SW3190901_DG_SALISBURY_REVISED_SHEETS_10/23/2019

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. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. 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.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
I
/ /
UTILITY
GAS POLE / VLV. /°� I \ \ \\
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NO WETLANDS EXISTING ON THIS PROPERTY.
LEGEND
— —
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too
EXISTING CONTOURS
row
PROPOSED CONTOURS
—
— BUILDING SETBACK
— — — — — — —
— — LANDSCAPE BUFFER
EX. OVERHEAD ELECTRIC
P
EX. NATURAL GAS
GAS
EX. WATER
W
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EX. FIBER OPTICS
GAG � GAs ROAD RIW
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10 EDGE OF PAVEMENT — — — — — — — — — — — — — — —
EDGE OF PAVEMENT
/ HEILIG ROAD (S.R. 2528) - 60' PUBLIC RM
I / / N.C.D.O.T. PROJECT # 6.637024 - D.B. 880, PG. d
I \ \ N.C. GRID-
12" RCP / 12' RCP \ C14o \ z' PIPE FOUND
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!NV=815.23' \ I \ N=1.&, 21.2
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TYJF SALISBURY
D. . 785, PG. 108
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o¢ 7 ---------/------ f / / --- --------------------- \ - / - ------------ / / / \ ROWAN CO. PARCEL
ySE:�UNICIP/r,L
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I $4/I° 50' 56"E FOUND — — — L ' • x — x — x = r= = x — x = = x — x — x x I J GATE
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❑ ❑ I1 ROWAN COUNTY I PC)uNn \ I
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° I � , ` i —i1_1� ❑ it BOARD OF EDUCATION I
D.B. 623, PG. 343
ROWAN CO. PARCEL ID: 402 036
USE: MUNICIPAL I
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ROWAN CO. PARCEL ID:402 068
USE: MUNICIPAL
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L: EXISTING CONDTIONS
PREPARED FOR:
TERAMORE DE'
PO BOX 6460
THOMASVILLE,
JELOPMENT, LLC
GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
ill = 20' (`H/)
(V)
SHEET:
C002
© COPYRIGHT 2019 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.

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. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
5. 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.
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
DOLLAR GENERAL PAVEMENT NOTES:
1. DETAILS ARE DOLLAR GENERAL STANDARD REQUIREMENTS AND MAY INCREASE OR DECREASE WITH VARIOUS
SOIL CONDITIONS. A GEO-TECHNICAL INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL BE
COMPLETED FOR EACH DEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERAL
REQUIREMENTS. INCREASED RECOMMENDATIONS ARE TO BE USED.
2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENT
OF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE. THEY SHALL BE REMOVED AND
REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEO-TECHNICAL RECOMMENDATIONS.
3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY
GEO-TECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPE
SHALL BE PRIOR APPROVED BY DOLLAR GENERAL.
4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL JOINTS MUST
BE SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 330R
(GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND LAYOUT.
BAR
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N.C. GRID-NAD-83
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N=685,749.00'
E=1560,309.16' '
1180, t
PARKING AND PAVEMENT NOTES
1. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC DEVICES, 2012 EDITION AS AMENDED.
2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WHITE ON ASPHALT IN NCDOT ROW.
3. ALL DIMENSIONS ARE TO FACE -OF -CURB UNLESS INDICATED OTHERWISE.
4. ALL CURB RADII ARE 5' UNLESS OTHERWISE INDICATED.
5. CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
6. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC
CONTROL DEVICES WITH OTHER CONTRACTORS ON SITE.
7. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOLS.
8. CONTRACTOR SHALL SAW -CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO INSURE SMOOTH TRANSITIONS.
CONTRACTOR SHALL SAW -CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED
BY INSPECTOR TO INSURE POSITIVE DRAINAGE (TYPICAL AT ALL INTERSECTIONS).
9. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT PREVENTION IN
CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. AND THE HEALTH AND SAFETY REGULATIONS FOR
CONSTRUCTION ISSUED BY THE US DEPARTMENT OF LABOR.
10. CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER.
11. ALL EXISTING ON -SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES AND DISPOSED OF OFF -SITE,
INCLUDING ALL ATTACHED UTILITIES AND APPURTENANCES. ANY AND ALL WELLS ON -SITE SHALL BE IDENTIFIED
TO THE ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS INSTRUCTIONS.
12. ALL AREAS NOT IDENTIFIED AS STANDARD DUTY PAVING SHALL BE CONSTRUCTED AS HEAVY DUTY PAVING (SEE
DETAILS FOR STANDARD AND HEAVY DUTY PAVING REQUIREMENTS).
13. ALL SIGNS, WHETHER FREE-STANDING OR ATTACHED REQUIRE SEPARATE APPLICATION FOR EACH INDIVIDUAL
SIGN. ALL SIGNS SHALL MEET LOCAL REQUIREMENTS. A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION OF
ANY SIGN.
EDGE OF PAVEMENT
N.C. GRID-NAD 83
z" PIPE FOUND
N=685,791.51'
E=1,560,485.2"
EDGE OF PAVEMENT
RMI
RIB
/ RI�
a" RESER PYLON SIGN
R
91
14
h
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10' X 70' SIGHT
TRIANGLE
STRIPING LEGEND
SURFACES SHOULD BE CLEAN,
DRY AND METAL SURFACES FREE
YELLOW CURBING AND BOLLARDS -
OF HEAVY RUST. 2 COATS
PARKING LOT
SHERWIN WILLIAMS - KEM 4000
ACRYLIC ALKYD ENAMEL SAFETY
YELLOW B55Y300
SURFACES SHOULD BE CLEAN,
DRY. TOP COAT SHERWIN
STRIPING - PARKING LOT
WILLIAMS - PROMAR TRAFFIC
MARKING PAINT YELLOW TM5495
SURFACES SHOULD BE CLEAN,
DRY. TOP COAT SHERWIN
HANDICAP STRIPING - PARKING LOT
WILLIAMS - PROMAR TRAFFIC
MARKING PAINT "H.C." BLUE
HEILIG ROAD (S.R. 2528) - 60' PUBLIC RM
N.C.D.O.T. PROJECT # 6.637024 - D.B. 880, PG. 509
OBSERVED RIGHT-OF-WAY
RAN RAN RAN
OTAMMAon r%l ITV
• 9'
1
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• 2 BOLLARDS & SIGNAGE SEE /
' SEE DET. 9/C900 DET. 3-5/C900
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z 6"
9,100 SQ.FT.
f/
z • F.F.E. = 824.50
'
p co
o DELIVERY RAMP SEE DET. 2/C901 A '
NCDOT PAVING
SEE DET. 1/C901
SITE INFORMATION
ZONING
CBI
ACREAGE
2.25± ACRES
PARKING SPACES
PROVIDED (9' x 20')
30 SPACES
FLOOD ZONE
X - PANEL 5668
3 EMPLOYEES MAX
EMPLOYEES
PER SHIFT
HOURS OF
SUN. - SAT.:
OPERATION
8 AM - 10 PM
IMPERVIOUS AREA
31,841 SQ.FT.
