SW7060308_APPROVED PLANS_20060327

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�il003D�
DOC TYPE
❑CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

VICINITY MAP
NTS
1 EDWARD T. HYMAN, JR. PLS L- 2690
CERTIFY THAT THE SURVEY CREATES A SUBDIVISION OF LAND
WITHIN THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS
AN ORDINANCE THAT REGULATES PARCELS OF LAND;
��H eARot
I HEREBY CERTIFY THAT UNDER MY DIRECTION
AND SUPERVISION THIS PLAT, SHOWN AND DESCRIBED
AN ACTUAL SURVEY OF
O ••'��SS%�••/`�
?;
HEREON, WAS DRAWN FROM
�O
LAND; THAT THE ERROR OF CLOSURE IS CALCULATEDBY LATITUDES AND DEPARTURES AND IS 1: 10,000+
- SEAL I.
THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS
- L-2690
BROKEN LINES; THAT THIS PLAT WAS PREPARED 1N
ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY HAND AND SEAL THIS _ DAY OF
,' T HYMP�;`,
20
rrrrrlllull'
EDWARD T. HYMAN. JR.
CERTIFICATE OF OWNERSHIP AND DEDICATION
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY DESCRIBED
HEREON, WHICH PROPERTY IS LOCATED WITHIN THE SUBDIVISION REGULATION JURISDICTION
OF ELIZABETH CITY, THAT I (WE) HEREBY FREELY ADOPT THIS PLAN OF SUBDIVISION AND
DEDICATE TO PUBLIC USE ALL AREA SHOWN ON THIS PLAT AS STREETS, ALLEYS, WALKS,
PARKS, OPEN SPACE, AND EASEMENTS, EXCEPT THOSE SPECIFICALLY INDICATED AS PRIVATE,
AND THAT I (WE) WILL MAINTAIN ALL SUCH AREAS UNTIL THE OFFER OF DEDICATION IS
ACCEPTED BY THE APPROPRIATE PUBLIC AUTHORITY. ALL PROPERTY SHOWN ON THIS PLAT
AS DEDICATED FOR A PUBLIC USE SHALL BE DEEMED TO BE DEDICATED FOR ANY OTHER 1
PUBLIC USE AUTHORIZED BY LAW WHEN SUCH OTHER USE IS APPROVED BY THE CITY
COUNCIL OF THE CITY OF ELIZABETH CITY IN THE PUBLIC INTEREST,
OWNER DATE
OWNER DATE
(NOTARIZED) DATE
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
HEREBY CERTIFY THAT THE CITY COUNCIL OF THE CITY OF ELIZABETH CITY APPROVED ON
THE DAY OF 20 THE PRELIMINARY PLAT OF
SUBDIVISION AS SHOWN ON THIS PLAT. PRELIMINARY PLAT APPROVAL IS VALID FOR A
PERIOD OF 12 MONTHS FROM THE ABOVE DATE OR AS ESTABLISHED UNDER THE VESTED
RIGHTS PROCEDURES, IF APPLICABLE.
PLANNING DIRECTOR DATE
CERTIFICATE OF SURVEY AND ACCURACY
1, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
RECORDED IN BOOK PAGE -) (OTHER); THAT THE BOUNDARIES NOT
SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION FOUND IN BOOK
PAGE THAT THE RATIO OF PRECISION AS CALCULATED IS
THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH BOARD RULES. WITNESS MY
ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS DAY OF
A.D., 20 , -
SEAL OR STAMP OF SURVEYOR
SURVEYOR
REGISTRATION NUMBER
EDWARD T. HYMAN, JR. . PLS L - 2690 . CERTIFY
THAT THE SURVEY CREATES A SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR
MUNICIPALITY THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND;
UTILITIES CERTIFICATE
I HEREBY CERTIFY THAT THE IMPROVEMENTS
HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND IN ACCORDANCE WITH THE
REQUIREMENTS OF THE ELIZABETH CITY UNIFIED DEVELOPMENT ORDINANCE.
SIGNATURE OF AUTHORIZED AGENT
CERTIFICATE OF FINAL APPROVAL
DATE
I HEREBY CERTIFY THAT THE SUBDIVISION DEPICTED HEREON HAS BEEN GRANTED FINAL
APPROVAL PURSUANT TO THE ELIZABETH CITY UNIFIED DEVELOPMENT ORDINANCE SUBJECT
TO ITS BEING RECORDED IN THE OFFICE OF REGISTER OF DEEDS WITHIN SIXTY DAYS OF THE
DATE BELOW.
