SW7080818_APPROVED PLANS_20080911

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 3!eoff/g
DOC TYPE
❑ CURRENT PERMIT
LWAPPROVED PLANS
(❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE'2Q0���
YYYYMMDD

y
i
UTILITY/MUNICIPALITY
CONTACTS
A. City of New Bern, North Carolina
E. NCDENR—Div. of Water Quality
Engineering Department
943 Washington Square Mall
P.O. Box 1129
Washington, NC 27889
New Bern, NC 28563
[phone] phone
[phone] phone
Contact: Scott Vinson
Contact: David Muse, PE
F. Buried Cable Location
B. City of New Bern, North Carolina
ULOCO
Electrical Department
[phone]
Carl Toler
Office; [phone]
G. North Carolina Dept. of Transportation
Division 2, District 2
C. Sprint /Telephone
209 South Glenburnie Road
Dennis Strickland
New Bern, NC 28560
Office; [phone]
[phone] phone
Fox; [phone]
Contact: Reed Smith, PE
(or)
Janet Duke
Office; [phone]
D. Cox Communications /Cable TV
Marcus Edwards
Office; [phone]
Fax; [phone]
CAR
CALL NC ONE CALL
BEFORE YOU DIG
STOP
1-800-632-4949
,AVOID UTILITY DAMAGE/
OLINA C
N1
SHOPPING CE
PHONE# [phone]
NEW MARKET HDS4 LLC
1121 MILITARY CUTOFF ROAD, SUITE P
WILMINGTON NC 28405
910-256-2211
URS
NJ ER
OUTPARCEL
3
v
! �NFKW&CREED
2807 Neuse Boulevard Bldg 5
New Bern NC 28562
Phone: ('52) 633-5899,
Fax: [phone]
www.mcki-ncreed.com
o a
o �
CQ
SHOPS
0
0C
KI
OUTPARCEL
2
PROPOSED
SEAL
021553
y.® �&
J. f
neneu+ °�
SHEET INDEX
SHEET # FILE # DESCRIPTION
1
G-001
COVER
2
CS-101
SITE PLAN
3
CS-102
LANDSCAPING PLAN
4
CG-101
EXISTING TOPOGRAPHY SITE PLAN
5
CG-102
STAGE 1 EROSION CONTROL PLAN
6
CG-103
STAGE 2 GRADING, DRAINAGE & EROSION
CONTROL
6A
CG-104
DRAINAGE AREAS PLAN
7
CU-101
UTILITY SITE PLAN
8
CU-701
UTILITY PLAN & PROFILE
ALIGNMENT A (STA 10+00 —
24+50)
9
CU-702
UTILITY PLAN & PROFILE
ALIGNMENT A (STA 24+50 —
35+82)
10
CU-703
UTILITY PLAN & PROFILE
ALIGNMENT B (STA 10+00 —
20+00)
11
CU-501
UTILITY DETAILS
12
CG-501
GRADING DRAINAGE AND EROSION
CONTROL DETAILS
13
CG-502
STORMWATER WETLANDS PLANTING
PLAN & DETAILS
14
CG-502A
STORMWATER OUTLET AND EROSION CONTROL DETAILS
15
CT-501
ROAD, PARKING, & SIGNAGE DETAILS
10
GInc2
GENERAL CONSTRUCTION NOTES &
GEM! TRA'IzEER TRYGI4 TRAFFIC PATTERN
LEGEND
O -- —
t e 0 0
N K P. . O
O -- —
HARRIS TEETER $
w _ 0
SHOPS a 't
IUn
0
PRELIMINARY PLANS
NOT RELEASED FOR CONSTRUCTION
DUNE, 2008
GENERAL PLAN
CARCLINA COLOURS
SHOPPING CENTER
--

R5�
I
In I HANDICAP SPACES PER ADA: NN
/ REQUIRED: 8 TOTAL 1 VAN ACCESIBLE ro
/ PROVIDED: 8 TOTAL 1 VAN ACCESIBLE _,.,�` LOT 7 N m
/ r ` 7 31 + ACRE
/
UNDISTURBED
[ADDRESS NOT ASSIGNED]
�r
ZONE R8
0
i
N
ARBORETUM
ROAD LLC �p
PIN: 7-104-9002to
^ /
DB/PG: 2259 / 0834 O• /
AREA RESERVED FOR
FUTURE VEHICULAR ACCESS-
10' TYPE 'A" SCREEN AS REQUIRED PER CITY OF NEW BERN
PARKING SUMMARY 7Yrn
USE
CLASSIFICATION (2,21)
REQUIRED
(5/1000 sq ft GFA)
PROVIDED
TOTAL SHOPPING CENTER
340
340
+1/ island = 60
400 (5.88/1000 sf)
HARRIS TEETER EXP.3
OTAL SHOPPING CENTER
378
380
+1/ island = 60
440 (5.86/1000 sf)
S
_ Dt
5 I
(THIS AREA TO BE RESERVED FOR HT
LAIDOWN & CONSTRUCTION TRAILER I
DURING CONSTRUCTION)
ZONE C3
\ 2
A
323.55' _ 13
,Yr1• \ srriz'osT sr9537r'c O �..