IMPERVIOUS
32.52%
PERCENTAGE
EDGE OF PAVEMENT
24" STOP BAR - WHITE
PER NCDOT STDS. 1205
DEPRESSED CURB
SEE DET. 5/C901
RMI RAN
PAVEMENT MARKINGS
PER NCDOT STDS. 1205
4" DOUBLE
YELLOW LINES
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05 o ' ENCLOSURE WITH
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DET. 4/C901
ND FILTER
ND
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10' SETBACK
3l4" PIPE 00
FOUND NAIL
S47' 50' 56"E FOUND — — — ��� — x � — X — X — — X — X — x
X —
X z x x z =� �� x-8"
N456' 52"W - 320.81' 8' CHAIN LINK FENCE I z" PIPI
9.71' / 8' CHAIN LINK FENCE
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i ROWAN COUNTY FOUN
BOARD OF EDUCATION
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i I USE: MUNICIPAL
k
/ X X
EDGE OF PAVEMENT
10' X 70' SIGHT
TRIANGLE
ROAD
N.C. GRID-NAD 87
z' PIPE FOUND
N=685,581.32'
E=1,560,721.22'
'
- RMI RMI RMI
RMI
1
SEPTIC FIELD TO REMAIN
60
UNDISTURBED (TEMPORARY
'
EXCLUSION FENCE SEE DET. 5/C904)
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CITY OF SALISBURY
D.B. 785, PG. 108
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ROWAN CO. PARCEL
ID: 402 067
USE: MUNICIPAL
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X - X - X
N.C. GRID-NAD 83
11" PIPE FOUND
N=685,423.70'
E=1,560,520.29'
CITY OF SALISBURY
D.B. 786, PG. 823
ROWAN CO. PARCEL ID: 402 068
USE: MUNICIPAL
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LEGEND
— — PROPERTY LINE
100EXISTING CONTOURS
10o PROPOSED CONTOURS
BUILDING SETBACK
— — — — — — — — — LANDSCAPE BUFFER
P EX. OVERHEAD ELECTRIC
GAS EX. NATURAL GAS
W EX. WATER
FO EX. FIBER OPTICS
NCDOT PAVING
STANDARD DUTY ASPHALT
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HEAVY DUTY ASPHALT
SIGN LEGEND
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R1-1
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SITE PLAN
PREPARED FOR:
TERAMORE DEVELOPMENT, LLC
PO BOX 6460
THOMASVILLE, GA 31758
DATE: REVISIONS:
X X- X X X
GATE
\� 20 10 0 20 40
SHEET SIZE:
24"x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 20' (H)
(V)
SHEET:
C100
© COPYRIGHT 2019 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

GENERAL NOTES
GRADING NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
1.
PROPOSED CONTOURS SHOWN ARE TOP OF FUTURE PAVING/GRAVEL IN AREAS TO RECEIVE PAVEMENT/GRAVEL AND
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
TOP OF TOPSOIL IN AREAS TO BE SEEDED AND/OR LANDSCAPED.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
2.
AREAS OUTSIDE OF THE PARKING LOT PERIMETERS SHOWN TO BE SEEDED AND/OR LANDSCAPED.
4. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
3.
CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR
ASSOCIATED WITH RELOCATION.
ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING, OR CONNECTING TO
5. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
SAID FACILITIES. CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION WITH ALTERATION OF OR RELOCATION OF
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
THE FACILITY.
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
4.
ALL CATCH BASIN GRATE AND FRAMES ARE TO BE BY US FOUNDRY OR APPROVED EQUAL (U.O.N.) SEE
6. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
SPECIFICATIONS.
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
5.
ALL AREAS NOT COVERED BY BUILDING OR PAVING ARE TO BE GRASSED.
