SW7131017_APPROVED PLANS_20131216

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D D

NORTH
GLENN & VIRGINIA TRI\
DB 2581 PG 861
ZONED RESIDENTIAL
PIPE___
EX. SSMH
RIM=19.72'
INV IN = 13.72
INV. OUT=13.62'
INV. IN=14.92' (Ipock)
EX. 1" PIPE
i__�
/ BRYAN M. BAILEY
DB 3075 PG 93
ZONED RESIDENTIAL
\\ Q
s \\
�s 1no\\
s \ \\ TPED
o\\\\ I>4 GV
\\ \ CQ� oa
�-
EX. 5/B��-
REBAR-
-SS- -
\-W---
\ ---OHE---
\�o\\� \---UGE---
RICHARD L. CANNON oe\o\\\ \\\ \\ - - - FOC- - -
DB 527 PG 407 �\ \ 0-
ZONED RESIDENTIAL \ \\\ \
Dgv fX. I" PIPE - X
spa O
\ \ \ Cf
EX. 1.5" PIPE Y� : ��`� � �� � � � `"0 ��,
- ----25----
srn FX. DI f REMOVE EXISTING 15" RCP
PATRICIA MARIE W 6G NS LES & s4_ Q? REMOVE EX. DI s� s�A\
DB 1992 PG 798 EF \ c^
ZONED RESIDENTIAL
EX. 1 ' PIPE \N
REMOVE EXISTING 15" RCP X\ \
Ste_ BE� S EXXsS%AH
\
EX. 4" SS CO
EX. SSMH
RIM=21.20'
INV.=16.25'
MICHAEL & CINDY MILLS
DB 2690 PG 803
ZONED COMMERCIAL
`g® -tRIM=15.4,,
PVC SEWER 13.92'
EX. 8" ' EMENT INV. IN=14.72' p\
SEWER EAS
SIR
�- - REMOVE EXIST SEWER MAIN AFTER INSTALLATION OF NEW \Z \ \ \ \ s'� �� \
MAIN. EXISTING SEWER EASEMENT TO BE REMOVED ONCE s \ \
LINE IS REINSTALLED. \�\ \ \ `r s \ \\\
J A A �1�
W
rn_
\ \\ 0 9 \ �\
a� v
REBUILD EX. DI #4
C?
01 CQ� z AV A \
_ v
�/ l 8L'ObZ=I 8a
- - REMOVE
15" RCP (END NOT FOUND) ! -'a; 9 L • O t Z
PP -as os S -- I£ O S E L O S SIR
R/W
I
IR
40
s�
_ „
_ "D�/� 6'PVC
M M ---Ham-=m - -_M TER M<ytCL
_ _ tL _ __ _ __ __ _ ___ 3N�F�d3131
-- _
RN
- 2------- -�_=----r===
DE CUT EX. DRIVE CUT EX. DRIVE CUT EX.I DRIVE C T
1 EX. DRIVE CUT EX. DRIVE C
-- REMOVE 219LFt EXIST CURBING AND DRIVEWAY CUTS, REP4CE t1�+ tTANDARD NCDOT CURB TO MATCH EXISTING
m
x
O j b
W
18" RCP
o' EX JB LOCATION
BASED ON NCDOT PLANS
MAIN STREET
(U.S. HIGHWAY 17-BUISNESS)
60' RIGHT OF WAY
EXISTING CONDITIONS AND DEMOLITION PLAN
SCALE: I" =20'
CIVIL LEGEND
WATER METER
SANITARY SEWER MANHOLE
SANITARY SEWER CLEANOUT
STORM DRAIN CURB INLET
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
COMMUNICATIONS PEDESTAL
GAS VALVE
UTILITY POLE/POLE WITH LIGHT
GUY WIRE
DITCH/SWALE CENTERLINE
SANITARY SEWER (GRAVITY)
STORM SEWER
DOMESTIC WATER
OVERHEAD ELECTRICAL
UNDERGROUND ELECTRICAL
UNDERGROUND GAS
UNDERGROUND COMMUNICATIONS
UNDERGROUND FIBER OPTIC CABLE
R/W MONUMENT
IRON ROD SET
1" IRON PIPE
EX. PK NAIL
SPOT ELEVATIONS
CONTOUR LINES
TREE
SOURCE/DESTINATION UNKNOWN
R/W AS PER NC DOT PLANS
PROJj 9.8024504
DATED 1972
3 \ \
\ \ R
M UMENT
�i
FIRE HYDRANT
_.-
VICINITY MAP
OWNER: SCALE N.T.S
EASTERN PRIDE, INC.
2405-F NASH STREET
WILSON, NC 27896
GENERAL CONTRACTOR:
STOCKS AND TAYLOR CONSTRUCTION, INC.
1825 CAROLINA AVENUE
WASHINGTON, NC 27889
GENERAL BUILDING INFORMATION
BUILDING USE: COMMERCIAL - RETAIL
BUILDING SIZE: 8,320 SF
LOT SIZE: 1.20 ACRES
ZONING INFORMATION:
SITE ZONING: COMMERCIAL
SETBACKS:
MINIMUM BUILDING SETBACKS (UNLESS NOTED)
FRONT: 20'
SIDE: 15'
REAR: 10'
SITE SURVEY NOTES:
1) THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN A SPECIAL 100 YEAR
FLOOD HAZARD AREA ACCORDING TO FLOOD INSURANCE RATE MAP NO.
3720554600J, DATED JULY 2, 2004
2) ALL ELEVATIONS SHOWN HEREON ARE BASED ON MEAN SEA LEVEL NAVD 1988
3) ALL UTILITY LINES SHOWN HEREON MAY HAVE EASEMENTS AND RIGHTS OF
ENTRANCE AND MAINTENANCE ASSOCIATED WITH THEM.
4) PROPERTY IS CURRENTLY ZONED COMMERCIAL
5) UNDERGROUND UTILITY LINES NOTED AS SUCH HEREON WERE FROM A VERBAL
LOCATION DESCRIBED BY A PUBLIC WORKS EMPLOYEE OF THE TOWN.
1. ALL DSTANCES ARE HORIZONTAL GROUND MEASUREMENTS r I/
2. ELEVATIONS ARE NAVD 88 (DERIVED FROM THE NC VRS SYSTEM) •�)� ~
a+ "
3. AREA CALCULATED BY COORDINATES. ^ �1
A p�N07L sn! 1:/V�"�
ZONE .. „x !� P 7;1 C,V�OLINA EN\ �c _
FIRM NAP ....... 3720554600J
EFFECINE DATE ........ JULY 2, 2004 t : ACEMENT COPdMi° --
�J
REFS'- ID!vz ON OF WATER CUALITY
D8 2688 PG 451 TRACTS 21-24 North Caro4ae11
PC C-141 _T`- 20 13
One -Call Ce1" WA}e,PwHO No,� t3'z 17
Know what's below.
Call before you dig.