_ _ $I ZY MS'95F
15 SO aZ -► Y 5654'
/ i/ 1253- II P �I 303,5" ,h\ h
y S�tITs,�d'Mry'E
-'MILLA - -HENRY
- & EL-
L PEAKSN7T36'02W - 231.05' g e .1 - r PIN: 7-o55-scTI-0oe-W -- 2_ N/F3'2 a N77
ow
1s DB/PG: 0829 0288
UNDISTURBE OUTPARCEL4 FC sOUTPARCEL5 1.20± ACRES 3 s is
I-7T '
1.53± ACRES [2081 WATERSCAPE WAY] -
18 10 S1736'02'E I N/F
ERIC & RUTH MCHALE BUETTNER
a OUTPARCEL3 N OUTPARCEL2 h Qd - 1s
ADDRESS NOT ASSIGNED] �� I I ro� o _i • 7 208.6T I 7-055-SCTI-005
do' + 1.03 ± ACRES N 10 2 / N 1.38 _ACRES
„ I N ' 19 1240 0450
`�' n v I a � N [2071 WATERSCAPE WAY] [2061 WATERSCAPE WAY] NN- 4- w O ti
No v a 3 24.0'x36.0' HARRIS TEETER N3 I n
N I I I y} yy (� HIRING FIELD OFFICE t, L�
PYLON SIGN i I t Fei�c N of
W I LOCATION I I I - !" OUTPARCEL 1-
c� 2r - 1.240 ± ACRES -
W
---_ C . FC C I FC _25 MBL _- - _ - [ Ot-2009 WATERSCAPE W GN $
y t
R_g3Q0 \` - - - _ � t � HES R n. L�.i _
--. - � 20 AY] I N/F
D ye
"'.a ZONE C3 - r-
- - - _
\ I 51646'15 E I PIN: 7-055-SCTI-004
1 DB/PG: 1066 / 0343
�\ W 700.57' �r V V gP(VtU� 1v`
M \ C p W VV\� CIL DITCH _ Ilap g4 ' EX. HYD. 0' TYPE C SCREEN ^ _- -- -
FM m W W EX. 10"'.,WATER MAIN �J W y W W W W W W W W � e" NORTHCA:.01_INAENVIRONv1ENTAL
\ W
W W Z � ) \ DNIVISAON Of'Nf �M1 eLl 1 j
� I
M WA TERSCAP WAY - W R�9 0? ,D /
_ k EX. 10"'X8" CROSS `\ � �?p �- ' 9 y � „ Z �\ N F
8" GV &CAP _ - _ f3 - _ _ z4' O p r he - _ LU. 8M H �ti �� O ( (_, 1 WILLIAM R & SANDRA L LARIOS
Fly \ M \\J�
P n
r 1
SITE SURFACE AREAS
SITE AREA IMPERVIOUS LAWN
SITE PERVIOUS
S Ft Acres (Sq Ft) (Sq Ft)
SHOPPING CENTER
LOT 6 522,428 12.00 372,281 170,147 28.74X
OUTPARCEL #1 54,035 1.24 40,526 13,509 25%
OUTPARCEL#2 44,870 1.03 33,653 11,218 25%
OUTPARCEL#3 60,295 1.38 45,221 15,074 25%
OUTPARCEL#4 52,171 L20 39,128 13,043 25%
OUTPARCEL#5 66,818 1.53 50,114 16,705 25%
LOT #7 318,612 7.31 232,929 85,683 26.89%
TOTAL 1,119,229 25.69 813,852 1 305,377 27.28%
FM FM FM -- FM FM FM FM FM -f�- FM FM FM FM FM FM FM FM
GENERAL NO EX 10"' FORCE MAIN �
1. EXISTING WATER AND SEWER INFORMATION FROM RECORD I EX ELEC.
U TIL BOX
DRAWINGS OF WATERS
awB%a�g1_ 0�.,� r0� PIN: 7-055-SCTI-003
-P. a
Cv., .O I DB/PG: 1278 / 0198
\ • 1 C.l'�l0'la �� 10
M I a
- FM FM FM FM
FM t FM-B �4-0 b e I
FM \\ \ 0.
FM , z•"v���i N/F
20' BUFFER ow1b O WILLIAM C DANIELS
p PIN: 7-055-SCTI-002
CAPE "Al. -- -� _ 24 Al o�i J ad��, I OB/PG: 0849 / 0235
2. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE \ 4 9 JS, aa69z - 2 „9z,9c.tl N
NOTED, ZONE C3 zo' euAER YARD R spy 4Fy \ \ y 4 J"
3. ALL RADII ARE FOR BACK OF CURB �g6g3 oy\ r6
4. UTILITIES TO BE CONSTRUCTED TO THE CITY OF NEW BERN
SPECIFICATIONS.
5. HANDICAP SPACES AND RAMPS SHALL BE CONSTRUCTED AND 60' 0 60' I 120'
MARKED ACCORDING TO NORTH CAROLINA BUILDING CODE. �p PROPOSED M s \ �' N/F
DOORS ACCORDING TO ADA FOR HANDICAP ACCESS SHALL BE r STORMWATER WETLANDS/ \ \ 1 (y CAROLINA COLOURS ASSOCIATION INC
PIN: 7-104-12001
PROVIDED. SCALE: 1 "=60 (Honz.l) N oo fl, DB/PG 2626 / osm
\x DETENTION \ �M \ ? 6. ALL RUNOFF FROM EXISTING A.ND PROPOSED IMPERVIOUS AREAS �' P.P.EL. 18.5 !11 `
?I�Ij'
ON THIS PROPERTY SHALL BE DIRECTED TO FLOW TO THE AREAAPPX.I18.5ACRES
STORMWATER WETLANDS ACROSS WATERSCAPE WAY DRAINAGE EASEMENT \
7. SEE ARCHITECTS PLANS FOR ALL DIMENSIONS OF THE HARRIS I � \
TEETER BUILDING AND RETAIL SHOPS. \ AREA 5.01 ACRES
8.
FM FM FM -- FM FM FM FM FM -f�- FM FM FM FM FM FM FM FM
GENERAL NO EX 10"' FORCE MAIN �
1. EXISTING WATER AND SEWER INFORMATION FROM RECORD I EX ELEC.
U TIL BOX
DRAWINGS OF WATERS
awB%a�g1_ 0�.,� r0� PIN: 7-055-SCTI-003
-P. a
Cv., .O I DB/PG: 1278 / 0198
\ • 1 C.l'�l0'la �� 10
M I a
- FM FM FM FM
FM t FM-B �4-0 b e I
FM \\ \ 0.
FM , z•"v���i N/F
20' BUFFER ow1b O WILLIAM C DANIELS
p PIN: 7-055-SCTI-002
CAPE "Al. -- -� _ 24 Al o�i J ad��, I OB/PG: 0849 / 0235
2. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE \ 4 9 JS, aa69z - 2 „9z,9c.tl N
NOTED, ZONE C3 zo' euAER YARD R spy 4Fy \ \ y 4 J"
3. ALL RADII ARE FOR BACK OF CURB �g6g3 oy\ r6
4. UTILITIES TO BE CONSTRUCTED TO THE CITY OF NEW BERN
SPECIFICATIONS.
