SW7120207_APPROVED PLANS_20120322

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW2;2007
DOC TYPE
El CURRENT PERMIT
pAPPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
si(JI�iD�ZZ—
YYYYMMDD

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OWNER: EASTERN PRIDE, INC.
GENERAL CONTRACTOR •- STOCKS AND TAYLOR
CONSTRUCTION, INC
PROPERTY SIZE 0,921 AC
SUMMARY OF SITE:
GMERAL BUILDING INFORMA312L
BUILDING USE: COMMERCIAL — RETAIL
BUILDING SIZE: 8050 SF
BUILDING INFO:7520 SF RETAIL
530 SF STORAGE
LOT SIZE 0.92 AC.
ZONING INFORMATION:
ZONING: C-1
SETBACKS: MINIMUM BUILDING SETBACKS (UNLESS NOTED)
FRONT: 50 FEET
SIDE: NA
REAR: NA FEET
UTILITIES:
WATER LINE - TOWN OF AURORA
WASTEWATER - TOWN OF AURORA
WASTEWATER SERVICE: 4" SEWER
WATER SERVICE: 1" WATER SERVICE
ELECTRIC SERVICE-- UNDERGROUND
NATURAL GAS - NIA
ALL NEW SERVICES SHALL MEET ALL
NC BUILDING CODE REQUIREMENTS
ALL EXISTING UTILITIES ARE SHOWN
BASED ON FIELD EVIDENCE
PRIOR TO ANY DIGGING NC ONE CALL SHALL
BE CALLED AND CONFIRM LOCATION AND SIZE
OF ALL EXISTING UTILITIES.
N
CONTRACTOR TO REMOVE
EXISTING PAVEMENT
— — — MARKINGS AND RE STRIPE I
URN LANE WITH 111 LF �
— - OF CENTER TURN LAME
PER MUTCD
j i ��
fi�a i l e' 4.G93 �T.
L=2659722.748 FT.
111.4
_._ _.— —__ ^~ ---------_-- --------.--------_`------- � FLASHING
=
LIGHT
— - — — — 0
— — — — — — — T 210,E -- ----- -- _- 0 1
— PROPOSED `—--
1" WATER METER
W% BACKFLOW PREVENTER -- — — — — -
REMOVE EXISTING METER
,
AND BOX PLUG OR 2 IT H
i REMOVE ALL.2JPES — — — —
X 13 �<LY + 7L
v j y
1 i r 34.5
DISTANCE TO NEAREST FH ,__ - — -
1 148.5 _ - — -- — — — w w W
l -- w EX. WATER MAIN w w � N 87'38'50"E 272.33' _
w
—11
— _
- N 87°38'S0"E 92.50 I G ,. it
PYLON ._ SIGN G 1 1 CD® ® ® �3, as (A }
PARKING
25 9'X18 (TYP) l f
WEST HALF
I — I Freddie R. Lewl5 2 ASPHALT s l
j j�
D.B, 1495, PG. 862 PARKING
I 6557-91--4509 EAT HAL
16.0
i I 1
PROP W MONQL-HIC, SIDEWALK, o I o
24 W 115' 6 DIA STEEL
WEST HALF 37,8 Q I ® O BOLLARDS TO BE 9,
U, L TRACT A'
91 W w 0921 ACREPLACED ALONG
1 .
{ V I z C W W w i 30,00' BY COORDINATES SIDEWALK 6'-4" O/C n�
I
AL
F,-edOle Lew:s 4 _T _- -�-i } IF NAL PLANS
f D.B. 1495, PG, 858
Fr557-91-3593 0011REVIEW ONLY
50 SF BUILDING
V �
Q $� 1 - FOR CONSTRUCTION
FAMILY DOLLAR STORE G"
I w PARKING7
9'X18' (TYP)
PROF. 4" THICK CONC. SIDEWALK
MOBILE HOME
R5r
ri
.
