SW6140103_APPROVED PLANS_20140228

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

DRAWING INDEX
COVER SHEET
2 PROJECT LAYOUT
SW -I PRE -DEVELOPMENT DRAINAGE MAP
SW-2 POST -DEVELOPMENT DRAINAGE MAP
SW-3 POST -DEVELOPMENT CULVERT DRAINAGE MAP
SW-4 WET DETENTION BASIN PLAN VIEW
SW-5 WET DETENTION BASIN DETAILS
SW-6 WET DETENTION BASIN LANDSCAPING PLAN
OWNER: CAROPINES VENTURES, LLC
ADDRESS: 238 N MCPHERSON CHURCH RD
FAYETTEVILLE, NC 28302
APPLICANT: CAROPINES VENTURES, LLC
ADDRESS: 238 N MCPHERSON CHURCH RD
FAYETTEVILLE, NC 28302
CONTACT: PERRY SHELLY
PHONE: [phone]
FAX: [phone]
DEVELOPER: CAROPINES VENTURES, LLC
ADDRESS: 238 N MCPHERSON CHURCH RD
FAYETTEVILLE, NC 28302
CONTACT: PERRY SHELLY
PHONE: [phone]
FAX: [phone]
Hobbs Upchurch Associates
engineering I planning I surveying
Southern Pines Office
135 W. Connecticut Ave. I Southern Pines, North Carolina 28387
P: [phone] 1 F: [phone]
License Number: C-0454 www.hobbsupchurch.com
TOWN OF SOUTHERN PINES
CONSTRUCTION PLAN APPROVAL
ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND
SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHERN
PINES STANDARDS AND SPECIFICATIONS AS OUTLINED IN THE MOST CURRENT
UNIFIED DEVELOPMENT ORDINANCE (UDO). IN THE EVENT OF A CONFLICT
BETWEEN METHODS, MATERIALS, STANDARDS AND/OR SPECIFICATIONS IN THE
APPROVED PLANS AND THE LIDO, THE UDO GOVERNS UNLESS A WRITTEN
WAIVER IS ISSUED BY THE TOWN ENGINEER. ANY CHANGE IN APPROVED
PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN APPROVAL. PUBLIC
SANITARY SEWER AND UTILITY EASEMENTS SHALL BE RECORDED PRIOR TO
FINAL ACCEPTANCE AND /OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY
BY THE TOWN.
CALL
BEFORE YOU DIG!
Digo$Safely.
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
CAROPINES PHASE 1
STORMWATER MANAGEMENT PLANS
SOUTHERN PINES, NORTH CAROLINA

139 Sq. Feet
20' UTILITY
EASEMENT
REVISIONS
NOTE: SYM. DESCRIPTION
LIMITS OF CONSTRUCTION SHALL BE
RIGHT OF WAY, EASEMENT AND LIMITS
OF DISTURBANCE LINES.
BUILDING SETBACKS/ % � �50 PG 338I
UTILITY EASEMENTS
N.T.S. Z
GENERAL INFORMATION
PROJECT ADDRESS: 492 AVE. OF THE CAROLINA ROAD
SOUTHERN PINES, NC
PROPERTY OWNER
PROJECT ADDRESS: CAROPINE VENTURES, LLC
238 N. McPHERSON CHURCH ROAD
FAYETTEVILLE, NC 28302
ZONING
ZONING: RS-2 CU
PROPERTY ID NUMBERS
THE PROPERTY INCLUDES ALL OR PART OF THE FOLLOWING:
LRK: 00031457 PIN: 858300693296
DEED BOOK: 4198
DEED PAGE: 260
STREAM DATA
MILL CREEK (WARRIOR LAKE, CRYSTAL LAKE)
FROM DAM AT CRYSTAL LAKE TO DAM AT
OLD SOUTHERN PINES WATER SUPPLY
STREAM CLASS: WS-III, B, HWQ
RIVER BASIN: CAPE FEAR
SITE IS IN A FEMA FLOOD PLAIN ZONE AE
PER FIRM PANEL 8583
SITE IS IN A WATER SUPPLY WATERSHED
PER MOORE CO. GIS
SOILS INFORMATION:
SOILS LOCATED ON PROJECT AREA:
VaD, AeD, Bb, CaC, VaB
STORMWATER MANAGEMENT
ALL STORMWATER MANAGEMENT FACILITIES SHALL BE
MAINTAINED BY THE PROPERTY OWNER.
SURVEY NOTE:
BOUNDARY INFORMATION FROM A MAP PREPARED BY
HOBBS, UPCHURCH & ASSOC. P.A. SOUTHERN
PINES, NORTH CAROLINA DATED AUGUST, 2012.
HORIZONTAL AND VERTICAL CONTROLS BASED ON
DATUM: NAD83.
WETLANDS NOTE:
WETLAND SURVEYED SEPT. 25, 2012 BY
STEPHEN R. SHEFFIELD & ASSOCIATES, PA
1680 INC HWY 5, SUITE NO. 170
ABERDEEN, NORTH CAROLINA
NOTES:
1. THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA
OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT
REGULATES PARCELS OF LAND.
2. SUBJECT TO ALL EASEMENTS, RIGHT—OF—WAYS, STREETS, AND
ASSESSMENTS, IF ANY, AS THE SAME MAY APPEAR OF RECORD IN
THE OFFICE OF THE REGISTER OF DEEDS, CLERK OF COURT, TOWN
OR COUNTY TAX OFFICES OR WHICH MAY HAVE BEEN ACQUIRED BY
PRESCRIPTIVE USE.
3. ALL DISTANCES ARE HORIZONTAL GROUND.
4. AREA BY COORDINATE COMPUTATION.
5. SURVEY FROM INFORMATION FOUND IN DEEDS AND PLATS OF
RECORD IN MOORE COUNTY REGISTRY AND CORNERS LOCATED IN
FIELD.
6. AREA OF PHASE I IS 19.83 ACRES.
7. NO NC GRID MONUMENTS WITHIN 2000' OF THIS PROPERTY.
INC GRID COORDINATES ESTABLISHED BY GPS METHODS.
HORIZONTAL COORDINATES NC GRID NAD83(2007) AND
ELEVATIONS NAVD 88 DATUM.
8. TOTAL OF 50 LOTS IN PHASE I.
9. TOTAL OF 3573 L.F. OF STREETS IN PHASE I
TOTAL AREA STREET RIGHT—OF—WAY — 4.92 ACRES (214,320
SF)
10. PROPERTY IS ZONED RS-2 CU
11. TYPICAL LOT SIZE: 80'x125'; CORNER LOTS 95'x 125.
12. WATER BY MOORE COUNTY; SEWER BY SOUTHERN PINES.
13. ALL PROPOSED STREETS SHALL BE PUBLIC; ALL PROPOSED
STREET R/W WIDTHS ARE 60'.
15. DASHED OR BROKEN LINES ARE FROM DEED DESCRIPTIONS,
PLATS OF RECORD OR PARTIAL SURVEY AND NOT AN ACTUAL
FIELD SURVEY.
PIN
ARE,
n D C:
SCALE: 1" = 100'
100' 0 50' 100' 200'
BY
16. OUTSIDE BOUNDARY SURVEYED BY HOBBS, UPCHURCH &
ASSOCIATES, P.A. AUGUST, 2012, KENNETH W. ROCK, PLS
L-3861
17. ALL STORM DRAINAGE EASEMENTS SHALL BE PUBLIC
DRAINAGE EASEMENTS WITH MAINTENANCE OUTSIDE OF TOWN
OF SOUTHERN PINES R/W TO BE DONE BY OTHERS.
LEGEND
EXISTING ROAD RIGHT—OF—WAY
BUILDING SETBACKS
SUBDIVISION BOUNDARY LINE
PROPOSED LOT LINES
— — — — — — — — ADJOINING PROPERTY LINE
EXISTING WETLANDS
30x3O AND 7000 SIGHT TRIANGLE
Im 8""
c
m N N
'U
O
N
N
rn
c tL
V m mo
c
c
-c m a
U ;
� a
r
o
U
O 3
eo E
J
Z
J
O
U) Q
� U
Z U
LL I L1J
2E > Z p
L u Lu EL
> `)Oui
Q z
c� U�
G z
2
f'—
O
U)
DATE:
JAN 2014
DESIGNED:
BKE
DRAWN:
BKE
CHECKED:
FMH
SCALE:
AS SHOWN
SHEEP NO.
2

REVISIONS
LEGEND
— — — — EXISTING CONTOUR
SOIL BOUNDARY
DRAINAGE BOUNDARY
- - - WETLAND
MM
lky RCW TREE
■ ■ � PHASE BOUNDARY
SYM.
• Know what's below
Call before you dig.
® Dial 811
Or Call 800-282-7411
�0000-
I
:
0000
ti
' I
/ —
��\\%
x
r
VP
M
_ i-
-
,
\
/
W/,�".WETLAND
_..... ` �. / / r" W ,\ \\\ ,EX Tc PATH 1 "
L = 1624' @ 4.33%
f\ I 1 II /`-_' ."'-' _ %� ,\ W -� •I---W _.-_. J / '"'- - - / \ \ \� IiW \ ....�' J(' .A-
y
/ T' 1 / �W-WETLAND
�-
!,�� r- �^ v � �_��-=
I _ _I
��� 1:500 YR FLOOD PLAIN
( W
-IL
1:100 YR FLOOD PLAIN
\ \ \\\\\ \W y W
\\ � L •Y//�W .+^^� J , i W W W I I_^ W S• �aY� -i- �W W / / � 1
\\ (� 1• h W W W W W V✓' W W �� i 1• W W W W //\ o0
•. `\ \\ \\ \• y W H ,W �•y- r 6 yo. W rW r�`O �!'� 1' W W l4 `Y W W W��� W 4 Y / W / `- ` o
`W� W W W W �W 1NW y W W W *[.WETLAND*-'.
[.WETLANDW ' y \��/
N/ 1
Ji 1 i W W W W W W � V• W W/ W , �'
W W W i V• W W W 4 N'
SCALE 1" = 100'
100 75 50 25 0 50 100 200 300
11
to a1'04 E
M ; �m
"U � U) c �^
0= v
rn ILL�
(� o 1Z L
m
c
V fO
L m O
c �
V m as
CL
o
r
it C
�
U
0 3
E
z
Z�
F--
za_
/W Q
W
>z
C) Q
z
J
Lu
Q
W
0-H
=
Lazo
(n3:LUz
z
LlJw
0f�-/^,
v/
Z
z
1�
Q
W
U
_
0�/�
/
VJ
DATE:
JAN., 2014
DESIGNED:
BKE
DRAWN:
BKE
CHECKED:
FMH
SCALE:
AS
SHOWN
SHEEP NO.
SW-1

