SW7110209_APPROVED PLANS_20110223

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7 0
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M D D

a
a a a
AL
AL
z
MAPLE a
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v
SITE SWAMP
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1, EDWARD T. HYMAN..Rt., CERTIFY THAT THIS PLAT WAS DRAWN BY ME FROM AN
ACTUAL FIELD LAND SURVEY MADE UNDER MY SUPERVISION: THAT THE DEED
DESCRIPnON FOR THE PARENT PROPERTY IS LISTED UNDER SOURCE OF TITLE: THAT
THE RAnO OF PRECISION IS 1:10,000+ ;THAT ALL LINES NOT SURVEYED ARE SHOWN
AS DASHED LINES DRAWN FROM INFORMATION LISTED UNDER REFERENCES; THAT ALL
AREAS ARE CALCULATE) BY D.M.D_: THAT THIS MAP WAS PREPARED IN ACCORDANCE
WITH GS 47-3O.AS AMENDED, WITNESS MY ORIGINAL SIGNATURE, REG. NUMBER, AND
SEAL THIS '-' DAY OF ' A', 2010.
EDWARD T. HYMAN. A, IS L-2690 ,..g..ti /y
zog
SEAL
L-2690
NORTH CAROLINA, OURRITUCK COUNTY
1, REVIEW OFFICER OF CUTRITUCK COUNTY
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
STATUTORY REOUIREMENTS FOR RECORDING.
REVIEW OFFICER
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY
DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF
THE CLEAN WATER ACT UNDER THE PRESENT LAW AND
REGULATIONS AS DETERMINED BY THE UNDERSIGNED ON THIS DATE
UNLESS THERE IS A CHANGE N THE LAW OR OUR PUBLISHED
REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION
MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE (5)
YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE
UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION
MANUAL. (NO WETLANDS WITHIN THE DETERMINATION AREA).
(NAME OF QORPS OF ENGINEERS REPRESENTATIVE)
L�AAAG� Soe1-AeA:7T --
(TITLE)
I2'zI".�Zzojo -
(DATE)
NOTE:
IT HAS BEEN DETERMINED BY FIELD INVESTIGATION
THAT THERE ARE NO WETLANDS ON MIS PORTION
OF THIS PROPERTY (LAUREL MEMORIAL GARDENS,
INC.) SHOWN ON INS MAP.
NOTE:
THIS IS NOT A BOUNDARY SURVEY. THIS PLAT WAS
PREPARED FROM AN ACTUAL FIELD LAND SURVEY
WHERE ENOUGH INFORMATION WAS OBTAINED ON
THE LOCATION OF A PORTION OF THE BOUNDARY
FOR LAUREL MEMORIAL GARDENS, INC, RECORDED
AT DO 277, PAGE 243, DEPICTING AN AREA OF
CONCERN REVIEWED BY THE ARMY CORPS OF
ENGINEERS FOR JURIDICTIONAL WETLAND PRESENCE.
THIS PLAT IS NOT INTENDED TO BE USED FOR
CONVEYANCES OR SALES. THE ONLY AUTHORIZED
USE OF THIS PLAT IS TO SHOW THE FIELD
LOCATED WETLAND OR 404 LINE. IF ANY. FOR
BOUNDARY INFORMATION AND DESCRIPTIONS SEE
REFERENCES LASTED ON THIS SHEET.
NOW OR FORMERLY
LAUREL MEMORIAL GARDENS, INC.
D.B. 277, PG. 243
P.C. W. SLIDE 376
CEMETERY
ZONED GB
N90' 00' WE 310.00'
SOURCE OF TITLE
D.B. 277, PG. 243
P.C. W. SLIDE 376
REFERENCES
D.B. 257. PG. 284
D.B. 359, PG. 693
D.B. 509, PG. 580
P.C. 'G', SLIDE 197
1
I=_
Ilig
m_
' DETERMINATION
AREA
' (2.80 AC.)
1�
I=
n
'. EIR
S
LEGEND
%� 0 POINT, NO MONUMENTATION
Q FOUND MONUMENT
3
/ 0 PROPERTY/LOT LINE
hy — — R/W LINE
h PROPERTY EXTENSION
EIIIIIIIIII DETERMINATION BOUNDARY
NOW OR FORMERLY
POWELL PROPERTY
D.B. 509. PG. 580 P.C.
'G', SLIDE 197
RESIDENTIAL
ZONED GB
17.65 EIR
_ 34' 0 _
CONTROL
CORNER
N —
T C,O
GRAPHIC SCALE
�_.. 40 0 20 40 !D
( IN FEET )
L inch = 40 ft.
q
R •at4� �
15 'US Hwy 158 E
PO Box 3yJ
�-ar ;slen, Nic '?92 ;
>yF: 438-5552fax
,www nyrndnrobey i;n1T1
yr { •t,;:
404 WETLANDS
DELINEATION
(DETERMINATION)
HOME
Poplar Branch
Township
Currituck County
North Carolina
Project 111:
100255
Drawing *:
100255-SITE
Drawn:
DAA
Checked:
KDH
Approved:
ETH
Date:
12/06/10
Sheet it:
1 OF 1
Scale:
1:40
REVISIONS:
NUM. DATE
DESCRIPTION
SHEET TITLE:
404 WETLANDS
SHEET NUMBER:
1

VICINITY MAP
NTS
I, EDWARD T. HYMAN, JR. CERTIFY THAT THIS PLAT WAS DRAWN FROM
RECORDED PLATS AND DEEDS UNDER MY SUPERVISION: THAT THE DEED
DESCRIPTION FOR SAID PROPERTY IS RECORDED IN D.B. 1093, PG. 255: THAT THE
ERROR OF CLOSURE IS 1: 10.000+ ; THAT THIS MAP WAS PREPARED IN
ACCORDANCE WITH GS 47-30, WITNESS MY ORIGINAL SIGNATURE, REG.
NUMBER, AND SEAL THIS 10 DAY OF JANUARY, 2011.
I, EDWARD T. HYMAN, JR. PLS-2690, CERTIFY,
D. THAT THIS PLAT IS OF ANOTHER CATEGORY, SUCH AS THE RECOMBINATION OF EXISTING
PARCELS, A COURT ORDERED SURVEY OR OTHER EXEMPTION TO THE DEFINITION OF SUBDIVISION.
N CARO'''
Z
ESSi0 x 9
SEAL2�
i� L-2690 =
igRO 1111110
i P,,,
EDWARD T. HYMAN, JR.
P.L.S. L-2690
LINE TABLE
LINE
BEARING
DISTANCE
Li
N 81*54'18" E
70.70
L2
N 42'56'38" E
54.95
L3
N 02'06'07" E
85.95
L4
S 41*14'27" E
82.31
L5
S 58'36'55" E
16.75
L6
S 8334'03" W
37.65
L7
S 07'48'04" E
28.12
NOW OR FORMERLY
FORBES PROPERTY
D.B. 88, PAGE 112
CURVE TABLE
CURVE
ARC LENGTH
RADIUS
TANGENT
DELTA
CHORD BEARING
CHORD LENGTH
C1
276.54'
1572,48'
138.63
10'04'34'
SB8' 16' 13"W
276.18'
C2
3.01'
1572,48'
1.50
0'06'35"
N86' 38' 12"W
3.01'
+/- 1128'
OF US HIGHI
NOW OR FORMERLY
POWELL PROPERTY
D.B. 1093, PAGE 58
P.C. G. SLIDE 197
GRAPHIC SCALE
100 0 50 100 200
( IN FEET )
1 inch = 100 ft.
NORTH CAROLINA, CURRITUCK COUNTY
I - ---------------- _-----, REVIEW OFFICER OF CURRITUCK COUNTY
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS ALL
STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
NOTES:
1) THIS PROPERTY IS LOCATED FLOOD HAZARD
ZONE "X" AS SHOWN ON FLOOD PANEL
3720990200 J, DATED DECEMBER 16, 2005.
2.) ALL AREAS WERE COMPUTED BY COORDINATE
METHOD.
3.) ALL DISTANCES SHOWN ARE HORIZONTAL GROUND
DISTANCES.
4.) REFERENCE PLAT CABINET L, SLIDE 31.
FORMERLY
PROPERTY
I. PAGE 58
SLIDE 197
LEGEND
O
SET IRON REBAR
CALCULATED POINT
O
EXISTING CORNER
BOUNDARY LINE
— —
—RIGHT OF WAY LINE
—PROPERTY EXTENSION
— — — —
— —LINE TO BE VACATED
--
—EXISTING DITCH
v%n r
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www hymanrobey.com
EXP 4..
Eb 3 ;"i
r:E _I.i
RECOMBINATION
SURVEY
FOR
LAUREL
MEMORIAL
GARDENS, INC
DAVID H.
TWIFORD,
SAMUAL A.
TWIFORD, JR.,
& DORA W.
TWIFORD,
C/O
TWIFORDS
FUNERAL HOME
POPLAR BRANCH
TOWNSHIP
CURRITUCK COUNTY
NORTH CAROLINA
Project #:
100305
Drawing #:
100305
Drawn:
NMR
Checked:
ETH
Approved:
ETH
Date:
01 /10/2011
Sheet #:
1/1
Scale:
1 ":100'
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
RECOMBINATION
SHEET NUMBER:
1

i
AL ALAk ,A
MAPLE A`
SITE SWAMPAL AL
Z
u
n !