IN
W/ 6"DIA STEEL BOLLARDS
PARKING REQUIREMENTS
I ��
23
I
EA T HAL
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rI
p
/- (OWNER To VERIFY
/ LOCATION) '
16.$'
i
F-T-1
PARKING SPACES TO BE TYPICAL (9 FEET X 20 FEET) UNLESS
C
—�
OTHERWISE NOTED
I i WEST HALF
2 `
/ SIDEWtALK `, .+�,,,�
•••w•
PARKING SPACES REQUIRED: 40
25.3Q'
1
PARKING BUILDING CODE REQUIREMENTS:
(1 SPACE PER 200 SF
RETAIL) ,
�.--
92.50'
'10"w
272.09' MECHANICAL
�
�
PARKING PROVIDED TOTAL 43
�.� '10"w 92.50'
� S 87.26
s 37°2
20.0 PADS
HANDICAPPED ACCESSIBLE 2
t — —
PROPOSED
_DITCH
HANDICAPPED ACCESSIBLE PARKING TO
BE (2 EQUAL SPACES)
I�
'= SEA
PER LOCAL CODE
N 87'26'1a"E 50.00'
— . -- —
___ >�
SERVICE
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—_-.....-�- CONCRETE
N 88'05'04"E PARKING
184,99'
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TOP MH 9,62'
INV MH 3,50'
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-- - - - --'.._
AREA
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TOP MH 8.99'
INV MH
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D.B. A. E -A
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SLIDE DOUBLE —WIDE
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TOP APRON= 5.09'
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MAP NOT RECORDED
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Annie C.
65457-91-6337
a
0,5, 957, PG. 1036
6557-91-4346
I
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/-- -- 2"SURFACE COURSE
8" ABC STONE
-- COMPACTED SUBGRADE
1 TYPICAL PAVEMENT SECTION
Scale: Not To Scale:
VICINITY SKETCH
NOT TO SCALE
1 SITE PLAN
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LICENSE NO. P-0530
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, INC 27889
252-945-2983
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Scale: 111 = 20'
Sheet No.
C-001

DRAINAGE NOTES
N
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TOTAL SITE AREA DISTURBED =,92AC
TOTAL DRAINAGE AREA = 0.84AC
TOTAL IMPERVIOUS AREA = 0.51 AC
% IMPERVIOUS = 55,6%
THERE ARE NO WETLANDS ON THIS PROPERTY.
ER0$J0N__QNTR0L QONSTRIJCIION -SEQUENCE
1, OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL
PLAN APPROVAL,
2, CLEAR SITE ONLY AS NECESSARY TO INSTALL EROSION CONTROL
DEVICES AS INDICATED ON THE DRAWINGS OR SPECIFIED IN THE
SPECIFICATIONS.
3, ONCE EROSION CONTROL DEVICES ARE INSTALLED, BEGIN
CONSTRUCTION OPERATIONS,
4, MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING
CONSTRUCTION, INSPECT DEVICES AFTER EVERY RAINFALL EVENT
AND CLEAN OUT RAPS AND /OR CHECK DAMS WHEN HALF FULL,
5, AS CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION
CONTROL DEVICES AS INDICATED ON THE DRAWINGS, CALLED FOR IN
THE SPECIFICATIONS, OR AS NEEDED OR DIRECTED BY ENGINEER,
6, SEED AND MULCH DISTURBED AREAS WITHIN FIFTEEN (15)
WORKING DAYS:
A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION
B, WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE
ABOVE TIME FRAME,
7. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY HE
ENGINEER, UPON APPROVAL OF SITE STABILIZATION, REMOVE
TEMPORARY EROSION DEVICES, DRESS OUT AREA AND SEED AND
MUCH, PERMANENT EROSION CONTROL DEVICES SHALL BE INSTALLED
AND APPROVED BY ENGINEER.
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 4 INCHES DEEP
OVER ADVERSE SOIL CONDITIONS, IF APPLICABLE.
RIP THE ENTIRE AREA TO 6 INCHES DEPTH,
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM,
APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND
MIX WITH SOIL,
CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM. REASONABLY UNIFORM
SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH
SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING,
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
WITHIN THE PLANTING SEASON, IF POSSIBLE, IF STAND SHOULD BE OVER
60% DAMAGED, REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RATES,
NOTE:
CONTRACTOR SHALL PROVIDE A PERMANENT SEED COVER ON ALL AREAS
DISTURBED DURING CONSTRUCTION OPERATIONS, INCLUDING ANY DISTURBANCE TO
THOSE AREAS THAT WERE SEEDED DURING PREVIOUS WORK,
ALL SWOT ELEVATIONS ARE OF PAVEMENT UNLESS OTHERWISE NOTED
CONTOURS ARE SHOWN IN 1' INCREMENTS
WET POND SCHEDULE
AREA NUMBER
1
DISTURBED AREA
0.92
AC
IMPERVIOUS AREA
5
TOTAL DRAINAGE
84
AREA
EMERGENCY
8,5
SPILLWAY ELE
VOLUME 1 YR 24
3800 CF
HR EVENT
WATER QUALITY
7428
VOLUME
PERMANENT POOL
4162 SF
AREA
1. Temporwy_174eding
•II I
18' RCP OUTLET PIPE
WH CLASS 8 RIP RAP ; " "
OUTLET PROTECTION
Co WITH FILTER FABRIC /
04 L=10' INV IN 6.69 yC;=57 :1„rdJ 3 ,[T.
W=5' INV OUT m6.50 F _ .
