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p N193 M.32 VENTURE PROPERTIES VI, LLC
n D.B. 2890, PG. 877
$ TRACT 3
o INV. OUT 435.93 P.B. 2010, PG, 674 -676
PIN NO. 9586 -78 -3233
19 ZONING: COMM
\ p 1 = LAND USE: VACANT
NNCTION BOX 1435.2
TOP 437.14
INV. (FULL OF 5 ) INV. OUT 435.24 - '-
° IP5 - - -� �' -_- 435.2Z- MANHOLE
443.46 1 6 P.& 010. PG.
o BENCHMARK EDP INV. IN 436.96 �2p
\ y COTTON SPIKE SET _ -� �--
/ \ INV. OUT 436.81 M346
1 IN AWHALT
r NAND 43].4]' �55
20' SEWER EASEMENT
rFT "
P.B. 2010, PI. 674 -676 \ - OR
4 MANHOLE I kA9PHALT PANNG- -
y TOP 436.99 - -�55 \ __..1 443 y-
p �\ NV. OU T 4 .69 .........
\ I
TOP 436.45 .45 I I55 INLET A 136 I -
\ \- / / / / \l � `.� _
\ INV. (FULL OF SAND) I \ �- EOP / / - 44,1 I
\
*13
I2 83.29'2 - 1
\ ' a
I \ \ 441 1
438.5 ---- � \
* \ g FER ® ® 440
19
®
1 I
I i I
437.0 ® 4 5. ® p ETBA K LIN \ I 1
�0 \ \ I438�u.9�
I I 1 G1 l -
S ' I G TE= 435.00
INV -438
2 \ I
439
1 n
436 435.2
+
43 5
1 \ III 9� I ®0.5% \ _4;> 435.7\ \ �-
I
i$i.66 I 4 S.G61 02 I X8.75 435.7 - 1
GREAT -- 43*,.Do 435.70 \
1 I I 11 INV �= 442.2111
1
1I
1 I I 1- 9 4
\'140,
4q 6. t � �436
\ 1 I _L- + 436.67 436.17 I
g x35.7 - CO -
- -
\
436 \ DS 6p,C 4 6 436. -436.7P 437
/ -
^ \ a3br3
436.17 436.6D \ _ _ - - � ' <
1 I $ o I a A +436.6 / \ -
1 \ / r
1 PI m \ �I CO DS \ \ _ _ �Il 'N. 436 _ - - - - rn
rn, 7- )> � 3575 HP 1 \ FAMILY DOLLAR CIS
I
CARLETTA R. CAGEL 1
D.B. 1034. PG. 979 1
LOT A
PLAT CABINET F, SLIDE 240 -C
PIN NO 9586 -68 -8190
ZONING RA -20F
LAND USE: VACANT
1 $
I
I
II
II
I
11
I
I
1
I
-
_ z� [� �� v �8i250 SF -
4 6., -
\ 435
I435.8
cc: o \ I \ - DS F.F.E. = 4�b.67r CO 435.2 1I IN =43 .00
rl l' / '- -A3;'
\ L QC�0 ^O IIIII �I\ I
I 03
U, rrl
oA \
I
I \ I\ 1 I
I 4 I
I I I 1 ills I
-
\ DS
X435 /
DS
I
I� I
0
11 430.15° \
9
I
I N
\ IPS
BEG, NN O
I I E- 1,987, 7
\ c
I \ p $# a I
IV O. ReV1510I1 Date By Designer Scale
W &R 1" = 20'
Drawn By Date
r.AS ALP 1 XX /13
Checked By lob No.
' � I
i
,F
I w
/ a
4 a
/ 66'- �" RCP
0 0.5%
11_ --
1
1
1
I
1 1
6 0 1
CB,ya
\
TO!
50
436.67 CO -,5 I INV IN =4 9.44 1
DS I INV OUT= 29.44 i
it - +436.67 - 433.0 1
CO DS - _ - 434.4
Y 172' -18" RCP 43 5 434.91 1
�, 0 0.5% 436.2
+ > I 1 \
- 1
- 435 435.4 - - 4 9)
- 43?
o \
'4.2 434.
