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PEI JOB#: 13218,PE

ALL OUTLET
PIPES SHALL HAVE
FLARED END SECTIONS
STORM DRAIN PIPE
SLOPE = 0%
STORM DRAIN PIPE
LENGTH
C z
RIP -RAP o
APRON
PLAN
TAILWATER
FLOW
FILTER FABRIC --�
SECTION
RIP -RAP SCHEDULE
N.C.D.O.T. CLASS B
RIPRAP, MINIMUM
18" THICK, TYPICAL
UPSTREAM
DOWNSTREAM
FE4
PIPE DIA. (IN.)
LENGTH (FT.)
WIDTH (FT.)
WIDTH (FT.)
1
48
1 12
12
12
RIP -RAP APRON
NOT TO SCALE
STORMWATER NOTES:
1. ALL PROPOSED RESIDENCES SHALL DIVERT ROOF DRAINAGE TO STREET VIA
GUTTERS, LEADERS AND UNDERGROUND SCHEDULE 40 PVC CONDUIT, IF
NECESSARY.
WIDTH VARIES
SEE PLAN
SEED & MULCH AFTER TOP OF BANK
DIGGING DITCH -SEE
NOTE BELOW
NOTES:
1. SIDESLOPE 5:1, SEE PLAN FOR PROPOSED CONTOURS
2. DITCH TO BE FULLY LINED WITH EROSION CONTROL BLANKETS PRIOR TO
SEEDING & MULCHING FROM TOP OF BANK TO TOP OF BANK.
3. PROPOSED SWALES WILL HAVE A BOTTOM WIDTH OF 3 FEET
SWALE DETAIL
NOT TO SCALE
RUNOFF
CHANNEL
SWALE #
Ad
C
Qdesi n
Length
Inv In
Inv Out
S
d
Ax
P
R
Vactual
Qactual
Adequate Capacity?
Lining Required?
acres
cfs
ft
ft
ft
fUft
ft
s
ft
ft
(fps)
cfs)
(YIN
Y/N
0.52
6.50
173
55.84
54.62
A,
4.16
9.73
0.43
1.77
7.38
Y
N
2
0 ` ,:
0.50
1.55
201
56.02
54.52
3
0 _
0.50
2.64
159
54.76
53.60
41�.
2.00
7.08
0.28
1.37
2.74
Y
N
4
1
9
3.
150
54.40
53.30
'OQ'p
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2.59
7.90
0.33
1.52
3.93
Y5
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54
102
53.14
51.52
1.23
5866
1.33' '`,_'E!4
55
�68
182
52.25
51.1$
3.60
9.12
0.39
1.54
5.53
Y
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RAD. ( '
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a 4" a.
.A
1/2" JOINT Z 1/8" RADIUS, TYP.
SEALER DUMMY GROOVE
EXPANSION JOINT CONTRACTION JOINT
VARIES 3000 PSI
1/4" PER FT. CONCRETE
a
4"
A :<
SECTION VIEW
6" ASPHALT
4 a - a , /- PAVEMENT
1/2" EXPANSION JOINT- MAX. 50' O.C.
& BETWEEN STRUCTURES
GFOVED CONTRACTION
JOT
PLAN VIEW
CONCRETE WALK DETAIL
NOT TO SCALE
MOD. VALLEY
CURB & GUTTER
N
�k
2'-0"
1'-0"
N
Ir 611 `i .. ' -
6" AGGZEGATE BASE COURSE UNDER CURB.
.'.,{�iG:� rJlry.:k~,�4"„iL4,t,Y+:;SK'�: +`�.X.i O.3. �;':.:ra �:...- i�'•�
,,:: p�. ,, . Jy �'" ,_ .. . ,:;,,;�•,; (CAN B:'i4AIVED BASED �'1
N SOIL CONDITION
CLIEVT DIRECTION)
MODIFIED VALLEY SPILL CURB
NOT TO SCALE
MODIFIED VALLEY CURB
NOT TO SCALE
STAKEOUT
REFERENCE
POINT: EOP
CURB INLET
(STD. 840.03)
1.5" S9.5B SURFACE
COURSE
6" ABC (NCDOT APPROVED)
BASE COURSE
COMPACTED SUBGRADE
100% ASTM D698 TO
12" DEPTH
PAVEMENT SECTION
NOT TO SCALE
45 FT RIW
10.5' 12' I 20' 12' 1 10.5'
SLOPES= 3:1 ( 1/2" PER FT 1 I 1/4" PER FT 1/4" PER FT 112" PER FT I SLOPES= 3:1
6" AGGRiGATE BASE COURSE UNDER CURB. 5' SIDEWALK
(CAN BE VAIVED BASED ON SOIL CONDITION (TYP.)
1.5"-S9.513 SURFACE 6" ABC UNDER
WOR CLINT DIRECTION) MODIFIED VALLEY 6"-ABC BASE CURB (TYP.)