ACEDONIA CHURCH RD.
NC HWY 136 AIL s
LAUREL
\ l SWAMP
VICINITY MAP
NTS
m
SITE DATA:
1. OWNER:
LAUREL MEMORIAL GARDENS, INC.
ATTN: DAVID TWIFORD
405 EAST CHURCH ST.
ELIZABETH CITY, NC 27909
PH: [phone]
DEVELOPER/PERMITTEE:
TWIFORD CURRITUCK PROPERTIES, LLC
ATTN: DAVID TWIFORD
405 EAST CHURCH STREET
ELIZABETH CITY, NC 27909
PH: [phone]
2. PIN / 0093000140EDOOD D.B. 1093 , PG. 255
TRACT AREA = 130.705 SF = 3.00 AC.
THIS SITE IS ZONED: GENERAL BUSINESS
BUILDING ADDRESS: 280 MACEDONIA CHURCH ROAD
3. SITE IS LOCATED IN FLOOD ZONE "X" AS SHOWN ON F.I.R.M.
PANEL 3720990200J. EFFECTIVE DATED DECEMBER 16, 2005.
4. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS SHOWN
TAKEN FROM THE RECOMBINATION SURVEY FOR LAUREL
MEMORIAL GARDENS, INC.. & DAVID H. TWIFORD, SAMUAL A.
TWIFORD. JR.. & DORA W. TWIFORD. C/O TwrORDS FUNERAL
HOME, DATED 1-10-11, PREPARED BY EDDIE HYMAN OF
HYMAN & ROBEY.
5. THERE ARE NO WETLANDS WITHIN THE PROJECT LIMITS.
6. ELEVATIONS ARE BASED ON NAVD 88 MONUMENT "VI98"
ELEVATION = 8.28
NOW OR FORMERLY
FORBES PROPERTY
D.B. 88, PAGE 112
AGRICULTURAL
ZONED GB
F1N­V­-=-1-9-6Tn
INV 89
7 _ 5
7 �
,p I N _ S8�3g' 3=•E
m 735.60 _
}1�J
/ l
/y�9y INV. = 311
N81' 54_1�E
70.70'
NOW OR FORMERLY
POWELL PROPERTY
D.B. 509, PAGE 580
P.C. G, SLIDE 197
D.B. 1093. PAGE 58
RESIDENTIAL
ZONED A
0
0
9
-1Q)
LAUREL MEMORIAL GARDENS, INC.
IDN 009300014000000
& 0093000140DOOOD
& 0093000140EOODO
GLOBAL PIN 9913-13-8477
& 9913-13-5443
& 9913-13-5181
15.02 AC.
E
M
/
TO
V /40
/
/
/
/
/
/
/
/
/
/
I
INV. 5.41
. N89' 59' 41"E 319.65'
0
h Vim.
z
En
O,I N 1 �?
f
01 a - -
Z
N INV. 6.23
in
EVSTXG ^/3%��
.E.11
m 30 `-�- m .o NOW OR FORMERLY
'0 POWELL PROPERTY
D.B. 509, PAGE 580
P.C. G, SLIDE 197
RESIDENTIAL
ZONED GB
o
w w
P N
N IwC EP
m 2
_`` rn
`TOMB INV. '= 7.30 0
30 LF 15" CRUSHED CMP
INV.: IN = 7.82 ..
INV.OUT = 7.55
20 LF 15" CRUSHED CMP _ LF 15 - BUSTED _
_ _ _ _ _ _ _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SIGN LF 15 z - - -
' 30 "CMP
INV IN 7.75 N8f* 34 50 W INV. IN 7.70
INV OUT 7.61 10018' INV. OUT 7 54 _
- - - - - _ - CMP - STEE i INV. 8 34 INV. _
XlSLNG zo INV. IN BU 5. 0'
-
� 20 _ -
_ B SH - _ - _ - - - - - - iD `o °' INV. OUT - 4.5'
_ IN - 785 _ _ > 4' 03'W TE EPH -
'"'00DL1"'
N' HOSHWAY 136-MgCalp1lu (80`1iM1 '_- '-- - 1,128,
,.1 ','[;i-C/L- - BUSH N86' 34' S0"W �XI _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �-
_GtwRGNu US HfGHWAY 158_ - - �g 1� P- - - --
NV. 7.86
""z- BUS L 2 1 R= 7 -
40 LF 15" CPP
1
_--� - - NC. HIGHWAY138-1 -10 _
9
INV. O = 6.65 - - - - 1 - --
INV. OUT = 6.44 '- '-' - - -- _ _. - CEDGHIA CHURCH RD. (6O 35 F RCP
1�
__. - -TT i _ - L 18"
30 LF 15" CPP - �- - - - _-- 9 9 -9 -- 10 INV IN = 723
INV. IN = 8.30 - _ - _ - - 25 LF 15' RCP INV. OUT = 6.66
INV. OUT = 8.13 - - INV. IN = 8.10
-10 INV. OUT = 7.95
20 LF 15" CPP
INV. IN = 7.56 20 LF 15" CPP
INV. OUT = 7.47 INV. IN _ 7 TBM - MAGNAIL
INV. OUT = 7 7,, IN PAVEMENT
ELEVATION = 9.60
LEGEND
YYY
BENCHMARK
BOUNDARY LINE
- -
R/W LINE
-
PROPERTY EXTENSION
- -
- EXISTING DITCH/SWALE
----- EXISTING TOP OF BANK
-- - - -- 4 -
- EXISTING CONTOUR
EXISTING DRAINAGE PIPE
CHU
EXISTING OVERHEAD UTILITY
EXISTING PAVEMENT
EXISTING GRAVEL
EXISTING TREE
7)
EXISTING UTILITY POLE
EX. DITCH FLOW DIRECTION
EXISTING FIRE HYDRANT
MWV
IN
EXISTING WATER VALVE
-r- W 0ford P« 6Aw.( f/*&%t
EXISTING UNDERGROUND UTILITIES ARE SHOWN BASED ON
INFORMATION AVAILABLE TO THE ENGINEER AND SHOULD NOT BE
CONSIDERED COMPLETE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES THAT
MAY EXIST IN THE AREA OF CONSTRUCTION PRIOR TO
COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY UTILITIES
DAMAGED DURING CONSTRUCTION. CONTRACTOR SHALL CONTACT
NC ONE CALL AT 1-800-632-4949 FORUTILITYLOCATION.
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.
ROBE
150 US Hwy 158 E.
PO Box 339
Camden NC 27921
[phone]
[phone] fax
www. h y iii a n ro bey. cans
License C-0598
`��auuEui��
\\A CARO�''�.,�
ESS/pi, 9
�QQ- crei ��i
TWIFORD
FUNERAL
HOME
Poplar Branch
Township
Currituck County
North Carolina
Nworif F'tlr err
tN71101t
Currit+ *iCounty
NOTIFY
NC ONE CALL
AT
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
KEY PLAN:
T®j V1 ► ►ATE° Project #: 100255
./ Drawing #: 100255-SITE
ARPROVIF y Drawn: RLH / DAA
'PTH'r IN _N!iI NMENTAL Checked: KDH
MAfJAC C MEN T COMMISSIU'N Approved: SCR
M�/y� Date: 11 /22/10
4 ►"4 _ 2,Jt Sheet #: 1 OF 8
Scale: 1:60
REVISIONS:
NUM. DATE DESCRIPTION
1 02/21/11 Updated Site Data
SHEET TITLE:
GRAPHIC SCALE Existing Conditions
60 0 30 60 120 240 SHEET NUMBER:
( 1N FEET) 1
1 inch = 60 ft.

_. _
I
/ a ALALa
MAPLE AL
SITE SWAMP
AL
AL
IL t
AL
MACEDONIA CHURCH RD.
\ NC HWY 136 A !
LAUREL t
\ ALSWAMP
VICINITY MAP
NTS
SITE DATA:
1. OWNER:
LAUREL MEMORIAL GARDENS, INC.
ATTN: DAVID TWIFORD
405 EAST CHURCH ST.
ELIZABETH CITY, NC 27909
PH: [phone]
DEVELOPER/PERMITTEE:
TWIFORD CURRITUCK PROPERTIES, LLC
ATTN: DAVID TWIFORD
405 EAST CHURCH STREET
ELIZABETH CITY, NC 27909
PH: [phone]
2. PIN / 0093000140EOOOO D.B. 1093 , PG. 255
TRACT AREA = 130.705 SF = 3.00 AC.
THIS SITE IS ZONED: GENERAL BUSINESS
BUILDING ADDRESS: 280 MACEDONIA CHURCH ROAD
3. SITE IS LOCATED IN FLOOD ZONE "X" AS SHOWN ON F.I,R.M.
PANEL 3720990200J, EFFECTIVE DATED DECEMBER 16, 2005.
4. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS SHOWN
TAKEN FROM THE RECOMBINATION SURVEY FOR LAUREL
MEMORIAL GARDENS, INC., & DAVID H. TWIFORD, SAMUAL A.
TWIFORD, JR.. & DORA W. TWIFORD, C/O TWIFORDS FUNERAL
HOME, DATED 1-10-11, PREPARED BY EDDIE HYMAN OF
HYMAN & ROBEY.
5. THERE ARE NO WETLANDS WITHIN THE PROJECT LIMITS.
6. ELEVATIONS ARE BASED ON NAVD 88 MONUMENT "V198"
ELEVATION = 8.28
7. PARKING REQUIREMENTS:
1 PARKING SPACE PER 100 SF GROSS OF BUILDING
BUILDING IS 4.200 SF / 100 = 42 SPACES REO'D
ADA HANDICAPPED SPACES PER NC ACCESSIBILITY CODE:
FOR 26-50 TOTAL SPACES = 2 HC SPACES REQ'D
PARKING SPACES PROVIDED:
40 REGULAR + 2 HC = 42 TOTAL
8. ALL "NO PARKING - FIRE LANE" PAVEMENT MARKINGS (AT
LOCATIONS SHOWN ON THE SITE PLAN) SHALL BE OF YELLOW
PAINT AND A MINIMUM 12" LETTERING HEIGHT. SEE NFPA
REQUIREMENTS FOR FURTHER INFORMATION.
9, LANDSCAPING REQUIREMENTS FOR PARKING AREAS:
LARGE SHADE TREE w/15' CROWN RADIUS AND 707 SF
SHADING AND SMALL SHADE TREE W/10' CROWN RADIUS
AND 314 SF SHADING SHALL PROVIDE COVERAGE FOR 20%
OF VEHICULAR SURFACE AREAS.
TOTAL VEHICULAR SURFACE AREA = 26,327 SF
REQ'D SHADING = 0.20 x (26.327) = 5,265 SF SHADING
SUM OF TREES/PARTIAL TREES SHADING PROVIDED:
LARGE TREES:
FULL TREE CREDIT = (0) x 707 SF = 0 SF
HALF TREE CREDIT = (0) x 354 SF = 0 SF
SMALL TREES:
FULL TREE CREDIT = (7) x 314 SF = 2.198 SF
HALF TREE CREDIT = (26) x 157 SF = 4.082 SF
TOTAL VSA SHADED AREA PROVIDED = 6,280 SF
EXISTING UNDERGROUND UTILITIES ARE SHOWN BASED ON
INFORMATION AVAILABLE TO THE ENGINEER AND SHOULD NOT BE
CONSIDERED COMPLETE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES THAT
MAY EXIST IN THE AREA OF CONSTRUCTION PRIOR TO
COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY UTILITIES
DAMAGED DURING CONSTRUCTION, CONTRACTOR SHALL CONTACT
NC ONE CALL AT 1-800-632-4949 FOR UTILITY LOCATION.
n"
TOMB
EXISTING
CEMETERY
EXISTING
CEMETERY
LAUREL MEMORIAL GARDENS, INC.
ID# 009300014000000
& 0093000140DOOOD
& 0093000140EOOOO
GLOBAL PIN 9913-13-8477
& 9913-13-5443
& 9913-13-5181
15.02 AC.
N89' 59' 41"E 319.65'
- 157 = 151 15)
Y-. ._ _-
61 LF 6" SDR 21 20(
PSI PVC WATER MAIN
LEGEND
VVV
BENCHMARK
BOUNDARY LINE
— —
R/W LINE
—
PROPERTY EXTENSION
-
EXISTING DITCH/SWALE
PROPOSED DITCH/SWALE
------ ---- ---
EXISTING TOP OF BANK
----- - -----
PROPOSED TOP OF BANK
— — — — — — —
— EXISTING DRAINAGE PIPE
EXISTING WATERLINE
w
PROPOSED WATERLINE
PROPOSED GRAVITY SEWER
OHU
EXISTING OVERHEAD UTILITY
UGE
UNDERGROUND ELECTRIC
- -- =_
-- LIMITS OF DISTURBANCE
EXISTING FENCE
0 0 o
EXISTING PAVEMENT
EXISTING GRAVEL
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE
PROPOSED RIPRAP
EXISTING UTILITY POLE
EXISTING LIGHT POLE
PROPOSED LIGHT POLE
0Co PROPOSED SANITARY CLEANOUT
y PROPOSED FIRE HYDRANT
® PROPOSED WATER METER
e PROPOSED WATER VALVE
EXISTING TREES (NOT LABELED)
- SPECIES NOT DETERMINED
PROPOSED TREES:
NOW OR FORMERLY
POWELL PROPERTY
D.B. 509, PAGE 580_
_
MUSKOGEE CRAPE MYRTLE (Spread 20') (51 Req'd)
P.C. G, SLIDE 197
1W (Lagerstsoemia x "M=koge)e')
RESIDENTIAL
ZONED GB
ALL SMALL TREES TO BE A MINIMUM OF 4'IN HEIGHT
WITH A MINIMUM CALIPER OF 2" (MEASURED 6" ABOVE
GRADE) AT THE TIME OF PLANTING
PROPOSED SHRUBS:
YAUPON HOLLY (50 Req'd)
. (flex v itoria)
l 05
ALL SHRUBS TO BE A MINIMUM OF V IN HEIGHT / 3
GALLON SIZE AT THE TIME OF PLANTING
C1
SI HT
,NGL
_. TBM - MAGNAIL
-- IN PAVEMENTSI HT
-
- ELEVATION = 9.60
- INSTALL WATER MAIN _ - --- -- u— -
4' OFF EDP J _ _. _._ - —
_ r
1 - 6" GATE VALVE
20 LF 6" SDR 21 200 PSI
PVC WATER MAIN
1 - 2" TEMP BLOW -OFF
REMAIN SHUT
1 - 6%6" TEE
1 - 6" GATE VALVE
10 LF 6" D.I. PIPE
1 - HYDRANT ASSEMBLY
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.
NO PIPE MATERIAL SUBSTITUTIONS SHALL BE MADE
WITHOUT PRIOR APPROVAL FROM THE ENGINEER
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
HYMM
ROBE
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
\A CAROB"'.,.
1 , •FESSip•.�ti
TWIFORD
FUNERAL
HOME
Poplar Branch
Township
Currituck County
North Carolina
NOTIFY
NC ONE CALL
AT
1-800-632-49491
FOR LOCATION OF EXISTING
UTILITIES
KEY PLAN:
Project #:
100255
Drawing #:
100255-SITE
Drawn:
RLH / DAA
Checked:
KDH
Approved:
SCR
Date:
11 /22/10
Sheet #:
2 OF 8
Scale:
1:30
REVISIONS:
NUM. DATE DESCRIPTION
1 02/21/11 Added Wet Pond
Change Sht Scale
Updated Site Data
SHEET TITLE:
SITE & UTILITY
PLAN
0
SHEET NUMBER:
2
N.r r • r
.l •• i li .i 1, ,r,,

I
Ak a SWAMP
VICINITY MAP
NITS
GENERAL NOTES:
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN BASED ON INFORMATION AVAILABLE
TO THE ENGINEER AND SHOULD NOT BE CONSIDERED COMPLETE. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES (PUBLIC OR
PRIVATE) THAT MAY EXIST IN THE AREA OF CONSTRUCTION PRIOR TO COMMENCEMENT
OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT
HIS EXPENSE, ANY UTILITIES DAMAGED DURING CONSTRUCTION. CONTRACTOR SHALL
CONTACT NC ONE CALL AT 1-800-632-4949 FOR UTILITY LOCATION.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM WITH CURRENT
STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION, NCDEM, NCDENR, CURRITUCK COUNTY WATER DEPARTMENT AND
DEPARTMENT OF PUBLIC WORKS, NORTH CAROLINA.
3. A SEDIMENT & EROSION CONTROL PLAN HAS BEEN APPROVED FOR THIS PROJECT.
THE UTILITY CONTRACTOR SHALL NOT DISTURB THE EROSION CONTROL DEVICES AS
INSTALLED FOR THIS PROJECT. ANY RELOCATION OF EROSION CONTROL DEVICES
SHALL BE DONE BY ADVANCE WRITTEN NOTIFICATION TO THE SITE/GENERAL
CONTRACTOR AND THE ENGINEER. THE UTILITY CONTRACTOR SHALL TAKE ALL
NECESSARY PRECAUTIONS TO LIMIT EROSION & SEDIMENT TRANSPORT IN HIS
WORK AREA.
4. MINIMUM CLEARANCES FOR WATER, SEWER AND STORM DRAINAGE SHALL MEET
THE FOLLOWING CRITERIA:
HORIZONTAL VERTICAL
WATER AND SEWER 10' 18"
(WATER ABOVE SEWER)
WATER AND STORM DRAINAGE 12"
SEWER AND STORM DRAINAGE 24"
(SEPARATION BETWEEN SEWER AND STORM DRAIN CAN BE REDUCED BY
UTILIZING DUCTILE IRON SEWER PIPE)
WATERMAIN NOTES:
1. CURRITUCK COUNTY WATER DEPT. HALL PROVIDE WATER SERVICE FOR THIS PROJECT.
2. ALL WATERMAINS SHALL BE EITHER PVC - C900, SDR-21 OR DUCTILE IRON AS
SHOWN ON PLANS. ALL PIPE SHALL COMPLY WITH THE REQUIREMENTS OF AWWA
STANDARDS AND THE NATIONAL SANITATION FOUNDATION. ALL PIPE MUST BEAR
THE NSF LOGO FOR POTABLE WATER.
3. WATERMAINS MAY BE INSTALLED UNDER STORM DRAINS WITHOUT FITTINGS, WHERE
THE CHANGE IN VERTICAL CURVE IS TWO FEET OR LESS.
4. THRUST BLOCKING SHALL BE INSTALLED ON ALL BENDS OF 22 1/2" OR
GREATER. (SEE THE SPECIFICATIONS AND DETAILS ON THRUST BLOCKINGS.)
5. CONTRACTOR SHALL COORDINATE CONNECTION TO WATERMAN WITH THE
CURRITUCK COUNTY WATER DEPARTMENT.
6. THE CONTRACTOR SHALL FIELD VERIFY THE SIZE OF EXISTING MAINS PRIOR
TO ORDERING MATERIALS.
7. DURING CONSTRUCTION, NO PIPE SHALL BE COVERED UNTIL INSPECTED BY THE
CURRITUCK COUNTY WATER DEPARTMENT AND THE ENGINEER. THE CONTRACTOR
SHALL NOTIFY THE CURRITUCK COUNTY WATER DEPARTMENT 48 HOURS PRIOR
TO COMMENCEMENT OF WORK TO COORDINATE INSPECTION OF WATERLINE.
8. THE CONTRACTOR SHALL SATISFY ALL BOND REQUIREMENTS OF THE DEPARTMENT
OF TRANSPORTATION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
9. LENGTHS OF WATERLINE ARE APPROXIMATE AND HAVE BEEN INCLUDED FOR THE
CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY LENGTHS
TO HIS SATISFACTION.
10. ALL WATERMAINS SHALL HAVE A MINIMUM OF 36" COVER.
11. ALL PIPES AND SERVICES TO HAVE RUNNING ALONG AND WITH THE PIPE A
CONTINUOUS LENGTH OF 112 SOLID COPPER WIRE AND A 6" WIDE TRACER TAPE AT
ONE (1) FOOT BELOW THE FINISHED GRADE OF THE EXCAVATION FOR THE PIPE.
12. DRIVEWAY CROSSINGS SHALL BE REPAIRED AS FOLLOWS:
CONCRETE DRIVEWAYS AND SIDEWALKS SHALL BE SAW CUT AND REMOVED AS
NECESSARY AND REPAIRED WITH MINIMUM 4" THICK 2500 PSI CONCRETE.
ASPHALT DRIVEWAYS SHALL BE SAW CUT AND REMOVED AS NECESSARY AND
REPAIRED WITH 6" ABC AND 2" TYPE SF 9.5A ASPHALT.
GRAVEL OR DIRT DRIVEWAYS SHALL BE REPAIRED WITH 4" THICK ABC STONE.
EXISTING UNDERGROUND UTILITIES ARE SHOWN BASED ON
INFORMATION AVAILABLE TO THE ENGINEER AND SHOULD NOT BE
CONSIDERED COMPLETE. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES THAT
MAY EXIST IN THE AREA OF CONSTRUCTION PRIOR TO
COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY UTILITIES
DAMAGED DURING CONSTRUCTION. CONTRACTOR SHALL CONTACT
NC ONE CALL AT 1-800-632-4949 FOR UTILITY LOCATION.
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.
NO PIPE MATERIAL SUBSTITUTIONS SHALL BE MADE
WITHOUT PRIOR APPROVAL FROM THE ENGINEER
J
, 29 LF 15 CMP
±1550 LF 6'
SDR 21 200 PSI
INV. = 4.78
PVC WATER MAIN
O
INV OUT = 4.83
A MINIMUM OF 36" OF COVER SHALL BE
22' & 45' 6" BENDS AS
, NECESSARY TO CONNECT TO
MAINTAINED OVER ALL WATERLINES.
`
\
EX. STUB OR GATE VALVE
`
\
f
LJ
O
CO
a
LJ
LJ
V1
LJ
Z
J
S
U
I -
a
30'LF 15" CRUSHED CMP
INV. IN = 7.82
INV. OUT = 7.55
LLJ_ S8
INV. _ 7.85- —
> - - - - - - - - - - - - - - - - - ' 20' FRONT SETBACK _ — — — — — — _ - - -
O _ _ _ _ _ _ _ _ _ _ _ _ _ _ LANDS —-- -- "� _ -- ----- BUFFER- -T E C - o N 37.
34' 3"W
_ _ CAPE_ BUFFER, TYPE C _ _
m EXISTING �� — — - _ y _ .� _ _ - LANDSCAP -
Q BUSH -' ——279.83' - _ ;' :. 151' " 24 ruo= - _ - - _INV 7.86
LJLI _ NEW 34' S0'W
a
61 LF 6" SIDE? 21 20(
PSI PVC WATER MAIN
F 15" CPR
REMAIN SHUT
IN = 7.73
OUT = 7.73
6"x6" TEE
6" GATE VALVE
F
LF 6" D.I. PIPE
HYDRANT ASSEMBL
LEGEND
Y
BENCHMARK
BOUNDARY LINE
-
R/W LINE
PROPERTY EXTENSION
—
EXISTING DITCH/SWALE
PROPOSED DITCH/SWALE
----- _-- --
-- EXISTING TOP OF BANK
PROPOSED TOP OF BANK
EXISTING DRAINAGE PIPE
�N�•
EXISTING WATERLINE
PROPOSED WATERLINE
OHU
EXISTING OVERHEAD UTILITY
UNDERGROUND ELECTRIC
UGE
- ....
LIMITS LIMITS OF DISTURBANCE
EXISTING PAVEMENT
EXISTING GRAVEL
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE
EXISTING UTILITY POLE
PROPOSED LIGHT POLE
OCO
PROPOSED SANITARY CLEANOUT
IV,
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
®
PROPOSED WATER METER
e
PROPOSED WATER VALVE
WV
N
EXISTING WATER VALVE
00
EXISTING TREES (NOT LABELED)
- SPECIES NOT DETERMINED
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
s
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
,`SOW up�iiii
\A CARO(
SS/0� 9
qS A,
TWIFORD
FUNERAL
HOME
Poplar Branch
Township
Currituck County
North Carolina
NOTIFY
NC ONE CALL
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
KEY PLAN:
Project #:
100255
Drawing #:
100255-SITE
Drawn:
RLH / DAA
Checked:
KDH
Approved:
SCR
Date:
11/22/10
Sheet #:
3 OF 8
Scale:
1:30
REVISIONS:
NUM. DATE DESCRIPTION
1 02/21/11 Added Sheet
SHEET TITLE:
WATERLINE
PLAN
0 SHEET NUMBER:
3

Al, A All, AL
MAPLE
SITE 4 SWAMP z v
N AL AL A - - _
ns All.
LAUREL MEMORIAL GARDENS,
INC.
009300014000000 /
� Z ® v' u' m u `O o & 0093000140DO000
AL _ & 0093000140EOOOO
-' ;aN EXISTING - GLOBAL PIN 9913-13-8477A NC /
MACEDII HWY 136H RD. ALo - & 9913-13-5443
AIL CEMETERY & 9913-13-5181
AL LAUREL I - 15.02 AC. /
SWAMPAL
v
VICINITY MAP /
NTS
SITE DATA:
1. OWNER: /
LAUREL MEMORIAL GARDENS, INC. FOR WET ,BASIN
ATTN: DAVID TWIFORD I� SH Lf VECETATION /
405 EAST CHURCH ST. £ PLANTING
ELIZABETH CITY, NC 27909 INV.- = 5.41 .Q�TaAJ��.jT 8
PH: [phone]
D_ N89' S9' 41"E 319 65'
EVELOPER/PERMITTEE: -
TFORD CURRITUCK PROPERTIES, LLC - - WEIR OUTLET SF s
W
ATTN: DAVID TWIFORD - -
405 EAST ) URCH STREET _ - -�f. 4 - .-4 ,3
- ELEV. - 7.31
50
ELIZABETH CITY, NC 27909 - I y..a•e-+�+••e sc.x.:*^ a^"^ .' ^�^-r•ru se s,.�:
PH: 252 335-4395 /
25' REAR SETBACK �
2. PIN 0 0093000140EOODO D.B. ID93 PG. 255
TRACT AREA = 130,705 SF = 3.00 AC.SLOPE
THIS SITE IS ZONED: GENERAL BUSINESS
BUILDING ADDRESS: 280 MACEDONIA CHURCH ROAD -. .[ PROPOSED WET DETENTION BASIN FOREBAv L
3. SITE IS LOCATED IN FLOOD ZONE "X" AS SHOWN ON F.I.R.M. _ Z .fin SWALE OUTFALL x FL
PANEL 3720990200J, EFFECTIVE DATED DECEMBER 16, 2005. K I INV. = ±5.65 )
4. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS SHOWN EGIN OU TFALL DITCH '
TAKEN FROM THE RECOMBINATION SURVEY FOR LAUREL v, a 'I (CLASS "B" RIPRAP) _ II
MEMORIAL GARDENS, INC., & DAVID H. TWIFORD, SAMUAL A. 4 m I INV. = 6.17
TWIFORD, JR.. & DORA W. TWIFORD, C/O TWIFORDS FUNERAL T II
HOME, DATED 1-10-11. PREPARED BY EDDIE HYMAN OF - I JIII
HYMAN & ROBEY.