REVISIONS
LEGEND SYM. DESCRIPTION DATE
— — — -- EXISTING CONTOUR
PROPOSED CONTOUR
SOIL BOUNDARY
R 11
/ DRAINAGE BOUNDARY
1.
WETLAND
E Wills.
IR
Know what's below
Cell before you dig.
® Dial 811
Or Call 800-282-7411
DRAINAGE PATTERN
/ STORMWATER
%
DIVERSION BERM /' I ,'� �j i J� - ,�� ! I (� l �� I I RCW TREE
I
✓/ /� .` - l )J� I; I (` \ ■ ■ PHASE BOUNDARY
/ /
���' �\ �� � / � � !� / /�. �/ �/ � � --- � / i � �/; '�`/� � =� -- " Tc PATH-
��
�\ �\ STORMWATER L = 2570' ®3.84%
DIVERSION BERM
a /
1
J
Tc PATH
L = 958' ® 4.31%
w '
STORMWATER%
r
�I'"F \Ss \ \\ , '. _ %, ' / ."_ �� _.,_ \ \ \ � — � _ � _- DIVER I ERM
-
—
1 � ��� ✓.
ET DETENTION
D9DA
r BASIN #1
— —
— —
20.12
o — BYPASS 1
_ J
1 ! — 7.48 AC
J /
r
_
BUILT UPON AREA COMPUTATIONS: \ _ ` — = . J i 4.
'WETLAND Dl;l
\
I
Streets/Curb& Gutter: 11,020 sq. ft Bypass Area #1 ] B PA$S 2 i' %/�`
Estimate Building/Lot: 3,200 s ft/lot x 9 lots = 28,800 s ft. 1
Total Built -Upon Area: 39,820 sq. ft = 0.91 acres Streets/Curb& Gutter: 7,850 sq. ft = -y 7.W `�
ft
Estimate Building/Lot: 3,200 sq. ft/lot x 8 lots = 25,600 sq. .
���
Total Drainage Area: 169,949 sq.ft = 3.90 acres Total Built -Upon Area: 33,450 sq. ft = 0.77 acres
— . Tc PATH
_� L = 1494' ® 3.24% -
Proposed BUA Estimate: 23.4% Total Drainage Area: 326,263 sq.ft = 7.48 acres — —
—� � --._ -- � - _ ` � W
- ---- � _ — WET D ETE NTION
u �, - W \ \ - `--. _- - = i � � 'BASIN #3
Drainage Area #2 Proposed BUA Estimate: 10.3 /o _ _ o- T, ,- ' W
Bypass Area #2
Sidewalks: 12,612 sq. ft Byp
F8g
Streets/Curb& Gutter: 24,928 s ft
Estimate q Building/Lot: 3,200 s . ft/lot x 7 lots = 22,400 s ft. Streets/Curb& Gutter: 7,765 sq. ft " s� - - WET DETENTION
q W, r use BASIN 2 W // /
Estimate Building/Lot: Lot: 3,200 s ft/lot x 8 lots = 25 600 s ft. # % r i 1:100 YR FLOOD PLAIN
Total Built -Upon Area: 59,940 sq. ft = 1.37 acres q q
Total Built -Upon Area: 33,365 sq. ft = 0.77 acres STORMWATER\W
W
vP 1.500 YR FLOOD PLAIN
90 Total Drainage Area: 159 699 s ft=3.67 acres DIVERSION SWALE A
Total Drainage Area: 336,935 Sq•ft 7.73 acres
WETLANDWWWW
Pj1 YOVP'
Proposed BUA Estimate: 37.30/U W W W O W W W \N i W W W W W/ W/ W/ ConsstNci r C rv~p-
O
Proposed BUA Estimate: 10.0 /U W W I W W W W \W /W /W N eGUlrf
Drainage Area #3 y / < t l 5
it ,
/ N
Permrt 3 Sidewalks: 24,750 sq. ft Total Site / b
Streets/Curb& Gutter: 89,767 sq. ft
Estimate Building/Lot: 3,200 sq. ft/lot x 40 lots = 128,000 sq. ft. Total Built -Upon Area: 9.39 acres
Total Built -Upon Area: 242,517 sq. ft = 5.57 acres
Total Drainage Area: 42.9 acres
Total Drainage Area: 876,535 sq.ft = 20.12 acres SCALE 1• = 100'
Proposed BUA Estimate: 21.9% 100 73 30 's 0 30 100 200
Proposed BUA Estimate: 27.7%
M
Z_
J
W
Q
Q
=
W
W
H
0-
z
o
U)
W
z
Z
W
w
0-
Q
(D
a
U)
Z
z
Q
�
U
_
O
DATE:
JAN., 2014
DESIGNED:
BKE
DRAWN:
BKE
CHECKED:
FMH
SCALE:
AS
SHOWN
SHEET NO.
SW-2

Rip -Rap Outlet Chart
Location
Length
W S
W dt
Rip-R p
Thickness
ft
ft
ft
in
1
16
20
11
2
36
2
10
12
5
B
18
3
9
11
5
B
18
4
8
10
4
A
12
5
8
10
4
A
12
6
8
10
5
A
12
8
20
23
9
1
36
9
8
10
4
A
12
10
10
12
5
B
18
11
10
12
5
B
18
12
5
7
5
A
12
13
8
1 10
5
1 A
12
LEGEND
EXISTING CONTOUR
PROPOSED CONTOUR
SOIL BOUNDARY
\ ap/ \ \ DRAINAGE BOUNDARY
/ 3� \ / \ WETLAND
RCW TREE
,
REVISIONS
JPTION
DATE I BY
Know what's below
Call before you dig.
® Dial 811
Or Call 800-282-7411
/
`_60
x
/ `L
1
J
\ \ i V -
/ --
r
CIA 0 AC
J
- _ AC - - % / \ - _ - CULVERT #3 /
__ 55 /, CULVERT #10 // ��
1 � _
IJ W
i Y _y JCULVERT #4- --- \
6 =
CULVERT #1 �� LVERT #6a, ' �� / ERT
�v � � C � \ 1 cuLv
\\ _
''-jCULVERT #11 DIAIICULVERT 4A/a
#6 Ac �
CULVERT
I`
_ 0•Ac ,
/ � k:
CULVERT #12 �% \` \ / )%�J
DA 13 ��,� A CULVERT #9 ����j �ii ��s A
- \ O.6 ACC �' _ _ _ %�� / PIPE #7
QA
PIPE #8 \
-4
y.
"
Culvert Chart
DropInlet --
U/S D/S \\ .� :� �r _ _ i �� -
Location SizeLength Slope -' �\ �� r : cuLVERT 3 \ = 4 // _ y `f Y W
Rim Invert Invert �\,\�\\ \ _ \\ - /
in ft ft ft ft
1 21 (x2) 342.96 227.50 341.20 339.86 0.50
ti
2 18 353.35 24.80 350.85 350.24 2.45 \�\� ` ' W s� `es�
- W
3 18 327.55 25.00 324.55 323.80 3.00
\ \\\ \\ \\ y � i � �,/ - J" --�' p. W i _.� Via. i. A i. -. _ •' � � W W W r r
4 18 326.30 51.50 323.80 323.55 0.50
4a 18 326.30 27.25 323.55 323.40 0.50 \;\ W W . W� �- -'MUO'
\`\\ W ✓�W�' W IJ�W
5 15 326.55 20.00 324.05 323.55 2.50 '
.#
,%y W V W W W W W W W `W •Y i •Y W W W r V'r V' %"6%PPOVed Stor7'i',l!1ater Pe"It GJCJr`bue1len'r,
7 , Consiruetion In acrordaccw,!^. t e riccumen[s Is
6a 18 344.75 23.40 343.25 343.13 0.50 'W W W W W W W W y '�� W W W y r y
r. r- a a ✓, a r, r• rW r+ N' required a
ru s r2. ;.. _. n=fir
Wr ,,,/ c .": i 6 18 344.55 62.30 343.13 342.82 0.50 IrPac, .t
7 21 318.46 44.50 315.46 314.74 1.62 r h
r r s n w
e
\ r r>rmtsSwG/Yo/o3 3�/2/CY __
8 36 318.74 87.00 314.74 313.20 1.78 s
9 15 342.00 27.00 339.50 339.35 0.50
10 18 355.50 64.30 351.50 346.00 8.55
11 15 355.50 65.20 352.50 351.00 2.30
12 15 342.73 56.00 340.73 340.20 0.95 SCALE 1" = 100'
100 75 30 25 0 30 100 200 7W
13 18 1 333.25 1 60.75 329.25 324.00 1 8.64
Q
W W
Q
Oa
W
W
0
~ W
OJ
�U
Z_
J
o
W
Q
Q
(n()�JU
Q
W
W
=
1
II-
<
Z
O
(n�WZ
LU
Z
W
W
0
<
fj�
Z
Z
Q
W
U
��
O
DATE:
JAN., 2014
DESIGNED:
BKE
DRAWN:
BKE
CHECKED:
FMH
SCALE:
AS
SHOWN
SHEET NO.
SW-3

NOTE:
THE CONTRACTOR SHALL ENSURE THAT WET POND #1
HAS A MAXIMUM INFILTRATION OF 0.01 IN/HR. THIS
MAY BE ACCOMPLISHED BY RE —DISTRIBUTING EXISTING
CLAYS OR USING BORROW CLAY AS NECESSARY AS
DIRECTED BY THE GEOTECHNICAL ENGINEER. THE
CONTRACTOR SHALL HAVE A NC LICENSED
GEOTECHNICAL ENGINEER VERIFY A MAXIMUM OF 0.01
IN/HR INFILTRATION PRIOR TO CONVERTING THE
EXCAVATED AREA FROM A SEDIMENT BASIN TO A
PERMANENT WET DETENTION BASIN. IF 0.01 IN/HR
MAXIMUM INFILTRATION CANNOT BE MAINTAINED A
PERMANENT LINER WILL NEED TO BE INSTALLED. IF A
LINER IS USED, THE SOIL MUST BE TESTED FOR
INFILTRATION RATE PRIOR TO INSTALLATION BY A NC
LICENSED GEOTECHNICAL ENGINEER.
WET DETENTION BASIN #1
ER TO
-6
8"
DO%
I.00
,.50
i00 YR FLOOD PLAIN \\
:100 YR FLOOD PLAIN
WET DETENTION BASIN #2
NOTE:
ALL SEDIMENT DEPOSITED IN THE POND DURING CONSTRUCTION MUST
BE REMOVED, EROSION FEATURES MUST BE REPAIRED, AND THE
VEGETATED SHELF MUST BE RESTORED, BEFORE OPERATION AS A
STORMWATER BMP BEGINS.
Rip —Rap Outlet Chart
Location
Length
D/S Width
U/S Width
Rip —Rap Class
Thickness
ft
ft
ft
in
1
12
15
7
1
24
TLIFT STATION
LOCATION
REVISIONS
SYM. DESCRIPTION
DATE I BY
Know what's below
Call before you dig.
® Dial 811
Or Call 800-282-7411
WETLAND
40.0' - 27"
RCP ® 1.12%
W INV 313.20
E INV 312.75
link I
DIDDAD
_f z
0 c g^N E
(D N
O E
N , 1z-
N OS
� zm
on
c a
L m CD
m _(L
V �
� a
N m
� c
U
U)
co E
Z
Z�
z z
LLJ J
LLI 0-
z
LU
�m
IN JLIN I\LI LAN 1 V / f <
SHEET SW-6
Z
0
' , � J U
o 500 YR FLOOD PLAIN W
/ Q �
�\ j :100PLAIN YR FLOOD Q Z
W O
(n �: W z
r
.0
1
O f ,I z
J
O
WETLAND �'- a-
p LU
f0^
v /
f DATE: JAN., 2014
I
DESIGNED: BKE
FLOODWAY
DRAWN: BKE
CHECKED: FMH
- . SCALE: AS SHOWN
SHEEr NO.
WET DETENTION BASIN #3
SW-4
i

REVISIONS
0
INSPECTION AND MAINTENANCE PROVISIONS
BMP ELEMENT
POTENTIAL PROBLEM
HOW TO REMEDIATE THE PROBLEM
THE ENTIRE BMP
TRASH/DEBRIS IS PRESENT.
REMOVE THE TRASH/DEBRIS.
THE PERIMETER OF
AREAS OF BARE SOIL AND/OR
REGRADE THE SOIL IF NECESSARY TO
THE WET DETENTION
EROSIVE GULLIES HAVE FORMED.
REMOVE THE GULLY, AND THEN PLANT A
BASIN
GROUND COVER AND WATER UNTIL IT IS
ESTABLISHED. PROVIDE LIME AND A ONE-
TIME FERTILIZER APPLICATION.
VEGETATION IS TOO SHORT OR
MAINTAIN VEGETATION AT A HEIGHT OF
TOO LONG.
APPROXIMATELY SIX INCHES.
THE INLET DEVICE:
THE PIPE IS CLOGGED.
UNCLOG THE PIPE. DISPOSE OF THE
PIPE OR SWALE
SEDIMENT OFF -SITE.
THE PIPE IS CRACKED OR
REPLACE THE PIPE.
OTHERWISE DAMAGED.
EROSION IS OCCURRING IN THE
REGRADE THE SWALE IF NECESSARY TO
SWALE.
SMOOTH IT OVER AND PROVIDE EROSION
CONTROL DEVICES SUCH AS REINFORCED
TURF MATTING OR RIPRAP TO AVOID
FUTURE PROBLEMS WITH EROSION.
THE FOREBAY
SEDIMENT HAS ACCUMULATED TO
SEARCH FOR THE SOURCE OF THE
A DEPTH GREATER THAN THE
SEDIMENT AND REMEDY THE PROBLEM IF
ORIGINAL DESIGN DEPTH FOR
POSSIBLE. REMOVE THE SEDIMENT AND
SEDIMENT STORAGE.
DISPOSE OF IT IN A LOCATION WHERE IT
WILL NOT CAUSE IMPACTS TO STREAMS OR
THE BMP.
EROSION HAS OCCURRED.
PROVIDE ADDITIONAL EROSION PROTECTION
SUCH AS REINFORCED TURF MATTING OR
RIPRAP IF NEEDED TO PREVENT FUTURE
EROSION PROBLEMS.
WEEDS ARE PRESENT.
REMOVE THE WEEDS, PREFERABLY BY
HAND. IF PESTICIDE IS USED, WIPE IT ON
THE PLANTS RATHER THAN SPRAYING.
THE VEGETATED
BEST PROFESSIONAL PRACTICES
PRUNE ACCORDING TO BEST PROFESSIONAL
SHELF
SHOW THAT PRUNING IS NEEDED
PRACTICES.
TO MAINTAIN OPTIMAL PLANT
HEALTH.
PLANTS ARE DEAD, DISEADED OR
DETERMINE THE SOURCE OF THE
DYING.
PROBLEM: SOILS, HYDROLOGY, DISEASE,
ETC. REMEDY THE PROBLEM AND REPLACE
PLANTS. PROVIDE A ONE-TIME FERTILIZER
APPLICATION TO ESTABLISH THE GROUND
COVER IF A SOIL TEST INDICATES IT IS
NECESSARY.
WEEDS ARE PRESENT.
REMOVE THE WEEDS, PREFERABLY BY
HAND. IF PESTICIDE IS USED, WIPE IT ON
THE PLANTS RATHER THAN SPRAYING.
THE MAIN TREATMENT
SEDIMENT HAS ACCUMULATED TO
SEARCH FOR THE SOURCE OF THE
AREA
A DEPTH GREATER THAT THE
SEDIMENT AND REMEDY THE PROBLEM IF
ORIGINAL DESIGN SEDIMENT
POSSIBLE. REMOVE THE SEDIMENT AND
STORAGE DEPTH.
DISPOSE OF IT IN A LOCATION WHERE IT
WILL NOT CAUSE IMPACTS TO STREAMS OR
THE BMP,
ALGAL GROWTH COVERS OVER
CONSULT A PROFESSIONAL TO REMOVE
50% OF THE AREA.
AND CONTROL THE ALGAL GROWTH.
CATTAILS, PHRAGMITES OR OTHER
INVASIVE PLANTS COVER 50% OF
REMOVE THE PLANTS BY WIPING THEM
WITH PESTICIDE (DO NOT SPRAY).
THE BASIN SURFACE.
THE EMBANKMENT
SHRUBS HAVE STARTED TO GROW
REMOVE SHRUBS IMMEDIATELY.
ON THE EMBANKMENT.
EVIDENCE OF MUSKRAT OR
USE TRAPS TO REMOVE MUSKRATS AND
BEAVER ACTIVITY IS PRESENT.
CONSULT A PROFESSIONAL TO REMOVE
BEAVERS.
A TREE HAS STARTED TO GROW
CONSULT A DAM SFETY SPECIALIST TO
ON THE EMBANKMENT.
REMOVE THE TREE.
AN ANNUAL INSPECTION BY AN
MAKE ALL NEEDED REPAIRS.
APPROPRIATE PROFESSIONAL
SHOWS THAT THE EMBANKMENT
NEEDS REPAIR.
THE OUTLET DEVICE
CLOGGING HAS OCCURRED.
CLEAN OUT THE OUTLET DEVICE. DISPOSE
OF THE SEDIMENT OFF -SITE.
THE OUTLET DEVICE IS DAMAGED.
REPAIR OR REPLACE THE OUTLET DEVICE.
THE RECEIVING WATER
EROSION OR OTHER SIGNS OF
CONTACT THE NC DIVISION OF WATER
DAMAGE HAVE OCCURRED AT THE
QUALITY WASHINGTON REGIONAL OFFICE, OR
OUTLET.
THE 401 OVERSIGHT UNIT, 919-733-1786,
OUTLET
RISER
8" PVC PIPE
STUBBED INTO
OUTLET RISER
8" PVC PLUG
SCREEN TYPE
POOL EL.
TEMPORARY
8" PVC POOL
TEE
PERMANENT POOL EL.
N
PERMANENT
POOL
8" PVC CAP WITH DRAW DOWN
(DDO) HOLE DRILLED INTO THE
BOTTOM
DRAW DOWN ORIFICE DETAIL
NOT TO SCALE
5'
STRUCTURAL
WITH 6" SQUARE OPENINGS
TEMP. POOL STORAGE (TPS)
PERMANENT POOL (PP)
/ TOP OF FOREBAY (TOF)
i
FO R EBAY
LTI
TRASH RACK DETAIL
NOT TO SCALE
SEDIMENT STORAGE (SS)
BOTTOM OF POND (BOP)
MAINTENANCE:
IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE
VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD BE WATERED TWICE WEEKLY
IF NEEDED, UNTIL THE PLANTS BECOME ESTABLISHED (COMMONLY SIX WEEKS).
NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE FIRST
INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED
SHELF.
STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO REDUCE THE
SEDIMENT LOAD TO THE WET DETENTION BASIN.
IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM MAINTENANCE,
THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DRAIN SHOULD BE MINIMIZED
TO THE MAXIMUM EXTENT PRACTICAL.
ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT.
AFTER THE WET DETENTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED ONCE A
MONTH AND WITHIN 24 HOURS AFTER EVERY STORM EVENT GREATER THAN 1.0 INCHES.
RECORDS OF INSPECTION AND MAINTENANCE SHOULD BE KEPT IN A KNOWN SET
LOCATION AND MUST BE AVAILABLE UPON REQUEST.
INSPECTION ACTIVITIES SHALL BE PERFORMED AS FOLLOWS. ANY PROBLEMS THAT ARE
FOUND SHALL BE REPAIRED IMMEDIATELY.
TEMP. POOL STORAGE (TPS)
TRASH RACK
//-TOP OF SHELF (TOS)
PERMANENT POOL (PP) -\ DRAW
ORIFICE
BOTTOM OF SHELF (BOS) �
201411111
5'x5' PRECAST CONCRETE RISER
6'x6' OUTSIDE DIMENSION
6' TOP
OF DAM ,,TOP OF DAM (TOD)
TOP OF
RCP OUTLET BARRELL
C' OUTLET PIPE (OUT) EL.
PERMANENT POOL
BOTTOM RISER (BOR) EL.
Permit Docum
®nto
nir "^cumentsis A51
E ..,.-olina
ANTI -FLOTATION
SEDIMENT STORAGE TO BE FILLED r
MAIN POND WITH CONCRETE h
>N4/YO/03e
rrt
�%.
L><=,yGr2
Sw-(o
STORMWATER MANAGEMENT PONDS
SCHEDULE
FOREBAY DIMENSIONS
POND DIMENSIONS
POND
(TOF) ELEV.
(BOF) ELEV.
(SS) ELEV.
(PFB) AREA
WEIR LENGTH
(BOP) ELEV.
(SS) ELEV.
(PP) ELEV.
(TPS) ELEV.
(BOS) ELEV.
(TOS) ELEV.
(TOD) ELEV.
(PPA) AREA
(TPA) AREA
(TOR) ELEV.
DDO
(OUT) ELEV.
(BOR) ELEV.
#1
346.00'
341.00'
342.00'
800 SF
10'
340.00'
341.00'
345.50'
348.00'
345.00'
346.00'
349.00'
3,200 SF
7,210 SF
348.00'
1"
345.00'
345.50'
#1
317.00'
312.00'
313.00'
1,373 SF
10'
311.00'
312.00'
316.50'
318.00'
316.00'
317.00'
319.00'
5,492 SF
8,850 SF
317.75'
1.5"
316.00'
315.50'
#1
31420'
313.20'
314.20'
3,000 SF
10'
309.20'
310.20'
313.70'
316.20'
313.20'
314.20'
317.20'
12,006 SF
23,720 SF
315.00'
2"
313.20'
312.70'
TYPICAL STORMWATER MANAGEMENT POND DETAIL
NOT TO SCALE
%" I
Z
J
w
Q°
w
Q>
z
all
(n
>
w
Z
z
cr
w
w
OOI_Qa
O�
U)
z
Z
Q
C)
��
D
0
DATE:
JAN., 2014
DESIGNED:
BKE
DRAWN:
BKE
CHECKED:
FMH
SCALE:
AS SHOWN
SHEEF NO.