DITCH - 1 CALCULATIONS PIPE - 3 CALCULATIONS PIPE - 4 CALCULATIONS
Q10 = 1.8 ft/s
LA = 8.0 ft
W1= 6.0
W2 = 11.3 ft
Da = 1.5 ft
LINER = CLASS A RIPRAP
VPERMISSIBLE = 14 ft/s
V10 = 1.9 ft/s
V10 < VPERMISSIBLE
/ / J
( 1�
\ 1
ST ST ST ST
1
BAR
JND
NAI L
FOUND
Q10 = 2.88 ft/s
LA = 6.0 ft
W1= 4.5
W2 = 8.5 ft
Da = 1.5 ft
LINER = CLASS A RIPRAP
VPERMISSIBLE = 14 ft/s
V10 = 3.8 Ws
V10 < VPERMISSIBLE
Q10 = 0.38 ft/s
LA = 5.0 ft
W1= 3.8
W2 = 7.1 ft
Da = 1.5 ft
LINER = CLASS A RIPRAP
VPERMISSIBLE = 14 ft/s
V10 = 2.7 ft/s
V10 < VPERMISSIBLE
11
11
II DROP INLET
RIM=812.02'
I INV. IN=809.66'
`INV OUT=809.63
1
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�WZST I
/
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. - - - - - - -
t
EDGE OF PAVEMENT -
// / -
N.C. GRID-NeD 83 \
\ U PIPE FOUND, \
\ �c3` N=685,791.51' \ \
\ E=1,560,485.2"-
_ EDGE P'PAVLUZE T
/
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
-0+10 0+00
85
84(
83(
m
82(
0
z
DRIVEWAY PROFILE
STATION
EXISTING GRADE
-2% SLOPE
-6.7% SLOPE
PIPE - 1 PROPOSED GRADE
2% SLOPE
CE
79
-0+10 0+00
40
30
20
10
DO
4-790
1+00
- - - - - - - - - - - - - - - - - -ROAD RIW
i' ST ST EEEt�,
- - - - - EDGE OF PAVEMENT - - - - -
HEMG ROAD (S.R. 2528) - 60' PUBLIC RfW /
N.C.D.O.T. PROJECT # 6.637024 - D.B. 880, PG. d /
N.C. GRID- AD 83
N \\ \1 z' PIPE FOUND
00\ I N=685,581.32'
o I E=1,560,721.22'
- _ - O - - _ - _ _ EDGE OF PAVEMENT
--- -- 817
S48° 7" - 316 01- - - PIPE -1 - - - 0 - - - - _ - S48° 25' 26"E -
820
CURB INLET / / / / / - \ � INV. = 816.75
o- ,n Q / SEE DET. 6/C901 / / / /
/ s OB�ERVED RIGHT-OF-WAY
R/W R/�AI/ RAN, RMRMRM -I RAN RAN
RAN RAN
22
0
S�
/
INV. = 817.50 /
RM RM RM RM RAN I
a
1 / GATE
1 I /
PINLET -1
R 0 822.10
h�
JAKE ALEXANDER BLVD. S
gNRo o Qo
SITE Ro
�o
SFj.TFRScR °
0
trF�N
VICINITY MAP (NTS)
LEGEND
- -
PROPERTY LINE
100
EXISTING CONTOURS
row
PROPOSED CONTOURS
- -
BUILDING SETBACK
- - - - - - - - -
LANDSCAPE BUFFER
P
EX. OVERHEAD ELECTRIC
GAS
EX. NATURAL GAS
W
EX. WATER
FO
EX. FIBER OPTICS
1 IDPE INV OUT: 819.50 / / \ 1 �/ // STRUCTURE TABLE
- - - I ✓ 's l STRUCTURE NAME DETAILS
RIM = 821.60'
/ SEPTIC FIELD TO REMAIN 11 // CURB INLET - 1 INV IN = 818.55'
UNDISTURBED (TEMPORARY ' 1 / INV OUT = 818.30'
/ EXCLUSION FENCE SEE DET. 5/C904)
' l0 1\ / DROP INLET - 1 RIM = 822.10'
INV OUT = 819.50'
RIM = 820.75'
OUTLET STRUCTURE INV OUT - 815.00'
/� 1 � /
I � I S / , / INV. = 818.00 / / / U , / / ' - - /l -- - PIPE TABLE
I cr;/° PIPE NAME SIZE LENGTH SLOPE
�,�ti
/ "'� \ / / / - - _ _ ' 1 VTY�FSALISBURY PIPE- 1 15 INCH CORRUGATED HDPE PIPE 74.16' 1.01%
If 191
- - D.B'785, PG. 108
5.