5. NO:.!0 'WATHIN THE RW"T WIITS. ^' i
4,.., =� DETENTION BASIN WILL BE USED AS A SWALE OU TFALL
INV. = 6.50
6, ELEVATIONS ARE BASED ON NAVD 88 MONUMENT "V198" TEMPORARY SEDIMENT BASIN DURING SITE
ELEVATION = 8.28 '1I. V. = 6.23 CONSTRUCTION. SEE CONSTUCTION BREAK IN GRADE \
SEOUENCING NOTES (SHEET 5) FOR TIMING INV. = 7.30
7. TYPE OF SOILS ON SITE: Munden (Mu) _ I OF RESTORING BASIN TO DETENTION BASIN. SWALE INTX
7.45 =
Portsmouth (Pt) - INV. I
Slate (S1A) Nn �I
SEE "REPORT OF SUBSURFACE INVESTIGATION AND
GEOTECHNICAL ENGINEERING SERVICES" DATED OCTOBER 22.LA
:o o
2010. PREPARED BY GET SOLUTIONS, INC. IN = 8.00
8. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED - LOPE
SITE/MINE. ANY MATERIAL REMOVED FROM THE SITE SHALL _ I -� 9.5�
BE DISPOSED OF IN A SINGLE APPROVED LOCATION. rn
9. DISTURBED AREA WILL NOT EXCEED 4 ACRES.
10. PROPOSED SITE COVERAGE BREAKDOWN FOR PROJECT: EXISTING I �. BREAK IN GRADE J
CEMETERY INV. = 7.80
L
PROPOSED ASPHALT PAVEMENT = 26,327 SF LP
PROPOSED BUILDINGS = 4,610 SF 41.D0 " tL20 0
PROPOSED SIDEWALKS = 998 SF I -
FUTURE EXPANSION ALLOTMENT = 25-OOQ SF 7tl Sf m
PROPOSED IMPERVIOUS AREA = 56,935 SF I" 9.5 F ,. LQAOING ZONE - i1.20 mD -
.PROPOSED SITE IMPERVIOUS COVERAGE " I INV. = 8.25 ! 11'50
= 56,935 43.56%
11 130,705 = _ - z
/ - .70 11.70 -
NOW OR FORMERLY
POWELL PROPERTY
11.5 11.9i' , 1 D B 509 PAGE 580
TT
P.C. G, SLIDE 97
4
9
SLABS FOR 4
�=
RESIDENTIAL
INV. = 6.38
- -
.90 Co�
T
HVAC UNITS
41.
ZONED GS
PROPOSED
w
FUNERAL
HOME
z
o
.
_ -
-
a
i
4,210 SF
CO
tT
V= n FF = 12,00 = 1
4'(W) x 10'(L)
3
N
x 24" (TH)
66'-11"
-
`;
Tt
RIPRAP, TYP.
_
I -
11.51111..�
80
11.96 11.5
80
111.80z11.00
14t,$1D5
11.80
2-0
S'
I w
- COIDA 5NICSIDEWALK
11.70�
20 LF 15" CPP
INV. IN - 7,56
AI V nl IT = 7 47
20 LF 15 CPR
INV. IN = 7.73
INV. OUT = 7.73
LEGEND
,y
il4
VVVV
BENCHMARK
BOUNDARY LINE
- -
R/W LINE
-
PROPERTY EXTENSION
EXISTING DITCH/SWALE
PROPOSED DITCH/SWALE
- -_- - ---
---- EXISTING TOP OF BANK
------- - --
- PROPOSED TOP OF BANK
- 4-
- -- - - EXISTING CONTOUR
4
PROPOSED CONTOUR
_ _ _ _
_ - EXISTING DRAINAGE PIPE
EXISTING OVERHEAD UTILITY
OHU
LIMITS OF DISTURBANCE
EXISTING FENCE
0 0
EROSION CONTROL SILT FENCE
EXISTING PAVEMENT
EXISTING GRAVEL
_ - PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE
-
PROPOSED RIPRAP
EXISTING UTILITY POLE
PROPOSED LIGHT POLE
PROPOSED FIRE HYDRANT
®
PROPOSED WATER METER
e
PROPOSED WATER VALVE
E
DRAINAGE FLOW DIRECTION
<�=
DITCH FLOW DIRECTION
4-=
DITCH FLOW DIRECTION
�-8.00
PROPOSED GRADE
CHECK DAM
I. OWNER/AGENT DO HEREBY CERTIFY THAT I WALL
DEVELOP THE PROPERTY IN ACCORDANCE WITH THE APPROVED PLANS WHICH
WILL BE CONSTRUCTED OR MAINTAINED SO THAT SURFACE WATERS FROM
SUCH DEVELOPMENT ARE NOT UNREASONABLY COLLECTED AND CHANNELED
ONTO LOWER ADJACENT PROPERTIES AT SUCH LOCATIONS OR AT SUCH
VOLUMES AS TO CAUSE SUBSTANTIAL DAMAGE TO SUCH LOWER ADJACENT
PROPERTIES. IN ADDITION, THE DEVELOPMENT WALL BE CONSTRUCTED OR
MAINTAINED SO THAT IT WALL NOT UNREASONABLY IMPEDED THE NATURAL
FLOW OF WATER FROM HIGHER OR ADJACENT PROPERTIES ACROSS SUCH
DEVELOPMENT, THEREBY UNREASONABLY CAUSING SUBSTANTIAL DAMAGE TO
SUCH HIGHER ADJACENT PROPERTIES.
DATE: OWNER/AGENT
ON THE SITE PLAN ENTITLED TWIFORD FUNFRAL HOME. STORMWATER DRAINAGE
IMPROVEMENTS SHALL BE INSTALLED ACCODING TO THESE PLANS AND
SPECIFICATIONS AND APPROVED BY CURRITUCK COUNTY. CURRITUCK COUNTY
ASSUMES NO RESPONSIBILITY FOR THE DESIGN, MAINTENANCE OR THE
GUARANTEED PERFORMANCE OF HE STORMWATER DRAINAGE IMPROVEMENTS.
ENGINEER/SURVEYOR/ARCHITECT DATE
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
go, `�puullgi
rCL s ALy�'
30.1�
•G I .....
A.
TWIFORD
FUNERAL
HOME
Poplar Branch
Township
Currituck County
North Carolina
NOTIFY
NC ONAET CALL
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
KEY PLAN:
Project #:
100255
Drawing #:
100255-SITE
Drawn:
RLH / DAA
Checked:
KDH
Approved:
SCR
Date:
11/22/10
Sheet #:
4 OF 8
Scale:
1:30
REVISIONS:
NUM. DATE DESCRIPTION
1 02/21/11 Added Wet Pond
Change Sht Scale
Updated Site Data
SHEET TITLE:
GRADING AND
GRAPHIC SCALE DRAINAGE PLAN
15 30 60 120
SHEET NUMBER:
( IN FEET) 4
1 inch = 30 ft.

LEADER SHOULD NOT
BE CUT OF DAMAGED
PRUNE AS PER
HORTICULTURAL
PRACTICES
PREPARED
PLANTING SOIL
WOOD STAKE
ORIGINAL GRADE
TAMPED SETTING BED
TWO - PLY
REINFORCED
RUBBER HOSE
WITH CABLE OR
GALVANIZED WIRE
AT 12C INTERVALS
TURN DOWN
TOP 1/3 OF
BURLAP
3" MULCH LAYER
6' DIAMETER
/ EARTH SAUCER
TREE PLANTING DETAIL
NTS
6" X 32" WIRE FENCE
CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24
FILTER FABRIC
INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
BACKFILL TRENCH
AND COMPACT
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH
THOROUGHLY
OF THE BARRIER TO AVOID JOINTS. WHEN THE JOINTS ARE NECESSARY, SECURELY
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM
FLOW
OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT
INF T THE WARE REINFORCEMENTTHE BOTTOM OF THE TRENCH. FASTEN THEN THE
UPSLOPE
FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. RE OR PLASTI
WIC ZIP TIES
SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WARE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8
FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A
8" MINIMUM
MINIMUM OF 24 INCHES.
2'-0"
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE
WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO
POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH AND A 6 MONTH UV PROTECTION RATING.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM SIDE OF THE TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND
COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES
2'-0'
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.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1.000 LB/ACRE 10-10-10 FERTILIZER.
MULCHING
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR
STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS
OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM
THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING & MULCHING
8" BLACK ZIPTIE OR
ALUMINUM TIE WITH
UV PROTECTION
STEEL FENCE POST
5' - 0.85 LB. FT. T-TYPE
.4" MINIMUM
SILT FENCE DETAIL
NTS
PRECAST
PARKING
BLOCK
4" THICK 5' WADE 3000 PSI CONCRETE SIDEWALK
1• R
SLOPE 1/4• PER FOOT
'r ! :•
-III-III-III-III-III ASP„ASSF
T IX
-I I I -III -III -I I I -III • 4 6" ABC STONE BASE
-I I I � i I I I I-IIIIII-IIII -
,I I I„ I I III=1 1=1 1-III =III 11 �-
COMPACTED EARTH -I I IIII-I I I_
CONCRETE SIDEWALK DETAIL
NTS
STEEL POST
24"
MAX. HEIGHT
tt 0
■■■■■\■ii■■■■■■■■■■■■■i
I%■■■■■
■■■■■■�■■■■■■■��■■■■■■■■■■■■■�
1■■■■■
■■■■■■
■■■■■■■■■■■■I
Id■■■■■■■■■■■■■■■■■■■■■■■�1
■■■■■■■■■■■■■■��■■■■■■■■■■■■■�
M���������I�������������LI
PRECAST PARKING BLOCK
NTS
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 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.
