SW8061117_Approved Plans_20071227

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"1101 CURRENT ZONING: HC (HIGHWAY COMMERCIAL DISTRICT
---Y-
�11 'tti 1, ti tt J,i f �/i !'.•i// f� / /J%!f%
irijA�i_ 1501 N. HOWE STREET
+t ,;y �... �. ,. ; f _ __ _ ram, ,_. _!.__ ;.rr; s/%r �%f /%'!;;Ffr,% BRUNSWICK COUNTY P.I.N.: 221MA033
i� % f MAXIMUM BUILDING HEIGHT: 40
tJ /
BUILDING 1 SF: 52,436 SF (4 STORIES)
r` BUILDING 2 SF: 20,878 SF
f, ! �'
BUILDING 3 SF: 40,932 SF
TOTAL BUILDING SF: 114,246 SF
f/`%�i" ��%!;;�'�%' %�/'�} SITE INFORMATION REQUIRED PROVIDED
��/ ';✓..Pr,/�� ��� � f: F,�fr`A
MINIMUM LOT SIZE 10,000 SF 347,604 SF
BUILDING SETBACK STANDARDS
FRONT YARD: 25' 35'
REAR YARD: 20' 30'
SIDE YARD: 8' 28'
CONTROL POINT �l CONTROL POINT REQUIRED PARKING:
i { N 69788.70 FT N 70042.22 FT
E 2295064.76 FT USE AREA REQUIRED
E 2294409.64 FT _. -. ROHERT RUAM DRtVE _.___ _ ,.____ ,_._,.._. ...
SR 11552 -_- "" RETAIL 34,677 SF 1 SPACE / 300 SF = 116
i
Ii
,
1
. - ^_ _:_ .:__.___,. a _.._.._..-____.. :, _..-,.,..,.,_.--_._. __' , __"—'-- s,, --._...__.�_.,.. __._.._.,.._____ ,,.� .._.._._._ _-_-..__...._____ tx� _......_._ _.____ .__. _ _.. __.__ x ._--_.._____ _ 1: .`
_-.- _____ _._ _._..__, _ __ ......-_,_,_.. ._.__ . ___ __.___.. �_______, _.__ � HOTEL 86 ROOMS 1 SPACE / ROOM 86
MINI —STORAGE 19,592 SF 1 SPACE / 1,000 SF = 20
_ a i MINI —STORAGE (OFFICE) 60 F P 2 5 S +/ M LOYEE = 4
3 S 1 SPACE 2 F E P
,
0 E 1
t /
,.._ ._. ., ,, :. ..a ,a' t 'dam "."L'.'.
^:c`�""'_p."" :. ,. v... ice- •...- .: -, r �; �✓ Y � :c�-� � i i t
.. / . % 1..
.. , , 44.05 � `, ; < ... � � RMihf TE 1 -, ,,.r.-,
INA. TAR IN �2 i . A 2 . NiTI= ', �, kn., �i,.,:. . RM , . i .. A: 35 rR. f�M . ./ -,���. ,.- ; �,., . 35-R, ..��! ;ti• _,y .--;•,;.
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7,ti'a - , \ >� ,.....i4 ,mot -• I T5
I ! f
, 2 � ,,TTB�� dc. GUTTER f FP E :�., r. - - UR U � GFITTE a TOT PARKING REQUIRED SPA _ C ac tX / RB.GU �C , 13 &-C R C RB AL EQ IRED 226 SPACES
GERMINATE, 2. , i , 1E T r if f
� 29.42 Y r.0
�„ 3 R 3 R -t ",,, �. 'j'. :;<=��,,-: :-Y Kr f , R I
k. G•' �� . .6 �+ .y. Y. ••K • ,,S^'f jl � — ry ?fib `5 •i, 2,J �'
3 R PROPOSED HANDICAP w y Z ;y x I !
W e E: ry 2295.5 0 i
'R 1 3°R _* ;'- _ �E— ? �r PARKING SIGN 0 O << ' �'X I h��' .- —1 ,, : Y.>.; _ , { PROVIDED PARKING:
�`9' R- x � �3. VAN ACCESSIBLE N
®10 `� 3°R 3'R _ 5'R o -� ° _ 3'R 3.R 3'R .R 9' 3%� y' ! / I TOTAL PARKING: 357 SPACES PROVIDED
PROPOSED 6 24' Q 9
-,' HANDICAPPED SPACE 9 PROVIDED 9 REQUIRED
WOODEN x t - `:- �� tip,; �f, 10 ;t-;; 10 10� PROPOSED E— ! u' - ''r'; ! _ .._._ .--- - __..