5. HANDICAP SPACES AND RAMPS SHALL BE CONSTRUCTED AND 60' 0 60' I 120'
MARKED ACCORDING TO NORTH CAROLINA BUILDING CODE. �p PROPOSED M s \ �' N/F
DOORS ACCORDING TO ADA FOR HANDICAP ACCESS SHALL BE r STORMWATER WETLANDS/ \ \ 1 (y CAROLINA COLOURS ASSOCIATION INC
PIN: 7-104-12001
PROVIDED. SCALE: 1 "=60 (Honz.l) N oo fl, DB/PG 2626 / osm
\x DETENTION \ �M \ ? 6. ALL RUNOFF FROM EXISTING A.ND PROPOSED IMPERVIOUS AREAS �' P.P.EL. 18.5 !11 `
?I�Ij'
ON THIS PROPERTY SHALL BE DIRECTED TO FLOW TO THE AREAAPPX.I18.5ACRES
STORMWATER WETLANDS ACROSS WATERSCAPE WAY DRAINAGE EASEMENT \
7. SEE ARCHITECTS PLANS FOR ALL DIMENSIONS OF THE HARRIS I � \
TEETER BUILDING AND RETAIL SHOPS. \ AREA 5.01 ACRES
8.
THERE ARE NO HISTORICAL SI,ES THAT ARE LISTED WITH THE
U.S. DEPARTMENT OF INTERIOF NATIONAL REGISTER OF HISTORIC
!
PLACES ON THIS PROJECT.
V
\
9.
THERE ARE NO WETLANDS IDEJTIFIED ON THIS SITE,
A
10.
THIS PROPERTY LIES WITHIN ZONE X AREAS DETERMINED TO BE
OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN, ACCORDING TO
FIRM(S) CITY OF NEW BERN, COMMUNITY NUMBER 370074,
\ 7-
PANEL 5469-J, MAP NUMBER 3720546900J, EFFECTIVE DATE
N
JULY 02, 2004 & CITY OF NEN BERN COMMUNITY NUMBER
0
370074, PANEL 5479J EFFECTVE DATE JULY 02, 2004.
+
CEMETERY
_
N\ m
11.
VEHICULAR ACCESS CONNECTION TO BE PROVIDED ACROSS
F
COMMON PROPERTY LINES BETWEEN OUTPARCELS 2 AND 3 AS
F A
V 'ti
WELL AS BETWEEN OUTPARCELS 4 & 5. FUTURE LOCATION TO BE
\
DETERMINED.
A
>
PARKING
FACILITY
DESIGN NO
1.
ALL PARKING STALL MARKINGS AND LANE ARROWS SHALL BE
WHITE.
V \
2.
ALL OTHER PAVEMENT MARKINJS, SIGNS OR OTHER TRAFFIC
-
CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION
AND/OR INTERPRETATION OF THE MANUAL ON UNIFORM TRAFFIC
�
CONTROL DEVICES (MUTCD .
)
'�--
- a
3.
NO OBSTRUCTIONS WILL BE AL -OWED ADJACENT TO A PARKING
`
STALL WHICH WOULD PREVENT SAFE INGRESS AND EGRESS FROM
RIPARIAN BUFPER
`
A PARKED VEHICLE.
4.
PARKING IN FIRE LANES AND IA NON-RESIDENTIAL DRIVEWAYS
�►
SHALL BE PREVENTED BY STANDARD SIGNS AND AS NEEDED BY
� -
\' w
\
PORTABLE BARRICADES.
\
I
changed text on Lot 4 from 1.23 to 1.20 acres, added subdivision line between lots 5 and 7, revised Site Surface Areas chart, modified Outparcel 5
7/6/09
2
added "FUTURE" to shop areas, divided southern shops Into two 6,00 sf areas, removed curb cuts to outparcels, shaded drive along eastern edge,
10/6/09
removed references to 2c, revised impervious surface chart
REV.NO.
DESCRIPTIONS
DATE
REASIONS
SEAL i SF AI
��OFoCA , 7e°°��_
SEAL
021554
�VG INI °°
7P��,;
11rc JF . R .�
��xccllln llc"� q
v MFIQM&CREED
2807 Neuse Boulevard, Bldg 5
New Bern, North Carolina 28562
Phone: [phone], FDx [phone]
www.mckimcreed.com
� I
I
I
`yy
\h,
O,p Ass
�
R69c
yy
J�
ZONE R8
k0 0
II
S,W
50' RIPARIAN BUFFER
TOP -OF -BANK
- - -
- --- I T-O I�­,OF-9?NK N18'10'06"W
F�
I
N39 0 94 / / N22'02'03""W _
F I
F -� 340.74'
156, 82'
404 WfTLAND�
F
I
NEW MARKET HDS, LLC
1121 MILITARY CUTOFF ROAD, SUITE P
WILMINGTON NC 28405
910-256-2211
CAROLINA COLOURS
SHOPPING CENTER
NEW BERN, NORTH CAROLINA
SITE PLAN
3„SS,8F.S lS
dv
'� 60 mlN
DATE:
December, 2008
MICE PROD.
# 014210007
DRAWN
RJL
DESIGNED
RJL
CHECKED
EJF
PROD. MGR.
EJF
SCALE MCE FILE NUMBER
CS101 HORIZONTAL:
DRANING NUMBER
1"=60' 1r
VERTICAL: C% J
NA
STATUS: REASION
RELEASED FOR CONSTRUCTION

\\ tASC
NorEs
STORM SEWER STRUCTURE DATA EX1577NG / \', \ �• \\ `\ \\, \ \ \\\, \ \` \3 70--5x5x1.8
1.STORMWATER WETLANDS TO ACT AS TEMPORARY SEDIMENT BASIN DURING \ `\ \ \ \
ROCK CHECK/ \, \ `,.� \ \ Rl RA \ =RAP R11T1 7ER \ /
STRUCTURE
TYPE/NUM
SIZE
TOP ELEV
BOT ELEV
DI #1
2'x3'
2 .90
19.66
DI #2
2'x3'
23.27
19.14
DI #3
2'x3'
23"27
18.98
CB #6
2'x3'
24.55
1 18.70
CB #7
2'x3'
24.59
18.67
CB #8
2'x3'
24.88
19.11
CB #9
2'x3'
25.36
18.88
CB #10
2'x3'
24.41
18.83
CB #11
27x3'
24.41
18.78
CB #12
2'x3'
25•DO
18.47
CB #13
2'x3'
25.09
19.01
CB #14
2'x3'
24.99
18.39
DI #16
2'x3'
24.74
18.30
CB #16
2'x3'
24.49
19.88
CB #17
2'x3'
25.15
99.47
CB #18
2'XX
25.33
19.20
CB #19
2'x3'
26.54
19.10
CB #20
2'x3
24.1
18.69
DI#21
21x3'
24.62
18.85
DI #22
27x3'
24.43
18.53
DI #23
TxX
24.89
18.41
DI #24
2'x3'
24.92
18.60
DI #25
27x3'
24.22
18.21
CB #26
27x3'
24.29
18.96
CB #27
2'x3'
26.07
18.83
CB #28
2'x3'
26.69
18.40
CB #29
2'x6'*
26.18
18.11
CB #30
2'x3'
23.63
19.52
1
PROPERTY
60' 0 60' 120' BOUNDARY
- - �tiracy� o •et -
-------- - ---
SCALE: 1"=60' (Horiz.) -� ce t PIPE�� e-\\\`.,.. _ ®p r\�-Y� v� ai� / C81e
LIMITS OF l I 2S ___YB
DISTURBANCE \ N WI I / \ ?s Pe�En
\y " qp e' PVC oR /
O' (TW.) / \\ _ C \ "T9`. x 1. FROM ROOF DO 1S /
27 . ' ----
28
\\`\NRE
/ \
/ \\ It,/
26
\c't I ITl
DU
PPEJ
Cox
If \�
\ PROPERTY / `A, iy ---- \
w BOUNDARY / / / it\ , 9 \
' i;� HARRIS TEETER , 2�
fill)]
(48f 756 SQFT.)
PE 'NAY] ---� - i41d [2031 WATERSCA_.,.y.'., \
/ \ \------ N ulll FFE 28.0
Is I \ 1 SHOPS I iil1 DITCHES TO BE MUCKED SHOPS \\
\ \ \ 19 OUT AND FILLED PER \
_ _- 12,000 SF ii CEOTECHNICAL ENGINEERS \ 7,,200 SF N
Is, ``� I ' \ _ ,I [2033-2045 WATERSCAPE WAY] N tl;fi SPEClnCA77ONS ,-(2021-2029]
8 I -_ - ---•1",­­---• 28.0
r \
/
/! // / 4% /ryh \ l '�� I yr• G 26 �� A
Is
\ RER \ / l / - - / I '\ / \
1 NG ITCHES TO BE MUCKED ALM -?5- \
DITCH OUT AND nLLED PER
GE07ECHNICAL ENGINEERS
DITCHES TO BE MUCKED ` 61v--26�`?s
OUT AND FILLED PER o ' - 27 - - - (\ 5' / \6 I \ \ 'ems
i \ GE07ECHNICAL m p I \ 27 1 7 'a tib N
ENGINEER'S N� - - - Ii rn y6
',A SPECinCA77ONS I ye OUTPARC L 4 I l I I A
TEMPORARY ROCK'S OUTPARCEL 5 1.23t ACR S s I I ��� I I l';;i uz t's°
/
/
I
I,
SILT FENCE (T),P.) \
i
\
1
M1b ti6/l l l l l ll -(IRBANCETypd
-
r
16.
_ I I
PARKING-
___ I
C91e I !
--------------
\
� 8 I O
CHECK DAM (TIP.)
[2081 WATERSCAPE AY] I - ( CE.8tRETs OUTPAfl'
g;lADDRESS NOT ASSIGNED] 103tACRES 6
'^�ACRES`\
[2071 WATERS[2061 WATERSCAPE WAY]'TEETER
- - - - - - - -
LIMITS
L, � �F HIRING FIELD OFFICE ma
e-DISTURBANCE __ OUTPARCEL 1
h TRu nON 1.240 tACRES
°
'I Jill
-- SILT FENCE
ENTRANCE[2001-2002 WATERSCAPE WAY] I
- -
Vv
26
>\\ '• ' --z4_ ?S _ ` GAS - _
- - - -
�,AS�J SAS - -- -GFS._ -A. 5,.. `, GAS ---- r.•." _-/1
_cAs- - __ '"--
- - -
,
\ \ - _ - -- __ __ -
\ \ \ W - `� '"- _ _ -- `r� , W.----- - - ----- W
- --
^n
W
I
\\ --- ��� __ ,- L .-�L� WA WA _ _ w 0 t1� ,
_. W
}-
\ ,
-------1ri--,�.����• 3 R7N5 5x5x1.8
>
RIP -RAP WITH FILTER
I _
CLOTH
-
D
G ROCK CHECK - --- -' � - - - -
- - Ex1577N 2 DAM \
---
_ - __ - _ _ - , '- - -- _ 21: RIPRAP W/ FL TER - so54p,
- - _--------- --- - -- `\ -------._._ ------CLO7N__..._
- -- -- 2- - ? _ 11
11
---- ----- - - - ---- �, S Av r/ Ns,
\ h
-- - \
,ao� , ' i 'adi
\
STORM SEWER PIPE DATA - ; ,'. • •-' - - - __- >. zr' �, \ \ \ ,. � `\ � � � - \ � n / I
<l
PIPE #
Length
PIPe
Type/Class
SIZE
INVERT
Slope
N
UPSTRM
DWNSTRM
P-1
300 LF
RCPAII
24 inch
19.66
19.14
0.1733
P-2
122 LF
RCP/III
30 inch
19.14
18.99
0.1311
P-3
167 LF
RCP/III
15 inch
19.52
18.99
0.3234
P-4
269 LF
RCP/III
36 inch
18.99
18.70
0.1048
P-7
33 LF
RCPAII
42 inch
18.70
.8.67
0.087
P-8
227 LF
RCP/Ill
36 inch
19.11 1
18.88
0.102
P-9
54 LF
RCP/Ill
36 inch
18.88 1
18.84
0.102
P-10
49 LF
RCPAII
36 inch
18.84 1
18.78
0.102
P-11
103 LF
RCP/III
36 inch
18.78
18.67
0.1048
P-12
295 LF
RCP/Ill
48 inch
18.67
18.47
0.0688
P-13
127 LF
RCPAII
48 Inch
18.47
18.39
0.0709
P-14
35 LF
RCPAII
151nch
19.01
18.39
1.8286
P-15
129 LF
RCPAII
48 Inch
18.39
18.30
0.0698
P-16
161 LF
RCP/III
18 inch
19.88
19.47
0.2547
P-17
158 LF
RCPIIII
24 inch
19.47
19.21
0.1709
P-18
83 LF
RCP/III
30 inch
19.21
1 19.10
0.1325
I .-
314 LF
RCP/III
30 inch
19.10
1 18.69
0.1318
P-20
35 LF
RCP/III
36 inch
18.69
1 18.65
0.1143
P-21
124 LF
RCP/III
36 inch
18.65
1 18.53
0.0968
P-22
124 LF
RCP/III
36 inch
18.53
18.41
0.0968
P-23
123 LF
RCP/III
42 inch
18.41
18.30
0.0894
P-24
145 LF
RCPAII
54 inch
18.30
18.21
0.0621
P-25
121 LF
RCP/III
15 inch
18.60
18.21
0.3223
P-26
58 LF
RCP/111
54 inch
18.21
18.17
0.069
P-27
25 LF
RCP/III
151nch
18.95
18.63
0.4
P-28
258 LF
RCP/III
24 inch
18.83
16.39
0.1744
P-29
128 LF
RCP/Ill
24 inch
18.39
18.17
0.1797
PJO A86
1 202 LF*
RCP/111
42 inch
10.11
I8.00
0.0842
P-31
1 72 LF'
RCP/III
42 inch
18.00
17.92
0.111
P-32
80 LF*
RCPAII
48 Inch
17.64
17.60
0.175
P43
64 LF
RCPAII
18 Inch
21.5
21.32
0.2812
P-34
48 LF
RCPAII
18 Inch
21.5
21.35
0.30
P-F1
270 LF
RCP/III
24 inch
20.01
19.13
0.3481
P-F2
201 LF
RCP/Ill
24 inch
19.661
19.31
0.1741
P-F3
100 LF
RCP/III
24 inch
19.31
1913.
0.18
OF ALL / ,`• !,
\
\ -
ao
CONSTRUCTION. REMOVE TEMPORARY SKIMMER AFTERSTABILIZATION M1 DAM \ \ pf11 �DPOSED \ ` \ P DN \ �' CL ? / / \
UPSTREAM AREAS. EXCAVATE POND TO DESIGN DEPTHS. ---- / a, ? ''\ \ �' `
DRAINAGEEEASEMENT \ Sf RI�IW�TEtt� \ 2s tib ,
/ \ `,`, \\ ' \ ,pqT TION \ \,,. I , \ `FOR�AY,J \ \\\\ ' #'
2.ALL CURB ELEVATIONS SHOWN ARE BACK -OF -CURB._ _ / \ \ \ \ \ \ \ � `, %. �
-25 - - / n ,- . , \ \ p. .EL 18.5�\ \ \' `'\ \l \ B01 fL'. T5.5 �:\ \ �\ \\ 8 IONS 9x5x1.8 /
l \\ \ \ \ \ v Gb ..
\ \ \ � � I CLASS B RIP -RAP
�•, L Af�EA A \X.1.7 AC S \ \ L T'.- \ \ /
3.PUMPS WILL BE REQUIRED TO COMPLETELY DRAIN STORMWATER WETLANDS \,;\\ \ \ y - - �, \ „ ( Wty , LTER CLOTH
\ � AS \ \ \ \ /
4. DISTURBED AREA = 30 ACRES ` \, \ d. ACRES \ \ y \
5. WETLAND LENGTH/WIDTH RATIO - 9.67. 1 ALONG FLOW PATHAPY\, 17 TONS SKIti� \� \. :.
`, \1h �d?,\ . l \ \` \ ' .. � I � �I , `, BAFFLE'' \ � _ A -
TA D FILTER OUTFALL DITCH WITH SOD ! \ \ \ \ .� \, \ 2
6. CONSTRUCT AND STABILIZE VEGE 7E / � \ �, \ \ \ \ v � 9. 5 CLASS B
DOWNSTREAM OF WETLANDS PRIOR TO ROUTING STORMWATER THROUGH IT � _ \ \ \, , \ \ ''. �' \ 1�\ I\ } , \ , � \ \�'� \ \\RIPRAP W/
,F \
LEGEND
EXISTING PROPOSED
-FDA
----s--- 5 - �.-� + CEMETERY
rY �
CONTOUR LINE �
! i
„
SILT FENCE
RIPARIAN BUFFER
ROCK CHECK DAM\
:o-
YARD INLET ❑ ❑
LOD
CATCH BASIN
20.0
- y
y
SPOT ELEVATION X 36.80 - \ \\ \\ ,. \ ! _\ \ 1\
�\ � ,\\ � .�,��,' � \ , , , , \ \ \ •, � \- - RIPRAP d' `LBVEL \\ %
STORM DRAIN ■ ■ ■ ■ ■ ■ �� _._ _ . _ - _ LOCAIE lAF% BU RAND_
� ■ ■ � �, _. _ .. \
Lz \ . _ -
\ _ _ , 3 x1�
o RrPgRrq - `. \� - _ � , ?\�, • \\ \ \ \ \, \, INSTALL
SlL X FENCE/OFFSET ,2, � \ \ \ \ \ E'LOTN
Nsu \ �..-_ < \ \ RIP
LIMITS OF CONSTRUCTION LOC _ _ f7£q _ \ �- \ \ \ OUTSIDE` OF BUFFER PRIOR TO(
_\ �►\ ;, \\ \
A
SPILL CURB _.. ._,:. \ \� _
�;o\ \\\\,; \, R£AS-NO EODUIPMENLSHALL-BE- _------- F -
)\ \ c \ `Vy\`\ \BUFFER.-
HC& GINLET PROTECTION \. .-- \ iI \ \\ W£D0/N -__THE-RIPARIAN _ F
f f \ AIXO
• 1 FNrTN INIrl I IDFS FI ARFD END SECTION * INDICATES DOUBLE CATCH BASIN DESIGN +-+ - - -.�. \ r.... \ I '\\'�\ \ \ \' /i ' % - '� `a04 W£RANOS
SEAL]
SEAL
1:1 =Tye7 1 .
s9,
s
S E/1"L
021554
r
�(31P1
g_
ZdU/ NeUSe LfoulevorC, UtCg J
New Bern, North Carolina 28562
Phone: (252) 6J3-5899, Fox. (252) 6JJ-6551
www.mckimcreed.com
NEW MARKET HDS, LLC
1121 MILITARY CUTOFF ROAD, SUITE P
WILMINGTON NC 28405
910-256-2211
1, d Z500S
2 \ BUn7ER- r
\ \ \ DSTURBANG
\ (ALLOWABLE ;_ 1
IN
CAROLINA COLOURS
SHOPPING CENTER
NEW BERN, NORTH CAROLINA
GRADING DRAINAGE & EROSION CONTROL
STAGE 2
DATE:
June 2008
MCE PROJ. #
014210007
DRAWN
RJL
DESIGNED
RJL
CHECKED
EJF
PROD. MGR.