4
434.6
_ _
.7 434.5 / -
I 434. _ - K
/ IP /
3- � 'p BUFFER / L,So
_ 1-57 TYI E
I�- - - - - - _ - 20 * -18" RCP INV= 429.44 /
4 2 8 / 0 0.5%
- ?[ S 8313 7" W 221.55 - RIP RAP DISSIPATOR PAD
I� 431.3 437.8 / INV= 429.44 8'Wx12'Lx22 "D
431. 431. � '� �
T- AVG 6" DIA.
CLASS B STONE
X430- VEL =4.74 FPS _
}NT C8�3 � -J � AWED INVESTORS, INC. -
�'I / TOP= 434.00 D.B. 1145. PC,_347 --_
INV IN= 430.55 -- - _PART Or -TRACT t - - --
INV OUT= 430.30 _ P.B. 2010, PG. 674 -676
/ / A PART OF
PIN NO. 9586 -98 -1436
/ ZONING. RA -20R & COMM
/ \ / LAND USE: VACANT
I /
FAMILY DOLLAR STORE - #705283
Harnett County North Carolina
GRADING & DRAINAGE PLAN
STORM DRAINAGE NOTES
1. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY SPECIFICATIONS AND DETAILS.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES
PRIOR TO BEGINNING CONSTRUCTION. THE LOCATION OF EXISTING UTILITIES
SHOWN ON THE PLANS IS BASED ON THE BEST AVAILABLE INFORMATION,
BUT CAN BE CONSIDERED ONLY AS APPROXIMATE.
3. ALL RCP USED ON THIS PROJECT SHALL BE CLASS IV.
4. ALL STORM DRAINAGE PIPE SHALL HAVE A MINIMUM COVER OF 1 FOOT TO
THE PIPE CROWN IN NON- TRAFFIC AREAS.
5. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING
TO ASTM C76, TABLE III OR TABLE IV. JOINTS SHALL BE SEALED WITH A
PLASTIC CEMENT PUTTY MEETING FEDERAL SPECIFICATIONS SS -S- 00210,
SUCH AS RAM -NEK OR BUTYL RUBBER SEALANT.
6. STORM SEWER PIPE ENDS SHALL BE FURNISHED WITH REINFORCED
CONCRETE PIPE FLARED END SECTION UNLESS OTHERWISE SPECIFIED ON
PLANS.
7. EACH DRAINAGE STRUCTURE SHALL HAVE A SHAPED INVERT CONSTRUCTED
FROM CONCRETE, AND A BENCH WITH A MAXIMUM 5:1 SLOPE. THE BENCH
SHALL BEGIN AT A HEIGHT OF ONE -HALF THE PIPE DIAMETER FOR 12 TO
24 INCH PIPE, ONE -THIRD THE PIPE DIAMETER FOR 30 - 48 INCH PIPE,
AND ONE- FOURTH THE DIAMETER FOR PIPE GREATER THAN 48 INCHES.
S. ENERGY DISSIPATERS SHALL BE INSTALLED AT ALL STORM SEWER
DISCHARGE POINTS. A FABRIC OR WASHED STONE BARRIER SHALL BE
INSTALLED BETWEEN THE DISSIPATION PAD AND THE NATURAL GROUND.
SEE STORM DRAINAGE OUTLET PROTECTION SCHEDULE ON SHEET C2.1.
9. ALL STORM DRAINAGE EASEMENTS SHALL BE "PRIVATE" UNLESS OTHERWISE
SPECIFIED.
10.THE CONTRACTOR SHALL NOTIFY THE HARNETT COUNTY ENGINEERING
DEPARTMENT TO SCHEDULE CONSTRUCTION INSPECTIONS.
11.STORM PIPE TRENCH EXCAVATION AND BACKFILLING SHALL BE PERFORMED
W ACCORDANCE WITH HARNETT COUNTY STANDARD SPECIFICATIONS AND
DETAILS.
12.ROOF DRAIN LEADERS SHALL BE SCHEDULE 40 PVC. MINIMUM SLOPE ON
PVC ROOF DRAIN LEADERS SHALL BE 1.0% MINIMUM COVER IN PAVED
AREAS SHALL BE 3'.
13.SITE DRAINS TO A BMP TO BE LOCATED APPROXIMATELY 400' SOUTH AND
DESIGNED BY OTHERS.