FENCE (SEE PROPOSED- m . , ; CURB ;= --�► X k.j;, I i i
y ::k — — — , ';, — OPEN 3°R t ;
,.
DETAIL SHEET) GURR "COT,,
....� ,..r — -• 42.5' _ v 3�R
10'
M.B. 24° PG. 16
27'x 19' DUMPSTER PAD
WITH FENCE (SEE DUMPSTER
PAD WITH SCREEN DETAIL)
REISSUED SHEET
4 27 07
�
DESCRIPTION
I DATE
REV. NO.1
REVISIONS
Vv WITH FENCE
(SEE DUMPSTER PAD
W/SCREEN DETAIL)
;
1885, PG. 646
PROJECT MANAGER
DLF
DRAWING SCALE
1"=40'
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
D I C vICS 0 N Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DESIGN BY
CEV
PROJECT DATE
MARCH 2O07
BIDDING
APPROVED BY
DLF
PROJECT NUMBER
60194.00.WL
CONSTRUCTION
HCE NAME
C-3 SITE Pl....
PLOT DATE
4/27/2007
RECORD DWG.
\- TERMINATE 2'
,-CURB & GUTTER
D.B. 7M. PG. 595
!
i
I
Q.B. 2046° PG. 488
TIE 2' CURB AND GUTTER TO
EXISTING CURB AND GUTTER
HVAC PADS (TYP.)
(SEE ARCHITECTURAL PLANS FOR DIMENSIONS AND DETAILS)
DIESEL GENERATOR PAD
(SEE ARCHITECTURAL PLANS FOR DIMENSIONS AND DETAILS)
TERMINATE 2'
CURB do GUTTER
D.B- 1898. PG. 976
SMITHVILLE CROSSING
FOR
RICHARDSCN ARCHITECTURE / PLANNING, LLC
LANDSCAPE INFORMATION:
PARKING AREA:
8 % LANDSCAPING REQUIRED:
PARKING AREA LANDSCAPING PROVIDED:
LANDSCAPED AREAS PROVIDED:
LANDSCAPED AREAS
CONCRETE AREAS
157,497 SF
12,599 SF
62,497 SF
39.7 %
NOTES:
1. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN
TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
f i Z
SCALE IN FEET
44D 20 0 20 40 80
SITE PLAN
APPROVED
NORTH CAROLINA ENVIRONMENTAL.
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY

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IT AIC 6;2 1_15(,'
M.B. 24, PG. 16
Ole-
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TO EXISTING
0
(101 --!7r-C]Oj__ 001
72', — _­ - -
22
V
D.B. 2046, PG. 488
F�
t�j 71)11;4. F!
E 229!:
D.B. 738, PG595
TEMPORARY SILT FENCE
SEE DETAIL (TYP)
UMITS OF DISTURBANCE
7.86 AC
342,729 SF)
21.42
INV OUT' 18,51.
'AS OF M.2. 22 7
T!
---------- . ........ .............
V
,1V
D.B. 2308, PG. 684
IM. E.
21 ki
I;N 1 i 8 2F"
LEGEND2
2
SILT FENCE 11
EXISTING CONTOUR
PROPOSED CONTOUR
LOD- LIMITS OF DISTURBANCE
DROP INLET PROTECTION
ROCK CHECK DAM
24.00 PROPOSED SPOT ELEVATION
wwww TEMPORARY CONSTRUCTION ENTRANCE
w VV w
2,
-A 1�rr
.... . ... ..
