SW5100301_APPROVED PLANS_20100514

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �119-�,�'J1
DOC TYPE
❑CURRENT PERMIT
L?PAPPROVED PLANS
HISTORICAL FILE
DOC DATE
YYYYMMDD

I
mmw, MATTHEW 0 &
MARISOL
0675617347
ZONED RA-30 OUTLET
RESIDENTIAL USE INV 341.40
SEE DETAIL
ZAMMIT, MATTHEW D &
MARISOL
PROVIDE 30'WEIR SECTION
FOR BYPASS
ZONED RAa
,-I RESIDENTIAL USE EL 345�4_
INBIORETETOBAS
B3
RIP"
NOTE:
THE SITE HAS NO OFF SITE DRAINAGE AREA. DRAINAGE
AREA FOR THE BIORETENTION BASIN IS LIM ITIED T6LOT 5
PRE TREATMENT AREAJGRASS) BY-PASS SWALE
FOR OFF SITE DRAINAGE
loe
A 342
I. TIT_
CLARK, WIL�M - -1
:7T S"E FLOW
ZONED RA-30 346.51 HCP HCP
T
FLUSH GUTTER
INTO 010 BASIN
Doh
MAINTENANCE EASEMENT 34730
TOC ei A
ok 342
TOC
FORXLLwrcw I TOC VIC
5 CURB INLET
%WCODEDSCREEN-
J � FROM SWALE
PAD
RR FRLWWT MORT A
N WOODED SCREEN A
VAC
0 •''
A
.100'
A
�MECH MIPWNT TOC
7�5
A
LO', '
FUTURE BUILDING 347-50 n A BALLANCa, LEIGH, FT AL
TOC.
Ln PROPOSED OFFICE BUILDING ZONED HB
FFE 347.58 A V�CANT
BAL.LANiE, LEIGH, ET AL'_ LOT 5 1 A
A
0675513419
ZONED H8
VACANT 24'J NJ
ACCES RWE
OWNERN/DEVELOPER
Byrd Properties of Angier, LLC
104 South Main Street
Lillington, NC 27546
Phone [phone]
Fax [phone]
SEEDING SCHEDULE
(REVISED: 1-1-86)
Shoulders, Side Ditches, Slopes (Max 3:1)
DATE TYPE
PLANTING
Aug 15 - Nov 1 Tali Fescue
300 lbs
Nov 1 - Mar I Tall Fescue
300 lbs
& Abruzzi Rye
25 lbs/
Mar I - Apr 15 Tall Fescue
300 lbs/
Apr 15 - Jun 30 Hulled Common Bermuclogross
25 ib
Ju€ 1 Aug 15 Tall Fescue and
120 lbs/
11"Browntop Millet
35 lbs/
*:*or Sorghum -Sudan Hybrids
30 Ibs/
Slopes (3. 1 to 2: 1)
Mar I Jun I S ricea Lespedeza (scarified)
50 Ibs/
Mar 1 Apr I' Add Toll Fescue
120 lbs/
Mar I ,tun 30 Or Add Weeping Lovegross
$
10 Ibs/
Mar I Jun Or Add Hulled �ommnr Bermuclogross
25 lbs
Jun I Sep I ***Tall Fescue and
120 Ibs/
*"*Browntop Millet
35 lbs/
***or Sorghum -Sudan ' rids
td-unscarified)70
30 Ibs
Sep I Mar 1 Sericea Lespedezo (unhu
lbs/acr
and Tall Fescue
120 Ibsl
(Nov I VGr 1) Add Abruzzi Rye
25 Ibs
Consult Conservation Engineer or Soil Conservation Service for
additional information concerning other aiternotives for vegetation of
denuded areas, The above vegetation rates are those which do
well under
focal conditions; other seeding rote combinations are possible.
***Temporary Reseed according to optimum season for desired permone
vegetation, a not allow temporary cover to grow over 12" in height
befo
mowing, otherwise fescue may be shaded out.
SEEDBED PREPARATION
1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
1) REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM,
SUPERPHOSPHATE
4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND
UNIFORMLY AND MIX WITH SOIL (SEE BELOW-).
5.) CONTINUE TILLAGE UNTIL A WELL -PU LVERI ZED, FIRM
INCHES REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6
DEEP.