D=11r I Ev. �.71 NAVC'88
43­
8.65 TA
-6
Tk
E 10.35 9.1 —�
-� 9.6 TA TA ;y
TA �.
ITCH TO DRAIN
9,4 I
TA
h
F-18rrtirm w@1
Grass.Tvae
PouncwAcm
Dec-: 4 - Apr- 15
kre (Gratin?
120
Kobe t_es"doza
50
AP,r. i 5 - Airy, 15
Germ m Wet
40
AtQ.15 .[Let. 1
Rye (Gl"airt)
120
Lime
3 000
Feffter
10-10-10
800
mulch.
Straw
4 000
2. F[errtranent Seeding
8n€IS1 U
QLa§§F?t7s:raA
c
Sept. 1 - Oct.. 31
Tall Fgscue
200
Rye (grain).
25
Lime
4 OPOO
Ferblizer
la-10-1.0
1000
Mutch
Straw
4.000
9.7
TA
TS
SANRARY SEWER 6" ROOF DRAINS
INCREASE SIZE AFTER
LAST DQWN S-OU-1-
6 U, QNRTR1Jr.TInN
C004 ENTRANCE
i yy I i I
4� I
50 SF BUILDING 1 i
80 �
FAMILY DOLLAR STORE
FFE = 10.55 t� ;
10,4
eI W4
DRAINS
9.7
TA
TS
• � .a� 4 1
C- OUTLET
CLASSVATH 8 RIP RAP
OUTLET PROTECTION
VATH FILTER FABRIC
W-51 INV OUT m8.25
1 GRADING PLAN
SCALE. 1" =20r
- REGRADE DITCH TO DRAIN
�^6
IRS C004
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AREA DOES NOT DRAIN INTO POND
3477 SF IMPERVIOUS AREA EXEMPT
I 1 (EXISTING IMPERVIOUS AREA)
I SEE DEMOLITION SHEET
Of
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FINAL PLANS
FOR REVIEW ONLY
NOT FOR CONSTRUCTION PAMUCO ENGlNEERING SERVICES, RL
LICENSE NO. P-0530
I
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1 I PAMLICO ENGINEERING SERVICE
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
TEMPORARY CHECK DAM �
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i SILT FENCE
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OUTLET PROTECTION
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WET POND ck: � U_ ¢ �
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CONSTRUCTION ENTRANCE
He No.
12005
Scale: 9 [r = 201
Sheet No.
OWNER: EASTERN PRIDE, INC.
GENERAL CONTRACTOR -•- STOCKS AND TAYLOR C�002
CONSTRUCTION, INC

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SW71Z0zo?
PLANT SCHEDULE
SHALLOW WATER
NAME
MIN
SIZE
SPACING AND
NO,
SWEET FLAG
150
24"
O/C
LIZARD TAIL
100
24"
O/C
SOFTSTEM BULRUSH
100
24"
0/C
SHALLOW LAND
SEDGES
4,9
CI
100
24"
0/C
JOE PYE WEEK
4,9
CI
100
24"
O/C
SWAMP SUNFLOWER
4.9
CI
150
24"
0/C
INSTALLATION OF NETTING AND MATTING
PRODUCTS DESIGNED TO CONTROL EROSION SHOULD BE INSTALLED IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, ANY MAT OR
BLANKETTYPE PRODUCT USED AS PROTECTIVE MULCH SHOULD PROVIDE
COVER OF AT LEAST 30% OF THE SURFACE WHERE IT iS APPLIED.
