DG pg 24- LEE
44 COUNTYi
O
a
BROAOWAY ROPD
SWANNS ,AT10N SITE
ROAD
HARNETT
COUNTY
NORTH�
VICINITY MAP
NOT TO SCALE
LEGEND:
"MZ ECM -EXISTING CONCRETE MONUMENT
EIP OO EIP-EXISTING IRON PIPE
ERBO ERB-EXISTING REBAR
ERS0 ERS -EXISTING RAILROAD SPIKE
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
DI - DROP INLET
PROPERTY LINE
-OPL- - -OLD PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
- - -
RIGHT-OF-WAY
---- -SETBACK LINE
ss SANITARY SEWER LINE
sD STORM DRAINAGE
// OVERHEAD UTILITY
BENCHMARK
ER SIGN -___..__v_._.._..
MAILBOX
P • UTILITY POLE
C GUY WIRE
T❑ TELEPHONE PEDESTAL
I] FIBER OPTIC PEDESTAL
® DROP INLET
�5 SANITARY SEWER .MANHOLE
.Do CLEANOUT
RIP RAP
ASPHALT
0 CONCRETE
GROUND STABILIZATION CHART
1
Her BARBEQUE CHURCH ROAD - SR 1209
i MEDIA _ 60' R/W - PUBLIC STREET
t ,SIGN �_'+-"--,-»._�. 1/2.
tERB
_.., htED1AN.__
ERS
".T I REMOVE PIPE AND REGRADE DITCH331-42
r �' --•-�----- COLLAR AND EXTEND
329MROMOG
Rpt' ..
328 a �,_ ._. ___._.... __..... ........__ .. _,.,. ..-.. ...- 29.37
„t eu�,..�. APPROX.. LOCATION OF 5*` FORCE MAIN
sua +ire sere ��6
.a __ , �-~ .R....-.,,.,.,�.,.�.,
r'1fi@i._. 330 ..,°,,.:,°.,,,,mut .�•,n-..•oa,,. N0
d
r ,; SILT FENCE
OUTLET - �''
I ss INLET .a .u.� ,; ,« s b5
! ( PROTECTION LIMITS OF CONSTRUCTION ,�a�-~,-� "-.- ^^°"' ,
(TYP) s FF T C-- -_1�C 0.98 Ac °.:H. ssMrlao2o 1
( SiGN 330.0 RIM 331.97
it rs 331.0 - -��C SHELF 329.29
IN 32'9.29 a
r. 01 {GOP LO r rC- 331.5 1 TEM
INVIN
TE Tj : O--.001 _,y 332.5] :°NV OUT 328.62 4D NAIL 1
'INV OL. J 'T``"d--"�"�t�1 ' �" 1, 333 0 333 5 N 593,253.322
GN
v •v r "1, o 334.0
,," _ i} E 1,967,743.592
4.40 CELEVGRID332. 58
1I
N 3
2011
2/' ,.... Z, zI �, ,y NAVD 88
•SHV] § � r � �
0 TW _. R 4 9 0 FP 333.9
LOP
LANDSCAPING
PROPOSED BUILDING r .-
j (1,10'X70')All
o r
8,100 SF
On ": _.. FFE 334.90'
. t, LOC-
I
/ r'=S � �
N/F - 7 f
CALVIN HARDEE JR & WIFE
LOOSE PATERSIA JOYCE HARDEE -- N 593,282.04
GRAVEL y: DB 2458, PG 587 1_`1,967,644.163r
AGN , n 9568-73-5493.000 E(I
• NC GRID NAD 83`
,
TEMPORARY TW 4. 34. TW
334.70 P
SILT FENCING
i
d� LOC LOC- (T�'P)- L % ,"I 5i�
2~
,y E
r c' : O - 00 f' 334.60 T 334.5 4...,...°-�..._--- �./ ?15 r
$ ERS
�``ti,' •r' .LD1 __ 34.1 P _
t SILT FENCE - ,� "'2 30 \
OUTLET 334.0 1 .334. ;12.20., aa0 rr 1 y
EXISTING
4. 36.0 S� \ LANDSCAPING
VL L
,
33 3 \
.�
{
f f \
%i$ a
/. a 0.74
\ rX, 1
------ "�� 34.8
0.74 -
f
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
1071
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (How)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7 -DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
SiREE
333.5
SIGN
SIGN ,j ;£' J.. 334.0 V.
n 1f \ �\
Di 7401
GRATE 327.26
INV IN 325.00 ' -'-- X1 !--"'".._._,_ 4,
INV OUT 324.88 \ \ 334.5
I t
j.. 335.0 _ "`�. ; ... ,S
-_-
'° j C l
,,,J 3355 36.7 �`(, ,l,• GRADING & EROSION CONTROL NOTES
'r^ 1. ALL SPOT ELEVATIONS ARE TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE
337.67
356.0f00 NOTED.