EXIST DRAINAGE STRUCTURES
LINE
RIM
INV. IN
INV. IN
INV. OUT
DII
19.76'
17.96'
17.86'
DIIA
19.21'
17.26'
17.31'
D12
19.10'
16.80'
16.70'
D13
19.04
16.14' 05")
16.24' (24")
16.09'
D14
19.15'
15.75' (24")
19.65' (36")
14.55'
D15
19.54'
14.19'
D16
19.31'
16.36'
16.31'
D17
18.32'
13.37' (367
14.12' 05-)
12.82,
CBI
19.00' TC
1
15.35'
FOPO AND BOUNDARISURVEY PROVIDED BY
F
GASKINS LAND
SURVEYING, P.A.
Phone: [phone] PO Be. C-3354 Fax: [phone] Vanceboro, NC 28586586
E1_
D
70
C
55
a)
a
a
(n
C:�
o
o
a-
D
o
U
17
c>
z
Ld
W
a
:DCLA
Im
a
za
C J
Z d
O
Z
f
V j
(30
Z G
W
� N
> -
o
L
c
Q W
Q
Q
O
U)
J
J
u
Z
IS99
Im
J
a
1616
It% CAqvmuan
# V.7
9 aarrt a "
M
4 Q��iQ�
%
12/8/13
'AMLICO ENGINEERING SERVICES, PLLC
- PaLICENSE ttNO. P-0530
144Fbi�3
E1igi1"I;'•erina
C1 L'ices
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
to O
O o-
- U
Ld Iv
a� o
Q)
0
0
File No. 13016
Scale: 1'= 20'
Sheet No.
c,iI,,,,iii,001

INV. OUT=13.6-9'
INV. IN=14.92' (Ipock)
EX. I" PIPE
NORTH
i_3. o,
EX.
i BRYAN M. BAILEY REBAR
DB 3075 PG 93 spa AA\
ZONED RESIDENTIAL N
u0 CIS \1 \ \\
OVZOV 0 SS q VA
RICHARD L. CANNON
DB 527 PG 407 a
ZONED RESIDENTIAL S '
wow
$vFF�R APR Al 2 ' "mom ..• N_EW-RCP STORM DRAIN
EX. 1.5" PIPE � MECHANICAL
PAD
DUMPSTER PAD 2020' TYP 2 w/
ENCLOSURE, SEE DETAIL 2, THIS SHEET s6
�- DELIVERY DOOR
PATRICIA NOBLES & Q
-
MARIE WIGGINS 80'
DB 1992 PG 798 �- EGRESS DOOR
ZONED RESIDENTIAL F� 5
EX. 1 "PIPE lie`' PROP. 4" THICK CONIC
'Dq1A 30.4PAD W/ 6" DIA STEEL
N BOLLARDS PLACED BY
q4� OWNER
I
9� CCI
8 EE/Q
DITCH ALONG �� SF ��
PROPERTY LINE I
GLENN & VIRGINIA TRIPP\ 6D i 3 I o 10 ( FAMILY DOLLAR STORE a I
DB 2581 PG 861 --- 0 X 8Q'x104' � 1
ZONED RESIDENTIAL t3-39 4h E R2 _ ��� I 0 N
1 " PIPE -3-1. j
INV = 17.79' SIR I o )I 1
EX 4" SS CO
EX SSMH
RIM 21.20' 1
INV _=16.25' NE�AASPHALT 1
SAND FILTER 9'X20' (TYP)
SEE GRADING Sn 6" DIA STEEL BOLLARDS TO BE PLACED 1
` ALONG SIDEWALK AT 6'-4" O/C 1
N o n I----- 38.5'
-
rn, PROP. 8' MONOLITHIC SIDEW%'
MICHAEL & CINDY MILLS _
DB 2690 PG 803 + 14
77
ZONED COMMERCIAL
NEW UNDERGROUND ELECTRIC SERVICE
20'
24" CURB
AND GUTTER NEW ASPHALT
a PARKING
9'X20' (TYP)
0
PYLON MBL 20
1OX70 DRIVEWAY SIGN G 36' 19
1000
SIGHT TRIANGLES R 5. ME an• p oy
R(j
oo - Clc -ric -nc 1 T
R W
d G
One -Call Center - -
�n
O
& , I
v I
Know whafs below.
Call before you dig.
1 SITE PLAN
SCALE: 1" =20'
o
STANDARD NCDOT STREET TYPE I wU
ENTRANCE W/ EXPRESSWAY GUTTER I c
8" ABC STONE
2" SURFACE COURSE
TIE TO EXISTING ASPHALT �L.}
SEE SHEET C-004 FOR
DETAILS OF SEWER LINE
RELOCATION AND STORM DRAIN
RELOCATION
EXIST DRAINAGE STRUCTURES
LINE
RIM
INV. IN
INV. IN
INV. OUT
DII
19.76'
17.96'
17.86'
DIIA
19.21,
17.26'
17.31'
D12
19.10,
16.80'
16.70'
D13
19.04
16.14' 05")
16.24' (24")
16.09'
D14
1 19.15'
15.75' (24")
19.65' (36")
14.55'
D15
19.54'
14.19'
D16
19.31'
16.36'
16.31'
D17
18.32'
13.37' (367
14.12' (15')
12.82'
CBI
19.00' TIC
15.35'
PROPOSED 4" PVC GRAVITY SEWER SERVICE
PROPOSED 3/4" WATER METER WITH
\ BACKFLOW PREVENTER AND RPZ IN HOT BOX
\ WITH ELECTRICAL TO PREVENT FREEZING
S\
PROPOSED 3j4" IRRIGATION TAP WITH
BACKFLOW PREVENTER AND RPZ IN HOT BOX
s \ WITH ELECTRICAL TO PREVENT FREEZING
T\ \\\ \ 0
ss \
X �SIJH -
R5.42' jA
AVA\ �A n 0"C'
INV. oUT I s.92' \ s;. � d � � ✓/.�
INV. w 72' � \\V 0� C�
CONDENSOR \�\ \ \ s \
PAD F \ \ \� O�
dtp
K
41
G \�pC2 \\ -Vo�
05 ` A\V A \
o \
O`o A D
Sl
05 \ \ R/W AS PER NC DOT PLANS
PROJ# 9,8024504
\ DATED 1972
\ M UMENT
3.20,9£.LOS SIR \\ 3
6" PVC \ FIRE HYDRANT
-tp WATER MAIN
----------�-N�I�'�- M MF
- - - - - EPKSITr BENCH
9F EX. PK NAIL
ELEV. = 19.61
�e N
18 RCP
EX JB LOCATION
BASED ON NCOOT PLANS
-- -- RIf
z / PcQ MAIN STREET
w °� �� (U.S. HIGHWAY 17-BUISNESS)
4�
` 60' RIGHT OF WAY
�dCD
2" SURFACE COURSE
8" ABC STONE
Wn de
E-H e e e
7) - COMPACTED SUBGRADE
TYPICAL PAVEMENT SECTION
3 Scale: Not To Scale
SUMMARY OF SITE:
OWNER:
EASTERN PRIDE, INC.
