SW7130504_APPROVED PLANS_20130628

TYPE
I o CURRENT
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
m'.oPwo�Eo.�nxs
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC
oo�DATE
ur�eCA�p�EE�<.�..�o
YYYYMMDD
J

i _f. 11 . I
7.0
F
�.J
VICINITY MAP
NTS
SITE DATA
1, DEVELOPER: EASTERN PRIDE, INC.
BARNES BOYKIN, SECRETARY
2405 W, NASH STREET, SUITE F
OLSON, NC 27893
252-230-0632
2 SITE INFORMATION: PIN # 891307670525 (PORTION OF?
D.B. 220. PG, 343
CITY MAP,/LOT:49-E (PORTION OF)
SITE AREA: 58.959 SF = 1.35 AC
ZONING: GB - GENERAL BUSINESS
ADDRESS: 709 W. EHRNGHAUS ST.
(US HWY 17 BOS)
3, MINIMUM BUILDING SETBACKS: STREET = 20' (EHRI.NGHAUS ST.)
SIDE - 20' (WESTOvIER ST.)
REAR - 15'
N/F
BOYS AND GIRLS CLUB OF ELIZABETH CITY
D.B. 220, PC, 343
EXISTING PAVEMENT PIN: 891307670525
ZONED: R-6
EXISTING CONCRETE CURRENT USE: BALL FIELDS
FUTURE USE: UNKNOWN
BUILDING SETBACK
BUFFER YARD SETBACK
RIGHT OF WAY LINE
UTILITY EASEMENT
INGRESS/EGRESS EASEMENT
FLOODZONE
EXISTING WATERLINE
EXISTING STORM CULVERT
EXISTING SEWER LINE
EXISTING OVERHEAD TELEPHONE
EXISTING UNDERGROUND ELECTRIC
EXISTING FENCE
EXISTING CONTOUR
EXISTING TOP OF BANK
EXISTING DITCH
TEMPORARY BENCHMARK
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING SEWER MANHOLE
EXISTING UTILITY POLE
EXISTING CURB INLET
EXISTING DROP INLET
EXISTING STORMWATER FLOW DIRECTION
R/W MONUMENT
EXISTING IRON REBAR
CALCULATED POINT
EXISTING SIGN
EXISTING 4" X 4" POST
EXISTING UGHTPOLE AND
CONCRETE BASE
pvv yyvvv
t�
\ \\
\
,
\°
N/F
I�
v� DARRELL L ROGERS TRUST
y�
.i I
.\'•- D.B. 1144, PG. 261
\W
j
___
\\� PIN: OUT OF 891307670525
30 X2t
i ZONED: GB
k
INGRESS/EGRESS -\
\\ CURRENT USE: BOYS & GIRLS CLUB-
r
& UTILITY
_
FUTURE USE: SONIC DRIVE—IN RESTAURANT
-
j EASEMENT
\
\\
D.B N/A, PC. NA
PIN: 89131167541 50
•\�
\\\
���
PIN: 89130?6'n 760
ZONED: Ge
\
\\ n
vv, IN.
ZONED: GB
USE: NATIONAL GUARD ARMORY
rn
___._ - ----
>\L— --
USE RETAC�
vv
---
?
¢
\
bJL LITiON`_; PROIA THE GROUND, UP
Hyman & Robey, PC
150 US H',vy 158 E.
PO Box 333
Carliden, NC 27021
[phone]
!252; 338-5552 fax
w-evvi hynianrobey.com
bcense C-0598
SITE PLAN
N0.^-
Dc: M /ag r
• 20 /
Smrmwa?erPerntit(11�
ELIZABETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
Knowwnaft below.
Call bef n you dig.
Project #:
130042
Drawing #:
13M42-�TEPLA:r g
Drawn:
JLE
Checked:
KDH
Approved:
SCR
Date:
5t3F2013
Sheet #:
01111
Scale:
1:20
REVISIONS:
NUM, DATE DESCRIPTION
1 5r2112013 DRAFTING RF,V)&ON9
SHEET TITLE:
EXISTING
CONDITIONS
SHEET NUMBER:

I
VICINITY MAP
NTS
LEGEND
LN
:s
SITE DATA
1, DEVELOPER: EASTERN PRIDE, INC.
BARNES BOYKIN, SECRETARY
2405 W. NASH STREET, SUITE F
WILSON. NC 27893
252-230-0632
2. SITE INFORMATION: PIN K 891307670525 (PORTION OF)
Q.B. 220, PG, 343
CITY MAPfLOT:49-E (PORTION CF)
SITE AREA: 58,959 SF = 1.35 AC.
ZONING: GS -- GENERAL BUSINESS
ADDRESS: 709 W. EHRINGHAUS ST.