CURB (TYP.) (NCDOTAPPROVED)
ROAD A & ROAD D
W/ MODIFIED VALLEY CURBING (TYP.)
NOT TO SCALE
FORM GUTTER TO
MATCHHOOD
� 5' 5'
1 LM
12"
2' 2'-6" 0 12"
CONTRACTOR SHALL TRANSITION FROM MOD.
MAINTAIN EOP & TRANSITION VALLEYCURB & GUTTER TO
THE GUTTER LINE FOR CURB MATCH CURB INLET
INLET INSTALLATION INSTALLATION
CURB TRANSITION DETAIL
NOT TO SCALE
VARIES AS DIRECTED BY ENGINEER (6' MAX.)
TOP STRAND MIN. #10 GUAGE
� STAY WIRES MIN. #12-112 GUAGE
BOTTOM STRAND MIN. #10 GUAGE
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
STEEL
FILTER FABRIC
FILL SLOPE
GROUND LINE
11.5'
SLOPES= 3:1 1 1/2" PER FT
5' SIDEWALK
(TYP-)
L 1.5"-S9.5B SURFACE I 6" ABC UNDER
MODIFIED VALLEY 6"-ABC BASE CURB (TYP.)
CURB (TYP.) (NCDOT APPROVED)
ROAD B & ROAD C
W/ MODIFIED VALLEY CURBING (TYP.)
NOT TO SCALE
11.5'
NCDOT #5 OR #57
WASHED STONE
A
45 FT RAN
2' 18, 2'
1/4" PER FT 1/4" PER FT
" WIRE MESH
1/2" PER FT
SLOPES= 3:1
19-GUAGE HARDWARE CLOTH-�,
(J" MESH OPENINGS)
NCDOT #5 OR #57
WASHED STONE
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH-JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY-20 LBIACRE NITROGEN IN SPRING WITH NO
PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS
FERTILIZER.
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES RATE (LB/ACRE)
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES RATE (LBIACRE)
GERMAN MILLET 40
FALL
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN - DEC. 1-APR.15 -LATE WINTER AND EARLY SPRING
APRIL 15 - AUG.15 - SUMMER
AUG.15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBIACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LBIACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING
OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE
USED AS A MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
5' STEEL POST
4' MAX (SELF -FASTENER
In STEEL ANGLE TYPE)
- - ----
I
6"
CV /
�\\ 5 MINNOTE: SECTION A - A
. // //
/\\/\\ FOR CURB INLETS AND DROP INLETS
o \/\\/\\/\\/\\/ INLET PROTECTION
w //\�\//\//\// NOT TO SCALE
L FILTERANCHOR
FABRIC SKIRT
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
4.0'
GENERAL NOTES:
1.) IN THE FIRST 5 FEET FROM THE CURB CUT THE CONTRACTOR SHALL
PROVIDE A MINIMUM OF 5% SLOPE (0.25 FEET OF FALL) ALONG THE SWALE LINE
TO PROMOTE POSITIVE DRAINAGE AWAY FROM THE ROADWAY, KEEP GRASS FROM
INHIBITING POSITIVE DRAINAGE FROM THE CURB CUT.
2.) SWALES THAT CROSS SIDEWALKS SHALL BE BRIDGED AT THE OWNERS DISCRETION.
CURB CUT
NOT TO SCALE
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DEC 1 2014
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CV /
�\\ 5 MINNOTE: SECTION A - A
. // //
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w //\�\//\//\// NOT TO SCALE
L FILTERANCHOR
FABRIC SKIRT
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
4.0'
GENERAL NOTES:
1.) IN THE FIRST 5 FEET FROM THE CURB CUT THE CONTRACTOR SHALL
PROVIDE A MINIMUM OF 5% SLOPE (0.25 FEET OF FALL) ALONG THE SWALE LINE
TO PROMOTE POSITIVE DRAINAGE AWAY FROM THE ROADWAY, KEEP GRASS FROM
INHIBITING POSITIVE DRAINAGE FROM THE CURB CUT.
2.) SWALES THAT CROSS SIDEWALKS SHALL BE BRIDGED AT THE OWNERS DISCRETION.
CURB CUT
NOT TO SCALE
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MAY 3 1 2013

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PEI JOB* 07127.PE

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DEVELOPER:
RESERVE DEVELOPMENT COMPANY, LLC.
