOOR ELEVATION.
12. ALL HDPE IS TO BE ADS N-12 ST IB DUAL WALL WITH WATER TIGHT JOINTS AND DUAL WALL FITTINGS OR APPROVED
EQUAL.
13. ALL PIPE LENGTHS GIVEN ARE TO THE CENTER OF STRUCTURES.
14. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ANY BENCHMARKS SUPPLIED AS PART OF THESE PLANS.
15. CONTRACTOR RESPONSIBLE FOR IDENTIFYING AND PERMITTING WASTE AND BORROW SITES AS NECESSARY. WASTE
AND BORROW SITES MUST BE NCDEQ APPROVED LOCATIONS.
OUTLET PROTECTION TABLE
OUTLET
PIPE
LA (FT)
W1(FT)
W2 (FT)
DA (FT)
NCDOT
CLASS
PIPE - 1
5
3.8
7.1
1.5
A
PIPE 3
5
3.8
7.1
1.5
A
PIPE 4
6
4.5
8.5
1.5
A
PIPE - 1 CALCULATIONS PIPE - 3 CALCULATIONS PIPE - 4 CALCULATIONS
Q10
= 0.58 ft/s
LA =
5.0 ft
W1=
3.8
W2
= 7.1 ft
Da =
1.5 ft
LINER = CLASS A RIPRAP
VPERMISSIBLE = 14 Ws
PARCEL ID:366801096597 \ �o ro O� , V/� FLARED END SECTION _ � - V10 = 4.3 ft/s
4)ZONED: "R-40" (CATAWBA COUNTY) m ^ C' / SEE DET. 4/C904 _ BROAD RIW_ V < �/
7' La X 9' W2 10 PERMISSIBLE
6' OPAQUE \ / ^ / t• OUTLET PROTECTION
WOOD FENCE _ \ I 3g70TCIHP / / ` Q0 SEE DET. 4/C902
SEE DET. 6/0,P01
CURB INLET-1�o
RIM : 103.\ • \ / Q �� QQ �2C 1 / oQ
15"HDPE INV IN : 1034.6060 r Q-
15" HDPE INV OUT : 1034.50
SEE DET. 7/C901
DRIVEWAY PROFILE \ /
/ C \ /
OAK TREE HOLDING, LLC +' REBAR /
D.B. 3359, PG. 1223 SET 4'sg\
m PARCEL ID:366801191368
ZONED: "HIS" (CATAWBA COUNTY)
m
hINT OF BEGINNING
1" PIPE FOUND I / / 1038- -
/N.C. GRID NAD 83 (2011)
N=689,444.09'
c / E=1,361,281.45'/
o``• Gj
UTILITY EASEMENT
N62' 23' 19"W /
12.05'
UTILITY EASEMENT
S27' 20' 56"W !. , / °�' a,
20.99' �.' §,b
/ � o
4 R BARS
FOUND
Q10 = 3.33 Ws
LA = 5.0 ft
W1= 3.8
W2 = 7.1 ft
Da = 1.5 ft
LINER = CLASS A RIPRAP
VPERMISSIBLE = 14 ft/s
V10 = 4.3 ft/s
V10 < VPERMISSIBLE
Q10 = 4.55 ft/s
LA = 6.0 ft
W1= 4.5
W2 = 8.5 ft
Da = 1.5 ft
LINER = CLASS A RIPRAP
VPERMISSIBLE = 14 Ws
V10 = 4.9 Ws
V10 < VPERMISSIBLE
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
ITS THE LAW!
sMYRE FARM RD.
ABBREVATIONS
TC
TOP OF CURB
BC
BOTTOM OF CURB
TOR
TOP OF RAMP
BOR
BOTTOM OF RAMP
TOW
TOP OF WALL
BOW
BOTTOM OF WALL
BOD
BOTTOM OF DITCH
HP
HIGH POINT
EX. TC
EXISTING TOP OF CURB
EX. BC
EXISTING BOTTOM OF CURB
EP
EDGE OF PAVEMENT
EC
EDGE OF CONCRETE
SITE
PROVIDENCE MILL RD. ?
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0 9y/s4
VICINITY MAP (NTS)
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
DRIVEWAY PROFILE
STATION
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050
040
030
020
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GRADING PLAN
PREPARED FOR:
TERAMORE DEVELOPMENT
PO BOX 6560
THOMASVILLE, GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"X36"
DATE:
01/15/2020
PROJECT NUMBER:
3160622019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 30' (H)
ill = 30' (V)
30 15 0 30 60 SHEET:
C200
© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE