SW7060811_APPROVED PLANS_20060920

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW yDIQ2'I1
DOC TYPE
❑ CURRENT PERMIT
QL� APPROVED PLANS
G
❑ HISTORICAL FILE
DOC DATE
01�2 ga (_)
YYYYMMDD

PROJECT DATA
PREPARED BY.
McKIM & CREED
200 MacKenan Court
Cary, North Carolina 27511
PHONE: [phone]
FAX: [phone]
OWNER:
RIVER DUNES CORPORATION
ED MITCHELL
416 WEST POLLOCK STREET
NEW BERN, NC 28563
PRELIMINARY DESIGN
NOT RELEASED
FOR CONSTRUCTION
VILLAGE CENTER PHASE I
AUGUST., 2006
MC PROJECT NO. 04135-0002
Am-ww'"A 4 &C
200 MacKenan Court
Cary, North Carolina 27511
Phone: (419) 233-$091, Fax: [phone]
Wetsite: www.mckimcreed.com
INDEX
COVFR SHEET
G1
MASTER PLAN M-1
OVERALL GRADING AND DRAINAGE PLAN
C38
STORMWATER DETAILS D4
STORMWATER AND SITE DETAILS D5
STORMWATER
APPR0`4-L"1l
NORTH CAROLINA E.. N
MANAGEMENT
DIIVVOON OF'.'Vl TER CI;AI. ' V
Date_,Z_
RECEIVED
»
SEP 12 2006
HC
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5 \` X
MAF�INERS 7.7
LOUN' E
9
\ 8,1 O
MARINA BASIN
400 SLIPS
a
a
e
GRADING NOTES;
1, INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING
CLEARING AND GRADING OPERATIONS.
2. CLEAR AREAS TO BE GRADED OF ALL VEGETATION. PROTECT
VEGETATION BEYOND GRADING LIMITS.
3. STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED.
4. COMPACT ALL FILL AREAS TO 95% OF MAXIMUM DENSITY,
OR PER GEOTECHNICAL RECOMMENDATIONS.
5. ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF
STANDING WATER OCCUR.
6. PROPOSED SPOT ELEVATIONS ARE SHOWN AT FINISHED
GRADE (GUTTER FLOW LINE ELEVATION, WHERE
APPLICABLE).
7. SOIL BORINGS IN BIORETENTION AREAS AND INFILTRATION BASINS
WILL BE CONDUCTED PRIOR TO CONSTRUCTION OF IMPERVIOUS AREAS
THAT PRODUCE STORMWATER RUNOFF. BORINGS WILL BE LOGGED
AND SUBMITTED WITH THE PE CERTIFICATION REQUIRED WITH PERMIT.
A REGISTERED SOIL SCIENTIST WILL FIELD VERIFY THAT THE SOILS IN
THESE AREAS WILL BE REPLACED WITH SUITABLE SOILS PER NCDENR
STORMWATER BMP MANUAL STANDARDS.
I. B. CONTRACTOR SHALL COORDINATE WITH THE ENGINEER TO INSTALL.
BENCHMARK AT EACH INFILTRATION/BIORETENTION BASIN AS A
GUIDE FOR MEASUREMENT OF SEDIMENT. STORAGE.
9. THE INSTALLED INFILTRATION BASINS WILL MEET DESIGN
SPECIFICATIONS UPON INITIAL OPERATION ONCE THE PROJECT
IS COMPLETE AND THE ENTIRE DRAINAGE AREA IS STABILIZED.
10. EARTHEN BERMS TO BE CONSTRUCTED AT MAXIMUM 2:1 SLOPES.
11. NOTIFY NCDENR DIVISION OF LAND QUALITY BEFORE GRADING INSIDE
50 FT NEUSE RIVER RIPARIAN BUFFER,
m
TC
_...
i CAMA BUFFER /
50' NEUSE.. RIVER
RIPARIAN BUFFER � ~_
(Typ)
CONTOURS TO MATCH PROPOSED`' / WETLANDS (TYP) /
GRADES FOR HARBOR VILLAGE I
30' NEUSE RIVER MAR;CREEK /
RIPARIAN BUFFER
(TYP)
30' NEUSE RIVER /
WETLANDS (TYP) I � � RIPARIAN BUFFER
(VIP) /
C 11 C 2 -
i�7•4
7.35
. MH-- \
io
.65�r55
MH-2
1
�I`ITNESS t
-1 CENTER
C,
HARBOR CLUB
;w
CB-4
9.20
_ CB-3
I •�
i
I
THE QUARTERS
i
M �
' 3 8.00
. � 1
1
w
Ar
r�s s
•i
! ' �-
D4 --•' � • 50' NEUSE RIVER /
! / RIPARIAN
I AN SUFFER
(TYP)
CAMA BUFFER.
�r
LS= /
TOP OF LIP. EL. 4.70 /
�` ......'- SEE DETAIL SHEET D
•.•••.•.•.••;� RETAINING WALL I
RETAINING WALL �..,.....-•••,• • •,• .•. {BY OTHERS} FUTURE
L 60 FT
1(BY OTHERS) ...'. '.'...'.'...'...'.'.'� � -I-/-
L = +/� 35 F......,.............. • ..• VILLAGE CENTER
PHASE 11
DRAINAGE AREA 1 1
101,520 5Q FT .'.'.'.'•`.? CONTOURS TO MATCH PROPOSED
1 2.33 ACRES GRADES FOR VILLAGE CENTER
'�' : :•::•::•:•:•:•:•:•:•:::•:•.•. .: ' . PHASE 11
�............................... r
....................................�
..•......•.•............................. INFILTRATION BASIN 1-1 1
CB-9 �,;�' - -`_ '�."_ REQUIRED. 9,375 S FT
-.' ...... ,.. (3.0 in storm)
O ,� (fix;` % PROVIDED = 9,380 SO FT r
1
7.10 7 ��,'. ' ....., •.' ,.�. ...., ...l. BOTTOM EL - 3.20 FMSL
Taw • a • •
1y r/`{ `F'ES� :1: ;STORAGE EL 4.70 4.70 FMSL
. . . 1 j Tole EL 5.50 FMSL
................ MIXED -USE SHWT = 1.12 FMSL J 1
rN ... •.' ' . ...I 10,0
�'•'-',',','FE.�•�' , , BUILDINGS X �
MIXED -USE ��K�.�'�� o �����,� .. :•� .
`.
/ 'i� {
BUILDING � , �� � ��, q�_ �1� �._......C.
B-5 II V y
I ej vj..fr
1 f4 i 7.
r
$.65
} SALES OFFICE
O
CO
1 MIXED -USE
BUILDING
1
1
LP 6.70
0 7.05
-1 CB-2 oil.
r�
' 7.10r
e OF�FIICE
o
7.45
+� I ri 'k
7.3'S '.'��
x'
7,
-�--�� - -�_
r
7.62
MIXED-USEAi
\\
7 9UiLD:NGS
� a};` r ���„� �� �,o tcgU,k bpi i'- ;?
Ul
li7Kfi11'i,5�� c 3 dcr tfSF /
7.25
jtlr� ^r; l; y�-rsr ..'1"b�` •� DRAINAGE � AREA 2
,I p 97 235 SQ FT
fi?'irs s'4{"pia y r'bj,'. .. . . . i ..,
gI
TVZ
s i 2.23 ACRES 1 1 2' �'•
g>rj ";F���k$ •�.'.'.'........•.........'s Ql11RED-e`7,815 SO FT /
........... ....... � (3.0 In Storm)
..............
•-.•••,.•.••
'n��t"hWF N �a$Cdr,c �;•�ic i� ... jjjPROVIDED = 7,820 SQ FT
,, ;� r + ,f • ......'.'::: BOTTOM EL = 3.20 FMSL / myi V • .. ....
'•1j+ r ,� f .� ;•� STORAGE EL = 4.85 FMSL
TOP EL - 5.50 FMSL
� 4 HP X SHWT = 1.02 FMSL f
6.90 6.48 ............
..:..
....:.. { '
• f
6.80 / CONTOURS TO MATCH PROPOSED (�
' �',1.:.:.:.:.•.'.`.; ',� GRADES FOR FUTURE VILLAGE
-3 Q ••�
<, Hg� rl TLANDS (TYP) 'l' .•yr CENTER PHASE 11 /
!•
ULJ
rw.
A° �ik . IXED-US 1 0
--
`Y^
ST ®4
,�r� E ..... • UILDINGS I
1I1r! R, ?- r ' > 1 • 3r'4r � ��1'� �,I �l'•i � i • . • .
• •�
IUj
��r
r •'•••. CIS--1 ( 4C 6 LEGEND.
•
Zee�<
' VEGETATED FILTER / �'.;.'.•.. --.. ' .
/- RETAINING WALL �� •4s' �.','.:.rEXISTING CONTOUR PRIOR TO FILL PLACEMEN
(BY OTHERS) LS--2 $
L 145 FT L = 20 FT 43
TOP OF LIP EL. 4.85 FT / X
SEE DETAIL - SHEET D4 PROPOSED CONTOUR
NO CAMA OR NEUSE RIVER
RIPARIAN BUFFERS EXIST IN
THIS AREA
200 MocKenan Court, 5uite 2U0
Cary, North Carolina 27511
Phone: [phone], Fox: [phone]
AA0002667 E80006691
www,mckimcreed, com
CONTOURS TO MATCH PROPO`.
GRADES FOR FUTURE NATURE
CENTER AREA AND COTTAGES
RIVER DUNES SUBDIVISION
VILLAGE CENTER PHASE
GRADING AND DRAINAGE PLAN
DELINEATED DRAINAGE AREA
�- - FLOW DIRECTION
vv�
SAP 1 Z 2006
NORTH
�wQ 0 40' 80'
ova #
SCALE: 1 "=40' (Horiz.)
SCALE
CGi Oi
HORIZONTAL:
oRAWNG NLNKF
1"=40'
VERTICAL.
C 3 S
NA
STATUS: FOR PERMIT REVISION
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RISER HT. �-
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RISER HT.
VARIES
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WHERE 42' TO 54' PIPE IS USED
DETAIL SHOWING METHGD
OF RISER C❑NSTRUCTILIhl
SECTION X-X
SEE
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WHERE 30' TO 36' PIPE IS USED
GENERAL NOTES•
USE CLASS 'B' CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-6' IN DEPTH WITH STEPS 12-
cis
ON CENTER, USE STEPS WHICH COMPLY WITH STD. DRAWING 840,66,
¢¢
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2' KEYWAY, OR R4 BAR DOWELS AT
4F-3
12' CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB
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IF REINFURCEO CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
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USE TYPE 'E°, 'F' AND 'G' GRATES UNLESS OTHERWISE INDICATED.
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FOR 8'-0' IN HEIGHT OR LESS USE 6- WALLS AND BOTTOM SLAB. OVER
s ao�
8'-0' TO 16'-0' 1N kEIGHT USE S' WALLS AND BOTTOM SLAB. ADJUST
fir-]
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
wfa
CHAMFER ALL EXPOSED CORNERS 1'.
ca
DRAWING NOT TO SCALE.
PLAN
43'
N❑1L USE TYPE 'E`, 'F' AND "G' GRATE
UNLESS ❑THERW[SE NOTED
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3'-0'
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SECTION - KK
SECTION
RIP -RAP DETAIL
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SECTION - RR 840.03
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CLASSIFICATION
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BASINCBASE➢
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES
TOP
USE ON FLAT ELEV, EXPANSION JOI
GRADES 2Y AND UNDF
DEPRESSED GUTTER LINE
EXPANSION JOINT
C7 �
ELEVATION
L` r +
NORMAL CURB AND GUTTER ON LIGHT' GRADES
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EXPANSION JOINT NORMAL GUTTER LINE
TOP
ELEV.
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CU. YDS. £ONO IN BOX
DEDUCTIONS
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BARS-W
TOTAL
TOP
SOTTO
�F°8N01#4J
ONE PIPE
L3
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MINIMUM DIMENSIONS AND QUA•.IITIES FOR CONCRETE CATCH
DIMENSIONS OF BOX AND PIPE
COVLP
DIMENSUN
PIPE
SPAN
WIDTH
WIDTH
SPAN
MIN. HEIGHT
BARS-U
BARS-v
p
A
B
C
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NO.
ENGTH
NO.
EN
12,
3'-0'
2'-2'
--
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2'-9'-�
--
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--
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--
--
--
023-
0.772
0.015
0.026
i5'
3'-0'
2'-2'
3'-0'
0.235
mm
OA23
0036
18,
3'-0'
2'-2-
3'-3'
_
0,235
p,$$7
0,033
0049
24'
3'-0'
2'-2'
3'-9'
0235
LOOT
0.059
0.085
30'
3'-0'
2'-2'
3'-4'
4'-3'
1'-2'
� 0'
4
1'-5-
2
3'-9'
3
3'-9'
39
0.123
0,321
1.433
0.092
0.127
26,
3'-0'
2'-2-
3'-ID'
4'-9'
L'-8'
+'-0'
4
1'-I1,
3
3'-9'
3
3'-9'
43
0161
0358
1.114
0.132
D.L78
42'
3'-0'
2'-2'
4'-5'
5' 2'
1'-5'
1— 2'
4
t'-8'
2
2' 11'
3
2'-Il'
32
0,112
0318
1.73$
0,180
0.243
48'
3'-0'
2`-2'
5'-0'
5'-9'
2'-0'
3`-2'
4
2'-3"
3
2'-11'
3
2'L
35
0145
0352
2052
0235
0317
54'
3'-0'
2'-2'
5'-7'
G'-3'
2'-7'
T'-2'
4
2'-"-
S
2'-11'
3
2'-il'
41 0T80 0.386 2,387 0.297 0.401
x RISER HAS 228 CUBIC YARDS OF CONCRETE PER FOOT HEIGHT
[EET 2 ❑F 2
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DETAIL SHOWING TYPES OF GRATES
USE ACCORDING T❑ WATER FLOW,
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TYPE G SECTION A -A
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SHEET 2 OF' 2
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OUTLET PROTECTION DETAIL
SEAT,
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SEAL
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200 MacKenon Court, Suite 200
Cory, North Carolina 27511
Phone: [phone], Fax: [phone]
AA0002667 EB0006691
www.mckimcreed.com
u
41
NORTH CAROLTNA
MORTAR
BED
NCDOT STANDARD 2'X2' GRATE
r-I I
1(-
OPENING
26"x26"
CORBEL BRICK
1" PER COURSE
FOR fi r0I IRSF ._-- -,r-
GROUT qC
PIPE
CONCRETE .• `''� •".. .