EROSION CONTROL MEASURES
SEEDING MIXTURE RATE (LF/ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL: SEPT. 1-SEPT. 30 SEPT. 1-OCT. 31
'EDING SCHEDULE
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PAD. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. PERFORM CLEARING / DEMOLITION WORK.
4. CUT NEW SWALES AND DITCHES AND CONSTRUCT DETENTION POND, CAP
DRAWDOWN ORIFICE UNTIL SITE IS STABILIZED.
5. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
6. INSTALL THE STONE BASE FOR THE PROPOSED PARKING AND DRIVES.
7. 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
8. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
REMOVE CAP FROM DRAWDOWN ORIFICE.
9. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
10. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
EDGES
SF 9.SA
STONE
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 WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
RP� ' RRFG'�x T3 40'.
<3 E 1QREF�
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
TYPICAL DITCH OR SWALE
CLASS B EROSION CONTROL STONE
STONE DEPTH = 24"
SECTION
PIPE
TOP
NTS
TOP OF BANK
)&r
y y
-
y y
O
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y ° a
y
Z W
M
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0
Q.
y y
4 4
W
0
W
J
O4 ,y�^
�
W
�1
4
y
y
TOP
OF
BANK
18'
DITCH BOTTOM
EROSION CONTROL STONE
EPTH TO FLUSH WITH
OF DITCH
.-WOVEN GEOTEXTILE FABRIC
GEOTEX 801 OR APPROVED EQUAL
ROCK ENERGY DISSIPATER
TOP OF D� BANK
NTS
LAYER OF #5 -
WASHED STONE
12" THICK
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
�O ;OFESS/0 •. 9 �y
4 LS
' S Al `
O 0
G I N '�'`�A.
TWIFORD
FUNERAL
HOME
Poplar Branch
Township
Currituck County
North Carolina
NOTIFY
NC ONE CALL
AT
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
KEY PLAN:
�ggo Project #: 100255
BOTTOM OF o°goggggggo Drawing #: 100255-SITE
DITCH v' oogog000gogogog.t? oyyOy,oGpoy�OoYgCDopyo,g,oog,gyoGGCy a
Drawn: DAA
I.gO�0pOChecked: KDH
yOApproved: SCR
g,yyp,go,OyyyOo`
Date: 11/22/10
0 00.
PROFILE
CLASS B STONE Sheet #: 5 OF 8 REMOVE SEDIMENT WHEN IT ACCUMULATES Scale: NTS
TO 1/3 THE HEIGHT OF THE DAM REVISIONS:
NUM. DATE DESCRIPTION
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH 1 02/21/11 Rearrange Details
SUFFICIENT TO PREVENT EROSION
SHEET TITLE:
CHECK DAM DETAIL DETAILS
NTS SHEET NUMBER:
5

45' MIN.
1" WATER SERVICE TUBING - 200 PSI
SDR-21 200 PSI
PVC WATERLINE FORD MODEL F100003G WITH
CC THREADS CORPORATION STOP
OR APPROVED EQUAL
SERVICE SADDLE SINGLE BRASS STRAP
CC THREAD, FORD S-70, MUELLER
OR APPROVED EQUAL SIZED AS REQUIRED
I
C�
1
4" 5"
METER BOX WITH
CAST IRON LID
MARKED "W"
INSTALL 1" PVC STABILIZER
METER TO BE CENTERED IN BOX
AND 4"-5" BELOW BOTTOM OF
METER BOX LID
5/8 x 1" METER SETTER
McDONALD 24-207 WDTD 33
OR APPROVED EQUAL. COPPER
WITH LOCKABLE CUT OFF VALVE
DOUBLE CHECK VALVE, CTS PACK
JOINT INLET SIDE AND DUAL
PURPOSE OUTLET.
CONTRACTOR TO FURNISH AND INSTALL
PLASTIC
METER BOX WITH CAST IRON LID
AND ANGLE STOP (BY FORD OR McDONALD)
TO MEET
CURRITUCK COUNTY STANDARDS
WATER SERVICE CONNECTION DETAIL
NTS
STANDARD HANDICAPPED PARKING SIGN (TYPICAL)
TO BE INSTALLED AT REQUIRED HEIGHT AND
DEPRESSED SIDEWALK DIMENSIONAL RELATIONSHIP TO PARKING STALL.
LEVEL WITH PARKING
HANDICAPPED PARKING STALL (TYP.)
12
:12
-EDGE OF
AS OVID.
SII T�LAN
PARKING ST
1
-8.0 FT, WHE
1
81
1 87
1 8
PLAN VIEW OF PARKING STALL(S)
VAN
ACCESSIBLE
RESERVED
PARKING
N ACCESSIBLE
MAXIMUM
PENALTY
$250
SIDEWALK
ALL PAVEMENT MARKINGS (TYP.)
ELCHAIR ACCESS AISLE
EDGE OF SIGN
60" OUTSIDE OF PEDESTRIAN AREAS
84" WITHIN PEDESTRIAN AREAS
GRADE
A.D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
HANDICAPPED PARKING WALKWAY
& RELATED DETAILS
' NTS
x
c
24" DIA. 4" THICK
ROADWAY SHOULDER CONCRETE "DONUT"
VALVE DITCH
BOX
EX. SHOULDER
CONTRACTOR SHALL USE. 30" MIN.
45' BENDS AS NECESSARY CON ON CON 7E CON TE CON T
ALL BENDS RESTRAINED COVER PROPOSED WATERLINE
WITH BAGS OF CONCRETE MIX, UNOPENED,
THE ENTIRE LENGTH OF THE DITCH CROSSING.
NOTE: ALL FITTINGS ARE TO BE BLOCKED PER THE
SPECIFICATIONS.
DITCH CROSSING DETAIL
NTS
(4) b3
BRASS MARKER PLATE
�4" CHAMFER AT
EACH CORNER
HYDRANT
RISER AS
REQUIRED
MARKER PLATE
NTH ANCHOR
18" V " N BRASS MARKER
6� PLATE WITH VALVE SIZE,
fS- DIRECTIONAL ARROW -
15 XA P POINTED TO MARKED
EXISTING GROUND VALVES AND DISTANCES
THE NEAREST FOOT.
48"
LATERAL
VALVES TO
BE MARKED
-r_,,.,
�WAT
EX 10"WMN
4" SQUARE PRECAST
II_Ilr CONCRETE POST
(4,000 PSI) VALVE MARKER
THE MARKERS TO BE LOCATED AT OR NEAR
THE R/W WHERE ALL VALVES IN THE AREA
CAN BE LOCATED. PROPOSED OR
FIRE HYDRANT LEG VALVES WILL NOT BE EXISTING R/W
COUNTED.
VALVE MARKER DETAIL
NTS
24" DIA. 4' THICK
CONCRETE "DONUT"
ALVE
BOX
EX. WATERMAIN
H
CONTRACTOR SHALL USE
45' BENDS AS NECESSAF
RM DRAIN
O STO
12" MIN. SEPARATION
0 CRL CON T
LCOVER PROPOSED WATERLINE
WITH BAGS OF CONCRETE MIX, UNOPENED.
BY PLACING ONE BAG CENTERED
ON BOTH PIPES AND PLACING ONE BAG ON EACH SIDE .
NOTE: ALL FITTINGS ARE TO BE BLOCKED PER THE
SPECIFICATIONS.
CULVERT CROSSING DETAIL
NTS
NOTES:
1. TAP SHALL BE PERFORMED IN THE PRESENCE OF A
REPRESENTATIVE OF THE WATER SYSTEM AND THE
ENGINEER.
2. TAPPING SLEEVE AIR TEST SHALL BE PERFORMED AT
100 PSI FOR 15 MINUTES.
BLOCK PER THRUST BLOCKING
DETAIL BEFORE PERFORMING TAP.
TAPPING SLEEVE ON EXISTING MAIN
TAPPING DETAIL
NTS
NOTE: VALVE BOX COVERS SHALL
18" DIA. 6" THICK BE MARKED WITH A "W"
CONCRETE "DONUT
2" THREADED
G
vvvv
EXISTING GROUND
/VALVE BOX
�4" PVC SLEEVE
(ENDS 4" - 6" BELOW
BOTTOM OF CAP)
TAPPING VALVE
442
. vv vev
vv PVC FEMALE
ADAPTER 4" PVC SLEEVE
(ENDS 4" - 6" BELOW
BOTTOM OF CAP)
VALVE BOX 2" PVC SCH 40 PIPE
36" 00 PIPE 30" LENGTH
MINUMUM DEPTH
6" GATE VALVE
(SHOWN ON PLANS)
2" 90' CLUE JOINT -PVC
6" WATERMAIN
� %(1 FULL JOINm) m
CONCRETE THRUST
BLOCK PER DETAIL
2" PVC SCH 40
PIPE 36" LENGTH
MECHANICAL ":
DINT TAPPED
CAP
12"
TEMPORARY BLOW -OFF DETAIL
NTS
FINISH
6" DUCTILE IRON PIPE
7 CU FT
CRUSHED o 0
STONE °o°000 o°
o°o°
o°o°
CONCRETE THRUST
BLOCK PER DETAIL
DUCTILE IRON GRIP RINGS -
ROMAC OR APPROVED EQUAL
HYDRANT TO BE M+H 129 TRAFFIC MODEL FOR 3.5' BURY
WITH 5 1/4" VALVE OPENING
HYMM
PAINTING REQUIREMENTS FOR NEW FIRE HYDRANTS;
6" WATER LINE: BONNET YELLOW -BODY RED
�B
-AS REQ'D
8" WATER LINE: BONNET ORANGE -BODY RED
TO CLEAR SWALE
±14'
10" AND LARGER: BONNET GREEN -BODY RED
__ I 11 101NS
NOTE: RED BODY MUST BE REPAINTED BY CONTRACTOR
150 US Hwy 158 E.
HYDRANT
PAINT WITH RUSTOLEUM ENAMEL; "SAFETY YELLOW",
PO BOX 339
"SAFETY ORANGE". "SAFETY GREEN" & "SAFETY RED"
Camden, NC 27921
BREAKAWAY FLANGE & BOLTS
[phone]
3
SHALL BE ABOVE FINISHED GRADE
[phone]fax
www.hymanrobey.com
24" DIA. 4" THICK
CONCRETE "DONUT"
License C-0598
4" PVC SLEEVE
36"
VALVE BOX MINIMUM
6" RESILIENT WEDGE
GATE VALVE
/// CONCRETE THRUST
O\ BLOCK PER DETAIL
12" \ ..