GRADING NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT HARNETT
COUNTY STANDARD SPECIFICATIONS & DETAILS.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL
TEMPORARY SEDIMENTATION AND EROSION CONTROL DEVICES SHOWN ON
THE APPROVED PLAN.
4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITH
TEMPORARY SEEDING AND MULCHING WITHIN 30 WORKING DAYS
FOLLOWING COMPLETION OF GRADING. PERMANENT SEEDING, MULCHING
AND GROUND COVER SHALL BE APPLIED TO THE SITE FOLLOWING
COMPLETION OF CONSTRUCTION.
5. AT EACH CATCH BASIN THE WORD "TOP" MEANS TOP OF CURB /COVER
ELEVATION.
LEGEND:
TC..........
TOP OF CURB
STORM DRAINAGE CALCULATIONS
-TOP OF SIDEWALK
GT. .........
GUTTER FLOW LINE
TP....._...TOP
STRUCT,
TW. .........
TOP OF WALL
8W. .........
BOTTOM OF WALL
CB .........
.CATCH BASIN
PIPE
PIPE
PIPE
TOP OF CB
11 ..........
YARD INLET
GD ..........
VEL.
DEPTH
NO.
AREA, AC
C
1
0. CFS
0 TOTAL
SLOPE, %
SIZE, IN
LENGTH
OR
INV. IN
INV. OUT
FPS
OF FLOW
FEET
Y.I. GRATE ELEV.
GI #1
0.33
0.90
7.2
2.14
2.14
0.50
15"
78
435.00
-
432.50
3.66
0.60
G1 q2
0.14
0.90
7.2
0.91
3.05
0.50
18"
156
435.00
432.11
432.11
3.99
0.75
CB #3
0.23
0.90
7.2
1.49
4.54
0.50
18"
172
434.00
430.55
430.30
4.41
0.85
CB g4
0.30
0.90
7.2
1.94
6.48
0.50
19"
20
433.50
429.44
429.44
4.74
1.08
NOTES:
-ALL CONSTRUCTION WILL BE
IN ACCORDANCE WITH CURRENT
CITY OF RAI SIGH AND
NCDOT STANDARD SPECIFICATIONS AND
DETAILS.
-CB IS CATCH BASIN. TOP
= TOP OF CURB.
-JB IS JUNCTION BOX. TOP
= TOP OF COVER.
-ALL PIPE IS CLASS IV RCP
UNDER PAVED AREAS, UNLESS
NOTED OTHERWISE.
-RCP - REINFORCED CONCRETE PIPE
- •RCPO• - REINFORCED CONCRETE PIPE "O" -RING
-N12 HDPE - SMOOTH LINED HIGH DENSITY POLYETHYLENE
MEETING AASflO M249
AND ASTM F 477
-PVC - SCHEDULE 40 PVC
-ALL CB WILL RECEIVE WIRE
MESH AND GRAVEL INLET PROTECTION.
TOP 437.14
INV. (FULL OF 5 ) INV. OUT 435.24 - '-
° IP5 - - -� �' -_- 435.2Z- MANHOLE
443.46 1 6 P.& 010. PG.
o BENCHMARK EDP INV. IN 436.96 �2p
\ y COTTON SPIKE SET _ -� �--
/ \ INV. OUT 436.81 M346
1 IN AWHALT
r NAND 43].4]' �55
20' SEWER EASEMENT
rFT "
P.B. 2010, PI. 674 -676 \ - OR
4 MANHOLE I kA9PHALT PANNG- -
y TOP 436.99 - -�55 \ __..1 443 y-
p �\ NV. OU T 4 .69 .........