P.O. BOX 10879
SOUTHPORT, NC 28461
ENGINEER (CIVIL):
PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NORTH CAROLINA 28403
ATTN: TIM CLINKSCALES, P.E. [phone]
NOTICE REQUIRED
DESIGN DOCUMENTS FOR:
AT ST. JAMFS PLANTATION
BRUNSWICK COUNTY, NC
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR
TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
BRUNSWICK COUNTY
ATTN: LESLIE BELL
PH: 910-253-2657
PROGRESS ENERGY
PH: 1-800-6324949
PIEDMONT NATURAL GAS
PH: 910-799-7185
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTILITIES
BRUNSWICK COUNTY ENGINEERING
(WATER & SEWER)
ATTN: MR. JERRY PIERCE, PE
PH: 910-253-2657
BELL SOUTH
PH: 1-800-632-4949
TIME WARNER CABLE
PH: 910-763-4638
MAY 2013
PREPARED FOR:
RESERVE DEVELOPMENT COMPANY, LLC.
P.O. BOX 10879
SOUTHPORT) NC 28461
PH: [phone]
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VICINITY MAP
P = 4,000'
PREPARED BY:
PARAI\40U-NTE
EN G i N E E FR I N G. I N G
5911 Oleander Drive, Suite 201
Wilmington, North Carolina 28403
[phone] (0) (910)-91-6707 (F)
PROJECT # 081
T E
W ST_ JAMES
PLANTATION
SHEET INDEX
SHEET NUMBER
SHEET TITLE
C-0.0
COVER SHEET
C-2.0
SITE PLAN
C-3.0
GRADING & DRAINAGE PLAN
C-3.OA
DRAINAGE AREA MAP
C-3.1
POND 2 DETAILS
F MAY 3 1 2013
Y
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LEGEND
.
= PROPOSED STORM DRAIN STRUCTURE
= PROPOSED STORM DRAINAGE PIPE
= EXISTING CONTOUR
30=PROPOSEDCONTOUR
E
= PROPOSED INLET PROTECTION
LOD -
= LIMITS OF DISTURBANCE
= PROPOSED SILT FENCE
GRAPHIC SCALE
0 25 50 100 150
SCALE: 1 "=50'
SIGNATURE CLUB BLVD ROW — —
PERMIT RESERVE PHASE 2
_.
SI! A RE CLUB BLVD.
M/(PRIVATE)
_ i�
60' R(PRIVATE) f;�<. _.. � --`60
qE�
55
FF-77
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L- %.j I- I x V L- L-1 L- V L- Qv
(FUTURE DEVI
4W*
12
13
15
17
100, 0 100, 200'
SCALE: 1"=100'(Horiz.)
BY..-
12
13
15
17
100, 0 100, 200'
SCALE: 1"=100'(Horiz.)
BY..-

EXCAVATE POND
TO THE ELEV
SHOWN ON THE/
PLANS y
EXIST. GROUND/
TOP OF DAM EL.
61.0
-7
SPILLWAY EL = 60.25
LINE TABLE
LINE
LENGTH
BEAF
L1
78.23
L2
73.44
L3
56.30
L4
20.90
L5
54.39
L6
19.96
L7
38.15
L8
33.35
L9
7.03
L10
77.71
L11
43.74
L12
18.66
L13
5.05
L14
23.52
L15
23.21
L16
29.34
L17
33.49
L18
14.99
L19
19.52
L20
27.61
L21
27.53
CURVE TABLE
CURVE
LENGTH
RADIUS
C 1
10.41
5.00
C2
33.32
34.50
C3
62.59
36.50
C4
37.71
36.50
C5
24.76
63.50
C6
40.73
34.50
C7
18.91
31.00
C8
38.25
20.00
C9
30.68
20.00
C10
13.71
20.00
C11
23.98
40.00
C12
16.57
43.50
C13
32.99
16.50
C14
44.31
123.18
C15
35.99
25.50
C16
36.09
40.50
C17
14.47
40,50
C 18
44.25
20.50
C19
4.93
40.50
C20
15.06
59.50
C211
12.16
30.50
C221
11.77
5.00
NOTE:
1. FOR MAINTENANCE EFFORTS OR IN CASE OF 0
STORMWATER STORED BELOW PERMANENT POOL
2. ALL STORMWATER (INCLUDING ROOF DRAINAGE)
STORMWATER BMR
3. CONTRACTOR SHALL PROVIDE ANTI -FLOTATION
COMPACTED EARTHEN DAM
COVERED WITH 24" THK LAYER OF
CLASS-B RIPRAP.
RIPRAP OUTLET PROTECTION
WIDTH=20' LENGTH=VARIES
SPILLWAY THICKNESS=18" RIPRAP=CLASS-B
31 OUTLET TO EX. GRADE
FILTER FABRIC
COMPACTED EARTHEN
DAM COVERED WITH
18" THK LAYER OF
CLASS-B RIPRAP.
EMERGENCY SPILLWAY
NOT TO SCALE
WETLANDS ON THIS SITE DELINEATED BY LAND MANAGEMENT GROUP DETERMINATION APPROVED BY COE
ON JUNE 9, 2008.