SHALLOW LAND SHALLOW WATER
10'-0"
SHELF AREA
POND PERIMETER PLANTING (SHELF AR
JLI.r l IVIY
REQUIRED
SHELF PLANTING
CONTROL ELEV.
3� 0
S�Op
F�
NOT TO SCALE
WATERFOWL DETERRENCE NOTES:
1. TALL FESCUE GRASS OR SWITCH GRASS IS TO BE PLANTED
WITHIN THE POND AREA. KENTUCKY BLUEGRASS, BROME GRASS,
CANARY GRASS, COLONIAL BENTGRASS, PERENNIAL RYEGRASS,
AND QUACKGRASS IS NOT TO BE USED IN OR AROUND POND
AREAS AS THIS PROVIDES PREFERRED FOOD FOR WATERFOWL.
2. NO FERTILIZER IS TO BE APPLIED WITHIN THE POND AREA.
3. SLOPES AND AREAS WITHIN 20 FEET OF THE PERMANENT
WATER EDGE IS TO HAVE VEGETATION LEFT AT LEAST 18
INCHES HIGH.
4. SIGNS INDICATING 'WATERFOWL ARE NOT TO BE FED' ARE TO
BE POSTED AROUND THE WET POND AREAS.
LANDSCAPING NOTES:
1. THIS PLAN FOR PLANTING LOCATIONS ONLY.
2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL
PLANT MAINTENANCE, INCLUDING SHRUBS AND HERBACEOUS
PLANTS, AND SHALL MAINTAIN AREA IN A WEED AND DEBRIS
FREE CONDITION, THROUGHOUT THE TWO—YEAR GUARANTEE
PERIOD.
Know what's below
Call before you dig.
® Dial 811
Or Call 800-282-7411
_ -
3. PLANTING SHALL NOT BE PLACED WITHIN 10' OF ANY INLET
`�
OSa-"LANDSCAPE LEGEND:
OR OUTLET DEVICE.
I//
.
SHALLOW LAND
SHALLOW WATER
PLANT AND
LANDSCAPE
REQUIREMENTS:
4. TALL FESCUE GRASS TO BE PLANTED AT TOP OF BERMS
`
AND EXTERIOR SLOPES OF CONTAINMENT BERMS, AND 3:1 SIDE
CHELONE GLABRA
IRIS VIRGINICA
SECTION 10.3.7
MINIMUM OF 50 PLANTS/200
SF OF SHELF AREA
SLOPES.
LOBELIA CARDINALIS
SAGITTARIA LATIFOLIA
WET POND
5. SIZES SPECIFIED IN THE PLANT SCHEDULE ARE MINIMUM
SIZES TO WHICH THE PLANTS ARE TO BE JUDGED. FAILURE
_
TO MEET MINIMUM SIZE ON ANY PLANT WILL RESULT IN
LOBELIA SIPHILITICA
SAURURUs CERNUUS
TOTAL SHELF AREA: 2,570 SF
REJECTION OF THAT PLANT.
2,570 SF/200 SF = 12.85 X
50 PLANTS
j
6. ALL PLANTS SHALL BE FRESHLY DUG, SOUND, HEALTHY,
® KOSTELETZKYA VIRGINICA
o0000000o
SCHOENOPLECTUS
TOTAL: 643 PLANTS
VIGOROUS, WELL BRANCHED, FREE OF DISEASE, INSECT EGGS,
TABERNAEMONTANI
AND LARVAE, AND SHALL HAVE ADEQUATE ROOT SYSTEMS.
WET POND J2:
7. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY,
TOTAL SHELF AREA: 3,755 SF
VIGOROUS, WELL —ROOTED PLANTS AND ESTABLISHED IN THE
WET DETENTION
BASIN
#1
3,755 SF/200 SF = 18.78 X
50 PLANTS
CONTAINER IN WHICH THEY ARE SOLD. THE PLANTS SHALL
HAVE TOPS WHICH ARE GOOD QUALITY AND ARE IN A HEALTHY
TOTAL: 939 PLANTS
GROWING CONDITION.
WET POND j3:
8. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT
LIST, THE PLANTS FURNISHED SHALL MEET THE NORMAL
TOTAL SHELF AREA: 7,525 SF
REQUIREMENT FOR THE VARIETY PER THE AMERICAN STANDARD
FOR NURSERY STOCK, LATEST EDITION PUBLISHED BY THE
7,525 SF/200 SF = 37.63 X
50 PLANTS
AMERICAN ASSOCIATION OF NURSERYMEN (AAN).
000 �.
— 00 `'\� SCvs
TOTAL: 1,881 PLANTS
9. CONTRACTOR SHALL GUARANTEE ALL LANDSCAPE
°° \ 33
IMPROVEMENTS, INCLUDING SEEDING FOR TWO FULL YEARS AS
l ° 0
1 LOSA
REQUIRED BY NCDENR. CONTRACTOR MUST CONTACT OWNER
0
°
42
AT LEAST 10 WORKING DAYS IN ADVANCE TO SCHEDULE
°° \
IRVA
51
ACCEPTANCE INSPECTIONS . CONTRACTOR MUST REPLACE ALL
% 14, \
` �• �
G
DEAD OR UNACCEPTABLE PLANTS DURING THE FOLLOWING
RECOMMENDED PLANTING SEASON.
WET DETENTION BASIN #2
PLANT SCHEDULE__
KEY jPond 1 QTY jPond 2 QTY
lPond 3 CITY
IBOTANTICAL NAME ICOMMONNAME ISIZE
ISPACING
_ _
HERBACEOUS PLANTS
CHGL
112
83
201
IChelone glabra White Turtlehead
bare root
18" oc
KOVI
59
27
167
Kosteletzkya tiginica Seashore Mallow
quart
18" oc
LOCS
34
110
276
Lobelia cardinalis Cardinal Flower
bare root
18" oc
LOSA
70
124
146
Lobelia siphilitica Great Blue Lobelia
bare root
18" oc
HERBACEOUS PLANTS
IRVA
100
188
383
Iris *ginica
Blue Flag Iris
bare root
18" oc
SGLA
96
91
210
Sagittaria latifolia
Duck Potato
bare root
18" oc
SACR
72
172
236
Saururus cernuus
Lizard's Tail
bare root
18" oc
SCVS
100
144
262
Schoenoplectus tabemaemontani
Soft Stem Bulrush
bare root
18" oc
TOTAL
6431
9391
1881
v
WET DETENTION BASIN #3
Mom
• 1:500
YR
FLOOD
PLAIN
1:100
YR
FLOOD
PLAIN
� WETLAND
i
Cc�siniction - ''::umentsa
ren�ired I;.. arolina
n�fes re- x�er
Permit#�S�✓L Ydlo3- 3�/Z fy --
Gv,,,�
k�
i
t
Z
U)
J
U
Q
W
0-
_
a-
Q
Z
0
(n3:WZ
Z
�
W
W
0-
0
Q
Z
U)
Z
Q
Z
C)
_
O
i)