-Wvjw I %JW I %J%.f I I Ir—. Ter
IRF
SCALE IN FEET
2 D.B. 1795, PG. 863
6
L 11 UE SANDPIF =RUHI LD -AR N G r 4TF 30 15 0 15 30 60
D.B. 1947, PG. 915 D.B. 1885, PG. 646 LANJD EL7 I­i ANN SM T1­11 1,
D.B. 1898, PG. 976 i
, 7/1
YX i
PROJECT MANAGER
PROJECT
'c
DRAWING SCALE
909 MARKET STREET
RELEASED FOR DATE
DLF
1"=30,
WILMINGTON, NO 28401
APPROVALS
':
D , (;t
ESIGN BY
PROJECT DATE
vw
[phone]
V
CEV
C
—APPROVED BY
MARCH 2007
PROJECT NUMBER
DIC 0 N
—
Locations:
BIDDING
DLF
60194.00.VVL
DATE
community infrastructure consultants
Office
North Carolina Georgia
CONSTRUCTION
FlLE NAME
V-4 GRADING... 1
PLOT
4/27/2007
South Carolina Florida
RECORD DWG.
C W7_1
9 7
SMITHVILLE CROSSING
FOR
RICHARDSON ARCHITECTURE / PLANNING, LLC
GRADING &
EROSION CONTROL PLAN
C5
17

DESIGNERS CERTIFICATION
Y
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PROPOSED CUF
GUTTER ELEV
PROPOSED EMEF
SP
LINED WITH R
(SEE DETAIL
PROPOSED FOREB
BOTTOM ELEV
PROPOSED FOREBAY F
(SEE DETAIL
BO*
LITTORAL SHEL
(SEE DET�
PROPOSED FORT
BOTTOM ELEVAT
PROPOSED
(SEE DETA
PROPOSED EXTENDED
BOTTOM OF
LE GEND
JB
MH
OS
HW
DI
Cl
JUNCTION BOX
MANHOLE
OUTLET STRUC'.
HEAD WALL
DROP INLET
CATCH INLET
30 15 0 15 30 60�//i.%`i
PROJECT MANAGER
DLF
DRAWM SCALE
1'=30'
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
KtLtAJtU rVK
UA IL
APPROVALS
DEWN BY
PROJECT DATE
EE
{Py
MARCH 2O07
DICKSONBIDDING
Office Locations:
North Carolina Georgia
community Infrastructure consultants South Carolina Florida
APPROVED BY
DLF
PROJECT NUMBS
60194.00.WL
CONSTRUCTION
FILE NAME
C-5 STORIAW••
PLOT DATE
4/27/2007
RECORD DWG.
5M1ItiVILLL l;KUSJIIVU
FOR
RICHARDSON ARCHITECTURE /PLANNING, LLC
"I HEREBY CERTIFY THAT THIS PLAN HAS BEEN
PREPARED IN ACCORDANCE WITH THE LATEST CITY
STANDARDS AND SPECIFICATIONS FOR STORMWATER
MANAGEMENT AND THE THE CITY CODE OF ORDINANCES."
SIGNATURE:
PRINTED NAME AND TITLE:
------------
AK
DATE:
I,' :r`{ • �7T REGISTRATION NUMBER:
OWNERS CERTIFICATION:
" I/WE HEREBY CERTIFY THAT ANY CLEARING, GRADING,
CONSTRUCTION OR DEVELOPMENT, OR ALL OF THESE,
WILL BE DONE PURSUANT TO THIS PLAN AND THAT
APPLICABLE STORMWATER MANAGEMENT CONDITIONS AND
REQUIREMENTS OF THE CITY OF SOUTHPORT, THE STATE
OF NORTH CAROLINA, AND THE FEDERAL GOVERNMENT
AND ITS AGENCIES ARE HEREBY MADE PART OF THIS
PLAN."
SIGNATURE:
"
D.B. 738> {" PG. 595 PRINTED NAME AND TITLE:
DATE:
NOTES:
1. EXISTING IMPERVIOUS AREA = 269,610 SF
PROPOSED IMPERVIOUS AREA = 268,120 SF
REDUCTION IN IMPERVIOUS AREA = 1%
PRE 2 YEAR Q=22.30
PRE 10 YEAR Q=28.47
PRE 25 YEAR Q=32.67
POST 2 YEAR Q=15.53
POST 10 YEAR Q=23.88
`. POST 25 YEAR 0=26.80
,.N 191,S,-,.
;Aye OF 2. STORMWATER DETENTION WILL BE PROVIDED IN THE
-- `=. .. EXTENDED DETENTION AREA OF THE DETENTION BASIN.
3. WATER QUALITY WILL BE IMPROVED THROUGH THE USE
OF GRASSED SWALES BETWEEN THE PARKING AISLES
IN THE MAIN PARKING LOT AND A WET DETENTION
BASIN BEHIND THE REAR PARKING AREA.