1. ALL PROPOSED RESIDENCES SHALL DIVERT ROOF DRAINAGE TO STREET OR STORM DRAINAGE SYSTEM VA
GUTTERS, LEADERS AND UNDERGROUND SCHEDULE 40 PVC CONDUIT, IF
NECESSARY.
EXIST. GROUND/
TOP OF DAM
2
n..� '
�
NOTES:
-1= 1. COMPACT EARTHEN DAM TO 98%
MAX DENSITY (ASTM D-698)
2-REMOVE ACCUMULATED
SEDIMENT FROM THE POND
WHEN SEDIMENT REACHES A
DEPTH OF 1.5'. AS PER PLANS
STABILIZE ALL SLOPES ABOVE PERMANENT POOL EL.
TOP OF BERM _ 10:1 SHELF BELOW PERMANENT POOL
=� J �1 PLANTED WITH SUITABLE WETLAND
SPECIES OR VEGETATION.
'1h
10
-,,I 1 , (' I - DCD\I A AICKIT Onni
WET DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 10:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. IN A CHECKERBOARD PATTERN.
STORMWATER POND 'B' PLAN
SCALE : 1 "=40'
SEE PLAN
POOL ELEV + 0.5'
SH)
L
PERMANENT
POOL
AIL- SHP
W)
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NOT TO SCALE
POOL ELEV - 0.5'
CIA/AI C I-DAMCn T! U. 101 -1 n1101T1v l�
LANTS
4)
M
2'
Typ.
TYPICAL 200 SQ.FT. PLANTING DIAGRAM - 10.1 Slope
NOT TO SCALE
PLANTING SPECIFICATION NOTES
1. NO TREES OR WOODY SHRUBS ARE TO BE PLANTED ON THE VEGETATED SHELF OR
POND EMBANKMENTS.
2. ALL PLANTS SPECIES SHALL BE FROM THE NCDENR-DWQ APPROVED PLANT LIST FOR
SHALLOW WATER AND SHALLOW LAND HERBACEOUS PLANTS AND AS RECOMMENDED
BY A CERTIFIED LANDSCAPER OR SUPPLY NURSERY FOR THE APPLICABLE PLANTINGS
ZONE OR REGION.
3. SIMILAR SPECIES OF PLANTS ARE TO BE GROUPED TOGETHER.
4. THE PLANTING DENSITY SHALL BE 24" ON CENTER, WITH A MINIMUM OF 50 TOTAL
PLANTS PER 200SF OF VEGETATED SELF AREA.
DIMENSIONS: MATERIALS:
A: 72" FLAT PLATE: 1/4"
B: 72" FLAT ANGLE: 1 /4"
C: 6" BAR STOCK: #4
D: 6" HOLE SIZE: $"
E: 64" COATING: -N LA
F: 12" HINGED: NIA
TOP EL.
57.88
FRONT VIEW
PLAN
NOTE: CONTINUOUS
RUBBER WATER STOP AT
ALL CONSTRUCTION JOINTS
101 SHELF BELOW PERMANENT POOL
ALL POND SIDE SLOPES ABOVE PLANTED WITH SUITABLE:
PERMANENT POOL ELEVATION
VEGETATION.ARE TO BE STABILIZED
TOP OF BERM EL. 61.0 8' ---7 TOP OF BERM
100 YEAR EL. 60.84
10 YEAR EL. 59.55 TRASH RACK -) I I-! 1 1=1 11=1 (I- EMERGENCY SPILLWAY ELEV. 60.25
Y TEMPORARY POOL EL. 57.47 TEMPORARY POOL EL. 57.47 y 1 YEAR EL. 58.15 - i- I -
-1 11=1 11-1 I M I I-1.1=11 I I_
I I_� 5.0' TOP OF FORE BAY ,
_ I EL 56.5
III- Y PERMANENT POOL EL. 56.0 PERMANENT POOL EL. 56.0
_1 1=i I M 15
OVERFLOW STRUCTURE 6 1- i-
11-I
SEE DETAIL THIS SHEET I-1 -II
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132LF - 24" RCP @ 0,30°to
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__III .__._I I -_i 11--=1- 11=ITI�TI=T►- I I--1 i !-i i 1 _
MAXIMUM DENSITY COMPACTIONf�I Ii-(_ - =;- f-
- _ _ i
1� ( I -I" R FBI ISAY WALLi I I=11 i=11 I s I I=1i �1 1 I -1 I I= 1 11= 1 I =) 1=1 11=1 _ -[ - �i= I= O
I1=1 I I -III. t- ! 1=1 f �I i I =111=1 I I -11 i-i 11=1 11=I! 1=1 11=1 11-11 i-1 f 1-1 11;:4 11 I =-1 1 1 --1 --E - (1-1 1 I I��-I �, 1�1 11-i I 1 t I 1 4 -i i 1 I I I i ` III i 11- } (DWQ) SEDIMENT CLEANOUT EL. 50 I I I - - ! f E- - _ ! i (-
BOTTOM OF �ORERAY , cL.�1=111- i-1 I l BOTTOM OF POND EL. 49 I �) I I -!=I 1-I 1 I �_E..! i=111=111 1 1 1=111 I I{-111-) i=� I I-ill=1 I 111 11=1 1 f=1 (=1
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- L____._
PROVIDE HINGED AND LOCKAB
ROD FOR ACCESS HO
TRASH RACK
MODEL #144
'RECAST BOX
BOLTED TO CONC.