INSTALLATION IS ILLUSTRATED BELOW,
1 APPLY LIME, FERTILIZER AND SEED BEFORE LAYING THE NET OR MAT, IF
OPENWEAVENETTING IS USED, LIME MAY BE INCORPORATED BEFORE
INSTALLING THE NET AND FERTILIZER AND SEED SPRAYED ON
AFTERWARD,
2. START LAYING THE NET FROM THE TOP OF THE CHANNEL OR SLOPE
AND UNROLL IT DOWN THE GRADE. ALLOW NETTING TO LAY LOOSELY ON
THE SOIL BUT WITHOUT WRINKLES --DO NOT STRETCH,
3, TO SECURE THE NET, BURY THE UPSLOPE END IN A SLOT OR TRENCH
NO LESS THAN 6 INCHES DEEP, COVER WITH SOIL, AND TAMP FIRMLY,
STAPLE THE NET EVERY 12 INCHES ACROSS THE TOP END AND EVERY
3 FT AROUND THE EDGES AND BOTTOM, WHERE 2 STRIPS OF NET
ARE LAID SIDE BY SIDE, THE ADJACENT EDGES SHOULD BE OVERLAPPED
3 INCHES AND STAPLED TOGETHER. EACH STRIP OF NETTING SHOULD
ALSO BE STAPLED DOWN THE CENTER, EVERY 3 FT, DO NOT STRETCH
THE NET WHEN APPLYING STAPLES,
4, TO JOIN TWO STRIPS, CUT A TRENCH TO ANCHOR THE END OF THE NEW
NET, OVERLAP THE END OF THE PREVIOUS ROLL 18 INCHES, AND
SAMPLE EVERY 12 INCHES JUST BELOW THE ANCHOR SLOT.
MAINTENANCE
INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK
FOR RILL EROSION, DISLOCATION, OR FAILURE, WHERE EROSION IS
OBSERVED, APPLY ADDITIONAL MULCH, IF WASHOUT OCCURS, REPAIR
THE SLOPE GRADE, RESEED, AND REINSTALL MULCH, CONTINUE
INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED,
50,
®
6
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SHALLOW LAND
HERBACEOUS PLANTS
NOTES; @ 24" O/C
ALL PLANTS SHALL BE INSTALLED AS LARGE DRIFTS OF A SINGLE
PLANT SPECIES, UNLESS OTHERWISE NOTED. THE OUANT}TIES PROVIDED
IN THE PLANT LIST FOUND ON SHEET C-003 ASSUME THE PLANTS WILL
BE PROVIDED IN BAGS OF 50 PLANTS EACH AND PLANTED ON 24"
CENTERS IN 3 ROWS 24" APART PROVIDING 16 TO 17 PLANTS PER
DRIFT, SEE SCHEMATIC DIAGRAM ABOVE,
PLANTS LISTED IN THE PLANT LISTING ARE JUST A FEW SPECIES WHICH
MAY BE USED, THE CONTRACTOR MAY CHOOSE TO LOOK !N THE
NCDENR BMP MANUAL CHAPTER 6 FOR OTHER VARIETIES OF PLANTS
WHICH MAY BE SUBSTITUTED FOR THOSE LISTED, IF REVISED PLANTS
ARE TO BE USED THE ENGINEER IS TO BE NOTIFIED
1 DRIFT DETAIL -PLANT DISTRIBUTION
Scale: Not To Scale:
6" 2' MIN.
MIN,
CARRY RP RAP UP BANK o � OQ� i F tMlk)D R
a o
NO. 5 WASHED STONE �-t•! ? i.3(50 DEPTH OF
FLOW a ' P• e' a{�O�0 0 DITCH
NATURAL GRADE
LINE
CLASS 6 RIP RAP —
WITH FILTER FABRIC
6" MIN. .Dire
�Q Check Dam Detaii
Scale: Not To Scale:
1 TEMP. DITCH LINER
Scale: Not To Scale:
MINIMUM 10 GAUGE
UNE WIRES
SHALLOW WATER
EMERGENT PLANTS
@ 24" OC
70' MIN.
BUT SUFFICIENT TO KEEP EXISTING ROADWAY
SEDIMENT ON SITE
B' MIN.
2'-3" STONE TO BE USED 2V OR WIDTH OF
EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET,
ROADWAY BALLAST) - WHICHEVER IS
GREATER.
PLAN VIEW
POND PLANTING NOTES:
PERIMETER SLOPE ABOVE 10' SHELF
SHALL BE PLANTED IN GRASS PER THE
FOLLOWING SPECIFICATIONS:
TALL FESCUE 80 LB/AC
PENSACOLA BAHIAGRASS 50
KOBE LESPEDEZA 30
SEEDING DATES
FEB 15 - APR 30
SEPT 1 - OCT 31
AMMEND SOIL WITH LIME AND FERTILIZER PER
SOIL TESTS
MULCH - 4000 LB/AC GRAIN STRAW OR
EQUIVALENT COVER OF ANOTHER SUITABLE
MULCH
4 SWALE TYP
NTS
VARIABLE AS -FFC %E ENGINEER
SILT FENCE FABRIC
INSTALLED TO SECO14D
WIRE FROM TOP
�!1
12 STLT FENCE
Scale: Not To Stale:
35' MIN.
15' MIN.
