SW8030909_Approved Plans_20031201 (2)

oll 0
'i4,v,fy
41,
NOT TO SCALE aaa
OR r NORMAL CROWN
ED. 0 5w lw TYPICAL ROADWAY SECTION
I INCH -Sof -.1.6
�1� 7
A
r
su off k con -•
m 34.W ISOMETRIC NOT TO SCALE
Eaus
—m,4novwm SUPERELEIED
SILT FENCE DETAIL
TYPICAL ROADWAYVASECTION
NOT TO SCALE
26" FRAME AND GRATE 5' 22' UP TO 18" 5"
Ro
z
S
BRICK. BLOCK, CMU r
OR PRECAST BOX
PLAN
OUTLET PIPE ;4'
A
-7
TT_"
BASIN FRAME AND
GRATE MAY VARY IN SECTION
BJILT UPON CALCULATIONS.
CRUSHED STONE
NONESSENTIAL DIMENSIONS
KNOCK -OUT PANELS
PLAN TEMP. CONSTRUCTION
'wPmvOvs AREA:
SECTION IN ALL WALLS
ENTRANCE
BUILDINGS
-0.0
:1.1
A
- ----- 7&
EROSION CONTROL NOTES,
S=TS
PARKING
So
= 1.91
Ckw PATH '
DROP INLET
NOT TO SCALE
NOT TO SCALE
SIDEWALK
Go.
= 0.00 ft.
I
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.
OTHER (GRIN Cal %Ifi)
- 0.38
2. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED Am MAINTAINED TO
TOTAL
ISO..
STORM DRAIN 5CHFDUI,F.
RETAIN SMMENT WITHIN THE BOUNDARIES OF THE SITE. THE AREA OF DISTURBANCE
FOR THIS PROM IS UMIMD TO THE BOUNDARY OF THE TEMPORARY SILT FENCE.
ALL DISTURBED AREAS SHALL BE NONEROSIVE AND STABLE WITHN THIRTY (30)
TOTAL AREA - ILOB
3.80 as
GREEN.
.4
orr"IT,
OEM=
scr—rINEITTIM
WORKING DAYS OR 120 CALENDAR DAYS AFTER COMPLETION OF THE ACTIVITY.
8.08 ac. (100) = 47 X
WHICHEVER IS SHORTER
I CONSTRUCTION SEQUENCE:
3
JBP
A. INSTALL SILT FENCE DOWNSLOPE OF FILLED AREAS AND OTHER AREAS SUSCEPTIBLE
SHOW SWALES AND BERM
11/24/63
TO GULLYING AS NEEDED.
JBP
U. CMSTRUCT STORMWATER POND (TO SERVE AS SEDIMENT TRAP DURING
CONSTRUCTION).
2
REV. F-- WCOMIR COMMENTS
11/3/03
C. COMPLETE GRADING.
I
JBP
D. STABILIZE AND SEED ALL DENUDED AREAS AND FJDESLOPES.
ISSUED FOR RE EN
9-/15/03
4. REFER TO SEEDING SCHEDULE FOR SEEDING INSTRUCTIONS.
REVJ3Y
5. MAINTENANCE.' ALL.EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSPECTEDDESCRIPTION
WEEKLY AM AFTER EVERY RUNOFF PRODUCING RANFALL EVENT. NEEDED REPAIRSLIP&TE
4
Ga 35, 4141J WILL BE MADE IMMEDIATEI.Y. TOPDRESS IT-UPOkARY SEEDING WITH 50#/ACRE hall—N REVISIONS
am. IN MARCH. IF COVER IS NEEDED THROUGH THE FOLLOWING SUMMER. OVERSEER WITH
�MNuflun
SO#/ACRE K
REEN OBE LESPEDEZA.