PLANNING DIRECTOR DATE
I HEREBY CERTIFY THAT STREETS, UTILITIES AND OTHER IMPROVEMENTS HAVE BEEN
INSTALLED IN AN ACCEPTABLE MANNER AND ACCORDING TO THE CITY SPECIFICATIONS IN
THE SUBDIVISION DEPICTED HEREON OR THAT A PERFORMANCE BOND OR OTHER SUFFICIENT
SURETY IN THE AMOUNT OF S I HAS BEEN POSTED WITH ELIZABETH CITY TO
ASSURE COMPLETION OF REQUIRED IMPROVEMENTS,
CITY CLERK
DATE
2.
3.
4,
5.
6.
7.
LEGEND
DENOTES PC, PT OR CHANGE IN BEARING
EXTERNAL BOUNDARY
INTERNAL PROPERTY LINE
ROAD CENTERLINE
RIGHT OF WAY
BUILDING SETBACK
EASEMENT
PROPERTY EXTENSION
SITE DATA
OWNER / DEVELOPER:
HAMILTON COMMERCIAL PROPERTIES, LLC
DAVID A. HAMILTON, JR. (MANAGER)
4740 VIRGINIA BEACH BLVD.
VIRGINIA BEACH, VA 23462
PHONE: [phone]
TYPICAL BUILDING SETBACKS:
FRONT YARD = 50'
REAR YARD = 20' OR (AS INDICATED)
SIDE YARD = 10' OR 15' (AS INDICATED)
SIDE YARD (CORNER) = 50
WHERE DRAINAGE EASEMENTS EXCEED TYPICAL SETBACKS,
THE SETBACKS HAVE BEEN INCREASED TO MATCH THE
DRAINAGE EASEMENTS.
AREA TO BE SUBDIVIDED = 7.45 AC
NUMBER OF LOTS = 5
SMALLEST LOT SIZE = 1.0 AC (43,560 SF)
SITE IS ZONED: HB (HIGHWAY BUSINESS)
SITE IS LOCATED IN FLOOD AE
ACCORDING TO FIRM MAP NUMBER
3720890300J J, DATED 10/05/04.
SOIL TYPE 1S DRAGSTON.
THE DEED IS RECORDED IN D.B. 880, PG. 950
THIS IS NOT A BOUNDARY SURVEY.
BOUNDARY INFORMATION TAKEN FROM
A FINAL PLAT ENTITLED "GROVER JENNINGS
ESTATE- DATED 12/2/87,
PREPARED BY S. ELMO WILUAMS.
8, DATUM:
THIS SITE IS TIED TO NAVD 88
MONUMENT 'CORINTH' ELEV 8.48
B. A 20' UTILITY EASEMENT EXISTS ALONG ALL FRONT
PROPERTY LINES.
N/F
PASQUOTANK COUNTY
D.B. 586, PG. 169
ZONED: HB
US HWY 17 SOUTH -100' R/W
GRAPHIC SCALE
50 Q 25 50 IOD
{ INS')
1 inch = 50 ft~
N /F
CAROLINA CONFERENCE ASSOC.
D.B. 747, PG. 102
ZONED: HB
7
--
�
f
I
,I
rt �
✓1
'
i`
1
)RAINAGE
MENT '
I o
1
z '
N
ELIZABETH CITY FIRST, AND
CHURCH OF THE NAZARENE, INC
D.B. 502, PG. 687
ZONED: HB
�a o
z
STORMWATER
APPROVED
NORTH CAROLIAIA ENVI �.hr. NTA
'
MANAGEMENT COMWS3lQN
DIVISIOty OF WATER WAUTY
.t+.:ET lwdter Permit No-s- if70603q?
1 RECEIVED
CURVE
TABLE
CURVE
LENGTH
RADIUS
TANGENT
CHORD
C 1
39.27
25.00
25.00
S39'47' 14'iW
C2
21.03
25.00
11.18
S29'18'27-E
C3
45.87
50.00
24.69
S2-707'08"E
C4
48.69
50.00
26.47
S27'03'43" W
C5
58.84
50.00
33.36
N88'40'25'E
C61
50.001
26.47
N2942'54" W
C71
50,001
20.61
N20'34'47°E
C8
21 - —o,3T
25.00
11.18
N18'52'55'E
C9F
39.27
1 2&00
1 25.00
N50'12'46'ik
MAR 0 9 2006
DWQ
PROD #
NOTIFY
ULOCO
AT
1-800-632-4949
FOR LOCATION OF EXISTING
UPLMES
Pun
Tr r v W r

5fo 093
VICINITY MAP
NTS
SITE DATA
1. OWNER / DEVELOPER:
HAMILTON COMMERCIAL PROPERTIES, LLC
DAVID A. HAMILTON, JR. (MANAGER)
4740 VIRGINIA BEACH BLVD.
VIRGINIA BEACH, VA 23462
PHONE: [phone]
2. AREA TO BE SUBDIVIDED = 7.45 AC
NUMBER OF LOTS = 5
SMALLEST LOT SIZE = 1.0 AC
3. SITE IS ZONED: HB (HIGHWAY BUSINESS)
4. SITE IS LOCATED IN FLOOD AE
ACCORDING TO FIRM MAP NUMBER
3720890300J J. DATED 10/05/04.