\ I
TOP 436.45 .45 I I55 INLET A 136 I -
\ \- / / / / \l � `.� _
\ INV. (FULL OF SAND) I \ �- EOP / / - 44,1 I
\
*13
I2 83.29'2 - 1
\ ' a
I \ \ 441 1
438.5 ---- � \
* \ g FER ® ® 440
19
®
1 I
I i I
437.0 ® 4 5. ® p ETBA K LIN \ I 1
�0 \ \ I438�u.9�
I I 1 G1 l -
S ' I G TE= 435.00
INV -438
2 \ I
439
1 n
436 435.2
+
43 5
1 \ III 9� I ®0.5% \ _4;> 435.7\ \ �-
I
i$i.66 I 4 S.G61 02 I X8.75 435.7 - 1
GREAT -- 43*,.Do 435.70 \
1 I I 11 INV �= 442.2111
1
1I
1 I I 1- 9 4
\'140,
4q 6. t � �436
\ 1 I _L- + 436.67 436.17 I
g x35.7 - CO -
- -
\
436 \ DS 6p,C 4 6 436. -436.7P 437
/ -
^ \ a3br3
436.17 436.6D \ _ _ - - � ' <
1 I $ o I a A +436.6 / \ -
1 \ / r
1 PI m \ �I CO DS \ \ _ _ �Il 'N. 436 _ - - - - rn
rn, 7- )> � 3575 HP 1 \ FAMILY DOLLAR CIS
I
CARLETTA R. CAGEL 1
D.B. 1034. PG. 979 1
LOT A
PLAT CABINET F, SLIDE 240 -C
PIN NO 9586 -68 -8190
ZONING RA -20F
LAND USE: VACANT
1 $
I
I
II
II
I
11
I
I
1
I
-
_ z� [� �� v �8i250 SF -
4 6., -
\ 435
I435.8
cc: o \ I \ - DS F.F.E. = 4�b.67r CO 435.2 1I IN =43 .00
rl l' / '- -A3;'
\ L QC�0 ^O IIIII �I\ I
I 03
U, rrl
oA \
I
I \ I\ 1 I
I 4 I
I I I 1 ills I
-
\ DS
X435 /
DS
I
I� I
0
11 430.15° \
9
I
I N
\ IPS
BEG, NN O
I I E- 1,987, 7
\ c
I \ p $# a I
IV O. ReV1510I1 Date By Designer Scale
W &R 1" = 20'
Drawn By Date
r.AS ALP 1 XX /13
Checked By lob No.
' � I
i
,F
I w
/ a
4 a
/ 66'- �" RCP
0 0.5%
11_ --
1
1
1
I
1 1
6 0 1
CB,ya
\
TO!
50
436.67 CO -,5 I INV IN =4 9.44 1
DS I INV OUT= 29.44 i
it - +436.67 - 433.0 1
CO DS - _ - 434.4
Y 172' -18" RCP 43 5 434.91 1
�, 0 0.5% 436.2
+ > I 1 \
- 1
- 435 435.4 - - 4 9)
- 43?
o \
'4.2 434.
4
434.6
_ _
.7 434.5 / -
I 434. _ - K
/ IP /
3- � 'p BUFFER / L,So
_ 1-57 TYI E
I�- - - - - - _ - 20 * -18" RCP INV= 429.44 /
4 2 8 / 0 0.5%
- ?[ S 8313 7" W 221.55 - RIP RAP DISSIPATOR PAD
I� 431.3 437.8 / INV= 429.44 8'Wx12'Lx22 "D
431. 431. � '� �
T- AVG 6" DIA.
CLASS B STONE
X430- VEL =4.74 FPS _
}NT C8�3 � -J � AWED INVESTORS, INC. -
�'I / TOP= 434.00 D.B. 1145. PC,_347 --_
INV IN= 430.55 -- - _PART Or -TRACT t - - --
INV OUT= 430.30 _ P.B. 2010, PG. 674 -676
/ / A PART OF
PIN NO. 9586 -98 -1436
/ ZONING. RA -20R & COMM
/ \ / LAND USE: VACANT
I /
FAMILY DOLLAR STORE - #705283
Harnett County North Carolina
GRADING & DRAINAGE PLAN
STORM DRAINAGE NOTES
1. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH
HARNETT COUNTY SPECIFICATIONS AND DETAILS.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES
PRIOR TO BEGINNING CONSTRUCTION. THE LOCATION OF EXISTING UTILITIES
SHOWN ON THE PLANS IS BASED ON THE BEST AVAILABLE INFORMATION,
BUT CAN BE CONSIDERED ONLY AS APPROXIMATE.
3. ALL RCP USED ON THIS PROJECT SHALL BE CLASS IV.
4. ALL STORM DRAINAGE PIPE SHALL HAVE A MINIMUM COVER OF 1 FOOT TO
THE PIPE CROWN IN NON- TRAFFIC AREAS.