REVISIONS
NOTE:
THE CONTRACTOR SHALL ENSURE THAT WET POND #1
HAS A MAXIMUM INFILTRATION OF 0.01 IN/HR. THIS
MAY BE ACCOMPLISHED BY RE -DISTRIBUTING EXISTING
CLAYS OR USING BORROW CLAY AS NECESSARY AS
DIRECTED BY THE GEOTECHNICAL ENGINEER. THE
CONTRACTOR SHALL HAVE A NC LICENSED
GEOTECHNICAL ENGINEER VERIFY A MAXIMUM OF 0.01
IN/HR INFILTRATION PRIOR TO CONVERTING THE
EXCAVATED AREA FROM A SEDIMENT BASIN TO A
PERMANENT WET DETENTION BASIN. IF 0.01 IN/HR
MAXIMUM INFILTRATION CANNOT BE MAINTAINED A
PERMANENT LINER WILL NEED TO BE INSTALLED. IF A
LINER IS USED, THE SOIL MUST BE TESTED FOR
INFILTRATION RATE PRIOR TO INSTALLATION BY A NC
LICENSED GEOTECHNICAL ENGINEER.
WET DETENTION BASIN #1
=R TO
-6
8"
)0%
.00
.50
i00 YR FLOOD !PLAIN \\
:100 YR FLOOD PLAIN
WET DETENTION BASIN J2
NOTE:
ALL SEDIMENT DEPOSITED IN THE POND DURING CONSTRUCTION MUST
BE REMOVED, EROSION FEATURES MUST BE REPAIRED, AND THE
VEGETATED SHELF MUST BE RESTORED, BEFORE OPERATION AS A
STORMWATER BMP BEGINS.
Rip —Rap Outlet Chart
Location
Length
D/S Width
U/S Width
Rip —Rap Class
Thickness
ft
ft
ft
in
1
12
15
7
1
24
WET DETENTION BASIN #3
TLIFT STATION
LOCATION
SYM.
• Know what's below
' Call before you dig.
® Dial 811
Or Call 800-282-7411
WETLAND
40.0' - 27"
RCP @ 1.12%
W INV 313.20
E INV 312.75 1
1:500 YR FLOOD PLAIN
/r
___ 1:100 YR FLOOD PLAIN �
/ W W W
WETLAND
FLOODWAY
i
/1
z
Ow
z z
� J
w In
�z
wU)
3:m
O
(if
W
aQ
U)
_j
0
Q
W
W
=
W
Q
z
U)
W
O
z
z�LLJI
Of_Qa
13f
U)
z
Z
Q
U
2
_
O
U)
DATE:
JAN., 2014
DESIGNED:
BKE
DRAWN:
BKE
CHECKED:
FMH
SSE:
AS SHOWN
SHEET NO
SW-4