6,) SEED ON A FRESHLY PREPARED SEEDBED AND COVER AFTER
SEEDING, SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK,
7.) MULCH IMMEDIATELY AFTER SEEDING ANCHOR MULCH
8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE.
FOLLOWING STAND SHOULD BE OVER 6070AMAGED, REESTABLISH
ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
14 FERTILIZER - 1,000 lbs, / ACRE -10-10-10
A
3472 BY-PASS SWALE SUPERPHOSPHATE- 500 lbs> / ACRE -207.ANALYSIS
FOR OFF SITE DRAINAGE MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION @ 300 GALS./ ACRE
10
347,34
TOO
72 347.57
OC TOC
A
94 A!
3422
11M.0 � , �: r. A
TOC A FUTURE DRIVE73 At
41
347, (NOT IN THIS PROJECT)
oc TOC
# ' XTA&
346.-
MH
5PUBLICSIDEWAUK Cawa WALK cama WK
515.21FE
EOP A8
Re RI(aHTOF WAY
294,66 LF 8" SEWER MAIN 0.75% 146,53 L
'8"SEWER MAIN @ 0,75%
MH 3
FHZIP 4* MOE M.
R 0.EDP $ILM MH4 A -I
ECIP
FWT MAX
MH i ALL 0MVNS
MIN MIN
EXISTING
WM- d'IRE FUR
VAN ACC0509 all CM 35OL04 ------
T349.07
349.10 EOP­ PARKING STRIPING
EOR EOP EOP (NTS)
S NC Hwy 55--
TYPE R7-410 SIGN
7`7777 Uq N rg�'wm
R"
�0 7
"'M"R0�' ? " 4� - FSSiME SPACES
IC ROW
120 PUBIL AT ALL VAN A CCE
VAN
t Vi ACCESSIBLE
00;f
S ITE
KENNEBEC CH. D.
VICINITY MAP (N.T.S.)
Site Data
RATE Address NC 55, Angier NC
/acre
/acre County Wake
acre
acre Pin Number 0675515131
S/ccre
acre
acre Deed Reference DB 2006, PG 1754
cre
acre Area 1.50 ac
acre Zoning Highway Business
acre
/acre
acre Proposed Use Doctors Office
acre
/acre Hours of Operation 8 -.00 AM to 7:00 PM M-F
e
acre
'acre Proposed Buiding 5119 SF
Impervious Surface 55.7%
nt
re Water Service Public Water
Sewer Service Public Sewer
Parking Req'd (1/300) x 5119 = 17 ea
Parking Provided 44 ea
Handicap Parking Req'd 1 per 25 spaces 2 ea
Handicap Provided. 4 ea
Setbacks
Front 40 ft
Side 4 ft
Rear 20 ft
required
ruje;,;equ:,r:
" amity mth the
the.
Shout P
2 ASPHALT - TYPE 1I
80 ABC
TYPICAL ASPHALT PAVING SECTION
NTS
LINE SPII W1
GRASS
BY-PASS CHANNEL SECTION
NTS
sl
LINE SPILLWAY W1 31
GRASS
CHANNEL SECTION
NIS
LINE SPILLWAY W1 1 30'
NORTH AMERICAN GREEN
F300 OR EQUAL DO RETENTION BASIN SPII
TYP SECTION
NITS
PRE-11EATMENT
MAVELSM13
S aws STRIP LINESMWAY0
FLOW FROM PARKING LOT NM PSW 09 EQUAL
CAPPED CLEMOU1 PORT
31 SIDE SLOPS 0.50'
TOP OF BMIN 3i6,24
RESERVED
NO TE.-
TOP"W30.75
PARKINGTHE
R7-8E SIGN
79
CENTIPEDE SOD
INV BAW 3600
WETLANDS NOTE:
GENERAL NOTESI
- 1-111 -1 �
1=1 I I=Mi � 1-III---_Ul
--I 71-=-T 11EI I
CONSTRUCTION SEQUENCE
1.
Boundary and topographic fnformotion provided by Owner.
Speoftom
1��E -11 I-M=
1, Obtain a land-distAng permit. Schedule a pre-oomhellion conference With the NCDHNR-Land Quaky Section- - Raleo Roonal Office,
NO WETLANDS EXIST ON THIS LOT.