(US HWY 17 BUS
.3. MINIMUM BUILDING SETBACKS: STREET = 20' (EHRINGHAUS ST.)
SIDE = 20' (WESTOVER ST..)
REAR = 15'
NjF
BOYS AND GIRLS CLUB OF ELIZABET:H CITY
D.B. 220, PG. 343
EXISTING PAVEMENT
PIN 891307670525
�- -N
ZONED: R-6
��
CURRENT USE: BALL FIELDS
EXISTING CONCRETE
FUTURE USE:UNKNOWN
i
N/`
i
•�� DARRELL L. ROGERS TRUST x��
�
$$$
ivy D.B. 1144, PG. 26t arc ix�
BUILDING SETBACK
/
-- PIN: OUT OF 891307670525
3fl'x21
ZONED: GB
BUFFER YARD SETBACK
!
€ f DRESS,..
NC
SU EG
` r. \\ BOYS & GIRLS
ENTUSE: USE:SONIC
& UTILITY
FUTURE USE: SON C DRIVE N RESTAUR
F TUBE RESTAURANT
RIGHT OF WAY LINE
v,
EASEMENT-_
t�
UTILITY EASEMENT
-
\\\\\\\\\ ii vI�
INGRESS/EGP.ESS EASEMENT
—3F—aMENT:
i
FL000zaNE
_..._
EXISTING WATERLINE
3b— X5 5'INGRESS%EGRESS EASEXISTING
STORM CULVERT±92
LF OF SIDEWALK ANDEXISTING
_. _.... _._ =`- -- - _._.._. -- --- "� VED FOR
CUR�RiVEWAY(BYTO BE OOTHEfiS),
SEWER LINE..
NEW
NT 59' 3"'Vk
EXISTING OVERHEAD TELEPHONE
d
355.48'
EXISTING UNDERGROUND ELECTRIC
E
"
EXISTING -35 MPH SPEED
r
LIMIT" SIGN TO BE REMOVED
3
EXISTING FENCE
� �'
:. -
EXISTING 4'X4" POST AND RELOCATED BY OTHERS
d �
TO BE REMOVED '
r
EXISTING CONTOUR
T
,
EXISTING TOP OF BANK
EXISTING DITCH
Y
ALL FENCE AND POSTS THE LIMITS---r�r--'--'
,..
i 4F DISTURBANCE TO BE REMOVED ,m
TEMPORARY BENCHMARK'
EXISTING FIRE HYDRANT
i ,- ALL UNDERGROUND ELECTRIC WIRE Z
AND CONDUIT TO BE REMOVED
EXISTING WATER VALUE
�
EXISTING SEINER MANHOLE
:_
"
r
EXISTING UTILITY POLE
.Q
_,} :, I
TO BE REMOVED
w
EXISTING CURB INLET
Dr
Is
EXISTING DROP INLET
M ,
V
W i
EXISTING STflRMWATER FLOW DIRECTION
I i
F .€
t t
i
*`SAW CUT AND REMOVE
EXISTING PAVEMENT AS
NECESSARY. REPAIR
AREA PER PAVEMENT
REPAIR DETAIL
I
I I
E
i
P,•
co
I
r
i
N/F cc:v, �
\
N;F <>` MALLETT P, EVANS .`>� �
STATE OF NORTH CAROL -NA 'Q , v f 7 D 1
�. D.B. 474, PG. 587 vv i 1
PIN: 891307672760
D_B. NfA, PG. NfA v
PIN: 89?311675450 �.�. ZONED: GB .:.. r ,I _
ZONED: GB � v>" USE: RETAIL
USE: NATIONAL GUARD ARMORY—
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
I inch = 20 It,
Q0I­I­I1FW_',NS FROM, THE 'GROUND UP
}'Iymaa'm & Rf1bey. PC
"1 150 US Hwy 158 E.
PO BOX 339
Camden, NC 27921
f252I'38-291
€2523 333-5552fax
vvw v.hylnanrabey-coin
License C-0505
18550
C.
SITE PLAN
Im
#100
RELOCATION
ELIZABETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
Know whars below.
Call be%e yuu dig.
Project * 130042
Drawing * i?rxax-ODTeo a
Drawn: JLE
h C ecked: KDH
Approved SCR
Date: 513,12013
Sheet* 02/11
Scale: 1:20
REVISIONS:
NUM. DATE DESCRIPTION
I E.21r2013 DRAFTING RE9SION5
SHEET TITLE:
DEMOLITION PLAN
SHEET NUMBER:
C 1 01
"t

VICINITY MAP
NTS
SITE DATA:
1, DEVELOPER: EASTERN PRIDE, INC.