4. ROOF DRAINS FOR THE HOTEL WILL TIE TO THE STORM
DRAIN SYSTEM. ROOF DRAINS FOR THE EXISTING
BUILDING WILL BE CONECTED THRUGH DOWNSPOUTS
AND SPLASH GUARDS TO SHEET FLOW ACCROSS
PARKING LOT.
5. DROP INLET STRUCTURES DI-1, DI-2,Di-3,DI-4 AND
DI-5 ARE TO BE INSTALLED WITH RIMS ELEVATED 6"
ABOVE PROPOSED GRADE TO ALLOW THE SWALES TO
FUNCTION AS STORM DETENTION SWALES.
SEE DETAIL ON SHEET C-14.
6. ALL JUNCTION BOXS TO BE PROVIDED WITH MANHOLE
FRAME AND COVER.
7. SOIL TYPE IS LANDO FINE SAND (Lo)
vV
;A,; �3
iRAINAGE PIPE DATA
'_E
LENGTH
(FT.)
SLOPE
(%)
UPSTREAM
RIM ELEV.
(FT.)
DOWNSTREAM
RIM ELEV,
(FT.)
UPSTREAM
INVERT
(FT.)
DOWNSTREAM
INVERT
(FT.)
1
181.0
0.30
23.87
22.03
19.19
18.64
t
44
0.30
23.76
23.87
19.32
19.19
1
65
0.30
23.76
23.26
19.50
19.32
I
70
0.30
24.80
23.26
19.73
19.50
1
15
0.30
23.76
23.87
19.24
19.19
1
65
0.30
23.76
23.26
19.42
19.24
1
65
0.30
23.76
23.26
19.60
19.42
179
0.30
24.02
23.26
19.96
19.42
3
52
0.30
24.00
23.26
19.76
19.60
3
367
0.31
24.80
24.00
20.89
19.76
3
40
0.30
24.83
24.80
21.03
20.89
60
0.53
21.35
24.47
21.35
21.03
147
0.36
24.45
24.47
21.56
21.03
57
0.32
21.74
24.45
21.74
21.56
63
0.32
25.00
24.40
21.80
21.60
71
0.30
25.00
25.00
22.01
21.80
STORMWATER PLAN
w
17

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7Z
DEWTEMTION BASI
PERMANENT POOL
ELEV=22.5
DETENTION BA
TOP OF BASIN
ELEV 23.75
s�
O
g, -
8
8
24' I-
TYP
19,
TYP
14,342 S.F.
RETAIL
HVAC PADS
(TYP.)
8830 S.F.
STORAGE
Id 874 S.F. OFFICE I
FOR MINI —WAREHOUSE rLj
25,022 S.F.
STORAGE
11_
LOADING ZONE
;-TAC 62 LLC ITAC C:2 "s._L.=
M.B. 24, PG. 16 D.B. 1947, PG. 915
27'x 19' DUMPSTER PAD
WITH FENCE (SEE DUMPSTER
PAD WITH SCREEN DETAIL)
REV. NO.1 DESCRIPTION DATE
REVISIONS
1874 S.F.
RETAIL
1874 S.F.
RETAIL
1328 S.F.
RETAIL
1328 S.F.
RETAIL
1582 S.F.
RETAIL
1582 S.F.
RETAIL
1582 S.F.
RETAIL
1582 S.F.
RETAIL
1582 S.F.
RETAIL
1582 S.F.
RESTURANT
1582 S.F.
RETAIL
1582 S.F.
RETAIL
1582 S.F.
RETAIL
ROBERT RUARK DRIVE
SR 1852 ­...
w
if OHE 0H __.. .,.m -- — o E—. .
PELICAN COMPANIESb.
D.B. 1044, PG. 818
TRACT 2.
TYP__1 _F -------
10 10
K/
v
9p 24PROPOSED PERVIOUS
TYP PAVERS TYP.
TYPE (TYP.)
r� PROPOSED LANDSCAPE
AREA (TYP.)
8'
■ 10 10
PROPOSED 2' CURB
& GUTTER (TYP.) 8'
�. 1b
2569 S.F.
RETAIL1
LOADING ZONE
1
E� E9SS3 AG 3R47
JU4
O
O
E
Nil
000r�000
FHREESIXT'-' FIV L LC
D.B. 2046, PG. 488
4—STORY, 86 UNIT
HOTEL '= HVAC PAD
(TYP.)