EJF
(STATUS:
MCE PU NUMBER
SCALE CG103
HORIZONTAL: DRAWING NUMBER
1'=60'
VERTICAL: 6
NA
Y PLANS "E"S°"

60' 0 60' 120'
I
SCALE: 1"=60' (Horiz.)
..4
CBF1 PIPE F1
T
Y`!Yl'" Y`IY-/Y"Y Y Y'Y l"WY"Yl'"YY YY—-YY Yl' l l'
Y Y r 'r Y Y r Y Y Y i y l A4
\
968 sq. R.
10.44 acres
\
29.972 sq.
\ 9 cn
RID NgdB�
//
A 3
206J ®®
fall::
At,
acres
/
0.92 acres
49,223 94. R.
t
../
as PIPEJ
i�
cam ---' u
/
1
i A5
- 11 890 sq t
(' \ J, 0.27 acre
A6 - � 36.450 sq, ft.
6CBF3 - < 116,959 sq. ft. 0.84 acres
J ____
2.72 acres
B1
NCI
4J, 019 sq. ft. .�
i I
0:99 acres � 1
i 4
�r a�
a
1
C4a
e5
Zill
-
\ 'AS � R�� ��'6RS�• �w'vRS� � _-
WGAS—
\ GAS GAS -- GAS -- GAS
— GAS — GAS— GAS — GAS —OAS —CAs cAs — GAS k00.—L'RS--LO@=�Rs
I.1r N�yO
--$— W W W W W W W W W -- W
$ \ \\'
�— W W L� LOD WA TERSCAP �� WAY a
� . SO54 zag
\V \V 00� Dp
\��V>�IN,
SEAL
TOTAL ACREAGE TO WETLANDS = 24.89 ACRES
SEAL
SEAL
021554
1GI11:
F X 4- \\ \ � A\A'\\
4- 4-
v \
A \ JL
I
F � �
( -t'- -1L
-b � \
1
SO, R/PqR/AN BU ` ,\
FFER
v NnQM&CREED
2807 Neuse Boulevard, Bldg 5
New Bern, North Carolina 28562
Phone: (252) 6JJ-5899, Fox. (252) 6JJ-6551
www.mckimcreed.com
M
NEW MARKET HDS, LLC
1121 MILITARY CUTOFF ROAD, SUITE P
WILMINGTON NC 28405
910-256-2211
El
30, 117 sq. ft.
0.69 acres
,a sq. r
5 acres
MWAM
�E18
1S
GS17 7
8' PVC A8J / 8,51
1`1 FROM DO / 02 FROM ROOF
D2
22,594 sq. ft.
0.52 acres
J" $9. ft.
0.69 acres
DJ
22, f 19 sq. ft.
0.5r acres
e>/
D5 G'8/8
i sq. `
J acres
04
25,247 sq. ft.
0.58 acres
s
D6
v
7
`V
18,237 sq. f .
i c)
—
a 42 acres
4G
CV19
I
8
O
�
I
�
I
io
I
I
I
I
i
I
_ _
O
D9
i58 sq.
33 acres
PA°E1I
e�
I —
—
OB10 I
i
I
I
I
I
I
O
D8
I
i
I
24,149 sq. ft.
0.55 acres
I
I
I
()7
I
E2 i
I 0.52 acres I
I
I
I O
-OMu28 E6
18,793 sq. ft.
0.43 acres E5 I
0.56 acres I
1,23o s ftl O
`\ 0.26 a es
• \ � � \ ?7 .. P I
.S
\ cam I
0
,
\ \
CAROLINA COLOURS
SHOPPING CENTER
NEW BERN, NORTH CAROLINA
DRAINAGE AREAS PLAN
DATE:
June 2008
MCE PROJ. k
014210DO7
DRAWN
RJL
DESIGNED
RJL
CHECKED
EJF
PROJ. MGR.
EJF
% kk
SCALE
/�^� NUMBER
CG1 �3A
HORIZONTAL
ORAVANG NUMBER
1'-80,
VERTICAL:
6A
NA
S REWSION

STORMWATER WETLAND
AREA (SF)
%
FOREBAY
7,340
10%
DEEP POOL
7,350
10%
SHALLOW WATER
29,360
40%
SHALLOW LAND
29,345
40%
TOTAL
73,395
100%
PLANT SCHEDULE
QUANTITY
BOTANICAL NAME
SYMBOL
I KEY
(Common Name)
SIZE
CAL.
SPACING
REMARKS
HERBACIOUS PLANTS
(DQ
NYMPHACA ODORATA (A17)
GROUP
GROUP 15 PLANTS
(J W
WP-1
900
WATER LILY
4" DIA. EA
N/A
HEAVY
PER SYMBOL
PELTANDRA VIRGINICA (L.) SCHOTT
GROUP
GROUP OF 15 PLANTS
AV
VVP_2
660
ARROW ARUM
4" DIA. EA
N/A
HEAVY
PER SYMBOL
SAGITTARIA SPP.
GROUP
GROUP OF 15 PLANTS
VVP_3
645
ARROW HEAD, DUCK POTATO
4" DIA. EA
N/A
HEAVY
PER SYMBOL
SHRUBS
ALNUS SERRULATA (AI7) WILLD
GROUP OF 16 PLANTS
WS-1
800
TAG ALDER
1 GAL
N/A
4' OC
PERSYMBOL
WS-2
672
CEPHALANTHUS OCCIDENTALIS
1 GAL
4' OC
GROUP OF 16 PLANTS
BUTTONSUSH
N/A
PER SYMBOL
TREES
�i
PINUS TAEDA
1�
WT-1
183
LOBLOLLY PINE
2.5 CAL.
N/A
15' OC
O
BETULA NIGRA
WT-2
184
RIVER BIRCH
2.5 CAL.
N/A
15, OC
60' 0 60' 120' STORMWATER WETLANDS PLAN
SCALE 1" = 30'
SCALE: 1"=30' (Horiz.)
SEAL
1. POSSIBLE SOURCE OF PLANT
MATERIAL
COASTAL PLAINS CONSERVATION NURSERY
3067 CONNERS DRIVE
EDENTON, NC 27932
[phone] OFFICE
[phone] CELL
[phone] FAX
OWNER. ELLEN J. COLODNEY. M.D.
2. FER77LIZE AS RECOMMENDED BY THE
NURSERY.