6. WA)OMUM GRADED SLOPE SHALL NOT EXCEED THREE (3) TO ONE (1).
7 ONCE THE CONSTRUCTION HAS BEEN COMPLETED AND A GOOD
v'x ASH SCREEN
- - - - - - - - - - - VEGETATIVE GROUND COVER HAS BEEN ESTABLISHED. ALL TEMPORARY EROSION CONTROL = SEAL
7 MEASURES SHALL BE REMOVED.
_AL
W3
sm GENERAL NOTES
-4ILG t I.r DIA. STEEL PIPE
1 . TOPOGRAPHY INFORMATION PROVIDED BY ST. JAMES PLANTATION. IV2,11103
4G. 80 eot NOTE Z CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES BEFORE
L
TRASH2rEW 708
IN
O.C. I TWENDED ER%
FRAME: AFTER
G
BEGINNING CONSTRUCTION.
3. STORMWATER FROM ALL IMPERVIOUS SURFACES IS TO BE DIRECTED TO THE PROPOSED
PLAN
STORMWATER POND.
4 BUILDING ROOF DRAINS TO TE INTO PROPOSED STDRMDRAIN SYSTEM.
ASH SCREEN
5: THE STORMWATER POND IS TO BE LOCATED IN A RECORDED EASEMENT WITH A
MINIMUM OF A 10 AR -FOOT MAINTENANCE EA LOCATED AROUND THE PERIMETER.
EIRCY. BLOCK OR M
TO BOX
5. THERE ARE NO WETLANDS WITHIN THE PROJECT BOUNDARY ACCORDING TO THE
OWNERS CERTIFIED PROFESSIONAL ENViMMENTAUST, LAND MANAGEMENT GROUP.
7. ENTIRE
rSECLIRED
OF 3" SL
AREA TO BE DISTURBED.
Z FSTIXRAGE ENAOIN
NORMAL WATER
ORIFICE INVENT: 3&D MML
_113URFACE-34.0SL
12' Ir TO IV
%
N-1 I
PIPE
OLnLE7
MACH GALVANIZED TARE CLOTH24'
(11 MESH 0.020 WIRE)
1kr PER I'
1' 1/4* PER I'
CAPE FEAM
-------
EXISIM
LAGOON
INVERT:
32.5 MSL
SEE DETAIL FOR POND SECTION
N,
'A41
Engineering, Inc.
•
SHED STONE
FOCITI r
p BARS 0 12' O.C., Elt SIECnm
PDRD BOTTOM: 2ELO LIM
TYP. CART PATH SEC TION
...........
NOT TO SCALE
POND OUTLET
DETAIL RECEIVED
P NAM J. fthW
I 700�23
MULCHING Mkr66d�
APPdRATION RATES•
NOT TO SCALE
NON ? 6
DESIGN : J. Pbw
MUMEEIR
CHM; AJO.
—
I SOALE: M.W
MATERIAL
.
"
WAUTY
NOTES 1
—
1�
Z
PROM p6j&�41
10' MAINTENANCE ACCESS
APPROVED J. P~
I DATE 9 05 SEPT 03
/
2
CO PIPE
3.0
EMERGENCY SPLLWAI:
36.0 MEL
THE PLAYERS CLUB
TEMPO�AR*�E&NV
_5�17. STORAGE ELEVATION: �Sl ma,,_
CLUBHOUSE
rRAss TYPE
-I
IM71AL
i
112I.%N�ll SF.
—
OM L P2M.UVAI ELEVATION: 4.2.M&
_A �_ _ L _
AT
i 92AM-4mp w
PBS
i il
.. AN,
JAL 1-0
I
NA
N-A T
9UIQQMTW WETLAND SMIES PLANTINGS
BOTTOM OF
6 — — — — — — — — — — —
— —
ST. JAMES PLANTATION
ON &I VEGETATIVE 514EL.F (POND)
I
— — — — FOREELAY: 28.0 MEL
3 6
PERMANENT SEEDING
GENATIewim CprTmN
APPROV'"Fl
GRASS repE
1ODD
SEEDING
-_ INMAI
I N ANCE
COMWEIR
1-2 WIL
APR TNMI 4IME
25 LIM 10-I­
MMIOR -`m
EAGN FB`Wlscll
AM -
1 �� 10
1-2 UK N.