BARNES BOYK€N, SECRETARY
2405 W. NASH STREET, SUITE F
WILSON, NO 27893
252-230-0632
1 SITE INFORMATION: PIN A 891307670525 (PORTION OF"
D.B. 220, PG. 343
CITY MAP/LOT:49-E (PORTION OF)
SITE AREA: 58,959 SF = 1.35 AC.
ZONING: GB - GENERAL BUSINESS
ADDRESS: 709 W. EHRINGHAUS ST,
(US HWY 17 BUS"
3. MINIMUM BUILDING SETBACKS: STREET = 20' (EHRINGHAUS ST.)
SIDE = 20' (WESTOVER ST%
REAP. = 15'
4, PARKING REQUIREMENTS:
BUILDING AREA = 9,100 SF
STORAGE AREA = 750 SF
GROSS RETAIL AREA - 8,350 SF
REQUIRED PARKING 0 1/200 SF GROSS FLOOR AREA = 42
REGULAR SPACES PROVIDED =42
ADA SPACES 0 1 PER 25 REGULAR SPACES = 2
TOTAL PARKING SPACES PROVIDED = 44
5. SITE IS LOCATED IN FLOOD HAZARD ZONE "AE(5.2)", SHADED "X" AND
"X" AS SHOWN ON F.I.R.M. PANEL 3720891300J, DATED OCTOBER 5,
2004.
6. THIS IS NOT A BOUNDARY SURVEY, BOUNDARY LIMITS SHOWN TAKEN
FROM PLAT ENTITLED "PLAT OF CORRECTION FOR BOYS AND GIRLS
CLUB OF ELIZABETH CITY, NC", PREPARED BY BOWMAN CONSULTING
GROUP, LTD., PAUL J, TOTI, PLS: DATED APRIL 18, 22013
7, THERE ARE NO WETLANDS WITHIN THE PROJECT LIMITS.
t r
-
EXISTING PAVEMENT N/F
BOYS AND GIRLS CLUB OF ELIZABETH CITY
D B. 220, PG, 343
T\\�".- e r^.�,,, ,.
-
PROPOSED PAVEMENT PIN 891307670525
ZONED: R-6
. - ". .'
CURRENT USE: BALL FIELDS
EXISTING CONCRETE
FUTURE USE:UNKNOWN
PROPOSED CONCRETE
6UILDING SETBACK
- - - - - - - - - - - - -
BUFFER YARD SETBACK
— — --
RIGHT OF WAY LINE
UTILITY EASEMENT
--"-'-
INGRESS/EGRESS EASEMENT
FLOODZONE
- - 1,-------- W- —
EXISTING WATERLINE
.........
- --- -- --
EXISTING STORM CULVERT
- ---""'--'
EXISTING SEWER LINE
-:-i - -----
EXISTING OVERHEAD TELEPHONE
-J E -'- "-----
EXISTING UNDERGROUND ELECTRIC
EXISTING FENCE
--- -------
- -- -- --"'
EXISTING TOP OF BANK
._.. __........_ _.._ „�_. _
PROPOSED TOP OF BANK
- --- --- ----
EXISTING DITCH
TEMPORARY BENCHMARK
EXISTING FIRE HYDRANT
'kV
�Q
EXISTING WATER VALVE
s;
EXISTING SEWER MANHOLE
EXISTING UTILITY POLE
EXISTING CURB INLET
EXISTING DROP INLET
PROPOSED DROP INLET
�y <
`
®
PROPOSED DOWN SPOUT
a
z
`<"---
EXISTING STORMWATER FLOW DIRECTION
0
R/A' MONUMENT
©
EXISTING IRON REBAR
CALCULATED POINT
-::-
EXISTING SIGN
EXISTING 4" X 4" POST
a.
EXISTING LIGHTPOLE AND
CONCRETE BASE
FLOODZOX
a
PROPOSED WATER METER k"
fIOODZONE
i
ah'ADED X^ ---_ ✓
-
LEGEND
LANDSCAPING
t i\ PROPOSED LACEBARK ELM (15)
. - (Utmvs gmrtijbdia)
PROPOSED MALE GINKGO {12)
`t 'ryn�y (Ginkgo 69oba)
ALL CANOPY TREES TO BE A
MINIMUM OF 10% OF THEIR MATURE
HEIGHT AT THE TIME OF PLANTING
sd PROPOSED CAMELLIA (3)
A: (Camellia =snnyva)
c PROPOSED BURGUNDY LOROPETALUM (89)
(Loropeiatum rhiniInse)
PROPOSED FRANCIS MASON (78)
(Abelta Gen.ndi,Rom)
ALL SHRUBS TO BE A MINIMUM OF 12"
TO 18" TALL / 3 GALLON SIZE AT THE
TIME OF PLANTING
NOTE: ALL LANDSCAPED AREAS
TO BE COVERED WITH 4" HARDWOOD
MULCH. ALL OTHER UNIMPROVED AREAS
TO BE SEEDED PER SEEDING AND MULCHING
SPECIFICATIONS ON SHEET S.