2405-F NASH STREET
WILSON, NC 27896
GENERAL CONTRACTOR:
STOCKS AND TAYLOR CONSTRUCTION, INC.
1825 CAROLINA AVENUE
WASHINGTON, NC 27889
GENERAL BUILDING INFORMATION
BUILDING USE: COMMERCIAL - RETAIL
BUILDING SIZE: 8,320 SF
LOT SIZE: 1.20 ACRES
ZONING INFORMATION:
SITE ZONING: COMMERCIAL
SETBACKS:
MINIMUM BUILDING SETBACKS (UNLESS NOTED)
FRONT: 20'
SIDE: 15'
REAR: 10'
SITE SURVEY NOTES:
1) THE PROPERTY SHOWN HEREON IS NOT LOCATED WITHIN A SPECIAL 100 YEAR
FLOOD HAZARD AREA ACCORDING TO FLOOD INSURANCE RATE MAP NO.
37202554600J, DATED JULY 2, 2004.
2) ALL ELEVATIONS SHOWN HEREON ARE BASED ON MEAN SEA LEVEL NAVD 198
3) ALL UTILITY LINES SHOWN HEREON MAY HAVE EASEMENTS AND RIGHTS OF
ENTRANCE AND MAINTENANCE ASSOCIATED WITH THEM.
4) PROPERTY IS CURRENTLY ZONED COMMERCIAL
5) UNDERGROUND UTILITY LINES NOTED AS SUCH HEREON WERE FROM A VERBAL
LOCATION DESCRIBED BY A PUBLIC WORKS EMPLOYEE OF THE TOWN OF
VANCEBORO
PARKING REQUIREMENTS:
PARKING SPACES TO BE TYPICAL (9 FEET X 20 FEET) UNLESS OTHERWISE NOTE
PARKING SPACES REQUIRED: 42 WITH VARIANCE
PARKING BUILDING CODE REQUIREMENTS: (1 SPACE PER 200 SF RETAIL SPACE
PER VARIANCE ISSUED BY TOWN)
PARKING PROVIDED TOTAL: 47
HANDICAPPED ACCESSIBLE: 2
HANDICAPPED ACCESSIBLE PARKING TO BE (2 EQUAL SPACES)
UTILITIES:
WATER LINE: TOWN OF VANCEBORO
WASTEWATER: TOWN OF VANCEBORO
WASTEWATER SERVICE: 4" SEWER SERVICE
WATER SERVICE: 3/4" WATER SERVICE
ELECTRIC SERVICE: UNDERGROUND
NATURAL GAS: N/A
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.
24' ---STOP POST
0 0 0 }
7'-6"
o FENCE TO MEET
TOWN STANDARDS
I DOUBLE GATE W/
\\ I WHEEL SUPPORTS
W/ WWF
I
6" REINFORCED CONCRETE
° PAD, 3000 P.S.I.
p ASPHALT
PAVEMENT NOTE:
STOP POST AND FRONT BOLLARDS SHALL BE 6" STEEL PIPE,
PL 1N CONCRETE FILLED. THE EXPOSED LENGTH SHALL BE 4' ABOVE
GROUND WITH A BURY DEPTH OF 3'. POSTS SHALL BE
VERTICALLY LEVEL IN AN 18" DIAMETER HOLE BACK FILLED
WITH 3000 PSI CONCRETE.
6X6/6-6
STEEL MESH
1
i
• N 1
2" 2" SECTION A A
8"
DUMPSTER PAD DETAIL
Scale: Not To Scale
T )PO AND ROUNDAR'Y S! RVP PROVIDFD RY:
FGASKINS LAND
SURVEYING, P.A.
C-3023
Phone: [phone] PO Box 354
Fox: 252-244-5899 Vancebaro, NC 28586
w
�
a
rZ
cn
c
w
D
a
�
U
z
w
w
a_ d.
Lu
w
Q U)
W0
a
o-
a
Q
O
IIIIIIIIIN
cc
ii
V
z
J
O
w
t-
O
�-
O
CJ
uj
a
LLO
VA CA.9
Q 9
Zia
ti��4
lNQ a
G•:�Q`�.
•,r��M H E1 ````
f
PAMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
�allico
Encyi eeiiniz
'A
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, INC 27889
252-945-2983
[e-mail]
o 0 a
z z u
C� m W
w
oC, O
w r
z �n rx
Y (y E
H
O m a a
U) og
Z Z (� = w
Z Q H
w w H
H
a 0
oz
H
coo �w r�
N �
= N
File No. 13016
Scale: V=20'
Sheet No
C-002
_ _ T 7 _ _ _. __ .� _ _ __ _ _.
I I ,II I

NORTH
LIMITS OF DISTURBANCE
FILTER
ARC
-a------
SILT FENCE
Iq
OUTLET PROTECTION
CONSTRUCTION ENTRANCE
QINLET
PROTECTION
+XX.X
PROPOSED SPOT ELEVATION
TSW = TOP OF SIDEWALK
EP = PAVEMENT ELEVATION
TEMPORARY DIVERSION
SITE DRAINAGE DATA
PROPOSED IMPERVIOUS
AREA TOTAL
32,82OSF
TOTAL DRAINAGE AREA
52,272 SF
DISTURBED AREA
52,272 SF
INV. OUT=13.62' s�
INV. IN=14.92 (Ipock) j
EX. 1 " PIPE s \\
BRYAN M. BAILEY EX. 5/8
/ REBAR
DB 3075 PG 93 \\
j ZONED RESIDENTIAL
SEEDING PLAN
1. TEMPORARY SEEDING
PLANING DATES GRASS TYPE POUNDS/ACRE
DEC. 1 - APR. 15
RYE (GRAIN)
120
KOBE LESPEDEZA
50
APR. 15 - AUG. 15
GERMAN MILLET
40
AUG. 15 - DEC. 1
RYE (GRAIN)
120
LIME
3,000
FERTILIZER
10-10-10
800
MULCH
STRAW
4,000
\ 2. PERMANENT SEEDING
\
PLANING DATES
GRASS TYPE POUNDS/ACRE
SEPT. 1 - OCT. 3
TALL FESCUE
200
\\ \ KOBE LESPEDEZA 50
j\ RYE (GRAIN) 25
LIME 4,000
FERTILIZER 10-10-10 1,000
MULCH STRAW 4 000
OWNER:
EASTERN PRIDE, INC.
2405-F NASH STREET
WILSON, NC 27896
GENERAL CONTRACTOR:
STOCKS AND TAYLOR CONSTRUCTION, INC.
1825 CAROLINA AVENUE
WASHINGTON, NC 27889
GENERAL BUILDING INFORMATION
BUILDING USE: COMMERCIAL - RETAIL
BUILDING SIZE: -0,320 SF
LOT SIZE: 1.20 ACRES
RICHARD L. CANNON EROSION CONTROL CONSTRUCTION SEQUENCE
' • - � - AA
DB 527 PG 407 _ ,:-'" j� \ 1. OBTAIN AND POST COPY OF CERTIFICATE OF EROSION CONTROL PLAN APPROVAL.