TRASH RACK DETAILS
NOT TO SCALE
NOTE:
1. THE FLOATING SKIMMER IS FOR EROSION CONTROL AND IS TO
BE IN PLACE DURING THE CONSTRUCTION OF THE PROJECT.
2. ONCE THE SITE IS STABILIZED THE FLOATING SKIMMER IS TO
BE REMOVED. THE ORIFICE TEE AND CAPS CAN THEN BE
INSTALLED.
INV. EL. 55.7
CONCRETE ANTI -FLOTATION
BLOCK FILL BOX TO 3.32'
DEPTH
/-RIP-RAP
TRASH RACK
MODEL #144
TOP EL. = 57.88
ORTI(t INV.
NWSE 56.0
6' PVC
_ Oi".1 EL. _
6" 6"
r5�x T PRECAST BOX
SECTION
OVERFLOW STRUCTURE
NOT TO SCALE
PLANTING SPECIFICATIONS
LOCATION
BOTANICAL NAME
COMMON NAME
SHALLOW
WATER
Acrus subcordatum
Sweetflag
Allisma subcordatum
Water plantain
Hydrolea quadrivalvis
Waterpod
Iris virginica
Waterpod Blue flag iris
Juncus dffusus var.
pylaei or solutus
Soft rush
Ludwigia spp.
Primrose willow
Peltandra virginica
Arrow arum
Pontederia cordata
Pickerelweed
Sagittaria latifolia
Duck Potato
Sagiftaria lancifolia
Bulltoungue
Saururus cernuus
Lizars's tail
Schoenoplectus
tabemaemontani
Soft stem bulrush
Schoenoplectus
americanus
Three -square bulrush
Schoenoplectus
pungens var. pungens
Scirpus cyperinus
Woolgrass
Zizaniopsis miliacea
Giant cutgrass
SHALLOW
LAND
Asclepias incarnata
Swamp Milkweed Quill
sedge
Carex tenera
Quill sedge
Chelone glabra
White Turtlehead
Eupatoriadelphus
dubius
Dwarf Joe Pye Weed
Eupatoriadelphus
fistulosus
Joe Pye Weed
Epatoriadelphus
maculatus
Spotted trumpetweed
Hibiscus coccineus
Scarlet rose mallow
Hibiscus laevis
Halberdleaf rosemallow
Kosteletzkya virginica
Seashore Mallow
Lobelia cardinalis
Cardinal flower
Lobelia elongata
Longleaf lobelia
Lobelia siphilitica
Great blue Lobelia
Rhynchospora
colorata
Starrush whitetop
Saccharum baldwinii
Narrow plumegrass
FLOATING SKIMMER
4" W/ 1.77" ORIFICE
6' THREADED PLUG
6' PVC TEE
6' PVC CAP w/ CO
DRILLED HOLE
SEDIMENT BASIN NOTES
I. POND IS TO USED AS A SEDIMENT BASIN DURING THE
CONSTRUCTION OF THE SITE.
2. ONCE THE SITE IS STABILIZED THE POND IS TO BE CLEARED OF
ALL SEDIMENT AND ANY NECESSARY REPAIRS ARE TO BE
MADE.
3. SEE SHEET C2 AND C4 FOR ADDITIONAL EROSION CONTROL
INFORMATION.
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THE
DESIGN DOCUMENTS FOR:
SIGNATURE CLUBHOUSE
AT ST. JAMES
PLANTATI011j
BRU SW "4 " I C N ICK COUNTY...,.-
DEVELOPER:
RESERVE DEVELOPMENT COMPANY, LLC.
P.O. BOX 10879
SOUTHPORT, NC 28461
ENGINEER (CIVIL):
PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NORTH CAROLINA 28403
ATTN: TIM CLINKSCALES, P.E. [phone]
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR
TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
11 It
BRUNSWICK COUNTY
ATTN: LESLIE BELL
PH: 910-253-2657
PROGRESS ENERGY
PH: 1-800-632-4949
PIEDMONT NATURAL GAS
PH: 910-799-7185
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
UUNIAUI CAROLINA ONE CALL Al
1-800-632-4949
CONTACT THESE UTILITIES
BRUNSWICK COUNTY ENGINEERING
(WATER & SEWER)
ATTN: MR, JERRY PIERCE, PE
PH: 910-253-2657
BELL SOUTH
PH: 1-800-6324949
TIME WARNER CABLE
PH: 910-763-4638
•
PREPARED FOR:
RESERVE DEVELOPiYIENT COMPANY, LLC.