.- ar '•. t I 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING
3=3.a ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND \,
SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN
336.5 �- r I/( ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON
1 n NEIGHBORING ROADS.
z 4A- ' .i� �'°' � O 3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS;
CONSTRUCTION SEQUENCE:' NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS
BEEN COMPLETED
4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE CONSTRUCTION �`. /Sp,l.�� -\ °7p pia TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
CONFERENCE. R, (�.�`-33a TEMPORARY; OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND
2. INSTALL STONE CONSTRUCTION ENTRANCE. _ , �(pqY --` `'^�,, �.{^ `Y'Cp 1, CONSTRUCTION / UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE
3. INSTALL THE SEDIMENT FENCE, CHECK DAM WITH WEIR, INLET PROTECTION AND `' " �/ Ge<f 8�•.,� �4>n `�•, '} 337.1 O V ' '• ENTRANCE PLAN
SEDIMENT FENCE OUTLETS. f - G'J ti i¢ `^9i/ �'. CJ / 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF
4. CLEAR AND GRUB THE SITE AS NEEDED.\„ Oy ,. �,:4 �j / ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN �"`,� "^-•.'°`" \ %CARWASH - SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
GRASSED, I1 ( �.,, `yhfi F °`., '\, BUSINESS / TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION.
6. INSTALL UTILITIES. 6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER
7. PERFORM FINE GRADING.'`o„ '`•,, \.\ \._ .yyf , ECM
GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY
8. INSTALL AND PREPARE BASE COURSE. 1%'.?' h✓ ,�.'. PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY
9. PAVE ROADWAYS AND PARKING LOTS. - '^ -- N ss33s3.os
\. U33 • 7 PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. �`�.'� CHECK DAM' -4'" E 1G`RID N 67,471.954 �, 5.4
\., - Nc cR2 NAD 33"',%, 7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH
11. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY "*.,, WITH WEIR """° (2olt) 4.. O^ / 3:1 SLOPES AND SURROUNDED BY SILT FENCE.
MEASURES.(TYP)
8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE
12. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
MANUAL. `^w„` �N� \1 9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN AITIA, ``., "�„ `!ice ��� �s
CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL
fr(� �} / FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR
,� r'337.1 r / SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL
4� �\ < r DRAINAGE PATTERNS.
10
DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO
THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE.
DI #8743 f / 11 WITH SES 3:1 STEEPER THAT EXTEND FEET R RE SHALL BE LINE
OR STEE E D TEN EE 0 MORE D
GRATE 334.32 ,`� NORTH AMERICAN GREEN S75 TEMPORARY EROSION CONTROL BLANKET OR
EQUAL SUBSTITUTE.
INV OUT 331.74 � ,r `.
,� `° "\ 12. USE HARDWARE CLOTH AND GRAVEL INLET PROTECTION ON ALL DROP INLETS
'"'.. NEW GRATE ELEV:335.1 AND CURB INLETS. USE ROCK AND EXCAVATION TYPE ON OPEN PIPE INLETS.
"\ � 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS
a" �"'" RICH SMITH. CONTACT 910-944-0881.
NNI
"
GRAPHIC SCALE
20 0 10 20 40
Know what's below.
Call before you dig. w.
\ \ ( IN FEET )
I inch = 20 ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
80
4AODsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6]]J fax 1910-026-5777 license number I C-2354
sv ADsitesolutlora.com
REVISIONS
z
!L
W
cr
W
LL LL
PROJECT NAME
SANFORD
HWY 87
DOLLAR
GENERAL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
TRIFECTA GROUP,
LLC
2860-B NC Highway 5
Aberdeen, North Carolina 28315
Phone: (910) 944-0881
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1071
DRAWING SCALE
HORIZONTAL: 1"=20'
I DATE RELEASED
JANUARY 14, 2016
SHEET NUMBER
C-3.0