SOIL TYPE IS DRAGSTON.
5. THE DEED IS RECORDED IN D.B. 880. PG. 950
6. THIS IS NOT A BOUNDARY SURVEY.
BOUNDARY INFORMATION TAKEN FROM
A FINAL PLAT ENTITLED "GROVER JENNINGS
ESTATE" DATED 12/2/87,
PREPARED BY S. ELMO WILLIAMS.
7. DATUM:
THIS SITE IS TIED TO NAVD 88
MONUMENT 'CORINTH' ELEV 8.48
9. THERE ARE NO WETLANDS OF THIS SITE.
10. DISTURBED AREA = 7.73 ACRES.
11. A 20' UTILITY EASEMENT EXISTS ALONG ALL
FRONT PROPERTY LINES.
12. TH13 Sim HAS -NQ M&I1A11D8
LEGEND
CHECK DAM
v
EXISTING HYDRANT
`Cb
POWER POLE
BENCHMARK
PROPOSED ASPHALT
EXISTING ASPHALT
--- -7 -
UGP
OHP
G
UG. TELE --
EXISTING DITCH
PROPOSED DITCH
EXISTING CONTOURS
UNDERGROUND POWER LINE
OVERHEAD POWER LINE
UNDERGROUND GAS LINE
UNDERGROUND TELEPHONE LINE
EXISTING SILT FENCE
DRAINAGE AREA 1
DRAINAGE AREA 2
LIMITS OF DISTURBED AREA
IN THE EVENT THAT THE CONTRACTOR ENCOUNTERS SITE
CONDITIONS THAT ARE DIFFERENT THAN DEPICTED ON THESE
PLANS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK &
NOTIFY THE ENGINEER OF THE PROBLEM. THE ENGINEER OR
OWNER ARE NOT FINANCIALLY RESPONSIBLE FOR SUCH WORK
STOPPAGES OR TIME DELAYS RESULTING FROM ADDRESSING
THE PROBLEM. THE CONTRACTOR ACCEPTS THIS BY
ACCEPTING A CONTRACT TO PERFORM THIS WORK.
THE MAINTENANCE
RESPONSIBILITY OF
OF THE DETENTION
THE HOMEOWNERS
PONDS IS THE
ASSOCIATION
N
PASQUOTANK COUNTY
D.B. 586, PG. 169
ZONED: HB
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 M
N /F
CAROLINA CONFERENCE ASSOC.
D.B. 747, PG. 102
ZONED: HB
I U. 1j,
x 8.74 9.81
= N P
. 7.81
/// �t2 �
ELIZABETH CITTYF FIRST, AND
CHURCH OF THE NAZARENE, INC
D.B. 502, PG. 687
ZONED: HB
x aJ_ a' rr
E51
1 EX. SMH #3
RIM = 10.31
INV = -0.51
APPROX. LOCATION OF
EX. 8" CITY WATERMAIN
�y 9.6D
NOTIFY
ULOCO
AT
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
h
�U
At
h
Irs Z
N
N G O
L
9 a1Cj
..•• as
Y
f/1
O
Lo
�
1
kJ
a
`fy
a
o
fo
0
to
N
C4
n
0
U
k
,C),�,7
Lx
(6 w z0 Q5
O
~1 O
W
O
q
A
,. a� � "k I I-� 'i e.� e 9 i-•'i+r jl �: yi x �: � �F i.k fS.- ', fry,
lwf,t. .54� a1 ti •f yi L. f••,°I
gip' •"1 a.� ,l. ,r.. _ .F� .,r. •.r .x-,,,.� f'�vjl'r. r'a •.-�p:fwer ;r.-fr;•r.t

ma)93 l qS- S In/ 70bO_30�
E
�7
EXISTING GROUND
ADJOINING
PROPERTY
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF
GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
Vl l Vl l
S 9GTi0N7r-`wA
NTS
TOP WIDTH VARIES
MILL END
CENTER
SECTION
NTS
NOTE:
ALL DITCH CONSTRUCTION MUST REMAIN ON THE MILL END CENTER PROPERTY
AND SHALL NOT DISTURB THE ADJOINING PROPERTY. UNDER NO CIRCUMSTANCES
IS THE CONTRACTOR TO ENCROACH ON THE ADJOINING PROPERTY WITH
CONSTRUCTION OR EQUIPMENT.
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING, THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS, THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL. IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL
MULCHING
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WALL BE THAT WHICH WALL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
SECTION
SEEDING &MULCHING
TOF
70P� OF ZjT BANK
BOTTOM OF DITCH
LAYER OF #5 -
WASHED STONE
4" THICK
PROFILE CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/2 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
50,
RIGHT OF WAY
5.5' 4' 2.5' 26' 2.5' 4' 5.5'
SHOULDER SIDEWALK CURB PAVEMENT CURB SIDEWALK SHOULDER
1/4" PER FT
50' R/W S-TRE€T TYPICAL SECTION
NTS
SURFACE: 2" TYPE SF 9.5A ASPHALT
BASE: 6" ABC STONE
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE MATH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
SEED MIXTURE
RATE OPTIMUM PLANTING DATES
1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 - MAY 1
AUG. 15 - OCT. 15
2. COMMON BERMUDAGRASS 2 #/1000 SF MAY i -- JUNE 30
(HULLED)
3. PEARL MILLET 2 #/1000 SF MAY 1 - OCT. 1
4. FESCUE 5 #/1000 SF OCT. 15 - MAR. 15
SEEDING SCHEDULE
CLASS "B" EROSION CONTROL STONE
STONE DEPTH = 22.5" TOP OF BANK
1r u Du ? a z
u
i }l'�4 �4VVhVO �
14 u w 0
PIPE
TOP OF BANK
V 4^ O
W Y
4�4 �
L/
18'
uo
DITCH BOTTOM
I" EROSION CONTROL STONE
DEPTH TO FLUSH WITH
DF DITCH
v L_nYER OF FINE GRAVEL
OR WOVEN GEO--TEXTILE
RIP -RAP OUTLET APRON
NTS
RIM ELEV. C.I. F. & G. = 1)I-840.03 BY CAPITOL FOUNDRY
(SEE PLANS) OF VA., INC., OR EQUAL, HEAVY DUTY
8" CASTING, TOTAL WEIGHT = 550 LBS.
' a
•
INV. IN.
INV. OUT
CURB 4N-LU
NTS
NOTE: ALL MATERIAL AND INSTALLATION TO
MEET MIN. SPECIFICATIONS OF NCDOT "
STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES", LATEST EDITION.
-- C.I. STEPS FOR INSIDE
DEPTH GREATER THAN 4'
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM. PLUS
16" IN EACH DIM.
PRECAST CONCRETE
SET CULVERT FLUSH
WITH INSIDE WALL
SEE PLANS FOR �~
CULVERT TYPE & SIZE
SEE PLANS FOR SLOPE -::::::::::
- SUMP INVERT
VIV�"'�-
1,
3000 PSI CONCRETE FOOTING
- W/ 6x6x10/10 WWM
COMPACT SUBGRADE TO
95% OF ASTM D 638
1
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6- DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING NTH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
�O�O�Q� •' SO
T
\log
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
2" X 4" WOOD FRAME
I) II
II Ik
U
2" X 4" STAKES
FILTER FABRIC
-� (GATHER EXCESS
AT CORNERS)
BURIED
kBRIC
TE
1. SPACE STAKES EVENLY AROUND THE PERIMETER
OF THE INLET A MAXIMUM OF 3' APART AND
DRIVE THEM SECURELY INTO THE GROUND.
2. PLACE THE BOTTOM 12 INCHES OF THE FABRIC
IN A TRENCH AND BACKFILL THE TRENCH WITH
AT LEAST 4 INCHES OF CRUSHED STONE OR 12
INCHES OF COMPACTED SOIL.
3. THE TOP OF THE FRAME AND FABRIC MUST BE
WELL BELOW THE GROUND ELEVATION DOWNSLOPE
FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY
TO BUILD A TEMPORARY DIKE ON THE DOWN
SLOPE SIDE OF THE STRUCTURE TO PREVENT
BYPASS FLOW. MATERIAL FROM WITHIN THE
SEDIMENT POOL MAY BE USED FOR DIKING.
FABRIC DROP INLET PROTECTION
6"
3"R
3"R 4
12" A 4
da 30"
NTS
CURB & GUTTER DETAIL PER NCDOT
ROADWAY STANDARD DRAWING # 846.01
2" TYPE SF 9.5A ASPHALT MIX
3" BINDER
6" ABC STONE
CURB &-G-tJ7 TER DETAIL
NTS
-
b0 Tp
p0
.. 00
N .ti
a +A
00 a
•��, p h
_.
h
U
:�
'h
M
�.