I WATER MAIN
(SEE PLANS FOR LOCATION)
L CLASS "B" CONCRETE
PER NC DOT
NOTES:
1. DO NOT BLOCK HYDRANT DRAIN NTH THRUST BLOCKING 5. INSTALL REFLECTIVE HYDRANT MARKER, STIMPSONITE,
2. COAT TIE RODS & NUTS WITH EPDXY MODEL 88AB, TWO-WAY BLUE REFLECTOR IN CENTERLINE OF
3. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE PAVEMENT PERPENDICULAR TO HYDRANT LOCATION
4. ALL JOINTS SHALL BE MECHANICAL JOINTS USING E-BOND EPDXY ADHESIVE 1240/1241 PER
MANUFACTURERS SPECIFICATIONS.
FIRE HYDRANT DETAIL
NTS
PLAN 90'
0::
3MINIMUM
H3" MINIMUM
7
�T�
SECTION 90' & TEE
24" DIA. 4" THICK
CONCRETE "DONUT"
G
J
Q
o:
> #12 SOLID COPPER
TRACE WIRE
BUFFALO PATTERN
TWO PIECE SLIDING TYPE
ADJUSTABLE VALVE BOX
(5-1/4" SHAFT)
VALVE BOX
NTS
J "
N
WHEN ALLOWED BY THE LOCAL J
GOVERNING MUNICIPALITY, GRIP
RINGS MAY BE USED IN PLACE OF
BLOCKING IN SOME LOCATIONS.
USE OF GRIP RINGS SHALL BE
PRIOR APPROVED BY ENGINEER. PLAN TEE
CONCRETE THRUST BLOCK SCHEDULE
PIPE
SIZE FITTING L H T
2'-4-
TEE
2.0
1.5
2.0
2"-4
90' BEND
2.0
1.5
2.0
2"-4"
45' BEND
2.0
1.0
1.5
2"-4"
22 1/2' BEND
2.0
1.0
1.5
5--8-
TEE
3.0
2.5
2.0
6"-8"
1 90' BEND
4.5
2.5
2.0
6"-8"
45' BEND
3.0
2.0
1.5
6"-8"
1 22 1/2' BEND
1 3.0
2.0
1.5
THRUST BLOCK DETAIL
NTS
• J
PLAN PLUG
�puuugq
,A CAPO
0ESS 01-
' Q S Ay�L;y�1T_
IN..
F�
'4S A- o-
fel l �I
TWIFORD
FUNERAL
HOME
Poplar Branch
Township
Currituck County
North Carolina
NOTIFY
NC ONE CALL
AT
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
KEY PLAN:
Project #:
100255
Drawing #:
100255-SITE
Drawn:
DAA
Checked:
KDH
Approved:
SCR
Date:
11/22/10
Sheet #:
6 OF 8
Scale:
NTS
REVISIONS:
NUM. DATE
DESCRIPTION
1 02/21/11
Added Sheet
SHEET TITLE:
DETAILS
SHEET NUMBER:
6

HEIGHT VARIEI
rAL
;AL
REBAR O 8" O.C.
..�.,.... _ 12" O.G.
REBAR SCHEDULE FOR CONCRETE
OUTFLOW STRUCTURE
NTS
�+- 5' ABOVE PERM. POOL
FINISHED IIL`— RIP RAP PAD
GRADE 20 CLASS EROSION
CONTROL
STONE
TOP ELEV. = 6Jr
1' SEDIMENT STORAGE `>S.LS.LS.ri
MARSH
5' ABOVE PERM. POOL
•°QI
ENT POOL
s:l SLOPE
3.7 �OpF.
SEE WET DETENTION BASIN I Y. t,00
PLANTING DETAIL FOR -
PLANTING INSTRUCTIONS '1' SEDIMENT STORAGE
ELEV. _ 0.00
POND BOTTOM
WET BASIN CROSS SECTION
NTS
0
0
0
0
S
BOTTOM ELEV. = 2.00
PERMANENT
WATER SURFACE
ELEV. = 6.50
WEIR ACROSS END
\
3.5', 7� O / OF FOREBAY AREA
CLASS B EROSIC
CONTROL STONE
FOREBAY AREA CROSS SECTION
NTS
FINISHED GRA
�OpE
10' VEGETATED SHELF
5' IBELOW PERM. POOL
10.0)
i
= 1.00 Wi
1' SEDIMENT STORAGE
♦v. Nv.N
BOTTOM ELEV. =
TOP OF BERM ELEV.
= t10.00
';�710 YR= 7.82
INLET ELEV. = 6.50
WEIR INLET ELEV. =
7.50
PERMANENT WATER SURFACE
CLASS B STONE —
ELEV. = 6.5p
6" SCH 40 PVC PIPE,
FEMALE ADAPTER &
^o
THREADED PLUG
6" SCH 40 PVC TEE
fi
6" SCH 40 PVC
(LENGTH AS REQUIRED)
20"X20"X3" THICK
CONCRETE PAD
OUTFLOW STRUCTURE
NTS
L8"J
a a
e
d
a .
�
e
TREROSIONINSET
A (TYP)
7ROL STONE
NTS
CROSS SECTION H CLEAN METAL
PRIME & PAINT NTH 2 PART -
BLACK EPDXY (TYP)
6.53'
FINISHED GRADE
8"
B.
12" THICK LAYER
CLASS B STONE
DETENTION POND DIMENSIONS
1" = 10'
1/2" 0 ROUND
BARS 3" O.C.
1/4" X 6" FLAT PLAT
FRONT VIEW
9 -6.5'
SEE INSET A
8"
FINISHED GRADE
I. R
SOLJTi() NS FR,(3r' T HL GRJIING UP
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone]fax
www.hymanrobey.com
License C-0598
CARD
OF` •'••• SS/ 'C�'L
o!4,%
TWIFORD
FUNERAL
HOME
Poplar Branch
Township
Currituck County
North Carolina
NOTIFY
NC ONAEE CALL
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
KEY PLAN:
Project #:
100255
Drawing #:
100255-SITE
Drawn:
DAA
Checked:
KDH
Approved:
SCR
Date:
11/22/10
Sheet #:
7 OF 8
Scale:
AS NOTED
REVISIONS:
NUM. DATE DESCRIPTION
1 02/21/11 Added Wet Pond
Details
SHEET TITLE:
DETAILS
SHEET NUMBER:
7

EXCELSIOR MATTING
30" TYP
PERENNIAL PLANTING
NTS
SHALLOW LAND PLANTS
CL
CC
HC
SG
LC
SHALLOW WATER PLANTS
• AS
•i IB
© PP
y° SC
SB
SET PLANT AT
ORIGINAL DEPTH
A A
BOTANICAL
CHASAMANTHIUM LATIFOLIUM
CONOCLINIUM COELESTINUM
HIBISCUS ARNOTTAINUS
LARGE PLUGS
(4.9-7 CUBIC
INCHES)
AMMEND SOIL AS
SPECIFIED
EXISTING SOIL
COMMON
RIVER OATS
WILD AGERATUM
WHITE ROSEMALLOW
SACCHARUM GIGANTEUMAND ALLIES PLUMGRASSES
LOBELIA CARDINALIS
BOTANICAL
ACORUS AMERICANUS
IRIS VIRGINICA
PONTEDERIA CORDATA
SAURURUS CERNUUS
SPARGANIUM AMERICANUM
PLANT SCHEDULE
CARDINAL FLOWER
COMMON
SWEET FLAG
BLUE FLAG IRIS
PICKEREL WEED
LIZARD'S TAIL
BUR—REDD
STORMWATER VEGETATION FOR WET
DETENTION BASINS
THE CONTRACTOR SHALL INSTALL VEGETATION
IN THE SPECIFIED ZONES FOR WET DETENTION
BASINS. THE HYDROLOGIC ZONES OF
IMPORTANCE FOR A WET BASIN CONSIST OF
THE UPLAND AND THE TEN FOOT MADE
VEGETATED SHELF THAT IS CENTERED ON THE
PERMANENT POOL ELEVATION. THE UPLAND
IS THE AREA ABOVE THE VEGETATED SHELF
THAT IS INTENDED TO RECEIVE LITTLE OR NO
INUNDATION. THE VEGETATED SHELF IS
BROKEN INTO TWO DISTINCT REGIONS: 1)
THE CONSTANTLY INUNDATED SHALLOW WATER
ZONE (0" TO 6" BELOW NORMAL POOL), AND
2) THE SHALLOW LAND OR TEMPORARILY
INUNDATED ZONE (0"TO 6" ABOVE NORMAL
POOL).