SITE WAS PREVIOUSLY DEVELOPED AS A RESIDENTR LOT (MOBILE
2.
n accordance wltl? Town of Angier
All site Improvements shall be constructed 1
Standards and Ordinances.
sand pmt
Ms tan 5
il=_
.. T'-'-'TT
`_M�= = EE I T=
SOLMEDIA
iD�
2. Wd gravel construction pad, temporary diversions, 0 fence, rock dam and other measures as shown on the pproved plan. Clear only as necessary to install these
devices. Seed temporary diversions, bens and basins hmediaWy after construction,
HOME), THE ENTIRE LOT WAS CLEARED, GRADED AND LANDSCAPED.
J.
Location of existing utilities is approximate. Contractor shall verify location of all
axis utilities and shall be responsible for any damage resulting from his actions.
"ne
MAXIMUM
CIIiy Wwnt
mmpost 3-5%
T=-21 MIE f
M-1714DE
-Ir=-
20
Col/ N ONE CALL
PENALTY
1E1 I I
Z 11 r.=Ll 1_111 1 -
_DEM
-i Tij -. 11
3. Begin demolition, Maintain devices as needed.
$250
Ph*vw Index 10 min - 30 Max
M U
M
111= Fjr�:__
4. Begin fbg and grading as shown on the approved plan
4.
Contractor shall notIfy Engineer and Owner of conflicts, errors, an7bigultles or
discrepancies Contractor discovers in the drawings,
2
5, Install remaining storm sewer, as shown, and protect inlets with Mock and gravel inlet wntrols, sediment taps or other approved measures as shown on the plan, Begin
which
8
MMEDIANN
Construction, building, etc.
5.
Contractor shall at all times molptaln adequate osures , activities, and
lolelMethe site.
barricades, for the protection of oil persons on or about
2-0 POST
V WAV g 0
73 riv
JNVOURET3QX
i
6. Stabhe Site as areas are brought up to %sh grade Wit vegetation, paving, ditch linings, etc. Seed and mulch denuded areas within 15 working or 30 calendar days for
temporary cover/ 30 working Cr 90 calendar days for permanent coverl and 21 calendar days on all sbpes.
ALL CONSTRUCTION OPERA77ONS SHALL BE ACCOMPLISHED IN ACCORDANCE WTH THE APPLICABLE
REGULA 77ONS OF 7HE OCCUPA TIONAL SAFET'y AND HEAL TH OF THE
12' 0 X 20" CONCRETE
-F*T FOOTING
N,
"WOVEN FILTER FMW OVER 87ONE FILTER LAYER
0 AFL W47
GRAPHIC SCALE 1 30'
DI KSION NC DEPA R TREN T OF
LABOR.
7. When construction is complete and all arm are stabilized completely, d Land Quality Section for an inspection.
NOTE:
b6n as approved plan
8. If site � approved, remove temporary sediment basin and instate bloretention shown on the a
Con tractor shall be responsible for the design of adequate shoring and bracIng In all
trenches and excavations that are the this
Engineer for inspection prior to backNIN underdrains. Once approved,W911 With planting media in accordance ~Nib the approved plan,
9. Call Engineer
0 30 60 90
a of construction operations of project.
Contractor shall be responsible for iUtooriltation and main tenonce of adequate shoring
CONTRACTOR SHALL PROVIDED ANALYSIS OF THE
10, Om bWill is Compete and sod is in place, call for final inspection by EII
and bracing, and the protection of a// persons and property on or the s1te.
VERTICAL
H.Q_R ,,,SIC44
SOILMEADIA TO THE ENGINEER PRIOR TO W-RETENTION BASIN CROSS SECTION
6.
All efectrkal utilities seMnq this site shall be installed underground.
NTS
PLACEMENT IN THE BIORETENTION WIN.
NTS
2
10
0
co
Z
M
Cr t4 2,
?
�
LiJ
fi
a.
Mae
ft
it
CV
0 cri
Cn C:
T'7
0
o
�
ywi
C44
r
r
j """
,
�
I
I
�
rt
r-J,
LLJ
LU
CL
0
LU
C/>
1 Of 1