J. IRRIGATE PLANTS FOR A MINIMUM OF
30 DAYS AS NECESSARY OR UNTIL
ESTABLISHED
SEAL
a
SEAL
021554
PVC ELBOW
SCREENED
INLET ORIFICE
iB
/J
Y2" DIA HOLES IN
UNDERSIDE OF
INLET ASSEMBLY FLOAT
WATER SURFACE s
4' SCH 40 PVC TEE
, 7
2X42" INLET PIPE
CAP
'C"-ENCLOSURE
PVC VENT PIPE
r— FLEXIBLE HOSE
ARM-1
PVC SKIMMER DEWATERING DEVICE
v MFM&CREED
2807 Neuse Boulevard, Bldg 5
New Bern, North Carolina 28562
Phone: (252) 6JJ-5899, Fox: (252) 63J-6551
www.mckimcreed.com
►;1iff TT17T$i�,'��l
PERMANENT POOL EL.18.5
FOREBAY
DEEP POOL 1
1
3" MIN.
GRADE
B• PW 80111EW
---
rym PLUO
e• Im 71EF
a,PW BnUWEV 7O 91
BELOW PET9N POOL
Sli4LLOW LAAD NOTES
ELEV. R5 TO 19.5
TEMP POOL 19.5 +f1
CL DEEP
wo POOL 3 OUTLET 8TFJMTUFE
R
M (�l
4' SgALLOW
WATER
SOD SIDE SLOPE AND BOTTOM
USE STAPLES TO FIRMLY FASTEN
VARI
3
VARIES
SWALE SECTM
NOT TO SCALE
ASSBK
NV. - ELEV A'
Few POCK.
INLET ASSEMBLY
*LW WPM FOR OUTLET S77iUCT W I
*n31P0RARYSgI WER
AEWVE LPM STABLO47M
OF ATE
& W V-42M OR
APPAOYID EQUAL
�..
00' PY); #LET • .
ASSEMXY I;y
e
OIEiPPOCL
ELEYAi6
BOX R7 16ERT OF
OUTLET PPE
OUTLET STRUCTURE DIMENSIONAL DATA
KEY INTO EXISTING SLOPE
S MIN. BEHIND TOP OF BANK.
3 TOP OF BANK
PLAN
■III■■■■■„
■III■■■■II■�
■III■■■r.■■�
■III■■■■■■�
■III■■■■■■�
■III■■■■■■�
■III■■■■■■�
■lu�sr�■■�
EL— 15.5
M45H RACK
REMOVABLE 4 X4' 8AADFD Oi iATE 81=0t#IED IV
1XrX1/4' ANGLE ANCHORED TO BOTTOM AAD SIDES
OF Q`EhM ON 3 8DIE51 OUTLET 1 FE ON BCE W/O
KEN
— ADDRTOML f5
RE W. ASKXNV
PPE OFE MYCi
NV OUT EL D'
---------------------------
2x 4-KE WAY, TIP.
BET AB61ON S'
SECTION Z Z 7HC 8/4' SIOAE
BASE LE1419" PAD.
OENE77AL AC7M
OUTLET A
A
PERM POOL EL
B
TEMP POOL EL
C
WIER EL
D
INVERT OUT
E
ORIFICE (DIA)
X
Y
OS 1
18.50
19.50
19.50
18.0
4.5"
1 3'
15'
NEW MARKET HDS, LLC
1121 MILITARY CUTOFF ROAD, SUITE P
WILMINGTON NC 28405
910-256-2211
i moRTAR jom TO BE f'
YCLASS AA'4DO0INCCAOIIETE 2IDA1870BEUaEo.
3 7FEPOLOM OF FLOOR BLAB 7D BEACCOAFLl9'® BYFURWi t
4 ALL 7D BEPROWED W174 ABTAL STEPS
—Y f-YCEN7ERR
/��� � 3AEI:O9CEU9VP#0•D'OCEWOAW
WILE
SCALE 112' - r
r CAROLINA COLOURS
SHOPPING CENTER
NEW BERN, NORTH CAROLINA
STORMWATER WETLANDS PLAN
& DETAILS
DATE:
June 2008
MCE PROJ. N
014210007
DRAWN
RJL
DESIGNED
RJL
CHECKED
EJF
PROJ. MGR.
EJF
TUS:
SCALE
/CE ME M'MM
�"
CG502
HORIZONTAL:
DRAWING NUMBER
1'-50'
VERTICAL:
13
1'm5'

CID TYPE 478
EAVY DUTY ADA DUCTILE IRON
TRENCH DRAIN SECTATE OR SIMILAR APPROVED
MANUFACTURER SPE
HIGH POINT INVERT 22.59
' •
EXPANSION
6" PVC IN -LINE D IN
e''
4ANT
1. Minimum concrete strength 3000 PSI. The
LOW POINT INVERT 22.3125concrete
shall be vibrated to eliminate air pockets.
2.1/Z" Expansion and crack control joints to protect
S 1/8" the
EXPANSION JOINT" the channel and surrounding concrete.
SEE NOTE
3 SEE NOTE 2 3. The finished level of the concrete surround must
be approx. 1/8" above the top of the channel
edge.
• �' CONCRETE 4. Refer to trench drain manufacturers latest
'
SEE NOTE 1
' .� • installation instructions for complete details.
5. Concrete base thickness sshall match slab
8" ABC STONE BASE thickness.
7'/• SOIL SURFACE DRAINAGE SYSTEM TO BE ACO FG700 CHANNELS
COMPLETE WITH HEAVY DUTY ADA DUCTILE IRON GRATES
to
8" MIN 8" MIN ACO TYPE 478 OR APPROVED EQUAL.
z
SECTION A -A
�o
LU
LU
TRENCH DRAIN DETAIL
3
mg
m
m
V
D
z
z
I 4
I��111��1mi
I
D
22 WATER LEVEL F ZW{
a OF DIAMETER OF PIPE
f
3 DN1Xavd aarund � II
I; f _ ___ DRAIN 1
m _ _.
H ss stnods1u11oo ynoa r1oa�
QD 9/e0 -+ u3did 180 ass
913drd
-- - - -- - '- UGE- UGE- UGE- UGE- IIIJGE- UtS` UGE- UGE UCE
1 I I
30
30
-�;
29
FlNISH
FLOOR_ __ _-..
29
28
EL 28_00
---6 Pvae.-_ .__
28
27-z#I
2.O.T SLOP£ 2 ,x s' I •+
.. -'
27
N 4. , I I �......_-__-__.