13 m 10-10_111
wS
SIN oil.
25 M ­T10
-
- 0"�1
1
um=�c
luL M.
m 143-10,10
m"m
0 m
— - I'mm
--.
1/2 -1 - -
NA
S.R. _h some.1 :­21
W. V-0cow POND BOT7OM:2a.O MSL WV-. '.'-"_' STORMWATER MANAGEMENT
tfttkhlb - r Owv ; w -.Jr
A-lopl. ft—to Wm.. la— AND
VEGETATE PCM SLOPES ABOVE PERMAN WITH ""U'suvv 0�29oq 4 EROSION CONTROL
BE
"DA aploss `EVELAm—F __ — POND WITH FOREBAY SECTION f __ . -
NOT TO SCALE 700-23 1 1._j

m
D
o>
3.
3
E
O
3
0
0
C.D
co
C_
CD
a
m
Cl-
cv
0
0
0
0
1 INCH = 50'
NORMAL WATER SURFACE-�
ELEVATION = 34.0' 11L
lu /
Jll� �4o
JL
Ji-
i
sll AIL '
x
_il-
MULCHING M
MATERIAL
RATE/PER'AO
E .QGALITY
NOTES
STRAW
i
-2 ns
Dry,,"uncho ed,
Should come from wheat or oats;
read by hand or machine; must
\
uneathered avoid weeds.
be tacked down.
TFMP,I'7RAR /_�F
DING'
_ifL. .JIL �.1,L sIL
- 1 2�154yW - - -
-,I,_ 32,751
7 46"
GRASS TYPE
AMOUNT
1000 S .
TIME OF
SEEDING
INITIAL
FERTILIZATION 1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
GRASS TYPE
AMOUNT
1000 SF.
TIME OF
SEEDING
FERTI ZATION 1000 SF.
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH - APRIL
12 LBS. 10-10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. - SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS, 10-10-10
FEB. - MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT. - OCT.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. - MARCH
1/2 TO 1 LB. N.
NA
WOpp
eN
ZL
FIB OST
�R FgeRlc NO
�
awR FFi l �
l�R D A'1%0 T
C
ISOMETRIC
SILT FENCE DETAIL
NOT TO SCALE
BRICK, BLOC
OR PRECAST
12" CRUSHED STONE
SECTION
rf A/ l r A A I fl
R VARIES
10' ROADS 10' ROADS
2-1/2" 1-2 BIT. PVMT.
}� 1 4":1 FOOT TIP 1/4*: 1 FOOT (TYP) y
ETIE
XISTING GRADE \\\�/\\\�� . //�\i\\i�\ . TIE TO
N 0 T TO SCALE EXISTING GRADE
B" COMPACTED ABC
NORMAL CROWN
TYPICAL ROADWAY SECTION
R/W VARIES I
10' ROADS 10' ROADS
2-1/2" 1-2 BIT. PVMT.
1/4*: 1 FOOT (TTYP
TIE TO
EXISTINGRAD.1/4":1 FOOT
G E �/�\i�\\\\ EXISTING GRADE
COMPACTED ABC NOT TO SCALE \ C
8"
SUPERELEVATED
TYPICAL ROADWAY SECTION
I��
W PLAN
I
l i y 35' t 15' t
N
L - - _ --J BASIN FRAME AND
GRATE MAY VARY IN SECTION 00
DCK-OUT PANELS
NONESSENTIAL DIMENSIONS TEMP. CONSTRUCTION
PLAN
IN ALL WALLS ENTRANCE
DROP INLET EROSION CONTROL NOTES: NOT TO SCALE
NOT TO SCALE
0
1
I
O
A
I�
N
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS.
2. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO
RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE. THE AREA OF DISTURBANCE
STORK DRAIN SCHEDULE FOR THIS PROJECT IS LIMITED TO THE BOUNDARY OF THE TEMPORARY SILT FENCE.