DRAWING INDEX
COVER SHEET
2 GENERAL NOTES
3 PROJECT LAYOUT
4 EXISTING CONDITIONS AND DEMOLITION PLAN
5 LANDSCAPING PLAN
6 OVERALL SITE DEVELOPMENT PLAN
RD-1
ROADWAY
IMPROVEMENTS PLAN
RD-2
PLAN AND PROFILE
CAROLINA AVENUE
RD-3
PLAN AND PROFILE
CAROLINA AVENUE
RD-4
PLAN AND PROFILE
ROAD A AND ROAD B
RD-5
PLAN AND PROFILE
ROAD B AND ROAD C
RD-6
ROADWAY
DETAILS
ESC-1
EROSION
CONTROL
PLAN
ESC-2
EROSION
CONTROL
PLAN
ESC-3
EROSION
CONTROL
PLAN
ESC-4
EROSION
CONTROL
PLAN
ESC-5
EROSION
CONTROL
DETAILS
ESC-6
EROSION
CONTROL
DETAILS
ESC-7
EROSION
CONTROL
DETAILS
ESC-8
EROSION
CONTROL
DETAILS
SW-1
PRE -DEVELOPMENT DRAINAGE MAP
SW-2
POST -DEVELOPMENT DRAINAGE MAP
SW-3
POST -DEVELOPMENT CULVERT DRAINAGE MAP
SW-4
POST -DEVELOPMENT DITCH DRAINAGE MAP
SW-5
WET DETENTION BASIN PLAN VIEW
SW-6
WET DETENTION BASIN DETAILS
SW-7
WET DETENTION BASIN LANDSCAPING PLAN
S1
OVERALL SANITARY PLAN
S2
PLAN AND PROFILE LINE S-1
S3
PLAN AND PROFILE LINE S-2
S4
PLAN AND PROFILE LINE S-2
S5
PLAN AND PROFILE LINE S-3, S-4 AND S-5
S6
PLAN AND PROFILE LINE FM-1
S7
PLAN AND PROFILE LINE FM-1
S8
(WARRIOR WOODS) PROJECT LAYOUT MAP
S9
(WARRIOR WOODS) PLAN AND PROFILE LINE FM-1
S10
(WARRIOR WOODS) PLAN AND PROFILE LINE FM-1
S11
(WARRIOR WOODS) PLAN AND PROFILE LINE FM-1
S 12
PUMP STATION SITE PLAN
S 13
PUMP STATION DETAILS
W1
OVERALL WATER PLAN
W2
PLAN
AND
PROFILE
LINE W-1
W3
PLAN
AND
PROFILE
LINE W-1 AND
W-4
W4
PLAN
AND
PROFILE
LINE W-2 AND
W-5
W5
PLAN
AND
PROFILE
LINE W-3
W6
OVERALL OFFSITE
WATER PLAN
W7
PLAN
AND
PROFILE
OFFSITE LINE
W-1
W8
PLAN
AND
PROFILE
OFFSITE LINE
W-1
W9
PLAN
AND
PROFILE
OFFSITE LINE
W-1
W10
PLAN
AND
PROFILE
OFFSITE LINE
W-1
Wll
PLAN
AND
PROFILE
OFFSITE LINE
W-1
W12
PLAN
AND
PROFILE
OFFSITE LINE
W-1
W13
PLAN
AND
PROFILE
OFFSITE LINE
W-1
DT1
WATER DETAILS
DT2
STREET DETAILS
DT3
SEWER DETAILS
DT4
SEWER DETAILS
DT5
SEWER DETAILS
EL.1
ELECTRICAL DETAILS
EL.2
ELECTRICAL DETAILS
EL.3
ELECTRICAL DETAILS
OWNER: CAROPINES VENTURES, LLC
ADDRESS: 238 N MCPHERSON CHURCH RD
FAYETTEVILLE, NC 28302
APPLICANT: CAROPINES VENTURES, LLC
ADDRESS: 238 N MCPHERSON CHURCH RD
FAYETTEVILLE, NC 28302
CONTACT: PERRY SHELLY
PHONE: [phone]
FAX: [phone]
DEVELOPER: CAROPINES VENTURES, LLC
ADDRESS: 238 N MCPHERSON CHURCH RD
FAYETTEVILLE, NC 28302
CONTACT: PERRY SHELLY
PHONE: [phone]
FAX: [phone]
TOWN OF SOUTHERN PINES
APPROVED FOR CONSTRUCTION
BY DATE PERMIT #
WATER (PW)(NCDENR)
SEWER (PW)(NCDENR)
COUNTY FLOW ACC.
STREET (TOWN)
DRIVEWAY (NCDOT)
ENCROACHMENT (NCDOT)
DRAINAGE (PW)
EROSION CONTROL (PW)
PLANNING/ZONING (TOWN)
FIRE (TOWN)
APPROVAL OF THESE PLANS IN NO WAY IS MEANT TO RELIEVE
THE DESIGN PROFESSIONAL OF HIS OR HER RESPONSIBILITY
FOR PROJECT DESIGN
QUANTITIES REPORT
DESCRIPTION MATERIAL/SIZE LENGTH
WATER MAIN
TOSP
„
12
4630
PRIVATE
TOSP
8'
4888
PRIVATE
0
TOSP
6"
2433
PRIVATE
0
TOSP
2"
84
PRIVATE
0
SEWER MAIN
TOSP
8"
3753
PRIVATE
0
STREETS LF
TOSP
0
PRIVATE
3573
CURB & GUTTER—
TOSP
0
PRIVATE
365
STORM SEWER DIA
TOSP
0
PRIVATE
0
SIDEWALK
TOSP
0
PRIVATE
0
SEWER SERVICES(#)
TOSP
4"
49
PRIVATE
0
WATER SERVICES(#)
TOSP
3/4"
49
PRIVATE
0
FIRE HYDRANT ASSEMBLY
TOSP
12"
7
PRIVATE
FIRE HYDRANT ASSEMBLY
TOSP
8 '
4
PRIVATE
FIRE HYDRANT ASSEMBLY
TOSP
6 "
2
PRIVATE
0
FORCE MAIN (LF)
TOSP
8"
1550
PRIVATE
0
PUMP STATION Tlf
1
EASEMENT AREA (SF)
TOSP
UTILITY EASEMENT
AREA (SF)
58,845
■ Hobbs Upchurch Associate
engineering I planning I surveyi
Southern Pines Office
135 W. Connecticut Ave. I Southern Pines, North Carolina 28387
P: [phone] 1 F: [phone]
License Number: C-0454 www.hobbsupchurch.com
ng
List of Abbreviations:
Ac
Acre
Bndy
Boundary
BOC
Back of Concrete (Curb)
BOW
Back of Walk
BVCE
Begin Vertical Curve Elevation
BVCS
Begin Vertical Curve Station
C&G
Curb and Gutter
CB
Catch basin
C-1—P
Cast —in —Place
cfs
Cubic Foot per Second
CL
Control Line/Center Line
Conc.
Concrete
Cu. Ft (cf)
Cubic Foot
Cu Yd(cy)
Cubic Yard
Dble CB
Double Catch basin
DA
Drainage Area
DB
Deed Book
dbh
Diameter at Breast Height
DBO
Designed by Others
DG
Design Ground
DIP
Ductile Iron Pipe
D/S
Downstream
DWG
Drawing
ECM
Existing Concrete Monument
EIA
Existing Iron Axle
EIP
Existing Iron Pin
EIR
Existing Iron Rod
ELEV, EL
Elevation
EOA
Edge of Asphalt
EOG
Edge of Gravel
ESC
Erosion and Sediment Control
EVCE
End Vertical Curve Elevation
EVCS
End Vertical Curve Station
EX
Existing
FES
Flared End Section
FH
Fire Hydrant
FOC
Face of Curb
Ft.
Feet
FUT
Future
G.S.
General Statute
HGL
Hydraulic Grade Line
INV
Invert
L
Length
Lbs
Pounds
LW
Weir Length
Max
Maximum
MH
Manhole
Min
Minimum
NAD
North American Datum
NIC
Not in Contract
NTS
Not to Scale
OG
Original Ground
O/S
Offset
OTLT
Outlet
PL
Property Line
PREC
Precast
PROP
Proposed
PVC
Poly(vinyl chloride)
PVI
Point of Vertical Inflection
PS
Pump Station
RCP
Reinforced Concrete Pipe
ROW
Right —of —Way
SA
Surface Area
SAN
Sanitary
SCH
Schedule
SDR
Standard Dimension Ratio
SF
Silt Fence
SHLD
Shoulder
SMH
Sanitary Manhole
STM
Storm
STMH
Storm Manhole
STA
Station
STD
Standard
Sq. ft (sf)
Square Foot
Sq Yd (sy)
Square Yard
T
Thickness
TBA
To Be Abandoned
TBR
To be Removed
TSB
Temporary Skimmer Basin
TST
Temporary Sediment Trap
Typ.
Typical
U/S
Upstream
Qty
Quantity
VC
Vertical Curve
YI
Yard Inlet
W
Width
Note: This list may not be inclusive of all abbreviations
used within the construction drawing set. If the
contractor is unsure of an abbreviation or terminology
used within this construction set, it is the Contractor's
responsibility to contact the Engineer for clarification.
The Engineer or the Owner will not be held liable for
misinterpretation of the construction plan set by the
General Contractor or any of his sub —contractors.
77,
u •
Eli'
I
'��i"9%
i
W.
IVAN
MONSOON
imi�,VICINITY
MAP
1 •••
TOWN OF SOUTHERN PINES
CONSTRUCTION PLAN APPROVAL
ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND
SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHERN
PINES STANDARDS AND SPECIFICATIONS AS OUTLINED IN THE MOST CURRENT
UNIFIED DEVELOPMENT ORDINANCE (UDO). IN THE EVENT OF A CONFLICT
BETWEEN METHODS, MATERIALS, STANDARDS AND/OR SPECIFICATIONS IN THE
APPROVED PLANS AND THE UDO, THE UDO GOVERNS UNLESS A WRITTEN
WAIVER IS ISSUED BY THE TOWN ENGINEER. ANY CHANGE IN APPROVED
PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN APPROVAL. PUBLIC
SANITARY SEWER AND UTILITY EASEMENTS SHALL BE RECORDED PRIOR TO
FINAL ACCEPTANCE AND /OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY
BY THE TOWN.
CALL
BEFORE YOU DIG!
r
DigSafely.
1-800-632-4949
NORTH CAROLINA ONE -CALL CENTER
CAROPINES PHASE 1
RESIDENTIAL DEVELOPMENT
SOUTHERN PINES, NORTH CAROLINA

u7
L
0
3
LIJ
m
9
0
N
cD
N
N
J
J
Q
Ld
O
co
a)
'Il
M
Know what's below
Call before you dig.
® Dial 811
Or Ca11800-282-7411
Caropine's Development:
(includes existing Carolinc-
Fut Clubhouse Expansion:
Ex. Golf Cart Path:
Streets/Curb& Gutter:
Walking Trail:
Estimate Building/Lot:
Gravel Access:
Total Built -Upon Area:
Caropines Property:
Carolina Golf Course:
Total Master Plan Area
Total BUA Estimate*:
NK.u.
4,570,141 sq.ft.
13,425,701 sq.ft = 308.84 Ac
18.5%
Final Caropine's Site Layout has not been finalized. Numbers shown are
maximum impervious areas based on allowable lots and shown roadway
network.
REVISIONS
SYM. DESCRIPTION DATE I BY
1 IREVISIONS PER TOWN COMMENTS12/25/141 BKE
I a1.N e
0 vcm
cmN 8
co ; Cm
Q CL
a
O =' E -.2
N rr�o ZU--9
m 5—
d N
U m mo
L- c�
-C m _a
LEGEND U
� a
EXISTING DESCRIPTION
O EI R
LOT LINES N c
EXISTING GAS LINE U
PROPERTY BOUNDARY O 3 L
PHASE BOUNDARY = 10
WETLAND Z
FLOODWAY
7
ASPHALT ROADWAY/TRAIL
CONCRETE BRIDGE (DBO)
[HMvi*10[MOT UY17_Y1
CAROPINES PROPERTY
CAROLINA GOLF COURSE
(PORTION IN PROJECT
BOUNDARY)
SCALE: 1" = 300'
300' 0 150, 300, 600'
Z
Q
W J
U) Z
—1W
Q
W
W
Ow
0
T—
W
W
Q
2
W
Cn
W
0-
0
Q
U
Q
Z Z
W —j
Oc)
,J =
W H
i 0
W Z
0 Z
J w
_Q Z_
�7- 0-
Z Z
W W
�_
C!)_
~
W =
� O
DATE:
JAN., 2014
DESIGNED:
BKE
DRAWN:
BKE
CHECKED:
FMH
SCALE:
AS SHOWN
SHEET NO.
6