P.O. BOX 10879
SOUTHPORT, NC 28461
.,SIT.
PH: [phone]
VICINITY MAP
F= 4,000'
PREP.&RED BY:
,A, RA
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5911 Oleanter Drive, Suite 201
Wilmington, Aorth Carolina 28403
(910) 791-670 (0) [phone] (F)
PROJET # 08142.PE
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PLANT-XFI'0N
SHEET INDEX
SHEET NUMBER
SHEET TITLE
C-0.0
COVER SHEET
C-1.0
BOUNDARY MAP
C-2.0
SITE PLAN,
C-3.0
GRADING & DRAINAGE PLAN
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C-7.0 - C-7.1
DETAILS
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#1 DETAILS
100 YR. EL. = 61.42 -- _
- -
- -
_
- -TOP EL. FORE BAY
- - 50 YR. EL. = 61.31 -
31 -
YR. EL. = 6'L 20
---
- -
-
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10 YR. EL. = 61.03 - - -
- - - -
-
- - -_ 1 YR. EL. = 60.53 -
- - -
-
1.5" RUNOFF STORAGE EL. = 60.40
-
-
- PERMANENT POOL EL. (NORMAL WATER SURFACE i 6 u -
1 W
FOREBAY
MAW POND
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BOTTOM EL. FOREBAY = 50.00
POND BOTTOM EL. = 50.00
SHWT EL. = 58.00 • 1 OF POND DEPTH IS FOR
FOREBAY ISDIVIDED FROM THE
FOREBAY AND STORAGE POND SECTION SEDiMENTACCUMiLATION
MAIN POND BY A SHEET PILE.
PER DWQ POLICY
NOT TO SCALE
GALVANIZED BAR GRATING 1"
x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
TOP OF RISER = 60.40
GALVANIZED ANGLE FRAME.
MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
2-1/2"SCH. 40 PVC
DRAWDOWN ORIFICE
1..
- ---- -- - - -._..
r--
OUTLET PIPE
(2) 24" CULVERT
8'x8' REINFORCED
CONCRETE BOX
6" EXTENDED BASE
(2) 24" RCP CLASS III
INV. UP = 60.00
INV. DOWN = 60.00
SLOPE = 0.00%
NOTE:
1. FOR MAINTENANCE EFFORTS OR IN CASE OF EMERGENCY,
STORMWATER STORED BELOW PERMANENT POOL SHALL BE
PUMPED.
2. ALL STORMWATER (INCLUDING ROOF DRAINAGE) MUST BE
CONVEYED TO THE APPROPRIATE STORMWATER BMP.
POND #1 OUTLET STRUCTURE SECTION
NOT TO SCALE
SOD ALL SLOPES ABOVE PERMANENT POOL EL
10:1 SHELF 6" ABOVE do 6' BELOW
PERMANENT POOL. PLANTED WITH SUITABLE
_ WETLAND SPECIES OR VEGETATION.
I-NV7 PERMANENT P(
�--� I I i •I11 9' POND
i-
POND #1 SECTION NOT TO SCALE
SUITABLE PLANTS
PICKERELWEED (PONTEDERIA CORDATA)
DUCK POTATO (SAGGITARIA LATIFO IA AND SAGGITARIA CARDINALS)
SWAMP ROSE (HIBISCUS MCSHEUTOS)
BLUE FLAG (IRIS VIRGINICA)
CARDINAL FLOWER (LOBELIA CARDINALS)
60.00
NOTES:
(1) PT 2X12 ATOP SHEET PILING FOR
1. STEEL SHEET PILES: SECTION PZ22,
FULL LENGTH OF TOP OF BAFFLE
CONFORMING TO ASTM A572N OIL 50
WALL. FASTEN TO 2X4 LEDGER W/
OR APPROVED E-QJIV. SHAPE.
(1) 8g EXTERIOR USE WOOD SCREW
(� 16" O.C. MAX. EACH SIDE
2, COATINGS: BY GLIDDEN OR APPROVED
EQUAL - GLID GUARD BITUNIASTIC, 2
COATS, 6 MILS DRYICOAT, BLACK NO,
(1) 1"0 GALV. BOLT @ 16" O.C. MAX.
81778.