Qv
2
_ •� Q to
- W Ul
00 U
O '• ...•'
41
%
%
w
Lo
,o
O
o0
g o�
II
It
0
P
FV
r
x
it
-4
Z'
O
0.
r�
A
rl
a
N
In
6;
Ir
N
n
m
� �------- � -i fS, i �: •�} � ? r i li,i �, i II �Yj{' -ti ;k',1•i5. .'r _.�T4 I�I:r
I(?`f Kai •e6')•!ti. iF �:a

� { � ... �. I .. i���:�!L�.-._'�•t. -'F�-. -.. �: .�•s__ .,?- ��- � 'f .. i'. i�., t.�......___t_ ._ �. i, •.V- _ i. ,':'-.s�5 ��. .c i'..;��� �.
m01
1 S -70 (003 ()S
ff
TOP OF BERM ELEV. _ *8.00
C7 10 YR 5.22
INLET ELEV. = 3.50
WEIR INLET ELEV. = 4.49
PERMANENT WATER SURFACE CLASS a STONE -
ELEV. = 3.50
6" SCH 40 PVC PIPE J
FEMALE ADAPTER &
THREADED PLUG
6" SCH 40 PVC TEE
2R©IA. HOPELUG WITH
DRILLED THROUGH w 6" SCH 40 PVC
i (LENGTH AS REQUIRED)
ej 20"X2O"X3" THICK
6' MIN, CONCRETE PAD
8"
v d
a
a f J d ."
4
v
DITCH BOTTOM
4"
44 a4� Q Q
12" RIP RAP
�#57 WASHED STONE �
DRAWDOWN DEVICE-
\_SCH 40 PVC PIPE
& FITTINGS
CROSS SECTION
OUTFLOW STRUCTURE -FRONT POND
NTS
RIP RAP PAD
TOP ELEV. (RRPAD)
PERMANENT
GRADE 20' WATER SURFACE
ELEV. (PPE)
3'
MARSH VEGETATION FOREBAY BOTTOM ELEV. (FBE)
POND
PPE
I DEPTHI
BE I
FBE
I RRPAD
FRONT
3.5
15,0
-1.5
0.5
13.7
EAR
5.0
14.5
10.5
0
0.2
FOREBAY AREA CROSS SECTION
N15
EXIST. GRADE = f7.50
_0 10 YR = 6.40 _
INLET ELEV. = 5.00
WEIR INLET ELEV. = ff4k3
PERMANENT WATER SURFACE CLASS B STONE -
ELN`-- 5-.W -I ,.=z--i
6" SCH 40 PVC PIPE
FEMALE ADAPTER &
THREADED PLUG
6" SCH 40 PVC TEE
THREADED PLUG WITH ---+ / ♦ / ` \ \ \\ \
�\
1-T jr DIA. HOLE \ ` '�
DRILLED THROUGH w 6" SCH 40 PVC
(LENGTH AS REWIRED)
20"X20"X3" THICK
6' MIN. CONCRETE PAD
EARTH WEIR ACROSS
END OF FOREBAY AREA
a
1 n
BOTTOM ELEV. (BE)
8"
B d
18" : -d 4"
-
�12"
\#57 WASHED STONE
\` DRAWDOWN DEVICE-
SCH 40 PVC PIPE
& FITTINGS
CROSS SECTION
OUTFLOW STRUCTURE - RL&rzMm POND
NTS
PRIME WITH CLEAN METAL
DDNIC 0. Dour WI rtJ r, DIDT
CLASS t3 S I UNt
DITCH BOTTOM
RAP
INSET -A (TYP)
NTS
PLANTING NOTES
1. VEGETATED SHELF SHALL BE PLANTED WITH
PLANTS SELECTED FROM THE TABLE PROVIDED, 2 OR
3 PLANTS SHALL BE CHOSEN FROM THE TABLE.
2. PLANT MATERIAL MAY BE AVAILABLE FROM
LOCAL WETLAND AREAS AND DITCHES. THE
CONTRACTOR SHALL VERIFY WITH THE LOCAL OFFICE
OF COASTAL AREA MANAGEMENT WHETHER OR NOT A
PERMIT IS REQUIRED TO TAKE PLANTS FROM THESE
AREAS.
3. APPROPRIATE TRANSPLANTING OR PLANTING
METHODS SHALL BE DETERMINED ACCORDING TO
PLANTS CHOSEN. (PRIOR TO DIGGING, THE TOPS OF
THE PLANTS SHOULD BE CUT OFF TO A HEIGHT OF
4-6 INCHES, CUT OR DIG PLUGS APPROX. 4 INCHES
SQUARE MAKING SURE TO GET FULL ROOT DEPTH.
THIS PROCESS SHOULD IMPROVE THE SURVIVAL RATE
OF MOST OF THE PLANTS.)
EX. GRADE (f7.50-8.