WET DETENTION BASIN #1
Tn
0
3
LLI
m
Mi
Q
m
0
M
0
N
N
N
0
J
n
n
to
c
a�
v
0
00
0
0
00
c
0
u
0
C
0
L
U
WET DETENTION BASIN #2
V)
62.4' - 18"
RCP ® 2.40%
W INV 345.00
E INV 343.50
NOTE:
THE CONTRACTOR SHALL ENSURE THAT WET POND #1
HAS A MAXIMUM INFILTRATION OF 0.01 IN/HR. THIS
MAY BE ACCOMPLISHED BY RE —DISTRIBUTING EXISTING
CLAYS OR USING BORROW CLAY AS NECESSARY AS
DIRECTED BY THE GEOTECHNICAL ENGINEER. THE
CONTRACTOR SHALL HAVE A NC LICENSED
GEOTECHNICAL ENGINEER VERIFY A MAXIMUM OF 0.01
IN/HR INFILTRATION PRIOR TO CONVERTING THE
EXCAVATED AREA FROM A SEDIMENT BASIN TO A
PERMANENT WET DETENTION BASIN. IF 0.01 IN/HR
MAXIMUM INFILTRATION CANNOT BE MAINTAINED A
PERMANENT LINER WILL NEED TO BE INSTALLED. IF A
LINER IS USED, THE SOIL MUST BE TESTED FOR
INFILTRATION RATE PRIOR TO INSTALLATION BY A NC
LICENSED GEOTECHNICAL ENGINEER.
OWN
13' LF LEVEL SPREADER
& ENGINEERED VEGETATED 4.0' 1.0' 3.0'BUFFER
FILTER STRIP
—I
7.5' - 18"
RCP ® 0.00%
INV 343.50
I
\I
,RISER
REFER TO
SHEET
SW-6
7 30.0'
- 18"
RCP ® 1.67%
N INV
316.00
S INV
315.50
4' MANHOLE
RIM 317.50'
\,
7.5' - 18"
RCP ® 0.00%
INV 315.50
� I z
WEIR NOTE:
• CONCRETE WEIR TO BE POURED IN PLACE WITH 3 INCHES HIGHER THAN
SURROUNDING GROUND.
• ENSURE TOP OF WEIR IS LEVEL WITH WOODEN DOWEL.
• ENSURE BASE IS UNDISTURBED SOIL OR COMPACTED TO 95% STANDARD
PROCTOR.
• IF SETTLING OCCURS THE CONTRACTOR IS RESPONSIBLE FOR REPLACING AND
PROVIDING A LEVEL WEIR.
• ENSURE OUTLET DITCH IS BLOCKED AT END TO FORCE DRAINAGE OVER WEIR.
LEVEL SPREADER DETAIL
\I
NOTE:
ALL SEDIMENT DEPOSITED IN THE POND DURING CONSTRUCTION MUST
BE REMOVED, EROSION FEATURES MUST BE REPAIRED, AND THE
VEGETATED SHELF MUST BE RESTORED, BEFORE OPERATION AS A
STORMWATER BMP BEGINS.
ENGINEERED VEGETATIVE FILTER
REVISIONS
fM. DESCRIPTION
1 REVISIONS PER TOWN COMM
L]
Know what's below
Cell before you dig.
® Dial 811
Or Call 800-282-7411
-,:I Inver} t�tr r Vvpter Permit oocL -t e-C.
,Construction n arseraarce with these jocuments '.s
required by th
rgrolina
rules ree.
,;ner
3nspc
-.th
the F , -
Sta"Wate, r ,
_l�✓lc1`Lu'to3c,
bPy + q7n
��J"lGiL
S
VEGETATED FILTER STRIP NOTE:
• UNDERLYING SOIL TO BE LEFT LOOSE BY RAKING, TILLING, OR USE OF FIELD
CULTIVATOR.
• 6 INCHES OF TOPSOIL TO BE PLACED.
• INSTALL TALL FESCUE SOD GROWN IN NON -CLAYEY SOILS.
• APPLY 75 LBS OF GROUND LIMESTONE PER 1,000 SQ FT.
• APPLY 40 LBS OF 5-10-10, 20 LBS OF 10-20-20, OR 16 LBS OF 18-24-6 FERTILIZER
PER 1,000 SQ FT.
• SOD TO BE WATERED FREQUENTLY FOR THE FIRST 3 WEEKS AFTER
INSTALLATION. SOD TO BE KEPT MOIST.
ENGINEERED VEGETATED FILTER STRIP DETAIL
\1/ \1/ -4/ �/ T LIFT STATION
I LOCATION
- 1:500 YR FLOOD PLAIN
1:100 YR FLOOD PLAIN
\4/ \4/
WET DETENTION BASIN #3
WETLAND -
RISER REFER TO
SHEET SW-6 -
)o.3' - 15"
RCP ® 1.04%
3. r W INV 313.20 f
E INV 312.80
4' MANHOLE
RIM 314.81
7.5' - 15„
f"'''`' RCP ® 0.00%
/INV 312.80
R..::......... ...:>•.::.::.::>:::
WETLAND
FLOODWAY .�
26 201�
ui $ENE
+-j G1 N N
O = E�-2
z-
N — m
E
U `
i Or
S m —a
U �
� a
D
U
U m
C
U
O 3
co E
z
Z 3
Z W
O—
� Q
WW
�z
W
�:m
I—
a
ZJ
W
_
W
Q
(n0c)
=
W
a-
i
C)
(n
W
Z
W
Z
J
W
0-
Q
Z
W
of
Q
W
W
U
9
2:
U
W
U)
DATE:
JAN.,
2014
DESIGNED:
BKE
DRAWN:
BKE
CHECKED:
FMH
SCALE: AS SHOWN
SHEET NO
SW-5

DRAWING INDEX
COVER SHEET
2
GENERAL NOTES
3
PROJECT LAYOUT
4
EXISTING CONDITIONS AND DEMOLITION PLAN
5
LANDSCAPING PLAN
6
OVERALL SITE DEVELOPMENT PLAN
RD-1
ROADWAY IMPROVEMENTS PLAN
RD-2
PLAN AND PROFILE CAROLINA AVENUE
RD-3
PLAN AND PROFILE CAROLINA AVENUE
RD-4
PLAN AND PROFILE ROAD A AND ROAD B
RD-5
PLAN AND PROFILE ROAD B AND ROAD C
RD-6
ROADWAY DETAILS
ESC-1
EROSION CONTROL PLAN
ESC-2
EROSION CONTROL PLAN
ESC-3
EROSION CONTROL PLAN
ESC-4
EROSION CONTROL PLAN
ESC-5
EROSION CONTROL DETAILS
ESC-6
EROSION CONTROL DETAILS
ESC-7
EROSION CONTROL DETAILS
ESC-8
EROSION CONTROL DETAILS
SW-1
PRE -DEVELOPMENT DRAINAGE MAP
SW-2
POST -DEVELOPMENT DRAINAGE MAP
SW-3
POST -DEVELOPMENT CULVERT DRAINAGE MAP
SW-4
POST -DEVELOPMENT DITCH DRAINAGE MAP
SW-5
WET DETENTION BASIN PLAN VIEW
SW-6
WET DETENTION BASIN DETAILS
SW-7
WET DETENTION BASIN LANDSCAPING PLAN
S1
OVERALL SANITARY PLAN
S2
PLAN AND
PROFILE LINE
S-1
S3
PLAN AND
PROFILE LINE
S-2
S4
PLAN AND
PROFILE LINE
S-2
S5
PLAN AND
PROFILE LINE
S-3, S-4 AND S-5
S6
PLAN AND
PROFILE LINE
FM-1
S7
PLAN AND
PROFILE LINE
FM-1
S8
(WARRIOR
WOODS) PROJECT
LAYOUT MAP
S9
(WARRIOR
WOODS) PLAN
AND PROFILE LINE FM-1
S10
(WARRIOR
WOODS) PLAN
AND PROFILE LINE FM-1
S i l
(WARRIOR
WOODS) PLAN
AND PROFILE LINE FM-1
S12
PUMP STATION SITE PLAN
S13
PUMP STATION DETAILS
W1
OVERALL WATER PLAN
W2
PLAN
AND
PROFILE
LINE W-1
W3
PLAN
AND
PROFILE
LINE W-1 AND
W-4
W4
PLAN
AND
PROFILE
LINE W-2 AND
W-5
W5
PLAN
AND
PROFILE
LINE W-3
W6
OVERALL OFFSITE
WATER PLAN
W7
PLAN
AND
PROFILE
OFFSITE LINE
W-1
W8
PLAN
AND
PROFILE
OFFSITE LINE
W-1
W9
PLAN
AND
PROFILE
OFFSITE LINE
W-1
W10
PLAN
AND
PROFILE
OFFSITE LINE
W-1
W i l
PLAN
AND
PROFILE
OFFSITE LINE
W-1
W12
PLAN
AND
PROFILE
OFFSITE LINE
W-1
W13
PLAN
AND
PROFILE
OFFSITE LINE
W-1
DT1
WATER DETAILS
DT2
STREET DETAILS
DT3
SEWER DETAILS
DT4
SEWER DETAILS
DT5
SEWER DETAILS
EL.1
ELECTRICAL DETAILS
EL.2
ELECTRICAL DETAILS
EL.3
ELECTRICAL DETAILS
OWNER: CAROPINES VENTURES, LLC
ADDRESS: 238 N MCPHERSON CHURCH RD
FAYETTEVILLE, NC 28302
APPLICANT: CAROPINES VENTURES, LLC
ADDRESS: 238 N MCPHERSON CHURCH RD
FAYETTEVILLE, NC 28302
CONTACT: PERRY SHELLY
PHONE: [phone]
FAX: [phone]
DEVELOPER: CAROPINES VENTURES, LLC
ADDRESS: 238 N MCPHERSON CHURCH RD
FAYETTEVILLE, NC 28302
CONTACT: PERRY SHELLY
PHONE: [phone]
FAX: [phone]
TOWN OF SOUTHERN PINES
APPROVED FOR CONSTRUCTION
BY DATE PERMIT #
WATER (PW)(NCDENR)
SEWER (PW)(NCDENR)
COUNTY FLOW ACC.
STREET (TOWN)
DRIVEWAY (NCDOT)
ENCROACHMENT (NCDOT)
DRAINAGE (PW)
EROSION CONTROL (PW)
PLANNING/ZONING (TOWN)
FIRE (TOWN)
APPROVAL OF THESE PLANS IN NO WAY IS MEANT TO RELIEVE
THE DESIGN PROFESSIONAL OF HIS OR HER RESPONSIBILITY
FOR PROJECT DESIGN
QUANTITIES REPORT
DESCRIPTION MATERIAL/SIZE LENGTH
WATER MAIN
TOSP
„
12
4630
PRIVATE
0
TOSP
8'
4888
PRIVATE
TOSP
6
2433
PRIVATE
0
TOSP
2„
4
PRIVATE
SEWER MAIN
TOSP
8"
3753
PRIVATE
0
STREETS LF
TOSP
PRIVATE
3573
FT—
CURB & GUTTER LF
TOSP
0
PRIVATE
365
STORM SEWER DIA
TOSP
0
PRIVATE
0
SIDEWALK
TOSP
0
PRIVATE
0
SEWER SERVICES(#)
TOSP
4„
49
PRIVATE
0
WATER SERVICES(#)
3/4"
49
-TOSP
PRIVATE
0
FIRE HYDRANT ASSEMBLY
TOSP
12"
7
PRIVATE
FIRE HYDRANT ASSEMBLY
TOSP
8 "
4
PRIVATE
FIRE HYDRANT ASSEMBLY
6 "
2
-TOSP
PRIVATE
FORCE MAIN (LF)
TOSP
8"
1550
PRIVATE
0
PUMP STATION 1
1
EASEMENT AREA (SF)
TOSP
UTILITY EASEMENT
AREA (SF)
58,845
■ Hobbs Upchurch Associates
M engineering I planning I surveying
Southern Pines Office
135 W. Connecticut Ave. I Southern Pines, North Carolina 28387
P: [phone] 1 F: [phone]
License Number: C-0454 www.hobbsupchurch.com
List of Abbreviations:
Ac
Acre
Bndy
Boundary
BOC
Back of Concrete (Curb)
BOW
Back of Walk
BVCE
Begin Vertical Curve Elevation
BVCS
Begin Vertical Curve Station
C&G
Curb and Gutter
CB
Catch basin
C-1—P
Cast —in —Place
cfs
Cubic Foot per Second
CL
Control Line/Center Line
Conc.
Concrete
Cu. Ft (cf)
Cubic Foot
Cu Yd(cy)
Cubic Yard
Dble CB
Double Catch basin
DA
Drainage Area
DB
Deed Book
dbh
Diameter at Breast Height
DBO
Designed by Others
DG
Design Ground
DIP
Ductile Iron Pipe
D/S
Downstream
DWG
Drawing
ECM
Existing Concrete Monument
EIA
Existing Iron Axle
EIP
Existing Iron Pin
EIR
Existing Iron Rod
ELEV, EL
Elevation
EOA
Edge of Asphalt
EOG
Edge of Gravel
ESC
Erosion and Sediment Control
EVCE
End Vertical Curve Elevation
EVCS
End Vertical Curve Station
EX
Existing
FES
Flared End Section
FH
Fire Hydrant
FOC
Face of Curb
Ft.
Feet
FUT
Future
G.S.
General Statute
HGL
Hydraulic Grade Line
INV
Invert
L
Length
Lbs
Pounds
LW
Weir Length
Max
Maximum
MH
Manhole
Min
Minimum
NAD
North American Datum
NIC
Not in Contract
NTS
Not to Scale
OG
Original Ground
O/S
Offset
OTLT
Outlet
PL
Property Line
PREC
Precast
PROP
Proposed
PVC
Poly(vinyl chloride)
PVI
Point of Vertical Inflection
PS
Pump Station
RCP
Reinforced Concrete Pipe
ROW
Right —of —Way
SA
Surface Area
SAN
Sanitary
SCH
Schedule
SDR
Standard Dimension Ratio
SF
Silt Fence
SHLD
Shoulder
SMH
Sanitary Manhole
STM
Storm
STMH
Storm Manhole
STA
Station
STD
Standard
Sq. ft (sf)
Square Foot
Sq Yd (sy)
Square Yard
T
Thickness
TBA
To Be Abandoned
TBR
To be Removed
TSB
Temporary Skimmer Basin
TST
Temporary Sediment Trap
Typ.
Typical
U/S
Upstream
Qty
Quantity
VC
Vertical Curve
YI
Yard Inlet
W
Width
Note: This list may not be inclusive of all abbreviations
used within the construction drawing set. If the
contractor is unsure of an abbreviation or terminology
used within this construction set, it is the Contractor's
responsibility to contact the Engineer for clarification.
The Engineer or the Owner will not be held liable for
misinterpretation of the construction plan set by the
General Contractor or any of his sub —contractors.
71Eli
ovil
Ril
/
EFAM�r
r //.
yid,, ; ,
,,
,/j /'r i %
�
. .
r
AN
FAM
NPA-1910
EM
111100
�
�/%
yi /
'
I
�,!
061M.�����.l.+ice:
■■,�a■■
tia.��
F�rr-
,
f
�
•
I.N,
��IR
'�
rr
�
■■■■■■■
t'lf��
0
I'�.�
VICINITY MAP
1 000
TOWN OF SOUTHERN PiiAES
CONSTRUCTION PLAN APPROVAL
ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND
SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHERN
PINES STANDARDS AND SPECIFICATIONS AS OUTLINED IN THE MOST CURRENT
UNIFIED DEVELOPMENT ORDINANCE (UDO). IN THE EVENT OF A CONFLICT
BETWEEN METHODS, MATERIALS, STANDARDS AND/OR SPECIFICATIONS IN THE
APPROVED PLANS AND THE LIDO, THE UDO GOVERNS UNLESS A WRITTEN
WAIVER IS ISSUED BY THE TOWN ENGINEER. ANY CHANGE IN APPROVED
PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN APPROVAL. PUBLIC
SANITARY SEWER AND UTILITY EASEMENTS SHALL BE RECORDED PRIOR TO
FINAL ACCEPTANCE AND /OR ISSUANCE OF A CERTIFICATE OF OCCUPANCY
BY THE TOWN.
CALL
BEFORE YOU DIG!
DigloSafely.
1,800-632-4949
NORTH CAROLINA ONE -CALL CENTER
CAROPINES PHASE I
RESIDENTIAL DEVELOPMENT
SOUTHERN PINES, NORTH CAROLINA