ZONED RESIDENTIAL ` 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 DEMOLITION OPERATIONS.
\ 4. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTION. INSPECT DEVICE AFTER EVERY
\ RAINFALL EVENT AND CLEAN OUT TRAPS AND /OR CHECK DAMS WHEN HALF FULL.
2048 J \
00 TSS ®� •,,,,.EW�x R p SfORORM DRAIN \\ \ 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.
z 21.60
- 20.20 \n 6. SEED AND MULCH DISTURBED AREAS AS STATED BELOW BASED ON WORKING DAYS:
- _ RIM TSW .�9� A. UPON COMPLETION OF ANY PHASE OF CONSTRUCTION
' X -- X 21.60 ` '� \ B. WHEN WORK WILL NOT PROCEED IN AN AREA WITHIN THE ABOVE TIME FRAME.
7. AFTER SITE IS STABILIZED, REQUEST AN INSPECTION BY THE ENGINEER. UPON APPROVAL OF SITE
j /K TSW - \; \ \ STABILIZATION, REMOVE TEMPORARY EROSION DEVICES, DRESS OUT AREA AND SEED AND MUCH. PERMANENT
- 20.68 I �\ \
EROSION CONTROL DEVICES SHALL BE INSTALLED AND APPROVED BY ENGINEER.
20O' t SW f - \ j- DRAINAGE AREA 1 26,472 SF
FL I \ CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 4 INCHES DEEP OVER ADVERSE SOIL
X I V CONDITIONS, IF APPLICABLE.
20 X I \ RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
EX. 1 "PIPE II �,Ib W
0 1A REMOVE ALL LOOSE ROCK. ROOTS. AND OTHER OBSTRUCTIONS LEAVING SURFACE
20. 21.60 -- I \ REASONABLY SMOOTH AND UNIFORM.
F TSW
I \ /� APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX
\
\ WITH SOIL
OOF
Q 21.42 6" _PVCDRAIN PIPES I \ \ '.6 CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM. REASONABLY UNIFORM SEEDBED IS
21.28 TA EX. SS \ r \ \� v� PREPARED 4 TO 8 INCHES DEEP.
TC 8320 SF BUM DING I R -1 J.4 \\ C SEED ON FRESHLY PREPARED SEEDBED AND COVER SEED UGHTLY WITH SEEDING
- FAMILY DOUAR STORE
F0 7 104� INV. 0 =13.92 \\\ SS EQUIPMENT OR CULTIPACK AFTER SEEDING.
86INV. I=14.72' \ 0 -4 C�
FFE=21,7' ' MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
gyp. ss r0 C�n
j\ \� �� INSPECT ALL SIDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING WITHIN THE
20 PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED,
EX. 4" SS CO \ TSW \J �� REESTABLISHED FOLLOWING ORIGINAL LIME, FERTWZER AND SEEDING RATES.
EX. SSMH RIM=21.20' ,
SILT FENCE TO FOLLOW PROPERTY LINE NOTE:
INV.=16.25' \ I 20.30 S \ // CONTRACTOR SHALL PROVIDE A PERMANENT SEED COVER ON ALL AREAS DISTURBED
I TSW jDURING
THAT WERE SEEDEDDURING CONSTRUCTIONOPERATIONS. INCLUDING
WORK. E ANY DISTURBANCE TO THE AREAS
- - ----- -
AREA 2 TO SED TRAP 1 WHAT DOES THIS PERMIT REQUIRE ME TO DO?
23,553 SF S SHOULD READ AND BECOME FAMILIAR WITH THE PROVISIONS OF THIS PERMIT. BELOW 1 A LIST OF THE OR
REQUIREMENTS, WITH INDICATIONS WHERE THOSE DIFFER FROM THE PREVIOUS CONSTRUCTIONGENERAL PERMIT.
_20-52
TC \ r -- - - - - \\ 5 9� ° \EROSION AND SEDIMENT CONTROL PAN
MICHAEL & CINDY MILLS �. - - - - - - _ _ Sd3� " \ \ YOU MUST IMPLEMENT THE EROSION AND SEDIMENTATION CONTROL PAN APPROVED FOR YOUR PROJECT BY THE
\ 20,00 _ - -• "' ' I - :77
� - ``1 - \�� DIVISION OF LAND RESOURCES OR BY AN APPROVED LOCAL PROGRAM. ADHERENCE TO THAT E&SC PLAN IS AND
DB 2690 PG 803 1 " ENFORCEABLE COMPONENT OF THE STORM WATER PERMIT.
ZONED COMMERCIAL TSW I 21.0
e r'\ TSW EP \\ YOUR E&SC PLAN WILL IDENTIFY AREAS WHERE THE MORE STRINGENT 7 AND 14 DAY GROUND STABILIZATION
AREQUIREMENTS APPLY. SEE "NEW GROUND STABILIZATION REQUIREMENTS" ON PAGE 2,
TEMPORARY SEDIMENT TRAP 1 \
20.50- P 0, \ MONYITORINGT AND INSPECTIONS
RAIN
ON SITE.
L= 40 USE CLASS B RIP RAP FOR TC - / \KEEP A
OVERFLOW /,, \ DEDICATED DEMOLITION AND OTHER WASTE AREAS AND EARTHEN MATERIAL STOCKPILES MUST BE LOCATED AT
--- _ _ / \\ LEAST 50' FROM STORM DRAINS OR STREAMS UNLESS NO ALTERNATIVE IS FEASIBLE (NEW REQUIREMENT).
W= 20 WEIR. WEIR OPENING 5 . - - TC YOU MUST INSPECT ALL E&SC MEASURES AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM
M= 2:1 Q10 = 2.33 CFS �, � � /� 20.15 EVENT GREATER THAN A HALF INCH (DURING A 24-HOUR PERIOD). YOU MUST TAKE IMMEDIATE CORRECTIVE
�T ACTION FOR ANY DEVICE FAILURE.
D = 2 20.58 �\ \\ \ YOU MUST INSPECT ALL OUTLETS WHERE STORM WATER RUNOFF LEAVES YOUR SITE AND EVALUATE THE EFFECT
p TA \ \\\\ \ \ ON NEARBY STREAMS OR WETLANDS, OR CAUSES A VISIBLE INCREASE IN TURBIDITY (CLOUDINESS) OF ANY
WATER BODY.
\ YOU MUST KEEP RECORDS OF THESE INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN.
�- R7W AS PER NC DOT PLANS
-- 19.88\�, PROD 9.802 504 Y�OUMUSITOIpRO DMAINTENANCE
'ATHEN OnPERNAC ON AND MAINTENANCE NECESSARY TO MAINTAIN OPTIMAL PERFORMANCE OF STORM
DATED 1972 4 THIS MEANS TAKE CORRECTIVE ACTION IF EROSION AND SEDIMENT CONTROL FACILITIES ARE NOT
1 - FL OPERATING PROP E INTENT
_ _ WATER CONTROLS IS T O N
` \ PROPERLY! OPERATION AND MAINTENANCE INCLUDES, BUT IS NOT LIMITED TO:
TC 98 0 2 0 22.00 k m \ \
REMOVE
- STRUCTURES.