DIESEL GEE RATOR
' PAD
JASON L. AND Fop'"LOP,-LIE R SMITH
D.B. 1795. PG. 863
CURRENT ZONING: HC (HIGHWAY_ COMMERCIAL DISTRICT
1501 N. HOWE STREET
BRUNSWICK COUNTY P.I.N.: 221 MA033
MAXIMUM BUILDING HEIGHT: 40'
BUILDING 1 SF: 13,968 SF
BUILDING 2 SF: 72,733 SF
TOTAL BUILDING SF: 86,702 SF
SITE INFORMATION
REQUIRED
PROVIDED
MINIMUM LOT SIZE
10,000 SF
347,604
SF
BUILDING SETBACK STANDARDS
FRONT YARD:
25'
35'
REAR YARD:
20'
30'
SIDE YARD:
8'
28'
REQUIRED PARKING:
USE
AREA
REQUIRED
RETAIL
38,758 SF
1 SPACE
/
300 SF = 130
�_—
HOTEL
MINI —STORAGE
86 ROOMS
36,173 SF
1 SPACE
1 SPACE
/
/
ROOM = 86
1,000 SF = 37
� a,
"°� �
MINI —STORAGE
(OFFICE)
800 SF
1 SPACE
/
225 SF +1 /EMPLOYEE = 5
�-� PiCG� M�€Nli�fENT
I 'K216
TOTAL PARKING REQUIRED = 258 SPACES
2 7 (NG29)
PROVIDED PARKING:
TOTAL PARKING: 335 SPACES
PROVIDED
j HANDICAPPED SPACES: 11 PROVIDED,
9 REQUIRED
I LANDSCAPE INFORMATION:
®�
I PARKING /,REA:
166,374 SF
18 % LANDSCAPING REQUIRED:
17,433 SF
PARKING AREA LANDSCAPING PROVIDED:
78,017 SF
EVIA C;
LANDSCAPED AREAS PROVIDED:
23.4
D.B. 738, PG. 595
12' x 12' DUMPSTER PAD
WITH _FENCE _._
(SEES SHAWDOW BOX DETAIL)
E
a
LITTLE SANDPIPER CHILD LEARNING CENTER
D.B. 1885, PG. 646 WLLIAM L. AND EI_I7ARFTiI ANN SMITH
D.B. 1898, PG. 976
PROJECT MANAGER
DLF
DRAWING SCALE
1 "=40'
909 MARKET STREET
WK WILMINGTON, NC 28401
[phone]
DICKSON Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DA
APPROVALS
[DESIGN BY
CEV
PROJECT DATE
02_07_07
BID: ^.
APPROVED BY
DLF
PROJECT NUMBER
60194.00.WL
CONSTRUCTION
FlLE NAME
C-2
PLOT DATE
RECORD DWG
NOTES:
1. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN
TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
2. A POLE MOUNTED SIGN WITH INTERIOR LIGHTING WILL BE
PROVIDED. THE LOCATION OF THE SIGN IS YET TO BE
DETERMINED. ENTRANCE AND EXIT SIGNS WILL BE
LOCATED AT THE ENTRANCES ON ROBERT RUARK DRIVE
AND NC 211. THESE SIGNS WILL ALSO BE PROVIDED WITH
INTERIOR LIGHTING.
FINAL DESIGN NOT RELEASED FOR CONSTRUCTION
SMITHVILLE CROSSING
FOR
RICHARDSON ARCHITECTURE
S TE PLAN
APPROVEDG��
NORTH CAROLINA ENVIRONMWX
MANAGEMENT COMMISSION
DIVISION OF WATER OUALITY''
�L!q/Oi.
C3
15

.... ..... ...
INV
CHECK DAM
D.B. 1795, PG. 863
M.B. 24, PG. 16 D.B. 1947, PG. 915
2
-�2
wA—
/NLET PROTECTIDN
7/SEE DETAIL (TIYP)
------ - - - - - - - - - -
K-
Ji
N 4 2�5 F T
7
Ipp
j
D.B. 738, PG. 595
TEMPORARY SILT FENCE
SEE DETAIL (TYP)
LIMITS OF DISTURBANCE
7.86
AC 342,729 SF)
Tn 42
M.9, 22 PC, 75'�
5.561f/
7eA
2556
.""