z
f�
l
8. SITE COVERAGE CALCULATIONS
BUILDING : 9,100 SF
CONCRETE: 3,198 SF
LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS
ASPHTOTAL F 24778 S F,
SHALL BE MULCHED AND REMAINING AREAS SHALL BE
TOTAL COVERAGE; 37,668 SF
GRASS GROUND COVER ALL OTHER OPEN AREAS SHALL
BE SEEDED OR SOD AND STABILIZED PER THE SEEDING SCHEDULE.
9. �Ny^pPfNC• REOLIIRFM NT FQP PARK_ N^ AREA
LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS
$TREE751DE BUFFER'
PLAN. CHANGES MUST BE APPROVED BY THE CITY OF
REO'D BUFFER = 1 CANOPY TREE PER 50 LINEAR FEET OF
ELIZABETH CITY DEPARTMENT OF PLANNING & COMMUNITY
STREET FRONTAGE
DEVELOPMENT PRIOR TQ INSTALLATION,
SHRUBS PLANTED 4' ON CENTER
REQUIRED LANDSCAPING SHALL NOT BE PLANTED IN THE
NCDOT RIGHT—OF—WAY.
STREET FRO?d TAGE = 539 L.*` — 60' OF DRIVEWAY OR A73 Lf
479/50 == 10 CANOPY TREES
10.
ALL SIGNS SHALL REQUIRE A SIGN PERMIT_
479/4 = 120 SHRUBS
11.
ALL UTILITY CONNECTIONS SHALL CONFORM TO THE CITY OF ELIZABETH
CITY STANDARDS AND SHALL BE COORDINATED WITH THE CITY OE
VEHICULAR SQFfACE AREA:
ELIZABETH CITY PUBLIC WORKS DEPARTMENT. EXISTING UTILITY
TOTAL 'VEHICULAR SURFACE AREA. = 24.770 SF
CONNECTIONS SHALL BE UTILIZED.
REO'D SHADING = i CANOPY TREE EVERY 2000 SF
12,
CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION
SHRUB EVERY 5O0 Sr
CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR
STORM EVENT. FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD
24,770/2000 = 12 CANOPY TREES REO'D
WORKING ORDER MAY RESULT IN THE ISSUANCE OF A STOP WORK
24,770/500 = 50 SHRUBS REO'D
ORDER.
LANDSCAPE ISLAND& IISLAND AND CANOPY TREE PER
13.
ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED SITE/MINE,
EVERY 'O PARKING SPACES
ANY MATER: AL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A
SINGLE. APPROVED LOCATION.
44 SPACES/ 10 = 5 ISLANDS REO'D
14,
DISTURBED AREA WILL NOT EXCEED 2 ACRES_
TOTAL TREES REQUIRED = 27
TOTAL TREES PROVIDED — 27
TOTAL SHRUBS REQUIRED = 170
TOTAL SHRUBS PROVIDED = 170
I
\\
`
IE
:w C
vv
DARRELL L. ROGERS TRUST
\\�
D,B, 1144, PG. 261
1
30'X21ti'
F T O PI
N: I: UO891307570525
ZONED: GB
vv
:NGRESSi'rGRES;
`-
\o
CURRENT
ate`.
USE: BOYS & GIRLS CLUB
ilITY
& tiTFASEMEN7
-
'`
FUTURE
USE: SONIC DRIVE-IN RESTAURANT
v
"
Flo
i
0 �'
t
0
\:
iNGRESS/EGRESS EASEMENT
...
F:
N7' 59 37"W
i
395 48'
-3--5✓
? PAC -� —+I
10 a.ra
9100 SF BUILDING
FANCILY DOLLAR STORE
FFE = 8.00
,3,.
BUILDING SIGN ITEM "C"
3Z5 LINEAR CLOUD
WI/ 4' MEDALLION
P, YARD
ENTRY
DOOR
a
r kix`Y
t
7
F •
M
m
in
o
I
7
N A
f
z
�E
x
4J 4
-
(:
t'
{{^\
i
IT
6,it
r
r
d;fit
,
F
S
h
rw
v
-'.(
..
e..
iIj
a '„ i�t..
-X
g
Y `*�" TM' "'
h
._i_,_—i-: •\ ..____ C. G )'., :. C. ...'::
-.-:_.._ 1:...,r: :Tc` n ___-.f-^.*-^n-xe'�.....--._-. ., •. t C. ,: ': . f J .,
i SSf
i .ry
^.•" \
is ., ...,
.. \ >\rx . Rid
.. ..