ALL DISTURBED AREAS SHALL 3E NONEROSIVE AND STABLE WITHIN THIRTY (30)
Line
Length
(ft)
Size
(in)
Nat'l
Slope
(%)
Invert
Down (ft)
Invert
Up (ft)
Rim El
Down (ft)
Rim El
Up (ft)
FESI-CB2
191
24
CPP
1.05
32.00
34.00
34.00
40.00
C132-C63
154
24
CPP
1.00
34.00
35.54
40.00
43 .00
CB3-CB4
136
18
CPP
1.00
36.04
37.40
43.00
43.00
C134-CI35
120
18
1 C P
1 1.00
1 37.40
1 38.60
1 43.00
1 43.00
FE56-07
125
30
CPP
156
3150
33.50
34.00
41.00
CB7-CB8
q4
24
CPP
1.00
34.00
34.94
41.00
41.50
C58-CBq
106
18
CPP
1.00
35.44
36.50
41.50
43.00
CBq-CBIO
013
18
CPP
1.00
36.50
37.43
43.00
43.00
CI37-CI3I1
156
18
1 CPP
0.50
34.50
35 8
41.00
1 3ci00
C II-C 1
116
18
C
0 50
35 8
35 86
3 00
3 00
CB12-CB13
73
18 1
CPP
0.51
35.86
3623
3q.00
41.00
PLAN
WORKING DAYS OR 120 CALENDAR DAYS AFTER COMPLETION OF THE ACTIVITY,
WHICHEVER IS SHORTER.
3. CONSTRUCTION SEQUENCE:
A. INSTALL SILT FENCE DOWNSLOPE OF FILLED AREAS AND OTHER AREAS SUSCEPTIBLE
TO GULLYING AS NEEDED.
B. CONSTRUCT STORMWATER POND (TO SERVE AS SEDIMENT TRAP DURING
CONSTRUCTION).
C. COMPLETE GRADING.
D. STABILIZE AND SEED ALL DENUDED AREAS AND SIDESLOPES.
4. REFER TO SEEDING SCHEDULE FOR SEEDING INSTRUCTIONS.
5. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSPECTED
WEEKLY AND AFTER EVERY RU14OFF PRODUCING RAINFALL EVENT. NEEDED REPAIRS
WILL BE MADE IMMEDIATELY. TOPDRESS TEMPORARY SEEDING WITH 50#/ACRE NITROGEN
IN MARCH. IF COVER IS NEEDED THROUGH THE FOLLOWING SUMMER. OVERSEED WITH
50#/ACRE KOBE LESPEDEZA.
6.
MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE (3) TO ONE (1).
TRASH SCREEN
7.
ONCE THE CONSTRUCTION HAS BEEN COMPLETED AND A GOOD
VEGETATIVE GROUND COVER HAS BEEN ESTABLISHED, ALL TEMPORARY EROSION CONTROL
MEASURES SHALL BE REMOVED.
GENERAL NOTES:
1.5" DIA. STEEL PIPE
1.
TOPOGRAPHY INFORMATION PROVIDED BY ST. JAMES PLANTATION.
NOTE:
2.
CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES BEFORE
TRASH SCREEN TO BE #4 REBAR @ 6"
BEGINNING CONSTRUCTION.
O.C. +- E.W., WELDED TO 3x3x1/8 ANGLE
FRAME; HOT DIP AFTER FABRICATION
3.
STORMWATER FROM ALL IMPERVIOUS SURFACES IS TO BE DIRECTED TO THE PROPOSED
STORMWATER POND.
4.
BUILDING ROOF DRAINS TO TIE INTO PROPOSED STORMDRAIN SYSTEM.
5.
THE STORMWATER POND IS TO BE LOCATED IN A RECORDED EASEMENT WITH A
TRASH SCREEN
MINIMUM OF A 10-FOOT MAINTENANCE AREA LOCATED AROUND THE PERIMETER.
6.
THERE ARE NO WETLANDS WITHIN THE PROJECT BOUNDARY ACCORDING TO THE
BRICK, BLOCK OR CMU
OWNERS CERTIFIED PROFESSIONAL ENVIRONMENTALIST, LAND MANAGEMENT GROUP.