REVISIONS
1n
v
L
v
3
L.1
m
0
N
N
N
I—
O
J
O
L
Q
41
v
0
O_
0
M
• Know what's below
Call before you dig.
® Dial 811
Or Call 800-282-7411
1 1 IREVISIONS PER TOWN COMMENTS12/25/141 BKE 1
LEGEND
EXISTING
O
DESCRIPTION
EIR
LOT LINES
EXISTING GAS LINE
PROPERTY BOUNDARY
PHASE BOUNDARY
WETLAND
FLOODWAY
ASPHALT ROADWAY/TRAIL
CONCRETE BRIDGE (DBO)
GRAVEL ROADWAY
CAROPINES PROPERTY
CAROLINA GOLF COURSE
(PORTION IN PROJECT
BOUNDARY)
to om g � N r-
C
m �N N N
j • C m
.� N C ^
d p O $7
O Im
cVGJQ L
N c m
to c
c
as
U m :�
L c
O1 W
U
� a
M
D
n
w
N m
o
U
O 3
_ V) E
Z
Z�
Z
Q
W J
U) Z
J W
J 2
0-
W 0
W
Ow
0
'y'�►�o`'a�O i''oi'�i� .' - I ���;�ait�♦�i��ti♦
♦�_�_.�-i►
a.►o`oF.�4a�♦`:♦`���;.
�
-�M��/�
��♦i...��� !�i4+♦..oeh!♦
�♦'►♦i♦♦i��i�♦_♦♦♦.�vi��.���-�♦9
•�rO'�io►�►♦♦♦i♦.�♦ ♦♦D ��I`ir1♦♦�:♦♦►:♦�♦♦♦1•y:.D,�:♦�i`'i
,
/-ya►�,���9aa
;o',rci�.1+i ♦�.o.♦.
♦O♦w♦+♦1♦R%i� �
"
O°�D9>��,'♦���`♦'' ♦�. i
y ♦,.�-♦�
a�i,�'O/♦f/+�, I /�' `
.►�birg
ti♦�.:�1♦`'♦s`
�&1�j/fo►
♦� VIN
•
�t
♦♦♦ ♦.!'�.♦•i�i . �! ♦i♦ ` '. ♦♦�'�iO♦
���♦,
s�1♦��•�♦+♦0�:�+♦��,o�0♦�' .+�♦♦�♦�
♦.i♦4♦.��y�/i/�p`
. ♦♦�:+';o .�i♦♦♦i�i�d`o a ♦♦�.►• .v. 3►�►oa'ao• .
_�♦t; ♦��♦♦
��♦♦.4���O���ii��♦�♦�♦♦��♦�i�•'�..
1 "" ♦ ..• _ - '� 4 '♦� 1�♦,•♦i��♦��"i.,
♦♦���♦♦�O.O'�� �1♦,�,b1►, ►O�i♦♦'�♦♦%rt>tic0�4'v♦���•
`���.,..O��Ii��1�♦y#�i.i41 1 ♦♦♦♦♦�ll.r�9i►�♦ tOj�
.:
► .
�., ., ,. _ , s
�
� 3A♦��♦♦♦��♦'+' �.♦♦.♦♦.:
�i,1►�i►♦ 3Pv> /.♦♦I•� �1♦♦
♦♦�♦�
. � i ♦�♦1%•v♦♦
��' .► �iJSOtT�0066tC0�,
�
`,_
♦♦♦♦♦�%♦. a•���9�6Q►�♦��♦���• . �1♦�.�
t��f►♦♦��� ������ ♦��:4�8aP06s'ii�ye�9?�,�+6
'� oa ���♦��♦�►�♦ ♦�� 1►� 0� ♦♦�,�i�• ♦� ��♦ ♦�
baf� �� ��,��� cif .
_►��
°'`' -
��/
. 11 111 ;i;�i��0►i♦�i;►c,�0�'i'►� �►!,�;o�os
'�4'�'1a .I�♦♦y.i.��♦mil a���-=��
.. ,. .,
Uj
LU
Caropines Property:
Carolina Golf Course:
Total Master Plan Area
Total BUA Estimate*:
o,o��,wv sy.iL.
4,570,141 sq.ft.
13,425,701 sq.ft = 308.84 Ac
18.5%
Final Caropine's Site Layout has not been finalized. Numbers shown are
maximum impervious areas based on allowable lots and shown roadway
network.
SCALE: 1" = 300'
300' 0 150' 300' 600'
DATE: JAN., 2014
DESIGNED: BKE
DRAWN: BKE
CHECKED: FMH
SCALE: AS SHOWN
SHEET NO.
A