X. Y,X . N VX .
\`
�'L.Xo'a
�'
�.0
4 WALK/71'
,�-+.
:. ..,., �_...
.... .. :. \.::
L=89.22' R:. ., __ ,,,�
N :'!:'"
C.,^..:
:.
292.79 ,=:..,,. 4=- CONCRETE SIDEWALK
—
ya. _.,_.. ,_.......,- ,..
.._.__,.,,,,. X>:59_r__E - �.
_...... .......... ...
____.
--__ ­.-_
: D T
I
E.
i
FLOODZDNE "SHADED
-•
..._=7
X"
--
"
-N81' 58' 27"
30.12' :.
-_--
F' OCbZONE "AE(5.2)"XzTITIAIG
DI
i
y:
'
[T TBM -
yM
ELEV
PK NAIL IN INTX
/P yy I pp
&52
;•'
'
WESTOVER
OVER
ST, ,(60 R/W)
; I
;IC , N
fW%
=
(NAVID LTV}
»,J��Y
1 'r V •<.§ :
1
t
E
i Imo', 4
"FIT [ _ 1.12
--
F—
i
a.
LLJ
N%F
`-,`
HALLETT P„ EVANS
STATE OF NORTH CAROLINA
- <
\\•
D.B. 474, PG 587
_
•,
D.B. 5' P& N/A
PIN: $91311675450
ZONED:
I
-
Lu
.�
v`-
\\:
PIN: 891307612760
ZONED: GB
.\\
�•v.
h� 1
r `
, :;
A
GB
USE: NATIONAL GUARD ARMORY
.___
\\
____ .� �--
_ -. _ __-
USE: RETAIL
I
e�
20 0
i
3
E I
ii
x�
i
1
zl I
I'
1
t� \
i
i
E
3 I f
I I
t:
t
I
4
I
I i
t ,
3
T \
\\
\
( IN FEET )
i inch = 24 ft,
Sa:`FLUTION ; FRONI9 THE GROUND UP
Hyman & € obey, ITC
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
;252" 338-2913
(252) 338-55 52 fax
www.hymanrobey.corn
License C-0598
9
18550
SfihG1NEF�4y
nnnoµt``� `fit
i
SITE PLAN
FOR
FAMILY
DOLLAR
STORE
RELOCATION
i
i
is
l
1
1'
ELIZ
ABETH
ETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
Know whaft below.
Call bef ft Wu du.
Project #: 130042
Drawing #:
Drawn: JLE
Checked: KDH
Approved: SCR
Date: 513/2013
Sheet #: 03111
Scale: 1:20
REVISIONS:
NUM. DATE DESCRIPTION
7 5.1Z112013 DRAFTING REVISIONS
UPDATED SITE DATA
SHEET TITLE:
SITE PLAN
SHEET NUMBER:

VICINITY MAP
NTS
SITE DATA:
8. SITE COVERAGE CALCULATIONS:
1.
DEVELOPER: EASTERN PRIDE, INC.
BARNES BOYKIN. SECRETARY
BUILDING 9,1Do SF
LANCSCAPED AREAS IMMEDIATELY ,ADJACENT TO SHRUBS
2405 W. NASH STREET, SUITE F
CONCRETE: 3,198 SF
SHAG BE MULCHED AND REMAINING AREAS SHAD. BE
WILSON, NO 27893
ASPHALT: 24?=sc..aE
GRASS GROUND COVER. AL. OTHER OPEN AREAS SHALL
252-230-0632
TOTAL COVERAGE; 37,068 SF
BE SEEDED OR SOD AND STABILIZED PER THE SEEDING SCHEDULE,
2.
SITE INFORMATION: P!N k 89130767-3525 (PORTION OF)
9. LAND5 A .N RF^•�IIR MENTS FOR PARKING AREAS:
LANi SCAPiNG MUST BE INSTALLED AS SHOWN ON T41S
D.B. 220. PG. 343
PLAN. CHANGES MUST BE AP43,ED BY THE CITY OF
CITY MAP; LOT:49-E (PORTION OF?
STREETSIDE BUFFER
ELIZABETH CITY DEPARTMENT OF PLANNING & COMMUNITY
SITE AREA: 58,959 SF = 1.35 AC.
REDID BUFFER = . CANOPY TREE PER 50 UNEAR FEET OF
DEVELOPMENT PRIOR TO INSTALLATION_
ZONING: GB - GENERAL BUSINESS
STREET FRONTAGE
ADDRESS: 709 W. EHRINGHAUS ST:.