TO FASTEN PT 2X4 LEDGER TO
SHEET PILINGS FOR FULL LENGTH
UNLESS NOTED OTHERWISE, COAT AS FOLLOWS:
OF BAFFLE WALL
A SHEET PILES: BOTH SIDES - JPPER 10
B. ALL RODS, MISCELLANEOUS PLATES,
(1) PT 2X4 EACH SIDE OF SHEET
PILING FOR FULL LENGTH OF TOP
OF BAFFLE WALL
CAP DETAIL
WALL
EXTEND SHEET PILE WALL INTO BANK A
PT LUMBER CAP. SET TOP OF @
MINIMUM OF 5'-0 FA SIDE
SEE DETAILN ELEVATION 60.0
POND
a'
STORMWATER MANAGEMENT
PROFILE (APPROX.) SEE SITE PLAN
it
VIEW FOR FURTHER DETAIL.
'i
PZ22 GRADE A572 (FY=50 KSI) STEEL
SHEET PILING AS REQ'D FOR TOTAL
LENGTH OF BAFFLE WALL SHOWN,
MAX. FREEBOARDHT= 10
MIN. SHT PILE EMBEDMENT=29
ELEVATION VIEW - SHEET
PILE
POND #1 SHEET PILE DETAIL
NOT TO SCALE
FILTER F
";z_OW STRUCT FE
:,EE --ETAIL)
� E,--- SHELF
10:1 SLOPE TYP.
ARC L. ID POND
POND #1 EMERGENCY SPILLWAY
NOT TO SCALE
(1) PT 2X12 ATOP SHEET PILING FOR
FULL LENGTH OF TOP OF BAFFLE
WALL. FASTEN TO 2X4 LEDGER W!
(1) 8g EXTERIOR USE WOOD SCREW
@ 16' O.C. MAX. EACH SIDE
(1) 1.0 GALV. BOLT @ 16" O.C. MAX.
TO FASTEN PT 2X4 LEDGER TO
SHEET PILINGS FOR FULL LENGTH
OF BAFFLE WALL
(1) PT 2X4 EACH SIDE OF SHEET
PILING FOR FULL LENGTH OF TOP
OF BAFFLE WALL
CAP DETAIL
NOTES:
1, STEEL SHEET PILES: SECTION PZ22,
CONFORMING TO ASTM A572N GR. 50
OR APPROVED EQUIV. SHAPE.
2. COATINGS: BY GLIDDEN OR APPROVED
EQUAL - GLID GUARD BITUMASTIC, 2
COATS, 6 MILS DRY/COAT, BLACK, NO.
61778.
U N L P SS NOTED OTHERWISE, COAT AS FOLLOWS:
A SHEET PILES: BOTH SIDES - UPPER 10'
B. ALL RODS, MISCELLANEOUS PLATES.
SET TOP OF WALL @ EXTEND SHEET PILE WALL INTO BANK A
PT LUMBER CAP. MINIMUM OF 5'-0• EA. SIDE
SEE DETAIL ELEVATION 57.0
STORMWATER MANAGEMENT POND
PROFILE (APPROX.) SEE SITE PLAN
VIEW FOR FURTHER DETAIL.
PZ22 GRADE A572 (FY=50 KSI) STEEL
SHEET PILING AS REQ'D FOR TOTAL
LENGTH OF BAFFLE WALL SHOWN,
FREEBOARD MIN. SHT PILE EMB DMENT = 10'
POND #2 SHEET PILE DETAIL
NOT TO SCALE
1 � W FOREBAY
a
TOP OF DAM EL. = 63.00
POND #2 DETAILS
2
EL. 61.00
2' EL.59.00
FILTER FABRIC --' 6" THICK CLASS'B' RIP -RAP -/
POND #2 EMERGENCY SPILLWAY
NOT TO SCALE
SOD ALL SLOPES ABOVE PERMANENT POOL EL. .
10:1 SHELF 6* ABOVE do 6" BELOW
PERMANENT POOL PLANTED WITH SUITABLE
_ WETLAND SPECIES OR VEGETATION.
II-III=1 10'
-I T
- _ PERMANENT E!
6
4' POND
POND #2 SECTION
NOT TO SCALE
57.00
SUITABLE PLANTS
PICKERELWEED (PONTEDERIA CORDATA)
DUCK POTATO (SAGGITARIA LAMFOLIA AND SAGGITARIA CARDINALIS)
SWAMP ROSE (HIBISCUS MOSHEUTOS)
BLUE FLAG (IRIS VIRGINICA)
CARDINAL FLOWER (LOBELIA CARDINALIS)
&T DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 10:1
SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING
INSTALLATION, GROUP SIMILAR SPECIES OF
PLANTS TOGETHER. INSTALL PLANTS 24'
O.P. IN A CHECKERBOARD PATTERN.
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 1/4"
TOP OF RISER = 57.65 GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
1.5" SCH. 40 PVC
DRAWDOWN ORIFICE
1.5" STORAGE ELEVATION = 57.61 I
NORMAL POOL EL. = 57.00
S�oo'z
�\/
/ (1) 18" CULVERT
OUTLET PIPE
(1) 18" RCP CLASS IV
INV. UP = 57.00
INV. DOWN = 57.00
SLOPE = 0.00%
4'x4' REINFORCED NOTE:
CONCRETE BCX 1. FOR MAINTENANCE EFFORTS OR IN CASE OF EMERGENCY,
STORMWATER STORED BELOW PERMANENT POOL SHALL BE
PUMPED.