D.B. 2308 PG. 684
25.56'
2.2
>
5.59
(AS OF'
x
D.B. 2046, PG. 488
ow�--
PROJECT MANAGER
DLF
DRAWING SCALE909
1"=30'
MARKET STREET
WILMINGTON, NC 2W1
WK [phone]
D I C vS ON Office Locations:
community Infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DESIGN BY
CEV
PROJECT DATE
02-06-07
BIDDING
APPROVED By
DLF
PROJECT NUMBER
60194.00.WL
CONSTRUC11ON
RLE NAME
C-3
PLOT DATE
RECORD DWG.
SMITHVILLE CROSSING
FOR
RICHARDSON ARCHITECTURE
GRADING &
EROSION CONTROL PLAN
W,
15

CL
1;
S _.. _....___.__...... ...... .... _._.__. ... .. ._. ....... .......__ .. _ ._.._. __.�._ W... ......_.....-........_. ...... .......
...,... ..,....,....... .. _..... _,......_.-..._ ..,__.. ._._.. _..._ ........ _. _..__.. _..._ ..__.,....... _ ..........._..... _.... ..........-..... ..,... ...._. ....... ....-_ -.....
I
PROPOSED EMERGENCY
SPILLWAY
LINED WITH RIP RAP
(SEE DETAIL SHEET)
PROPOSED FOREBAY # 1
BOTTOM ELEV=19.5'
(SEE DETAIL SHEET)
PROPOSED FOREBAY RIP RAP
(SEE DETAIL SHEET)
0
BOTTOM OF
LITTORAL SHELF=20.8:
PROPOSED FOREB,
RIP R:
PROPOSED FOREBAY #
BOTTOM ELEVA110N=19.
(SEE DETAIL SHEE'
PROPOSED FOREB�'
I .
PROPOSED EXTENDED DETENTI{
BOTTOM OF BAY=22
LEGEN
JB
JUNCTION BOX
MH
MANHOLE
OS
OUTLET STRUCTURE
HW
HEAD WALL
DI
DROP INLET
Cl
CATCH INLET
M.B. 24, PG. 16
r �1
D.B. 1947, PG. 915
12
HW-1
MH-1
CLASS III RCP
24"
75.00
0.43
21.35
24.47
21.35
21.03
13
MH-2
MH-1
CLASS III RCP
18"
156.00
0.30
24.40
24.47
21.60
21.03
14
OS-1
MH-2
CLASS III RCP
18"
46.00
0.30
21.74
24.40
21.74
21.60
TYPICAL GRASS SWALE
N.T.S.
Tr%D rW DANK
r^ ^i- _
\'
~' \
D.B. 2308, PG. 684
1 )
E
�
r
.
N dTES: I
1",:EXISTING IMPERVIOUS AREA = 269,610 SF
' k:
j :PROPOSED IMPERVIOUS: AREA = 268,120 SF
REDUCTION _ IN_. -IMPERVIOUS_ AREA = 1 %
PRE 2 YEAR Q=27.68
PRE 10 YEAR Q=34.85
PRE 25 YEAR Q=39.60
POST 2 YEAR Q=15.99
,
POST 10 YEAR Q=24.59
II
POST 25 YEAR Q=27.40
2. STORMWATER DETENTION WILL BE PROVIDED IN THE EXTENDED
AREA OF
THE DETENTION BASIN.
3. WATER QUALITY WILL BE IMPROVED THROUGH THE USE OF GRASSED
SWALES BETWEEN THE PARKING AISLES IN THE MAIN PARKING
LOT AND A
WET' DETENTION ' BASIN BEHIND THE REAR PARKING AREA.
,I
r , 4. ROOF DRAINS FOR THE HOTEL WILL TIE TO THE STORM DRAIN
SYSTEM.
ROOF DRAINS FOR THE EXISTING BUILDING WILL BE CONECTED
THRUGH
D.B. 2046, PG. 488
DOWNSPOUTS AND SPLASH GUARDS TO SHEET FLOW ACCROSS
PARKING
LOT..