SHRUBS PLANTED 4' ON (.ENTER
REQUIRED LANDSCAPING SHALT. NOT BE PLANTED IN THE
(US HWY 17 BUS;
NCDOT RIGHT -OP -WAY.
STREET FRONTAGE = 539 L - 60' OF DRIVEWAY OR 479 LF
3.
MINIMUM BUILDING SETBACKS: STREET = 20' (EHR!NGHAUS ST.)
479''5O = 10 CANOPY TREES
r E
10, ALL SIGNS .HALL REWIRE A. SIGN PERMIT.
SIDE = 20''WESTOVER ST.)
479/4 = 120 SHRUBS
11. ALL. UTILITY CONNECTIONS SHALL CONFORM TO THE CITY OF ELIZABE TH
REAR = 15
'CITY STANDARDS AND SHALL BE COORDINATED WITH THE CITY OF
ELIZ.ABETH. CITY PUBLIC WORKS DEPARTMENT. EXISTING UTILITY
VEHICULAR SURFACE AREA
CONNECTIONS SHALL BE UTILIZED.
4.
PARKING REQUIREMENTS:
TOTAL VEHICULAR SURFACE AREA = 24,770 SF
BUILDING AREA = 9,100 SF
12. CONTRACTOR SHALL. INSPECT AND MAINTAIN AS NEEDED ALL EROSION
STORAGE AREA = 750 SF
REGO SHADING - i CANOPY TREE EVERY 2000 SF
CONTROL ES ON A WEEKLY BASIS AND AFTER EACH MAJOR
GROSS RETAIL AREA 8,350 SF
I SHRUB EVERY 500 SF
ENT.
STORM NERD. FAILURE TO KEEP EROSION CONTROL DEVICES IN GO00
REQUIRED PARKING ® 1/200 SF GROSS FLOOR AREA = 42
ORDER MAY RESULT: IN THE ISSUANCE OF A STOP WORK
REGULAR SPACES PROVIDED =42
24,770f2000 = 12 CANOPY TREES REQ'D
ORDER
ADA SPACES 0 1 PER 25 REGULAR SPACES = 2
24,770j500 = 50 SHRUBS REOO
TOTAL PARKING SPACES PROVIDED = 44
13, ANY FIJL BROUGHT ON SITE SHALL EE: FROM AN APPROVED SITE/MINE,
5,
SITE IS LOCATED IN FLOOD HAZARD ZONE "AE(52j-, SHADED "X AND
LANDSCAPE ISLANDS: 1. ISLAND AND i CANOPY TREE PER
EVERY 10 PARKING SPACES
ANY M.ATF.RIAL. REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A
r
"X" AS SHOWN ON F.I.R.M. PANEL 3720891300J, DATED OCTOBER 5,
SINGLE APPROVED LOCATION.
2004.
44 SPACES/ 10 = 5 ISLANDS RE-O D
14. DISTURBED -REA 411.1 NOT EXCEED 2 ACRES,
5,
THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS SHOWN TAKEN
TOTAL TREES REQUIRED = 2.
SA-UTli7N:S F'ROI%1 THE E:SRO JNP UP
Hyman & Robey, PC
150 US Hwy 158 E,
PO Box 339
Camden, NC 27921
(252 ) 338-2913
1_M) 338-5552 fax
wIAr v.hyr, amobey.com
License C-0598
:vINc7 y
q� C. R�
"'11111111o0"J
SITE PLAN
FAMILY
DOLLAR
STORE.
RELOCATION
' �ix0,
116
ELIZABETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
If pl, pl,
Project #:
130042
Drawing #:
Drawn:
JLE
Checked:
KDH
Approved:
SCR
Date.
5l312013
Sheet #:
04/11
Scale:
1:20
REVISIONS:
NUM. DATE DESCRIPTION
5,121i2013 DRAFTING REVISIONS
UPDATED SITE DATA
SHEET TITLE:
GRADING, DRAINAGE
AND E&S PLAN
o SHEET NUMBER:
C300
( IN FEET )
1 inch = 20 ft.

VICINITY MAP
NTS
LN
r
0
SITE DA'.A:
1. DEVELOPER: EASTERN PRIDE, INC.
BARNES BOYKIN, SECRETARY
2405 W. NASH STREET, SUITE F
WILSON. NC 27893
252-230-0632
2. SITE INFORMATION: PIN N 891307670525 /PORTION OF)
D.B. 220, PG. 343
CITY MAP/LOT:49-E (PORTION OF)
SITE AREA: 58,959 SF = 1,35 AC.
ZONING: GS - GENERAL BUSINESS
ADDRESS: 709 W. EHRINGHAUS ST.