3000
P.S-I.
NOTES:
SECTION EITHER SOLID BRICK, SOLID BLOCK OR PRECAST
CONCRETE MAY BE USED. PLAN
FOR 24" R.C.P_ AND LARGER USE PIPE DIA,
PLUS 12" FOR MINIMUM INSIDE DIMENSION.
GRATED INLETS SHALL NOT BE USED WITHIN TRAVEL AREAS,
STANDARD STEPS REQUIRED C7 16" D.C. WHERE DEPTH EXCEEDS 3'.
STANDARD YARD INLET
WITH GRATE AND FRAME
4
NTS
A
TOP OF CURB
POROUS BED OF STONE
12" X 12" X 4'-0"
igzqk FOR SUBGRADE DRAIN
ASPHALT
, FIL 7-
7134-
3 4'
35-5
16" UN.
25 9 16" MIN,
1 2rr
_
UI
m
OPENING IN WALE
m
¢
APPROX. 4A'
a[ zzzzzzzz
Q
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12" Tp 18'
DIAMETER
777777
7.
cps
A !� f 11 3/4"
3000 PSI CONCRETE V
FRONT VIEW SECTION SECTION A -A
EITHER BRICK MASONRY OR CLASS "A" CONCRETE MAY BE USED TO CONSTRUCT CATCH BASINS.
CONCRETE WALLS ARE TO BE 6" THICK & THE FLOOR 6" OF 3000 PSI CONCRETE.
BRICK WALLS ARE TO BE 8" THICK & THE FLOOR 6" OF 3000 PSI CONCRETE.
STEPS REQUIRED WHERE DEPTH EXCEEDS 4'-0"
10
CURB INLET DETAIL
sirs CO j
STORM DRAINAGE TABLE:......... .
PIPE
UPPER
LOWER
UPSTREAM
:' :.
DRAINAGE
FROM
T0,
MATERIAL SLOPE
D -
LENGTH 1NV
INV
TOP. ELEV
CUjF'n�CMQ
AREA
RATIONAL
COVER
AFTY
/�Q�•
l�
CB-1
C113-2
RCP
1
0 003
12
I 29
f �ovl
.4.72 ;
4.63
6.9 - {
1.67
I
0.31
1.67
I
! 0.80
1.05 -
CB 2
13 -'I
RCP
0 004
I
12
23
4 53
4 44
6 92
1.97
0 05
D 3D
0,90
1.24
DI-1
DI-2
RCP
0.0013
15
40
I 4.34
4.22
7.05
2.39
0.09
0.42
0.70
1.28
D11­2 i
a
DE-3
_..._
RCP
0_3
I
15
52
4.12 E
3 96
6.7a
179
0.09
0 39
0.65
1.15
D I-3 I
FES-3
RCP
E 0 0035
E
18
114
3 8fi
3 46
1 6.4
4 94
0.40
215
0.80
0.91
CB 3
CB-4
RCP
0 003
12
47
5 90 i
5 76
810 f
0 46
0.08
0.46
0.85
1.05
C8�4
CB_5..-._
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RIVER DUNES SUBDIVISION
VILLAGE CENTER PHASE
STOF2MWATER AND SITE DETAILS
DATE:
AUGUST 2006
MCE PROD. #
_ 4135-0002
DRAWN
CmB
DESIGNED
CMg
CHECKED
GML
PRQJ. MGR.
GML
SCALE
m&C FILE NUMBER
CG502
HORIZONTAL:
DRAWNG NUMBER
NA
VERTICAL:
D5
NA
�q II�P�II�IPI�.iA-■Allilil�AA.�
ATUS: PRELIMINARY DESIGN REVISION
I