TC REGULARLY CLEANING OUT SEDIMENTATION BASINS
' \ \ STABILIZING ERODED BANKS OR SPILLWAY REMO M UMENT REPAIRING/CLEARING OUT INLETS AND OUTLETS.
_ - - REPAIRING PIPING, SEEPAGE AND MECHANICAL DAMAGE.
PID -0 S_ S REPAIRING SILT FENCE DAMAGE.
R1W j _ - - - - 0 - - - \ - - - - REPORTING
.- ---- - - ` INSPECTIONS ARE CHANCE TO CHECK IMPACTS TO NEARBY WATERS F ANY OBSERVE SEDIMENT THAT HAS
N R A
----f- _r- �iJQHrj3l� EPKSITE BENCHMAR
- - _ DEPOSITED IN A STREAM OR WETLAND, YOU MUST NOTIFY" THE DIVISION OF WATER QUALITY REGIONAL OFFICE WITHIN
- - - o - - -
1 _ - - -- "-- -- - - 24 HOURS AND PROVIDE WRITTEN NOTICE WITHIN 5 DAYS (SEE #3 ON PAGE 6 OF THE GENERAL PERMIT). PLEASE
ENTRANCE / / ELEV K NAIDL61 SEND A COPY OF THIS CORRESPONDENCE TO THE DIVISION OF LAND RESOURCES (DLR).
SAWCUT CURB AND �� J
MATCH EXISTING INN-COMPI ANCE & FINES
�
GRADE I O Ci TAKE COMPLIANCE SERIOUSLY! PROJECTS THAT VIOLATE STORM WATER PERMIT CONDITIONS AND/OR HAVE
UNAUTHORIZED WATER QUALITY IMPACTS ARE SUBJECT TO FINES. CIVIL PENALTIES OF UP TO E25,000.00 PER DAY
m I y FOR EACH VIOLATION MAY BE ASSESSED.
v
THERE ARE NO WETLANDS ON THIS SITE.
FOLLOWS PROPERTY LINE
PATRICIA NOBLES &
MARIE WIGGINS
DB 1992 PG 798
ZONED RESIDENTIAL
...
DB 2581 PG :. ZONED RESIDENTIAL
1 GRADING PLAN
SCALE: 1" =20'
EX. 1.5" PIPE
m
Vol
0
I
o
W
E-
U)
18" RCP
1 /-�1--0. r1S c c q nc n
J
yo EX JB LOCATION
BASED ON NCDOT PLANS
MAIN STREET
(U.S. HIGHWAY 17-BUISNESS)
60' RIGHT OF WAY North Carolina
One -Call Center
Know whaYs below.
Call before you dig.
0
1OP0 AND BOUNDARY SURVEY PROVIDED BY:
GGASKINS LAND
SURVEYING, P.A.
Phone: [phone] C-3
023 PO Box 354
Vancebaro, NC 28586
Fax: [phone]
vg
1* Vf
MIN
Sf a Aron Description
StabillftWon
Timehame Exceptloea
Peftneter dikes, swales. dAches an0 slopes
7 days
None
H19h Oua6ty Water iHOM Zones
7 days
None
Slopes sleeper than 3:1
7 days
If slopes are 10' or less in length and are not
steeper,han 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for stapes greater than SIT in length.
ems_ All other areas with slopes flatter H1ar14:1
I 14 days
None, except for perimeters and HOW Zones,
O
LL
a
l)
0-
Z
ce
F
Z
p
U
W
W
V
Z
U
W_
O
0
,w
Q
C
ui
W
(D
0
'
19
D_
Q
O
Iwo
U)
cd
Q
v
Z
O
W
Q
m
O
cn
m
�
Z
I
11
}7
�!y
1N�R/ �Z
J'
��ifMpH fit
4�
'AMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
ami1co
Emi
I : ,1PI
el-vicke
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, INC 27889
252-945-2983
[e-mail]
W O
0 a-
mn U
> U)
W Q)
ne� 0
M ,y
C7 O rh
File No. 13016
Scale: V=20'
Sheet No
CiiiiIimI003
,� - ---r7 �_ I .�. - 7.,-

SITE DRAINAGE DATA
PROPOSED IMPERVIOUS
AREA TOTAL
32,820SF
TOTAL DRAINAGE AREA
52,272
SF
EXISTING IMPERVIOUS AREA
7800
SF
IMPERVIOUS AREA TO BE
TREATED (MIN)
25,020
SF
WATER QUALITY VOLUME ADJ
2357.63 CF
VOLUME PROVIDED IN SAND
FILTER
2415
CF
VOLUME PROVIDED FOR 1YR
24 FIR EVENT
2243
CF
INV. OUT=13.62'
INV. IN=14.92' (Ipock)
NORTH "
EX. I" PIPE s \�
tP \\
DI 1 A REBUILT DI 2 RELOCATED
RIM = 20.87 RIM = 20 / s 'n� \\
INV = 16..2 INV = 16.0
CONVERT TO JB DA-- 0.11 AC
EX. 5/8 \\ ss \
512• BOX WITH 010= 0.43 CFS / BRYAN M. BAILEY REBAR \\ \
CONCRETE SLAB AND DB 3075 PG 93
L
OPENING FOR MH RING ZONED RESIDENTIAL
& COVER \ \\
DI 3 REBUILD
RICHARD L. CANNON \\20 ^ \\ \ \\ RIM = �19.04
PATRICIA NOBLES &
MARIE WIGGINS
DB 1992 PG 798
ZONED RESIDENTIAL
�g
DITCH ALONG O
GLENN & VIRGINIA TRIPP PROPERTY LINE DI#1
DB 2581 PG 861 --
ZONED RESIDENTIAL S13739'45F
1.63' i
1 " PIPE INV = 17.79' SIR
DA NW PIK SYSTEM
Q10= 4.67 CFS EX. 4" SS
SAND F1LI ER 241EW MH
SEE DUAL RIM=21.20'
INV.=16.2 ' A
1
3W
RN = 192 C05 N
FLUME III Q Ir1n0► ' � \
L= 1'
• MICHAEL & CINDY MILLS
DB 527 PG 407 \\ INV 1$ RCP- 16.14
ZONED RESIDENTIAL` \ INV 24" RCP = 16.24
\�
gV fX. 1"PIPE; INV OUT 36-15.15 WEIR TO BE USED AS
DIP \ A FLOW SPUTTER DEVICE
p0� 20 - / TSW 8 NEW 24" RCPS_ ► \ \ \ DURING STORM EVENTS GREATER
\ \ THAN 1 YR 24 FIR EVENT THE
- TS 2 OWNS MONO
21.60 �� SWALE WILL OVERFLOW TO AVOID
20.20 TSW \ ADDITIONAL DRAINAGE INTO THE
EX. 7.5" PIPE - RIM \ SAND FILTER. USE SOD TO ESTABLISH
21.60 GROUND COVER AND PREVENT EROSION
TSW \ \ SEE SHEET C 004 FOR OF OUTLET AREA.