\-FABRIC UNDER STONE
CROSS SECTION
STANDARD CONSTRUCTION ENTRANCE
Scale: Not To State:
4" PVC SCR[ W CAP
: TEE
PORARY STORAGE
Ip
V`J;1.5 HOLE DR[LLED,
TOP OF OVERFLOW WALL 9.0
WEIR ELEVATION 8,5
A
lo
10:1 SLOPE TEMPORARY STORAGE EL, 8.5'
r:.
j'. TEMPORARY STORAGE
&7428CF
----------„_SHWT EL.-7 -® --
PERMANENT POND VOL ®4,5
7660 CF
nl;
#4 REBAR TO TIE 1' SEDIMENT STORAGE
WALL TO FOOTING BOTTOM OF POND EL. 1.5®
R" PVC WITH PLUG AND
1,5- DRAW DOWN ORIFICE
INV 7 WET POND SECTION
2 NTS
POND PLANTING NOTES CONT, :
CONTRACTOR SHALL TOP DRESS THE
PLANTED SHELF WITH GOOD SOIL
MATERIAL TO SUSTAIN THE LIFE OF THE
PLANTS DURING PLANTING.
�- STELE. POST
WOVEN WIRE FABRIC
-SILT FENCE FABRIC
MINIMUM 1I /22 u i FILL SLOPE
INTERMEDIWI S
y•-
'�E 6" MINIMUM COVER
0" OVER SKIRT
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
AIDE _MEW
om
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
NEW CONSTRUCTION
12" MIN.
NO
1. PUT SILT FENCE OR TREE PR07ECTION FENCE UP TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
ST(NI:, THEN THE 11R>ES OF THE VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
a�
TOP OF SHELF EL 7,5
BOTTOM OF SHELF 6.5
TOP OF BERM 7,5 TOP OF POND EL. 9
3:1 SIDE SLOPES ON
ALL POND BANKS
FOREBAY(total) 1500 CF
BOTTOM OF FOREBAY EL, 4
10' VEGT SHELF
10: 1 SLOPE
.00 16'
10'
EL. 9'
CA ' e
� ° a
H
NOTEST
1 STRUCTURE CAN BE BUILT FROM 8"
SOLID CONCRETE BLOCKS
2. SUB GRADE SHALL BE SUITABLE FOR
STRUCTURE AND COMPACTED,
3. PLACE 6" CLEAN STONE UNDER
STRUCTURE FOR SUPPORT
4. PLACE CLASS 8 RIP RAP WITH FILTER
FABRIC ON DOWN STREAM END OF CUTLET
FILTE FABRIC TO � 4/
BE KEYED INTO
TOP OF SLOPE AND
USED IN AREAS WHERE A `
PERMANENT STAND OF GRASS
IS NOT ACQUIRED.
TYP. SLOPE DETAIL
Scale: Not To Scale:
PIPE OUTLET TO FLAT AREA
NO WELL DEFINED CHANNEL
PLAN
Lea
aL,
RIPRAP
CLASS DEPTH (d)
A 9"
B 1' - 6>
1 2' - 2"
2 3' - 0"
DRAW DOWN DEVICE
3'
DRAW DOWN
OUTLET EL7.0
OVER FLOW STRUCTURE
Scale: Not To Scale:
PERMANENT SEEDING FINAL
LANS
ON ALL SLOPES
FOR REVIEW ONLY PROFESSONAL SE&
NOT FOR CONSTRUCTION
oFESS�a
;%%/ SEAL
20212
S
HLtE�;
WIPE OUTLET TO WELL--
PLAN
La
I 1
SECTION THRU PIPE
SECTION
THRU PIPE
NOTES: 1, La IS THE LENGTH OF THE RIP -RAP APRON.
2, do ES THE NOMINAL SIZE OF THE OUTLFT PIPE.
3, IN A WELL-DEFINED CHANNEL EXTEND THE APRON
UP THE CHANNEL BANKS TO AN ELEVATION OF 6"
ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP
OF THE BANK, WHICHEVER IS LESS. WIDEN CHANNEL
AS
NECESSARY TO ACHIEVE REQUIRED WIDTH AT DISTANCE La FROM OUTLET. RIPRAP
ENTIRE DISTURBED
PORTION OF THE CHANNEL.
4, A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIP --RAP AND SOIL FOUNDATION.
14 OUTLET PROTECTION DETAIL
Scale: Not To Scale:
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PAMLICO ENGINEER[NG SERVICES, Pt
LICENSE NO. P-0530
PAMLICO ENGINEERING SERVICE
128 Abbey lane
Washington, NC 27889
252-945-2983
[e-mail]
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