5. DROP INLET STRUCTURES DI-1, DI-2,DI-3,DI-4 AND DI-5 ARE
TO BE
INSTALLED WITH RIMS ELEVATED 6" ABOVE PROPOSED GRADE
0 ALLOW
THE SWALES TO FUNCTION AS STORM DETENTION SWALES.
SEE DETAIL ON SHEET C-14.
-'
if
......__._ I.______..
SCALE IN FEET
30 15 0 15 30
60
D.B. 1898, PG. 976 _
FINAL
DESIGN
-
NOT
RELEASED
FOR
CONSTRUCTION
REV. NO. ---DESCRIPTION - - I DATE
RF 1 ISIONS
- -
3RO,ECT MANAGER
DLF
DESIGN BY
CEV
APPROVED BY
DLF
FILE NAME
C-4
DRAYANG SCALE
1 OJ 3
PROJECT
DATE
02-06-07 DDICKU0.150N
PROJECT NUMBER
60194.00. WL
PLOT DATE community infrastructure consultants
909 MARKET STREET RELEASED FOR
WILMINGTON, NC 28401 APPROVALS
[phone]
Office Locations:
North Carolina
South Carolina
Georgia % U1,40. Mull f iviv
Florid. RECORD DWG.
SMITHVILLE CROSSING
FOR
RICHARDSON ARCHITECTURE
STORM WATER FLAN
f
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SECTION X-X
SECTION J-J
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N USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS, OF BRICK MASONRY.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH SM. DRAWING 840.66.
USE TYPE "E", "F" AND "0" GRATES UNLESS OTHERWISE INDICATED.
USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
OF SECTION 840 OF THE STANDARD SPECIFICATIONS.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STO. NO. 840.00.
FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE
12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING
6'-0". QUANTITES TO BE ADJUSTED ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
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UNLESS OTHERWISE NOTED.
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8" 1 EXPANSION JOINT-7 6
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EXPANSION JOI'iT--J
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MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN (BASED ON MIN. HEIGHT, H, WITH NO RISER)'DIMENSIONS
CU. DS C
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0 A 8 C 0 I H E F NO LENGTH LENGTH I NO LENGTH LBS. SLAB SLAB CONC. IN 1XLS Salcx _ --'
12"
3'-0"
2'-2"
2 9"
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0,281
0,883
1.1164
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0.042
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1.324
0.044
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3'•0"
2'-2"
3'-9"
0.281
0.281
1.204
1.485
0.078
0.121
30"
3'-0"
2'-2"
3'-4"
4'-3"
1'-2"
4'-4"
4
1'-8" 1 3 -
4�
3
4'-1"
45
0.147
0.374
0.521
1.606
2.217
10.122
0.184
36"
42"
3 0
3 0
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2'-2"
3'-10"
4'-5,
4' 8'
5'-3
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3'-6"
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1 9 , 3
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0.135
0.415
0.373
0.82
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1,914
2.152
2.b18
2.860
0.176
0.240
0.281
0.371
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6'-3"
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BRICK CATCH BASIN DETAIL
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DROP INLET FRAME AND GRATE DETAIL
NOT TO SCALE
PROJECT MANAGER
DLF
ORAWNG SCALE
BTS
909 MARKET STREET
WILMINGTON. NC 28401
[phone]
®ICSaN Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DESIGN 8Y
DESIGN
CEV
PROJECT DATEWK
12-20-06
BIDDING
APPROVED BY
PROJECT NUMBER
60194.00.WL
CONSTRUCTION
F1LE NAME
C•-11-15 DET...
PLOT DATE
RECORD DWG.
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SMITHVILLE CROSSING
FOR
RICHARDSON ARCHITECTURE
sWALE SLOPE
I
I I
I f I I
I I i I
---
PROPOSED DROP INLET
RIM ELEVATION = 23.76'
(DI-1, DI-2, DI-3, DI-4,
AND DI-5)
SWALEE
PROPOSED GRADE AT
SWALE LOWPOINT = 23.26
DROP INLET WITH ELEVATED RIM
NOT TO SCALE
FINAL DESIGN- NOT RELEASED FOR CONSTRUCTION
MISCELLANEOUS DETAILS
C14
i�

3:1 SIDESLOPE
1-INCH STORAGE
FORE BAY #1 EL. 19.50'
EL. 23.15'
10'
LITTORAL
5.0' 1 SHELF
3:1 SIDESLOPE
BASIN BOTTOM EL. 19.50'
BERM L6:1 SIDESLOPE
RED TOP GRASS SEED
ALONG LITTORAL SHELF
(ARGOSITS ALBA)
EL. 23.15'
10'
LITTORAL
SHELF 15.0'
SURFACE AREA
SURFACE AREA
FORE BAY
FORE BAY
PERMANENT POOL
BASIN DEPTH
1" STORAGE
REQUIRED
PROVIDED
VOLUME REQ.