;US HWY 17 BUS)
3. MINIMUM BUILDING SETBACKS: STREET = 20' ;EHRINGHAUS ST.1
SIDE = 20' 'WESTOVER ST.)
REAR = 15'
4. PARKING REQUIREMENTS
BUILDING AREA = 9.100 SF
STORAGE AREA = 750 SF
GROSS RETAIL AREA = 8,350 SF
REQUIRED PARKING 0 1/200 SF GROSS FLOOR AREA = 42
REGULAR SPACES PROVIDED =42
ADA SPACES 0 1 PER 25 REGULAR SPACES = 2
TOTAL PARKING SPACES PROVIDED = 44
5, SITE IS LOCATED IN FLOOD HAZARD ZONE "AE(5.2)", SHADED "X" AND
"X" AS SHOWN ON F.I.R.M. PANEL 3720891300J, DATED OCTOBER 5,
2004.
6, THIS IS NOT A BOUNDARY SURVEY, BOUNDARY LIMITS SHOWN TAKEN
FROM PLAT ENTITLED "PLAT OF CORRECTION FOR BOYS AND GIRLS
CLUB OF ELIZABETH CITY, NC", PREPARED BY BOWMAN CONSULTING
GROUP, LTD., PAUL J. TOTI. PLS; DATED APRIL 18. 2013
7. THERE ARE NO WETLANDS WITMN THE PROJECT LIMITS.
& SITE COVERAGE CALCULATIONS
BUILDING : 9,100 SF
CONCRETE: 3,198 SF
ASPHALT, 24.77G SF
TOTAL COVERAGE; 37,068 SF
9. LANDSCAPING REO;JIREMENTS FOR PARKIN AR AS:
Sla=S_1DE 1 FER;-
REO'D BUFFER = 1 CANOPY TREE PER 50 LINEAR FEET OF
STREET FRONTAGE
SHRUBS PLANTED 4' ON CENTER
STREET FRONTAGE = 539 LF - 60' OF DRIVEWAY OR 479 LF
479/50 = 10 CANOPY TREES
479/4 = 120 SHRUBS
VEHICULAR SURFACE AREA;
TOTAL VEHICULAR SURFACE AREA = 24,770 SF
REQ'D SHADING = 1 CANOPY TREE EVERY 2000 SF
i SHRUB EVERY 500 SF
24,770/2000 = 12 CANOPY TREES REO'D
24,770,/500 = 50 SHRUBS REO'D
LANDSCAPE ISLANDS: 1 ISLAND AND i CANOPY TREE PER
EVERY 10 PARKING SPACES
44 SPACES/ 10 = 5 ISLANDS REQ'D
TOTAL TREES REQUIRED 27
TOTAL TREES PROVIDED = 27
TOTAL SHRUBS REQUIRED = 170
TOTAL SHRUBS PROVIDED = 170
LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS
SHAL'� BE MULCHED AND REMAINING AREAS SHALL BE
GRASS GROUND COVER. AIL OTHER OPEN AREAS SHALL
BE SEEDED OR SOD AND DABIUZED PER THE SEEDING SCHEDULE,
LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS
PLAN. CHANGES MUST BE APPROVED BY THE CITY OF
ELIZABETH CITY DEPARTMENT OF PLANNING & COMMUNITY
DEVELOPMENT PRIOR TO INSTALLATION,
REQUIRED LANDSCAPING SHALL NOT BE PLANTED IN THE
NCDOT RIGHT-OF-WAY.
10, ALL SIGNS SHALL REQUIRE A SIGN PERMIT,
11, ALL UTILITY CONNECTIONS SHALL CONFORM TO THE CITY OF ELIZABETH
CITY STANCARDS AND SHALL BE COORDINATED WITH THE CITY OF
ELIZABETH CITY PUBLIC WORKS DEPARTMENT. EXISTING UTILITY
CONNECTIONS SHALL BE UTILIZED,
12, CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION
CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR
STORM EVERT FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD
WORKING OR MAY RESULT IN THE ISSUANCE OF A STOP WORK
ORDER
11 ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED SITE /MINE.
ANY MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A
SINGLE APPROVED LOCATION.
14, DISTURBED .AREA WILL NOT EXCEED 2 ACRES,
NOTE: ALL
COMPACTED
UTILITY
USING
TRENCHES
APPROVED
TO BE BACKFIL LED
OFF —SITE SELECT
AND
BORROW.
• s•
SOLUTIONS FRON1 THE GROUND UP
Nyman & Robey, PC
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
(252, 338-2913
(2521 338-55!>2 fax
,ww'w. hymanroaey.corn
License C-0598
18550
Hgpbttl
SITE PLAN
#100
RELOCATION
ELIZABETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
Know what's below.