_ _ P� AND (FILE OF WEIR ELEV = 19.8
�'- TSW B I \` \\ \ NEW STORM SYv1EM WEIR LENGTH = 15'
s z 2a 70 �i�
FL 1
20
Q
EX. 1PIPE 00,
21.60
DIJIA 20.
N F TSW 1
o d '
21.42 I A "6 SEDIMENT CHAMBER
TA I \S \ \ SURFACE AREA 1074 SF
TC EX SS \ \ ¢o �f CHAMBER TO BE BUILT OF
® R 19,4 ' \ CONCRETE WITH A WATER STOP
TC
I \ \ -`O AT THE FOOTING TO AVOID
oe 20.7 DRAIN PIPES INV. 0 T=13.92 \ \ SS .6 GROUND WATER INTO THE SYSTEM
FL TOTOP
MOOF WALL
I INV. 1=14.72' \ \ \ 0 C�
/ - -- -- OF CURB GRADE
0
\ \ SS \ O
8320 SF BUILDING 20. - - - -
_ FAMILY DOLLAR STORE I A\ TSW d,
N 80'x104' I \ \
--
FFE=21.T 20.30
TSW V \`
32
TREATED IMPERVIOUS
-
- - 25020SF T DI 4 (REBUILD)
_20.59 t VA / a RIM = 19.34
TC
W= 5 20.00 _ \ INN OUT 1 (48")
DB 2690 PG 803 -
FL . - 21.0 DA 'I = 0.18AC INV IN= 15.0 (36'� POCK
INV=20.0 ZONED COMMERCIAL 1
DA III = 0.48 AC 5 , - „ TSW EP ° Q10 1.47 C05 w y �vv INV IN = 4.8 (36") BUCK
�^ E �� \V LANE
Q10=3.92US ` DRAIN PIPES
VI = 2.06FPS T 50 INV IN = 18.5 5 A "v v vv REPLACE COVER WR H-20
- - - - - v LOAM APPROVED GRATE
WEIR TO BE USED AS ' -- p¢� 5/ TC \\
A FLOW SPUTTER DEVICE 2015
o \
DURING STORM EVENTS GREATER �' 4�<0
THAN 1 YR 24 HR EVENT THE �O 20.58 \`
n
SWALE WILL OVERFLOW TO AVOID cx�., GRADE AREA TO TA
ADDITIONAL DRAINAGE INTO THE DRAIN TOWARD
- --STREET
\
SAND FILTER. USE SOD TO ESTABLISH D S/
GROUND COVER AND PREVENT EROSION 61 o \ R/W AS PER NC DOT PLANS
OF OUTLET AREA. I PROJ# 9.8024504
WEIR ELEV = 19.8 19.88�, DATED 1972
- - - -- - -
- 9 ti
98 Fo�� ao Q p
22.00
C - t REMOVE 05 r
RCI7 (FWD NOT FOUNDM UMENT
PP 21.54 -CIS a (IS £ . L 0 S SIR `\
RJW - - - 0I15 -o - - -0 - - - - -
° o
v- -
a
I
�I
1 GRADING PLAN
SCALE: 1" =20'
INV 1
CONVERT Ti JB
COVER
- - - - EPKSITE BENCHM
EX. PK NAIL
ELEV. = 19.61
wV
ti
.p
18" RCP
-nC (IC r1C (IC n
EX JB LOCATION
BASED ON NCDOT PLANS
RIW
MAIN STREET
(U.S. HIGHWAY 17-BUISNESS)
60' RIGHT OF WAY North Carolina
One -Call Center
T(1P0 A"ND B! l)NDARY SURVEY PRCVIDEB BY:
�GASKINS LAND
SURVEYING, P.A.
C-3023
Phone: [phone] PO Box 354
Fax: [phone] Vanceboro, NC 28586
Know what's below.
Call before you dig.
ti
v
EXIST DRAINAGE STRUCTURES
LINE
RIM
INV. IN
INV. IN
INV. OUT
D11
19.76'
17.96'
17.86'
DIIA
19.21'
17.26'
17.31'
D12
19.10,
16.80'
16.70'
D13
19.04
16.14' (15")
16.24' (24")
16.09'
D14
19.15'
15.75' 24')
19.65' (36")
14.55'
D15
19.54'
14.19'
D16
19.31'
16.36'
16.31'
D17
18.32'
13.37' (367
14.12' (15")
12.82'
CBI
19.00 TC1
15.35'
O
OVERFLOW STRUCTURE TO BE CONSTRUCTED DURING THE
CONSTRUCTION OF THE SAND FILTERS. PRIOR TO INSTAI.I.ATION
OF THE DRAW DOWN WEIR ALL SEDIMENT SHALL BE CLEANED OUT
AND DISPOSED OF OFF SITE IN AN APPROVED PIT. A PRECAST
OR 8" BLOCK STRUCTURE CAN BE USED FOR CONSTRUCTION
0
c TOB 21.0'
EL 20.0
WEIR
EL. 19.5
6" -
e
4 . I
- SAND FILTER CHAMBER
SURFACE AREA 1341 SF
W�l
1.5'SAND FILTER MEDIA
TO MEET ASTM C 33
-SHWT EL. 18.5
IF �.- ..-... 11. .
17 Lora-n a n-a-n-n-n-n-u-u-c-u-u-G��,=n-,T-a--•,-a-n-n-u I'll, OUT 16.5
mi�r�ill �� fl ��Il mll �,}�n�'ir�irlhrll ��'If�� 1G��11 n 11 n.11�1I ��TI.�71 �11 �I1�t Il n,1Ti� lht ►1.7
:•4" HDPE PERFORATED PIPE
•• . PERFORATION
•
TOTALAS +AF STONE WIDTH6" DEEP SPACING MAX • •
WITH FILTER FABRIC
BETWFFN • AND STONE
AM SAND FILTER BASIN
TOP OF WIER
EL. 19.8
8„
15" PIPE
#4 @ 12" O.C.
E. W.
EASTERN PRIDE, INC.
2405-F NASH STREET
WILSON. INC 27896
GENERAL CONTRACTOR:
STOCKS AND TAYLOR CONSTRUCTION, INC.