VOLUME PROVIDED
ELEVATION
(FT)
ELEVATION
(SF)
(SF)
(CF)
(CF)
22.50
3.0
23.15
1 12,301
112,819
639
4,244
WET DETENTION BASIN CROSS-SECTION
N.T.S.
1-INCH STORAGE
3:1 SIDESLOPE
6:1 SIDESLOPE
RED TOP GRASS SEED
ALONG LITTORAL SHELF
(ARGOSITS ALBA)
NOTES:
1. ABOVE WATERLINE AND OUTSIDE LITTORAL
SHELF USE PERMANENT SEEDING SCHEDULE PER
DETAIL SHEET.
2. FOR MAINTENCE OF THE WET DETENTION
BASIN,PERMANENT POOL VOLUME TO BE
REDUCED BY A PUMPING OPERATION.
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"
GALVANIZED ANGLE FRAME. MORTAR FRAME TO TOP OF
OUTLET STRUCTURE
EL. 23.15'
FORE BAY #2 EL. 19.50'
OVERFLOW TO DETENTION FACILITY 23.15'
27' WIDE
BOTTOM=22.00
1.5" SCH. 40 PVC OUTLET
RIM.-Fk = 23.15
NOTES:
1" STORAGE ELEVATION = 23.15
1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN
POOL EL. = 22.50 —
THE CONCRETE AT 5' INTERVALS.
_.--
EXPANSION JOINT LL BE REQUIRED • AND NIERE THE
SIDE SE-�
CONCRETE ABUTS CURB AND GUTTERA AND/OR ANYRIGID STRUCTURES.
6:1
�
OUTLET PIPE
-'`
INV. EL. =
21.64
12" RCP CLASS III _
UPSTREAM
�INVLEL. 21.6421.50
3. CONCRETE SHALL BE 3600 PSI. IN 28 DAYS.
DOWNSTREAM
4. CONCRETE SHALL BE REINFORCED WITH 6"X6"X10" WWF 2" DEEP.
3• /
LENGTH = 46.00
2 FT MIN.
SLOPE = 0.30%
°
° .
3'x3' REINFORCED
CONCRETE BOX
—
't
INV. EL. = 20.41
6" EXTENDED
BASE
OUTLET STRUCTURE DETAIL
ACE COURSE, 1-2
'HED AGGREGATE BASE COURSE
COMPACTED SUBGRADE
(SEE SPECIFICATIONS FOR
COMPACTION OF SUBGRADE)
PAVEMENT DETAIL
N.T.S.
N.T.S.
10.0' -
0.3'
EL. 22.20'
EL. 22.50'
(SEE SPECIFICATIONS FOR
COMPACTION OF SUB GRADE).
FILTER FABRIC 6" THICK CLASS 'B' RIP -RAP
STANDARD SIDEWALK DETAIL
FOREBAY RIP -RAP
N.T.S.
.W, i
N.T.S.
2.0'
0.5'
" THICK CONCRETE
CONCRETE DRAINAGE DITCH
N.T.S.
FINAL DESIGN- NOT RELEASED FOR CONSTRUCTION
REV. NO.1 DESCRIPTION DATE
REVISIONS
PROJECT MANAGER
DLF
DRAWING SCALE
BTS
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
DICKSON Office Locations:
North Carolina Georgia
community infrastructure consultants 9
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DESIGN BY
PROJECT DATEvw
01_CT
BIDDING
APPROVED BY
APPROVED
DLF
PROJECT NUMBER
NUM
60194.00.V&
CONSTRUCTION
FlLE NAME
C-11-15 DIET ...
PLOT DATE
RECORD DWG.
SMITHVILLE CROSSING
FOR
RICHARDSON ARCHITECTURE
MISCELLANEOUS DETAILS
C16
16