SW6120401_Grading Plan_20120410

a
z
FAYEITEVILLE
JOSHUA RD.
DORY DR.
STEVENS STREET
D¢
CKEIfH AVE.
SCOTLAND AVE.
ILJONES AVE.
CUNI6ERLAND AVE.
wk o- SITE
RAEFORD
i NORTH
VICINITY MAP
NOT TO SCALE
I
LEGEND:
EIP Oo EIP—EXISTING IRON PIPE
EPKO EPK—EXISTING PK NAIL
ERB0 ERB—EXISTING REBAR
CP o CP—COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PROPERTY LINE
--- — ADJACENT PROPERTY LINE
TIE LINE
— — RIGHT—OF—WAY
— — - — SETBACK LINE
Ss SANITARY SEWER LINE
++� WATER LINE
OVERHEAD UILITY
X FENCE LINE
TREE LINE
— wo— wc— LIMITS OF CONSTRUCTION
— av — av — DIVERSION BERM
— SF — SF — SILT FENCE
x 208.47• SPOT ELEVATION
BENCHMARK
9 SIGN
PPS UTILITY POLE
C• GUY WIRE
El ELECTRICAL PEDESTAL
T❑ TELEPHONE PEDESTAL
C❑ CABLE PEDESTAL
N WATER VALVE
FIRE HYDRANT
WATER METER
SANITARY SEWER MANHOLE
QCQ CLEANOUT
TREE
RIP RAP/GRAVEL
ASPHALT
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND
DIVERSION BERMS WHERE SPECIFIED.
3. CONSTRUCTION TEMPORARY SKIMMER BASIN AND PERMANENT INFILTRATION BASIN
AS SHOWN.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN
GRASSED.
6. CONSTRUCT THE SWALES AND INSTALL MATTING.
GRADING NOTES
1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF THE CURB, UNLESS
OTHERWISE NOTED.
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING
ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN
ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON
NEIGHBORING ROADS.
3, EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS;
NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS
7. INSTALL UTILITIES.
BEEN COMPLETED
8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS.
4.
PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER
9. PERFORM FINE GRADING. !!!
TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
10. INSTALL AND PREPARE BASE COURSE. 1
I
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND
11. PAVE ROADWAYS. I
I
UTILITY PIPES, CONDUITS, OR STRUCTURES, 'WHETHER SHOWN OR NOT ON THE
12. SKIMMER BASIN SHALL BE REMOVED WHEN THE DRAINAGE AREA FOR THE BASIN
PLAN
IS SEEDED AND STABLE. SEEK NCDENR APPROVAL BEFORE REMOVING BASIN AND
5,
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF
CONSTRUCTING BUILDING #5.
ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT
13. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. 1
1
SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
14. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY I
I
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION.
MEASURES.
6.
ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER
15. AFTER THE SITE HAS BEEN STABILIZED, REMOVE THE SEDIMENT FROM THE
GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY
PERMANENT INFILTRATION BASIN TO THE BOTTOM OF THE BASIN AND CONVERT
PROBLEMS EXIST. IF IT 15 DETERMINED THAT THERE IS A SLOPE STABILITY
TO DESIGN DIMENSIONS. THE BASIN SHALL BE RESTORED TO THE DESIGN I
I
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
DIMENSIONS. 1
1
7.
STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH
16. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED iN THE
3:1 SLOPES AND SURROUNDED BY SILT FENCE.
DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
8.
APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE
MANUAL.
ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS.
1
1
9.
ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A
I
W
1
CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL
j
FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR
I
IY V'
I
SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL
r �,
DRAINAGE PATTERNS.
1
1
10,
ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO
1
Q a
1
THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE.
ll
U] o
lI1
U)
lI
I
I
I
11
I
1
�%
1
lce
1
1
II m
V
\
I W 0-
1
I
�F1 I
I
LL
1
/
1
1 i
Ln
spa"
��'
i
1
T �.�t .(�' T� ... ��......J�..Y+'?'!"�Jnfn*..!1111..,111..r!j�,n11.1..M11,.:f!!.,•111„�,�.,M:.Iw,,.�
... .,
�. �,r.
t
-w,. 7'f�..E..li,e..ewe f+�..�,.1A! �.. �� r
�� 1 I
.� .-
'� _ ........:.. _._.....�,._._ ,..: .... "..., .�\ \\ ............. -- ..... ..-. . ....
... . --..-. .....,.......-.
-_..,
Y
.. ...-... ...--.. - - --71
4
...... .......,.... ..-......__ ..-
`.
`
_,�„�-•.�
? Lj
Cl IMRFRI ANr) AVFNI1F
ENS
__ �
I I v �'� - ---� .. ` f ' t I ` o
N/F
C. B. CAMERON HEIRS
5TEVEN HAlL.EY AND WiI E, C/0 KAY SOJOURNER
ANGEL_A HATLEY
DB 99, PG 223
*NO WETLANDS ARE PRESENT ON THE PROPERTY. DB 708, PG 1032
Y I
I I
1
1 � I
I 1
I
� II
I
s
E
I
� 1
I
Know what's below.
Call before you dig.
N.T.S.
A
�s
4D 0 20 40 80
( III FEET )
1 inch = 40 ft.
160
A F #-'`I s*171
Chicayo Dave - Suite 112
Fayetteville, North Carolina 28506
Phone. (910)
-6177
fay. (9 0� 42�777 \\�
License Number: C-2554 �•
�n SITE.
,50L_UTIONINC
A GNcNCGR1NC, A, 5UWVLYINC, A Gnu T CONST¢UCTk-M LAYOUT A
0111111111,111,
�.' •Fes5 �a•.•�%
SEA
02
CO l 11118�
0 1-7-12
REVISIONS
PROJECT NAME
CUMBERLAND
PARK
4 f ��
A,-r,P192012
S i i
i
DENR WATER 4UAL i
�__`H9danda d Stnm�,.,slva o-__ y
GRADING PLAN
CLIENT
LORRAINE MOHLER
7670 Raeford Road
Fayetteville, North Carolina 28304
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
666
DRAWING SCALE
HORIZONTAL: 1"=40'
DATE RELEASED
APRIL 17, 2012
SHEET NUMBER
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
1 inch = 40 ft. '
C-3zO