1825 CAROUNA AVENUE
WASHINGTON, NC 27889
BUILDING USE: COMMERCIAL - RETAIL
BUILDING SIZE: 8,320 SF
LOT SIZE 1.20 ACRES
THERE ARE NO WETLANDS FOUND
ON THIS PROPERTY
Scale: Not To Scale:
NOTE;
DIMENSIONS SHOWN ON SITE PLAN
ACTUAL AREAS FOR DESIGN WERE
TAKEN FROM ACAD GENERATED
CONTOURS
15" PIPE
i
3
Drng Area
Rnoff
coeff
Area x C
TC
Rain
(1)
Total
flow
Cap
Tull
Vel
Pipe
Invert Elev
HGL Elev
Grnd / Rim Bev
Line ID
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
Dn
Up
Dn
Up
Dn
Up
(ac)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(flls)
(in)
(°!•)
(ft)
(ft)
(ft)
(it)
00
(it)
52.00
52.70
025
13.00
13.58
60.0
60.0
2.6
39.43
20.72
6.72
36
0.10
15.00
15A5
17.00
18.15
19.52
19.04
DI3TODI4
0.20
0.70
0.45
0.09
0.58
5.0
5.7
7.8
9.19
12.36
2.93
24
0.30
15.15
15.41
18.85
18.99
19.04
20.00
DI 2 TO DI 3
0.00
0.50
0.00
0.00
0.49
0.0
5.3
7.9
&55
5.75
4.84
18
0.30
15.41
15.59
19.12
19.52
20.00
20.50
JB 1 TO DI 2
0.00
0.00
0.00
0.00
0.00
0.0
0.0
1.6
4.67
5.46
3.81
15
072
1726
17.79
1967.
2006.
20.50
19.00
FES TO JB 1
0.50
0.50
0.98
0.49
0.49
5.0
5.0
8.0
394
4.57
3.21
15
0.50
16.20
16.50
19.67
19.90
20.50
20.00
OS TO JB 1
z
J
0-
to
o
IX
H
ID
ID
wC
j
w
O
Q
C/)
WO
19
Q
O
a
J
u
Z
Will
O
Lil
M
0
Q
Q
i'
C)
C)0
ca
LLI
"9
�,,11• N"
PAMLICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
rI1t €7
e}'viC.eS'.
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
0
a
w
LL a
o
D O
a w
z E,
� a
c o w
cn o a
z
O_ Q o m
[n L J
U 0 Q
z w
W OJ H
(Y � N w
H
� z q
0
g
a �a�
N � \
File No. a
13016
Scale: 1" = 20'
Sheet No
C-004

I
i�
2
z
79 �R' .,f R" Pvr (al n �n%
a6
0
0 "
MATCH LINE A
DI 5 REBUILD
RIM = 21
INV IN = 14.19
INV OUT = 14.19
CONVERT TO JB
W/ MH `RING & OVER
REmo�E
0
y
DI 4 (REBUILD)
RIM = 19.34
INV OUT = 14.30 (48")
INV IN= 14.30 (36") IPOCK
_ \ INV IN = 14.8 (36") BUCK LANE
REPLACE OVER WITH H-20
GOADING A ROVED GRATE
I � \ OO
QY
O�
ww\\ vo
O
CONTRACTOR TO UNCOVER
CONNECTION. MAYBE A HIDDEN
JUNCTION BOX. TIIE INTO THE
NEW DRAIANGE SYSTEM
6„ PVC
WATER MAIN -
(PER P_L A NN SO
(� O _ I
M -- M -- M�NO�`Hd3�31
MAIN JT.
j
!
FIBE OPTIC
! STORM
DRAIN
PROFILE
!
CABLES
XACT LOCATION
UNKNOWN
j
Do
i
I
I
i
114-.37' 4f
48" RCP @ 0.,10%
151
94' of 36" R4
@ 0.28%
!
88.�5 of 24" RCP ,® 0.30%
I I
60-17' of 18" RCP 0.28% 15' RCP
------ DI 4 (REBUILD)
RIM = 19.34
INV OUT - 14.30 (48")
INV IN= 14.3 (36") IPOCK
INV IN = 14.8 36" BUCK LANE
( )
-_---
DI 3 RIM: 19+04 33 --'
INV IN:14.74 24 RCP
INS IN 16.24 4" RCP
INV OUT:14.61 36" RCP
_ DI 2 DI 1 A TO SDMH
STA:4+21.17
RIM: RIM:2020
INV IN:15.17 18" RCP INV IN:15.46 15" RCP
! INV OUT: 24" RCP INV IN 17.26 15" EX.RCP
STA:0+00
RIM:1
'
OFS
ST
RIM
INV
f
!
INV IN: 14.19
INV OUT: 3
48" RCP
5 BOX CULVEft
IC:i6l111
bmaLollt
9-+UU
Im
c
0
0
Qi
W
A: 4+81.74
_19-8
OUT: 16.5
10
4+83
7) z
a
c -Y IL
c,
-u) C) Q
0 0 0
w
Q
a
a�
W0
CL
Q
O
J
J
`
J
a
LLM
..1
O
L
z
li
d
F
J
12/8/13
1LICO ENGINEERING SERVICES, PLLC
LICENSE NO. P-0530
jAmlico
fr�1
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
C
U) O
z
0 0-
L
U
W N
Elfo
rile No.
13014
Scale:
1'=10
Sheet No.
C-005
I - I

MINIMUM 10 MINIMUM 12-1/2 GAUGE
GAUGE LINE WIRES g o gX�M�M INTERMEDIATE WIRES STEEL POST
( VARIABLE AS DIRECT�D BY THE ENGINEER I ,-WOVEN WIRE FABRIC
10"
SILT FENCE FABRIC
SILT FENCE FABRICINSTALLED TO SECOND WIRE FROMRADE
GRADE�6" MINIMUM COVER
OVER SKIRT
ANCHOR SKIRT AS DIRECTED
BY ENGINEER
FRONT VIEW SIDE VIEW
1 SILT FENCE
Scale: Not To Scale:
GENERAL NOTES
1. ANY EXISTING ROOTS EXPOSED BY CONSTRUCTION ACTIVITY
SHALL BE SEVERED CLEANLY WITH A PRUNING TOOL.
2. DO NOT DISPOSE OF ANY CHEMICALS, PETROLEUM PRODUCTS,
OR REMOVE SOIL ANY OUTSIDE THE LIMIT OF WORK.
3. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
THE LOCATION OF ALL UNDERGROUND UTILITIES AND SHALL BE
RESPONSIBLE FOR REPAIRING DAMAGE TO ANY UTILITIES AS A
RESULT OF INSTALLING ANY LANDSCAPE MATERIALS.
4. MIN, 10% LANDSCAPE COVERAGE REQUIRED
NOTE
R AFI LF_-,TYP_)
[A!31HEN EMBANKMEfJI-., ,�
s'
s.
CUTLET SEE DETAIL 40.11
MAW IRNANI'E
REPAIR/PEPLACF R4FFIE.E WHEN IHPY
,., TE
RLMuvL sEcrML,al va11EN -.ELL 'S Ti z FULL. FIE RSF'ECTIN E VIEUV
aq
rti�F.
i q rLFT ZDNL
35' G -GFEACE AREA
FIH�T LHAMBtH
257 OF SURFACE AREA
'� �/� Tmn r:HAlABtiR
5,PFACL AREA
EXTEND SABLES UP SDES AS
GUTLE . Lr 0 Nu r Al 1 ow IT0w AR KINC
15% OF 1I RFACE TF1E END',.