2. ALL STORMWATER (INCLUDING ROOF DRAINAGE) MUST BE
r 6" EXTENDED BASE CONVEYED TO THE APPROPRIATE STORMWATER BMP.
POND #2 OUTLET STRUCTURE SECTION
NOT TO SCALE
_ 100 YR. EL. = 59.10 _
_ TOP EL. FORE BAY 50 YR. EL. = 59.02
25 YR. EL. = 58.81
-_ -10 YR. EL. = 58.33 _
- _ 1 R.
EL. = 57.76_ _
1.5' RUNOFF STORAGE EL.
- PERMANENT POOL EL. NORMAL WATER SURFACE) 51.00 -
W
MAIN POND
30TTOM EL. FOREBAY = 52.00 POND BOTTOM EL. = 52.00
SHWT EL. = 56.00 • 1' OF POND DEPTH IS FOR
FOREBAY IS DIVIDED
SHEET
THE FOREBAY AND STORAGE POND SECTION PERMENT WQ POLICY
ILATION
MAIN POND BY A SHEET PILE.
NOT TO SCALE
NOTE: ALL IMPERVIOUS AREA WILL BE DIRECTED TO THE STORMWATER BMPs.
OVERFLOW STRUCTURE
(SEE DETAIL)
1�
VEG SHELF
10:1 SLOPE TYP.
AROUND POND
TOP OF DAM EL. = 61.00
FINAL DESIGN - N OT R.FI- EASED FOR. CONSTRUCTION
y

CIA
-(IN)
UPSTREAM
DOWNSTREAM
PIPE DlA,
LENGTH (FT.)
-WIDTH (FT.)
WIDTH (FT.)
24(2)
12
12
16
2
18
8
5
10

PARM CALCULATION
TOTAL SITE REQUIRED PARKING:
• OUTDOOR RECREATION AREA (1 SPACE / 1,000 SF) = 62,850 SF (63 SPACES REQUIRED)
• INDOOR RECREATION AREA (1 SPACE / 500 HEATED SF) = 7,460 SF (15 SPACES REQUIRED)
• INDOOR AREA (1 SPACE / 250 SF) = 1 140 (5 SPACES REQUIRED)
NUMBER OF SPACES REQUIRED = 83 SPACES
[TOTAL PROVIDED PARKING: (142 SPACES PROVIDED)]
GRAPHIC SCALE
SCALE: 1 "=50'
_ _FAIRLAWN BLVD.
' 60' R/W (PRIVATE) ��'�•. _
l __.-----'ter , . .., .. ;, ,. ,. .-�` � -.._._.�„��-.,� - „_►w
oll
./� , .r —� �n �,... �� —yam __..`" -.•_.y ~� rr
1 18'
3 5 14
10 TREATMENT f�l~
/ POND #1 -" ,�
12' r WETLANDS
18' 9
91
- -- J 2�' \` �✓ j `
91
10' TRANSFORM R pOOk-
L ATION� NT
18' �viwlNG 9' /' �� STORAGE
r
POND #1 r' /
91
f / /
" J �% j/�� FITNESS %i i�,i, J ,, f• ; f, // _ -A ,., / /,i 1% /��
6
18,
POOL
8'
PAVILION
COVERED
CONNECTOR
jt 70DDLESq i i
2, '
/LtlI`p /1
R
%SNACK BAR
BUILDING PLAYGROUND
/ �UNDERGR UND
PROPANETANK_
GREASE TW
COURT #3
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SEP 2 6 2008

PARKW CALCULATKONS;
TOTAL SITE REQUIRED PARKING:
• OUTDOOR RECREATION AREA (1 SPACE / 1,000 SF) = 62,850 SF (63 SPACES REQUIRED)
• INDOOR RECREATION AREA (1 SPACE / 500 HEATED SF) = 7,460 SF (15 SPACES REQUIRED)
• INDOOR AREA (1 SPACE / 250 SF) =1,140 (5 SPACES REQUIRED)
NUMBER OF SPACES REQUIRED = 83 SPACES
[TOTAL PROVIDED PARKING: (142 SPACES PROVIDED)]
POOL
COVERED
r !/ i f
CONNECTOR
BAND
j PAVILION
It
/ ,�� j
i r` , TODDLER 4 ' 4 !d7' f / r /
WET DSf .
PLAYGROUND
NDS f/ PROPOS
/WE LA
GREASELOCATI
i / ,r✓
-UNDERGR UND
PROPANE
A
GRAPHIC SCALE
SCALE: 1'ffi50'
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