PRIME WITH CLEAN METAL
LLAJJ tl J I VfVk
1 /2" 0 ROUND
COMMON NAME
SCIENTIFIC NAME
PICKEREL WEED
PONTEDERIA CORDATA
BLUE FLAG
IRIS VIRGINICA
ARROWHEAD DUCK POTATO
SAGGITARIA LATIFALIA
POND
PPE
DEPTH
BE
FRONT
3.5
.0
-1.5
EAR
5.0
C5
0.5
' 4 PERMANENT POOL ELEVATION (PPE)
J �LOpE
10' 3
VEGETATED
SHELFOp�
POND BOTTOM ELEV f
WET BASIN CROSS SECTION
1/2" 0 ROUND
I J PER , '. , " I
ffp
FRONT DE,
PP=1+3
R15.00'
" STORAGE ELEVATION = 4.49
OUTFLOW STRUCTURE -POND A
NTS
R 15.00'
REAR DETENTION POND
PP = 5,406 SF
R 15.00'
j 1 " STORAGE ELEVATION = 6.03
R15. '
r ri
R15.00'
OUTFLOW STRUCTURE - POND B
NTS
gs
M
t3
h N
� � a
N
'¢. <Lon
01
` ��1ffl�lNiiii``1
4�
J
�
d•
O
ul
O
�
a
g
qt
0
O
�
tD
n
\
9
R
C.1
ul
IN
Q O�
Y
CUr� r
Q
Fij
8
N
r-
r
c�
rc
a
0
c.�
NLZ0'g
V�
a
4
a
i I +_ kk • r i, s i ,; "',�-_�TT-_TJi`��'r �T it I k1' T i ems..".
�, I 1 i , I it;• I fr i. t�- � ,I t. 5 s r I � ! 1 L1 :� �. i { T I � � � /r -�

--- -_ +.z. T . _ f . :� _.! i-. il: _. 4'.� 3- . .....u--.�._ .. ... -... . - •_ - i -_. - - r- - --�� . 'r�-� 'k'� .. ai _ _ ... s �I�, �i�.�� �-e.L.�l3�i 1!{.
"p 5 .max 4l
s vJ 7000 D-?c��y
VICINITY MAP
LEGEND
,
EXISTING HYDRANT
OCO
SEWER CLEAN OUT
POWER POLE
BENCHMARK
®
WATER METER
7.75
EXISTING GRADE
�6.50
PROPOSED GRADES
PROPOSED ASPHALT
EXISTING ASPHALT
PROPOSED CONCRETE
EXISTING DITCH
PROPOSED DITCH
7
EXISTING CONTOURS
6.5
PROPOSED CONTOURS
- - - - - - - -
BUILDING SETBACK
- - - - - - - - - - -
LANDSCAPE BUFFER/EASEMENT
LIMITS OF DISTURBED AREA
LIMITS OF SITE DESIGN
GRAPHIC SCALE
30 0 15 30 60
( IN FEET)
1 inch = 30 ft.
NOTIFY
ULOCO
AT
1-800-632-4949
FOR L OCAT" OF EIQS W
UNITIES
9,42
CAROLINA CONFERENCE ASSOC.
i747,
I I 8.06 - = ` 7-52 At D.B.
D.B. PG.
N/F 0° 7.7s 552,67 ►�
PASOUOTANK COUNTY c �� = 7.61
D.S. 586, PG. 169 z
ZONED: HB o ( ' -.91�
X
fj � � x 7.92 7.80
x 7.81 �� 7.20
7 25 7,6€
774 7.55
�7 6.2-7-
l7.45 -a'.1 1 It �
I 7.42 1 ��
l 8.03
7.48
9.
7.52 755 \ 8.3 9 3
I 7.55
7.55
1
EX. SSMH
RIM=10.38
I7.84
r
k
l'
!
i
/ r
' l ' 7.89
� x 7.61
f 7.75
7.73 �7.86
7.74
�l 7.62 7.78 7.66 i
�6967 r I
SITE DATA 01 = 7.68 = 7 76 7
8 24
7-54 8 68
* 6.34
7.65 f
1. BUILDER: ' _ `APPROX. LOCATION f� I
SEA HAVEN REALTY &CONSTRUCTION _
GARY DUNSTAN, PRESIDENT / ~ 10" INATERMAIN
3901 N. CROATAN HWY. �� � _ - 7.74 . LOCATION
8 19
P.O. BOX 402 / ��� i
KITTY HAWK, NC 27949 _ 8" SANITARY SEWER
PHONE: [phone] (OFFICE)
[phone] (CELL) I - = 7.44 x 7.90
_ Q
PROPERTY OWNER:
HAMILTON COMMERCIAL PROPERTIES, LLC
DAVID A. HAMILTON, MANAGER
4740 VIRGINIA BEACH BLVD.
VIRGINIA BEACH, VA 23462 f 7.71
PHONE: [phone] - 7.77 INV = 6.40 -�
2. LOT COVERAGE: 7,77
7.79 I
I�
0.29 E 7.32 0 INV 7.00 14
BUILDING / CANOPY = 17,836 SF 5.570 ' . 7.7 . .. - TC 9_.75 11
CONCRETE/PAVEMENT = 17,579 5F 5.4% INV = $.20
OPEN SPACE = 289,288 SF $Q.17
TOTAL AREA = 324,703 SF 100%
3. TOTAL AREA = 7.45 AC I STUB OUT 10 LF
' 24 CMP W/FES 7.81 / ' I
4. THERE ARE NO WETLANDS ON THIS SITE 7 3 INV IN = 5,75 8.90 9.20
INV OUT = 4.80 { l
5. SITE IS ZONED: HB (HIGHWAY BUSINESS) 2 EX. SSMH
"�
6. SITE IS LOCATED IN FLOOD AE % RIM=10.35
ACCORDING TO FIRM MAP NUMBER x 7'61 90 Q . • >< 8.
-_ 7/51 #45
06
3720890300J J. DATED 10/05/04, K d d 8.01 35 % 7.97 I
7. THE DEED IS RECORDED IN D.B. 880, PG. 950 I62 9-95
1 7.56 / 3,600 5F WAREHOUSE �"� , I
8. THIS IS NOT A BOUNDARY SURVEY. �� I / - - 6g TC 9.10 FF = 10.00 / . / 'f
BOUNDARY INFORMATION TAKEN FROM rri �� - 8.75 9.05 9.05 f _o
S.so
A FINAL PLAT ENTITLED "GROVER JENNINGS I / � `� 7 34 = 7.79 r7 z
ESTATE" DATED 12/2/87, 1�� ~9 _� _� BEGIN FILL HERE ,
PREPARED BY S. ELMO WILLIAMS. 'Ci 7 32
9. DISTURBED AREA FOR SITE DEVELOPMENT = 4.77 AC
10. ELEVATIONS ARE TIED TO MONUMENT 'CORINTH'
(NAVD 88 - ELEV = 8.48) o) �to/ .63
8.90
7.91
� 9.15 9.9� 9.95
El TC 9.40`� 612 9.90 r
a0 9.95 _
I 7.79 8. 98 NG \8 INV - 8.6a 7, 1 '
7. 3 � � � sn DITCH \_
r �� », __ TC 8.83 - LE TO
r o \ = 5.a4 gam, IN 8.00
I 7 j e
IJ S.o7 --0
- 8.1D % I
FOR ROADWAY AND DETENTION 8.10 8,10TC 8.92 F a l
POND DESIGN - SEE PLANS FOR MILL END CENTER 17,;17
000 SF WAREHOUSE
7 $ - 7.90 \
ll TC 9.40 \ 8.95 '
lid
8.5
x 7-9z I
ro� 7.80 ' 50 LF 15" CMP TC 9.10 \
8.12 INV IN = 6.75
11a 10 , INV. OUT = 6.70 9 81 I I
1 0 , 8 , 3 �9.DD � , o PROPOSED
MILL END CARPET
I 12.000 SF TOTAL / 1
I , FF = 10.00
8.14 8.17 t
MUDTC 9.20 '\
TC $.s2
.65 I 8.55 7.97
- ! I
x 7.5 N 9.85
,n � a RIP -RAP •8 1 x 8^03
APRON
N/F
5,000 SF
I ` 117 ELIZABETH CITY FIRST, AND
j \ � � B r
CARPET SALES IN 00 ' / CHURCHD.BF 02, PG. 687 E, INC
j
ZONED: HB
ELEERVANASNOT POND \
r F 1
colQ
ul
�II � 7,59 8.10 8.11 - 8 2 1 80, I 11
0 11 STUB OUT 10 LF '
EX. SMH
RIM=8.30
INV=0.93
7.38 ,0 1 18" CMP
7 6 W/FES
II
1 95
INV IN = 5.75
INV OUT = 5.00
c 11 INV = 6.45 133 BE j
BILILTI ARD I INV = 7.70 182� 9.85 d INV = 9,00
�"_ t g- 2 q7
a INV = 7.70 1 7.70 /
TBM - TOP NUT ON .