AREA
USE SILT FENCE ONLY WHEN DRAINAGE AREA ' �♦ �y
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW. -�► �y
I
INLET
70' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
2"-3" STONE TO BE USED 25 OR WIDTH OF
EXISTING (SURGE STONE OR RAILROAD PROPOSED STREET,
ROADWAY aALu+sr) WHICHEVER IS GREATER
6" MIN. (15' MIN.)
PLAN VIEW
EXISTING ROADWAY 35' MIN.
CROSS SECTION
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION 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
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
STANDARD CONSTRUCTION ENTRANCE
Milli
O
IIx
d
♦ AMPS TOTAL
b
4�soirnrQmrs
1 iY13`
OVERALL
SQ. ET = 70.0
SIGN SUPPORT TO BE
PPJNTED BY LANDLORD
S HERYMN4AM-L
i9003 PICKET FEIME
SEMI-QWSS ENAMEL
FOR EXTERIIOR USE
SON SUPPORT TO
HAVE DIRECT BURIAL.
FOUNDATION
12'-0' MINIMUM F' t
20'
RADIUS
ASPHALTDRNfEWAY
ENTRANCE
EXISTING EDGE OF
PAVEMENT
PLAN VIEW
NOTES TO CONTRACTOR:
-COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE A MAXIMUM OF 36 FEET WIDE.
-ALL CONCRETE SHALL BE 3000 P.S.I.
--ELEVATION -B- MINUS ELEVATION "A• EQUALS 1 INCH.
DRIVEWAY ENTRANCE WITH
ASPHALT DRIVEWAY MAXIMUM RECOMMENDED GRADES
ENTRANCE WITH 8- ABC STONE
AND 2• AS LT 5, °-
k
FXIGTINr,
PAVEyEpII
COMPACTED)
BACKFlLL
TYPICAL SECTION
Nr:
1. CURB SHALL BE TAPERED TO FINISH FLUSH WITH SIDEWALK.
2. BEGINNING RADIUS SHALL NOT ENCROACH ON ADJACENT PROPERTIES BASED ON A PROJECTION OF THE
PROPERTY LINE FROM THE RIGHT OF WAY TO THE CURB LINE.
3, SIDEWALK SECTION SHALL NOT BE REQUIRED ALONG STREETS WHICH ARE NOT PLANNED FOR SIDEWALK.
NCDOT STD. DRIVE ENTRANCE
Scale: Not To Sole:
MIN
Scale: Not To Scale:
COMPACTED 2' MIN
(� ►ice - --.- __— ..___ --..
� FEET' C-1T OR FILL SLOE�t — �� L<n III nI1111
II -I IIu
-ORIGINAL GRADE
W i
NOTE CROSS SEC I ON
_FT A MIIUMUM, SEED, !RAW & TACK
-=E0'REFUR S E i JSFECTf0N AI PR
STARIIIIF DIVERSION DITCH
BASFD ON DESIGN VFI OCITY_
TEMP. DIVERSION
Scale: Not To Scale:
8" MINIMUN
1 :' MINIMA
f ROM TF
3000
SUPVURI PUrE
10 MR'
, L I EAGG NG -.
0h S nFS
4'MAX
FCOIIR MESH OR JIF TRENCHEII
DESIGN LIFE OF EARM( ,NTT BOTTOM ANIJ ]E
6-12 I.,
lbVFt- i
8"
,_ , FJJ
LTAKE TO SUPPORT WIRE.
3'm T,
TEMP SEDIMENT TRAP
Scale: Not To Scale:
GRATE!I/ r- TANDARDS
1
1
I
11
1,
_:
L—
-------4-�
-- -
I
---�1
8..
OUTLET
NorF.-
3 FArFIJ (MIN, BET
ti Lu E` & `U fLE I.
J F NC DEN EK ION (Tnei SEDIMENT
CIIINTI,_i. F P I ": n n GN MA uL
r N _ NHEI.E EK LE Ar'. I LEG.
rNsoFRAT :l .w nFSICN CRITFFIA.
voIEs:
_ %4" --ICI- !_XXRGE?,;I_� F
u!Ar.+,LIEN _u 1,: F p,
MINIMUM INSIDE DIMENSION.
Y X 4 F r, TINT' 1,1TH 12 ,
iS & 18" PIPE, 24' X 36"
A TIP T USED WITH la FIPE
-<LARL,EFL'.. rI lrN
PU13L 1C ?/ STING MUST Of
IRAFHC BEARINlr TYPE PER
u CIT STANDARDS
3. _E 4 X 4" X R OR 4" X 8" X 16
e ID _QN RL11 BlO I- CA.S1 IN
AIE OR PREC A'-11 TJ'NLFE 10
I I
M N_C.D o T STANDAPDs
PI.EP"ABI E
d. R STEP REC IIREMLFJ SEE NOFE
3N STANDAPD NO 30,01,
DROP INLET
Sole: Not To Sole:
b
r.
PIPE OUTLET TO FLAT AREA -
NO WELL DEFINED CHANNEL
PLAN
La
La
STANDARD METAL POSTS 2'-0" IN GROUND
�- GALVANIZED HARDWARE WIRE
EXTENDS TO TOP OF BOX
INLET PROTECTION
Scale: Not To Scale:
CARRY RIP RAP UP BANK
NO. 5 WASHED STONE
FLOC OO
NATURAL GRADE
2' MIN.
CLASS B RIP RAP -
WITH FILTER FABRIC
6- MIN. VARIES
V FREEBOARD
i
DEPTH OF
DITCH
c
o�
Check Dam Detail
2
Scale: Not To Scale:
PIPE OUTLET TO WELd-
RIPRAP
CLASS DEPTH (d) P
A 9-
LAN
B - 6"
1 2 - 2"
3' -o„
La
SECTION THRU PIPE SECTION THRU PIPE
NOTES: 1. La IS THE LENGTH OF THE. RIP -RAP APRON.
2. do IS THE NOMINAL. SIZE OF THE OUTLET PIPE.
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE
THE MAXIMUM T,-ULNIVATER 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 CHANNF,L
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BE RVEEN THE RIP -RAP AND SOIL FOUNDATION.
�L OUTLET PROTECTION
Sole: Not To Scale:
W � W
z
a 0 W
� O W
C 1 W
z U
N O t
0 U
W
Q
W '
O
CL
Q
Q
O
lox
C
J
u
�1H CAAO
Milk
12/B/13
PAMLICO ENGINEERING SERVICES, PLLC
�LICENSE iiNO. P-0530 an31i40
��Ireell��
PAMLICO ENGINEERING SERVICES
128 Abbey Lane
Washington, NC 27889
252-945-2983
[e-mail]
1v
0
He Ivo. 13016
Scale: NTS
Sheet No.
C-006