5. STORM SEWER SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING
TO ASTM C76, TABLE III OR TABLE IV. JOINTS SHALL BE SEALED WITH A
PLASTIC CEMENT PUTTY MEETING FEDERAL SPECIFICATIONS SS -S- 00210,
SUCH AS RAM -NEK OR BUTYL RUBBER SEALANT.
6. STORM SEWER PIPE ENDS SHALL BE FURNISHED WITH REINFORCED
CONCRETE PIPE FLARED END SECTION UNLESS OTHERWISE SPECIFIED ON
PLANS.
7. EACH DRAINAGE STRUCTURE SHALL HAVE A SHAPED INVERT CONSTRUCTED
FROM CONCRETE, AND A BENCH WITH A MAXIMUM 5:1 SLOPE. THE BENCH
SHALL BEGIN AT A HEIGHT OF ONE -HALF THE PIPE DIAMETER FOR 12 TO
24 INCH PIPE, ONE -THIRD THE PIPE DIAMETER FOR 30 - 48 INCH PIPE,
AND ONE- FOURTH THE DIAMETER FOR PIPE GREATER THAN 48 INCHES.
S. ENERGY DISSIPATERS SHALL BE INSTALLED AT ALL STORM SEWER
DISCHARGE POINTS. A FABRIC OR WASHED STONE BARRIER SHALL BE
INSTALLED BETWEEN THE DISSIPATION PAD AND THE NATURAL GROUND.
SEE STORM DRAINAGE OUTLET PROTECTION SCHEDULE ON SHEET C2.1.
9. ALL STORM DRAINAGE EASEMENTS SHALL BE "PRIVATE" UNLESS OTHERWISE
SPECIFIED.
10.THE CONTRACTOR SHALL NOTIFY THE HARNETT COUNTY ENGINEERING
DEPARTMENT TO SCHEDULE CONSTRUCTION INSPECTIONS.
11.STORM PIPE TRENCH EXCAVATION AND BACKFILLING SHALL BE PERFORMED
W ACCORDANCE WITH HARNETT COUNTY STANDARD SPECIFICATIONS AND
DETAILS.
12.ROOF DRAIN LEADERS SHALL BE SCHEDULE 40 PVC. MINIMUM SLOPE ON
PVC ROOF DRAIN LEADERS SHALL BE 1.0% MINIMUM COVER IN PAVED
AREAS SHALL BE 3'.
13.SITE DRAINS TO A BMP TO BE LOCATED APPROXIMATELY 400' SOUTH AND
DESIGNED BY OTHERS.
GRADING NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT HARNETT
COUNTY STANDARD SPECIFICATIONS & DETAILS.
2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING
UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL
TEMPORARY SEDIMENTATION AND EROSION CONTROL DEVICES SHOWN ON
THE APPROVED PLAN.
4. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED WITH
TEMPORARY SEEDING AND MULCHING WITHIN 30 WORKING DAYS
FOLLOWING COMPLETION OF GRADING. PERMANENT SEEDING, MULCHING
AND GROUND COVER SHALL BE APPLIED TO THE SITE FOLLOWING
COMPLETION OF CONSTRUCTION.
5. AT EACH CATCH BASIN THE WORD "TOP" MEANS TOP OF CURB /COVER
ELEVATION.
LEGEND:
TC..........
TOP OF CURB
TS.......
-TOP OF SIDEWALK
GT. .........
GUTTER FLOW LINE
TP....._...TOP
OF PAVEMENT
TW. .........
TOP OF WALL
8W. .........
BOTTOM OF WALL
CB .........
.CATCH BASIN
G1 ............
GRATE INLET
FES ..........
FLARED END SECTION
11 ..........
YARD INLET
GD ..........
GROUND
..........FLOW
DIRECTION ARROW
DS ........
_DOWNSPOUT
� m
KNOW WHAT'S BELOW.
CALL BEFORE YOU DIG.
CAR�(� °o,
SS
P R ° °L °
NOT APP D z 7�
M I UL °°
kRY
STRUCTION
GRAPHIC SCALE
20 0 10 20 40
I inch = 20 ft.
WITHERS RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 tel: 919469-3340 www.withersravenel.com License No. C -0832
Sheet No.
C2.0