FIRE HYDRANT
ELEVATION 10.14 5.76 6.6
7.47
6.10
3
8 48
EX. 1 � SANITARY SEINER
x B6YG ' - 7.36
7,37 6.45 5.34 3. 0 N84'47'14"E
4. f 85 APP 1 XX, LOCATION OF 7-69 574.71
S 5.EX. 8" CITY 328
WATERMAIN
5 7.7 OHP OHP
z P J SL
4.90 4.11 3.61
T 7.18
EX. 18" CMP 'p EX. Cg
INV. IN=4.90 ! TC=8.79
INV. OUT =3.61 !! INV=275
-48 -
EX. 24" RCP
INV. IN=2.75
~- - --V-67 INV. OUT =2.93 - -
19.3
EX. CB
TC=2.67
3.16 INV=2-93
OHP
OHP
C6.■`1:
OHP
X. CB 9.05
TC=9.
INVE=6.0056 AINSTALL TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
(SEE DETAIL)
US HWY 17 SOUTH 1 00'
DHP
OHP
EX. CB
TC=9.07
INV-5,5F
OHP
�-1
OHP
i
-OHP- 71 OHP-
- 8.74
OHP
270 EX. SMH
$.38 RIM=10.31 r
PP INV---0.51 4.54
� 118.92 I
5.1&
r 7 EX- 24" RCP
8.81 INV. €N=4.54
7 m
INV. OUT =3.97
G 8.40
9.5 9
f
9.76 9.69 9.41 r
9.22
f^ 9.71
95
272
OHP31
PP
97
-
74 9-66
3
EX. G8
1 TC=9.22
INV=5.31
Ex -CB
TC-9.61
INV4.94
-�- 10.03
10.40
RECEIVED
00
00 Ga a h
-
� U
t A:
a o�
-z
. M
- V �
N
O
N � �
P,
�.o
a� xLLI
�r
7
�
d
U
m
I
O
A
4
0
O
ul
o
m
[V
0
nr
x
c�
IL
0
U
No
ui U
0
W
a
A
z
Q
zLL)
0E- z_
o
0
U
o
w
w
w
d
a
d
U
rn
M
A
0
0
MAR 0 9 20M
DWQ
PROS #
va
y
1" i i' Ii �t i ; _ + -' ,-S, i,�• rt 1 �3 `�.
. ' 1 � f.M .�•�. r . t � I .� f , � ' 1t•I I +r � ' � ! + t: f 1 .!'J 'y t' I f �" +� i, l 1l , ' It, tli r } _
1 -... 'J �. .. � - - - �. - i i-- .. .., � �f �-j ('1 •,i 1:'�1 �r�, y..t

ryl op e�x W Z.o� 03 a�
`dr
EROSION CONTROL MEASURES
THE CONTRACTOR SHALL COMPLY NTH ALL APPLICABLE REQUIRM€NTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
SEED MIXTURE
1. KENTUCKY 31 FESCUE
2. COMMON BERMUDAGRASS
(HULLED)
3. PEARL MILLET
4. FESCUE
34 -Rolm ON
RATE
5 #/1000 SF
2 #/1000 SF
2 #/1000 SF
5 #/1000 SF
CLASS "B" EROSION
CONTROL STONE STONE
DEPTH = 22.5"
d �
PIPE
18'
OPTIMUM PLANTING DATES
MAR. 15 - MAY 1
AUG. 15 - OCT. 15
MAY 1 - JUNE 30
MAY 1 - OCT. 1
OCT, 15 - MAR. 15
TOP OF BANK
0� ?
o
m
�
1u �uu
m
go0
L u
4?4 y
w
a
O
h
u °
4 4
0
N
o
F
4 ? (J
U
Q
L4
I ill
7
0
m
04 �r
O
TOP OFIBANK
`— 6" LAYER OF FINE GRAVEL
OR WOVEN GEO-TEXTILE
I R M T
0 " if
6
ONlY
NO4 t
yLS P'
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL. IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL.
MULCHING
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
TOP WIDTH VARIES
EXISTING GROUND --------- ------- - - - - - - - - - - - - -
\DEPTH
VARIES Su
POINT
TYRGAL D I TC H-8•R-SWA L E
NTS
SECTION
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6. PROVIDE A GROUNDCOVER ON EXPOSED SLOPES WITHIN 15 WORKING DAYS
OR 30 CALENDAR DAYS (WHICH EVER IS SHORTER), THE FOLLOWING COMPLETION
OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
TOF
TOP OF BANK
BOTTOM OF DITCH
LAYER OF #5 -
WASHED STONE
4" THICK
Ir:
PROFILE CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/2 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
RIP -RAP OUTLET APRON
NTS
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING NTH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
5f `'
2Q 4NVX-
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
a a p
_
Q 1n �• _
o LLI � �: (j
00*
h
�
�
w
I
0.
a
Ln
O
0
M
Ln
0
J
a
w
t3
o
o
Q
z
O
z
O
z
H
w
in
0
O
m
w
cr-
\
p
17
d
co
4k