SECURED TO BOX
7.
ENTIRE AREA TO BE DISTURBED.
TOP OF OUTLET: 35.1 MSL
OIL
TEMP. STORAGE ELEVATION
NORMAL WATER
SURFACE=34.0 MSL
ORIFICE INVERT: 34.0 MSL IS 1
1" 2
24" PIPE ATTACH GALVANIZED WIRE CLOTH
OUTLET - (8 MESH 0.020 WIRE)
INVERT: III <
32.5 MSL I _
4 .4 I III SEE DETAIL FOR POND SECTION
6" CRUSHED STONE - FOOTING
nn C�nnr,C�nn�, nrin�f POND BOTTOM: 28.0 MSL
#4 BARS @ 12" O.C., E.w. SECTION
POND OUTLET DETAIL RECEIVED
NOT TO SCALE
SUGGESTED WETLAND
SPECIES PLANTINGS
ON (od VEGETATIVE SHELF (POND)
GENUS/SPECIES
COMMON NAME
Juncus effusus
Soft rush
Iris versicolor
Blue flag
Distichlis spicato
Spike grass
Asclepias incarnate
Swamp milkweed
VEGETATE POND SLOPES ABOVE PERMANENT
WATER LEVEL AND SCALE SIDE SLOPES WITH
BERMUDA GRASS
t4dv QJ
8' TO 11'
W/ , .
TYP. CART PATH SECTION
NOT TO SCALE
nwe 10' MAINTENANCE ACCESS
3.0 PROJ # �jW g d 0 D-q EMERGENCY SPILLWAY:
\/ S.D. PIPE - - 36.0 MSL
^ TEMP. STORAGE ELEVATION: 35.1 MSL
_ 3 - - - - - - _ 1 NORMAL POOL ELEVATION: 34.0 MSL
�1
BOTTOM OF
FOREBAY: 28.0 MSL 6 3 3 6
rr7novrn
POND BOTTOM:28.0 MSL NC is c : r_... ,ITAL
Date
POND WITH FO R E B A Y SECTION StW4.-icte4 Pellint �° ° (9goq
NOT TO SCALE
ST. JAMES
PLANTATION
PROJECT
r SI TE
4
S.R. 1102
ATLANTIC INTRACOAST
AL WATERWAY
VICINITY MAP - NOT
LEGEND
SILT FENCE
404 WETLANDS _,L _,IL
111_ .1IL _11L 11
PROP. CONTOUR
EXIST. CONTOUR ---- ---
PROPOSED SPOT EL.
PROJECT BOUNDARY - - - -
DRAINAGE AREA 111 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1{{! I I
BUILT UPON CALCULATIONS:
IMPERVIOUS AREA:
BUILDINGS = 0.93 ac.
STREETS = 0.58 ac.
PARKING = 1.91 aC.
SIDEWALK = 0.00 ac.
OTHER (Golf Cart Path) = 0.38 ac.
TOTAL = 3.80 ac.
TOTAL AREA = 8.08 ac.
3.80 ac. (100) = 47 %
8.08 ac.
JBP
3
SHOW SWALES AND BERM
11/24/03
JBP
2
REV. PER NCDENR COMMENTS
11/3/03
JBP
1
ISSUED FOR REVIEW
9/15/03
REV.
DESCRIPTIONREV
Y
DATE
REVISIONS
CA
SEAL.
028858 =
®err
lli
STO
PLA N TATI O N
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
Belville, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN
J. Petroff
PROJECT
NUMBER 700-23
DESIGN J. Petroff
CHECK:
A.Mills
SCALE Noted
APPROVED
J. Petroff
DATE 08 SEPT 03
THE PLAYERS CLUB
CLUBHOUSE
AT
ST. JAMES PLANTATION
414
STORMWATER MANAGEMENT
AND
EROSION CONTROL
PROJECT NUMBER
700-23
SHEET NUMBER
1