26
26
--_ -__-
C1 17 11
I I
25
25
C O
24
J _ 41
- -- -- _ul- --
24
-
23
-a-
-- _ - -- _ - -
� B" SAN-SEW -
23
22
Q - -- fi PVC 0 0 5x _
SLOPE
22
21
-
-- -- - ROOF DRAIN MANIFOLD MAY BE -RUN --
11
-- BENIETH 8" 5AN-SEW PROVIDED
20
20
NV 19.46 I I
19
---__--_-_- __-_. _.A_ BRICK BASE. ON- EITHER -SIDE- OF
19
CROSSING.
- -----
18
18
------------------
-
17
17
-
- -' - --- -- -
16
16
------ ---------
DRAIN 1 DRAINAGE SECTION
110"HEIRr-W
VERY-8
NOTE:
I. STRUCTURAL DESIGN OF END SECTION SHALL CONFORM
WITH THAT OF STANDARD REINFORCED CONCRETE.
PIPE
DIAMETER
WALL
THICKNESS
SLOPE
B
C
D
E
UNIT
WEIGHT
12
2 1/4
3:1
24
49
73
24
730
15
2 1/4
3.1
27
46
73
30
910
18
21/2
3:1
27
48
73
36
1190
21
2 3/4
.10.1
36
37
73
42
1370
24
3
3:1
42
31 1/2
73 1/2
48
1770
27
3 1/4
1 3:1
48
25 1/2
73 1/21
54
1 2130
30
3 1
3:1
54
19 3/4
73 3/41
80
2380
33
3 3/4
3:1
60
38
96
1 68
3570
38
4
3:1
83
34 3/4
7 3/4
72
5320
42
4 1/2
3:1
83
35
98
78
5920
48
5
M1
72
26
98
84
7470
5 1/2
2.4:1
88
34
100
90
8810
n54
80
8
2.1
so
30
99
efi
11180
72
7
1 20
78
21
99
108
1 13980
FLARED END SECTION - OUTLET
NOT TO SCALE
CLASS B RII
FILTER FABF
DRAINTRENCH 7�
91Ii8iriW _ �
' CAST IN PLACE TRENCH DRAIN�� \P^ r. SISSS -
SS S
SS SS SS a- -
M M UGE-UGE- UCE CEy UGE um- UOE UCE
I
I
'1 � 1
_ -
_ r
-- -"LL iN6 ----
RETAI
- - I---
WA
30
3U
29
U
29
28
0.5[ SLOPE.
ELFINISH FLOOREV-2!8.00
28
27
27
6PVC.®
2.OR SLOPE
2625
25
ir�, TRUC iWELL I f
I
I
I
a
_r h
24
24
I
23
8" DIP------
23
22
1
PVCMANIFOLDDRAIN LINE__APPRO2lN
SAN-SEW
22
C/}
ROOF DOHNSPOUTS
�
-FROM
----- _____
2121
CAST IN PLACE
----- ---- --
20
20
lNV=21.67
TRENCH DRAIN
----'-
IN V. 76'
19
_ __
IL_-_
---SEE DETAIL_
. _.__ __ ..._._..- _
--19. ---__
19
INV=19.88
17
- __-- -.___ __._- _-_-
17
__ _ __-..- _ _.-. - ____-.-_-
--
16
16
- --- ---
------
- -- -
- - -
TRUCK WELL/DRAIN 2 DRAINAGE SECTION
SCALE HOR r - W
VERY-9
e NTMM&CREED
2807 Neuse Boulevard, Bldg 5
New Bern, North Carolina 28562
Phone: (252) 6JJ-5899, Fox: (252) 6JJ-6551
www.mckimcreed.com
CHANNEL/VEGETATED RLTER SECTION
NOT TO SCALE
DITCH SIDE SLOPEt_v
PIPE OR FES
OUTLET
A
zI 4
LEVEL SPREADER
INSTALL LEVEL AND
FLUSH WITH BOTTOM OF
CHANNEL/DITCH AND TOP
OF RIPRAP
PERMANENT OIL
REINFORCEMENT ATTI
(PSRM)
SECTION A -A
RIPRAP APRON WITH �� m`
L
I D
I W
21.0'
11.8
1 11'
6"
CONCRETE LEVEL
SPREADER
(PSRM)
I
V TUCK-
//
\
lu\
\ \ \\\ \ \ \ \ \ \ EASEMEN
PO�\ AI�Y Avl,v\
R�
\(A
\ \` \S7RUCTUR
\>1 0 \\
OOL
LOD .
BUFFER \ \ ` iONSI
\'2) XI1'X1 8', GLASS
\ \-RIP RAP 41%%''LEVEL \ \
115) RE4DER
NATURAL GRADE
NOTES:
1. SEE PLAN FOR CLASS OF RIP -RAP AND LENGTH,
WIDTH AND DEPTH OF APRON.
2. RIP -RAP SHOULD EXTEND UP BOTH SIDES OF THE
APRON AND AROUND THE END OF THE PIPE OR
CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM
SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO
THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF
THE APRON TO THE SURFACE OF THE RECEIVING
CHANNEL THE AREA TO BE PAVED OR RIP -RAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE
APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH
THE SURFACE OF THE RECEIVING CHANNEL THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE
DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE
EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING
CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO
95X OR GREATER.
S. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED
IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT
OF THE APRON WILL BE PERMITTED.
NOTE: MINIMUM H-2/3 -LAYER OF FILTER FABRIC
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NEW MARKET HDS, LLC
1121 MILITARY CUTOFF ROAD, SUITE P
WILMINGTON NC 28405
910-256-2211
WETLAND OUTLET SECTION
BCALE HoR r - 87
vwtr-1v
CAROLINA COLOURS
SHOPPING CENTER
NEW BERN, NORTH CAROLINA
GRADING DRAINAGE &EROSION CONTROL
DETAILS
DATE:
June 2008
MCE PROD. p
014210007
DRAWN
RJL
DESIGNED
RJL
CHECKED
EJF
PROD. MGR.
EJF
ATUS:
SCALE
MOE/FU NUMEIM
CG503
HORIZONTAL:
DRAWING NUMBER
1-�50•
VERTICAL:
14
1-=5'
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S:\1921-Swaln and Associates\0007\90 NawlagsLmasterplanphasei{7.dwg, CG503 (14), R/71/2008 2:09:19 pN,