0
°. � D e/ D' ° li D / ° � ROWAN CO. PARCEL PIPE -2 15 INCH CORRUGATED HDPE PIPE 185.91 0.50 /o
'e.. p ° \Ds .D '.° D D OO // ID- 402 067
l � ' j I / -9o�T - - \ YJ E: MUNICIPAL PIPE - 3 18 INCH CORRUGATED HDPE PIPE 77.49' 0.38%
I V INV. = 814.50 / r D I° I' c° 5l c/ / / ' 1 \\ / PIPE - 4 15 INCH CORRUGATED HDPE PIPE 73.92' 0.65%
o / I I I / , / / I D. I... .00� No l O I /� / / off,, / �
/ I I I / I / / D / / / - 00
co /
POINT OF BEGINNING
N.C. GRID-NAD-83 I I/ / / \ ' / i / / i / -1.9%
I / 8' REBAR SET
N=685,749.00' / / / / / i / / / 8" ('tEBAR
E=1,560,309.16' I / / / /1 /\ / DOLLAR GENERAL' / / / ' / / / - - - - - _ - ` \ SET
/
/ 9,100 SQ.FT. Lo
w80 4 F.F.E.=824.50 �
I /
/ I I / / / / / / / / / D / 823g4
I / 8 6" ROOF DRAINS
/ / / / / / /°°Q 00� • 5 /D / \ \ \ ' \ \ // 1
I
I
I
1
/ I
I
/
/
I
1-
ST ST .M ST ST
I I
I I
I I
I /
I /
I I
I I
I /
/I
C�
J
11 Lz)
/ 3 / 518" REBAR -
W as / FOUND
co
co
/ I
�o
N /
/ I
N cot
�184CP /
INVO10.05' I /
" REBP�
SET /
I / �
l / iM /
/ b /
�
Ili
1
..
% 1
\-KIIVI : oz I.ou °
15"IDPE INV IN: 818.55 0 SETBACK
18"IHDPE INV>: 8tg'30 °,
/ � I
i
823 DROP INLET
16,
SEE DET. 7/C901
T
i
o
_ �• / / / / /° °° 1
CD / / / WITH SPLASHBLOCK
8j SEE DET. 8/C902
Or I / / / / \
ul l I /� j l l zl SAND FILTER
/ I SEE DET. 3/C904
ND OUTLET STRUCTURE DITCH -1 / / /
SEE DET. 2/C904 /
/ INLET PROTECTION 00
/
820 / //
\ '�D
10SETBACK / i/8„3l4"�I ��O �g�00 FOIJ NAIL / / -8° 58' 30"E=7398
50' 56"E FOUND _ - ._-�� x = x - x x - x - x - x - x - x ,J GATE
- -� `��� - x x �� x N48° 56' 52"W - 320.81' 8' CHAIN LINK FENCE - x
x-x x-x-x-x-
/ 9, - - - -� 8' CHAIN LINK FENCE I 1" PIPE
///■■■"//// ' I ROWAN COUNTY FOUND
BOARD OF EDUCATION I
i
15" RCP ROWAN CO. PARCEL ID: 402 036
INV=815��' /j I
USE: MUNICIPAL I
15" RCP
NV=815.85' \
N.C.
11" PIPE FOUND
N=685,423.70'
E=1,560,520.29'
CITY OF SALISBURY
D.B. 786, PG. 823
ROWAN CO. PARCEL ID: 402 068
USE: MUNICIPAL
OUTLET PROTECTION TABLE
OUTLET LA (FT) W, (FT) W2 (FT) DA (IN) NCDOT
PIPE CLASS
PIPE 1 5 4.0 7.5 1.5 A
PIPE - 3 6 4.5 8.5 1.5 A
PIPE - 4 5 3.8 7.1 1.5 A
DITCH - 1 8 6.0 11.3 1.5 A
� BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
ITS THE LAW!
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
� BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
ITS THE LAW!
COORDINATE WITH NCDOT AND/OR LOCAL TRANSPORTATION
AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
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ENGINEERING I PLANNING I ENVIRONMENTAL
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126 EXECUTIVE DRIVE -SUITE 220
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WILKESBORO, NC 28697
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GRADING PLAN
PREPARED FOR:
TERAMORE DEVELOPMENT, LLC
PO BOX 6460
THOMASVILLE, GA 31758
DATE: REVISIONS:
SHEET SIZE:
24"x36"
DATE:
08/01/2019
PROJECT NUMBER:
3160542019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 20' (H)
ill = 20' (V)
SHEET:
C200
© COPYRIGHT 2019 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