SOIL PREPARATION
1.THE CONTRACTOR SHALL OVER —EXCAVATE
THE UPLAND AREA BY 6" AND THE
VEGETATED SHELF AREA BY 12".
2.THE UPLAND AREA SHALL BE BROUGHT TO
GRADE BY PLACEMENT OF 6" TOPSOIL
AMENDED PER THE SEEDING AND MULCHING
SPECIFICATIONS PROVIDED. WHEN PLACING
FERTILIZER, CARE SHALL BE USED TO LIMIT
PLACEMENT TO THE UPLAND AREA. SOD
SHALL BE INSTALLED ON THE UPLAND
SLOPE.
3. THE VEGETATED SHELF SHALL BE
BROUGHT TO GRADE BY PLACEMENT OF 12"
AMENDED SOIL. SOIL SHALL BE AMENDED
AND TESTED TO VERIFY THAT SOIL PH IS
BETWEEN 5.5 AND 6.5 NTH A MINIMUM OF
5-10% ORGANIC MATTER. SOIL PH CAN BE
INCREASED BY ADDING LIME OR DECREASED
BY ADDING IRON SULFITE. COMPOST CAN
BE ADDED TO INCREASE ORGANIC MATTER.
USE OF PEAT MOSS IS NOT RECOMMENDED.
TESTING CAN USUALLY BE PERFORMED
THROUGH THE LOCAL COOPERATIVE
EXTENSION OFFICE.
43MMEDIATELY UPON COMPLETION OF
GRADING ACTIVITIES, INSTALL EXCELSIOR
EROSION CONTROL MATTING AND
PLANTINGS. IF SITE IS NOT COMPLETELY
STABILIZED, INSTAL- SILT FENCE AROUND
UPLAND PERIMETER AS NECESSARY TO
PROTECT THE POND FROM RUNOFF FROM
UNSTABILIZED AREAS.
PLANT INSTALLATION
1.PLANTS SHALL BE n3TALLED WITHIN 14
DAYS OF COMPLETIO; OF GRADING
ACTIVITIES WHEN 1 =.!J TING DATES
CORRESPOND. Fi. i _ST RESULTS,
SHALLOW WATER P t 'iINGS SHOULD BE
INSTALLED BETWEEr.. APRIL 1ST AND JULY
15TH. AT NO TIME SHOULD SHALLOW
WATER PLANTS BE INSTALLED BETWEEN
OCTOBER 1ST AND MARCH 1ST. A PARTIAL
CERTIFICATION CAN BE FILED WITH NCDENR
NATHOUT INSTALLATION OF THE SHALLOW
WATER PLANTS TO INSURE THAT THEY ARE
PLANTED AT THE PROPER TIMES. SEE
ACCEPTABLE RECOMMENDED SPECIES LIST
BELOW. THE OPTIMAL DATES FOR
INSTALLATION OF SHALLOW LAND
PLANTINGS IS BETWEEN APRIL 1ST AND
AUGUST 31ST; HOWEVER, SHALLOW LAND
PLANTINGS CAN BE INSTALLED THROUGHOUT
THE YEAR. SEE ACCEPTABLE
RECOMMENDED SPECIES LIST BELOW.
2.PLANTS SHALL BE INSTALLED IN
ACCORDANCE WITH THE PERENNIAL
PLANTING DETAIL, PLANT SCHEDULE AND
TYPICAL PLANTING LAYOUT PROVIDED. IF
THE SPECIES SPECIFICALLY CALLED FOR IN
THE PLANT SCHEDULE ARE NOT AVAILABLE,
THE FOLLOWNG ARE ACCEPTABLE
RECOMMENDED SPECIES.
FOR PERMANENT SHALLOW LAND ZONES
(0"-6" ABOVE NORMAL POOL) THE
FOLLOWING MAY BE USED AS
SUBSTITUTIONS:
• CAREX ALBOLUTESCENS, CRINITA,
LUPULINA, LURIDA, AND TRIBULOIDES
• CHELONE GLABRA (WHITE
TURTLEHEAD)
• ASCLEPIAS INCARNATA [ICE BALLET --
(ICE BALLET SWAMP MILKWEED)
• EUPATORIUM FISTULOSUM (JOE PYE
WEED)
• HELIANTHUS ANGUSTIFOLIUS (SWAMP
SUNFLOWER)
• HIBISCUS COCCINEUS AND
MOSCHEUTUS (ROSE MALLOWS)
• JUNCUS EFFUSUS AND CORIACEOUS
(RUCHES)
• KOSTELETSKYA VIRGINICA (SEASHORE
MALLOW)
• LOBELIA ELONGATA (CARDINAL
FLOWERS)
• SCIRPUS CYERINUS (WOOLGRASS)
• PYCNANTHEMUM TENUIFOLIUM
(NARROWLEAVED MOUNTAINMINT)
• RHYNCHOSPORA COLORATA AND
ALLIES (WHITE —TOP SEDGE)
• VERONIA NOVEBORACENSIS (COMMON
IRONWEED)
"" (') • "
1•
NN
" VEGETATED 2.5'
SHELF (10:1)
..
NORMAL POOL
ELEVATION
3:1
CONTOURS
® 3:1
STORM WATER CONTROL BASIN
TYPICAL PLANTING LAYOUT
NTS
WET DETENTION BASIN PLANTING DETAIL
FOR PERMANENT SHALLOW WATER ZONE
(0"-6" BELOW NORMAL POOL) THE
FOLLOWING MAY BE USED AS
SUBSTITUTIONS:
• CLADIUM JAMAICENSE (SAWGRASS)
• ECHINODORUS SUBCORDATUM
(CREEPING BURHEAD)
• PELTANDRA VIRGINICA (ARROW ARUM)
• SAGITTARIA IANCIFOLIA (BULLTONGUE)
• SAGITTARIA LATIFOLIA (DUCK POTATO)
• SCHOENPLECTUS TABERNAEMONTANI
(SOFTSTEM BULRUSH)
• SCIRPUS AMERICANUS AND ALLIES
(THREE —SQUARE)
• ZIZANIOPSIS MILIACEA (WATER MILLET)
3.APPLY A SLOW RELEASE FERTILIZER TO
EACH PLANT AS IT IS INSTALLED. DO NOT
BROADCAST FERTILIZERS OR FERTILIZE
AFTER INSTALLATION IN THE AREA OF THE
VEGETATED SHELF. SLOW RELEASE
FERTILIZERS SHOULD FEED PLANTINGS FOR
A MINIMUM OF 8-9 MONTHS, 12-14
MONTHS IS PREFERRED. A 17-5-11
FORMULA IS RECOMMENDED, BUT CAN
VARY. PHOSPHORUS CONTENT SHALL BE
LESS THAN 10%
OWNER MAINTENANCE
1.THE PROPERTY OWNER SHALL INSURE THAT
THE WET DETENTION BASIN IS MAINTAINED
ACCORDING TO THE OPERATION AND
MAINTENANCE AGREEMENT FILED WITH
NCDENR. TO INSURE THE SURVIVABILITY OF
THE WETLAND VEGETATION, SPECIAL
ATTENTION SHOULD BE PAID TO THE
OUTFLOW STRUCTURE AND DRAWDOWN
ORIFICE. CLOGGING OF THESE DEVICES WILL
CAUSE WATER SURFACE ELEVATIONS TO BE
ELEVATED FOR EXTENDED PERIODS OF TIME
CAUSING INUNDATION LEVELS THAT ARE
UNACCEPTABLE FOR THE SPECIFIED PLANTS.
2.WEEDING SHALL TAKE PLACE "THIN THE
FIRST TWO YEARS TO ASSURE THE BASIN
ISN'T OVERRUN BY SUCH UNDESIRABLE
VEGETATION AS CATTAILS.
3.FOR TWO YEARS AFTER PLANTING, DURING
THE OPTIMAL PLANTING SEASON OF APRIL
1ST AND JULY 15TH, ANY PLANT THAT DID
NOT SURVIVE THE PREVIOUS WINTER SHALL
BE REPLACED.
REPEAT AROUND BASIN PERIMETER
WITH 10' BREAKS AT BULKHEADS
AND BASIN ACCESS POINTS
UPLAND ZONE
SHALLOW LAND ZONE (0"-6"
ABOVE NORMAL POOL)
SHALLOW WATER ZONE (0"-6"
BELOW NORMAL POOL)
DEEP POOL ZONE
HYMAN
ROBEY N
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
License C-0598
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TWIFORD
FUNERAL
HOME
Poplar Branch
Township
Currituck County
North Carolina
NOTIFY
NC ONAE CALL
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
KEY PLAN:
Project #:
100255
Drawing #:
100255-SITE
Drawn:
DAA
Checked:
KDH
Approved:
SCR
Date:
11 /22/11
Sheet #:
8 OF 8
Scale:
NTS
REVISIONS:
NUM. DATE DESCRIPTION
1 02/21/11 Added Sheet
SHEET TITLE:
DETAILS
SHEET NUMBER:
8
7 T 7 7 o I Ir t