Call before you dig.
Project #:
130042
Drawing #:
-I— S;T£PLAI;,x
Drawn:
JLE
Checked:
KDH
Approved:
SCR
Date:
5/3/2013
Sheet *
05111
Scale:
1:20
REVISIONS:
NUM, DATE DESCRIPTION
1 52112013 DRAFTING REVISIONS
UPDATED SITE DATA
SHEET TITLE:
WATER & SEWER
PLAN
SHEET NUMBER:
( IN FEET )
I inch = 20 ft.

4"
2" RAD.
a G
2" TYPE SF 9.5 A ASPHALT
18" oaOG0000000000000
0ocao0o0opo0a0000 6" ABC STONE BASE
6"
NTS
rne+..... c91`WALK
CONCRETE SIDEWALK DETAIL
2" TYPE SF 9.5A ASPHALT MIX
00 CC' OO CC Oa 00 00 0 GOCGO 0_10 .t
O O O a 0 0 O G 0,.,0 O o
a C 0 0 0 0 0 0 a 0 0 0 C
1 a
O O C 0 0O0 0 00 0 0 00a C coo 0 0 6" ABC STONE
, 0 0
o a C J O a a O flO O G
i0000Qa0000 COC OD Oa 0000 00 000
"fl Q C O O C a 0 a G 0 0 G L
�.Ra-.f]�A O,-n9O�.On0 0�???0r`00 0S20R0
12" OFFSITE SELECT BORROW
COMPACTED SUBGR.ADE
100% OF ASTM D698
ME I I 1H] I 1=1 I 1=1 I I=1 I I I 1=1 I El I 1=1 I l
I _iii11111(k Ikk—+ +
LIGHT DUTY ASPHALT PAVEMENT
NTS
4" THICK 10' WIDE 3000 PSI CONCRETE SOEWALK
-V � SLOPE 1f4" PER FOOT
4. "° 4" 's . ' ' - '— _ ,� 2" TYPE_ SF 9.5A ASPHALT
a 4
6" O C GO 0aO 000000C.OQJ.
\\�\\� a 6"O O 0 G OO p O OG p 000ID
\�; �\\/� '.Y��\��\��\\.. ° 0 90 _ o 0 0 o 0 o 0� 0 v o `_' S 6" ABC STONE BASE
COMPACTED EARTH
NTS
CONCRETE SIDEWALK DETAIL
NTS
Pf
PLANT'.
WO(
CR+GINAL GRAI
LEADER SHOULD NOT
TREE PLANTING DETAIL
'LY
,ED
HOSE
3LE OR
?ED WIRE
NTERVALS
YER
TAME TER
TH SAUCER
EXISTING ROAD SURFACE"— 2" TYPE SF 9-5 A ASPHALT
•;�,OOOOaa0000o�000oOGO00paO
O00 a000000
a G o 0 0 0 0 0 a o 0 0 0 0 0 0 0 0
00 e n a 0 a c o c o a o o c o o p
0
.. O 0- O O a 0 0 C U 0 0 G C 0 0 0 0
O o GC O O O O O O C o 0 0 O C O O ? 6" ABC STONE
Q a b O O G �? O O C O O O p O p^ O
O O O O O O O 0 a U Q O Q"
cS C 000O
C^O O C O G b O C 0 0 G0,0 O O�OaO �—
2' MAX. 12" MAX
SEE PLANS FOR GRADES
-
SUITABLE SOIL OR OFF -SITE SELECT BORROW
i I PIPE
�2" �. 12"
PAVEMENT REPAIR DETAIL
i
NTS
I
k
LINE OF BUILDING, PLANTED
AREA, FENCE, ETC.
I
�2' #5 RE -BAR 5"
,i—CRAMS ERED EDGES
.......I 2" TYPE SF 3.5A
ACCESSIBLE ROUTE CROSSES jj{
IF DIMENSION 'B" IS LESS THAN 48"
AND PEDESTRIANS MUST WALK ACROSS
ASPHALT
OVER CURB CUT AND SIDE e" THE CURB CUT, THEN SIDE FLARES
48" MIN, FLARES
� + SHALL HAVE A 1:12 MAXIMUM SLOPE
,I
S'
0 i
O
^aeOGGGG0GO
4
OaG0ou Co
oO�0c0o,r
o0cnQ ^.aa0a
OO
oaGO0C0C0 Oa
OCa 0 O00O
Do
Co"oOnOo O000O0000000000000
6" ABC STONE
+{
co
0OnOoO
'c0 0 0 o c o a o
c
.000c
0 a a a eo Goaooao QO
ra a o o a
,
oo
oo 0 oa
DETECTABLE WARNING DOMES SHALLapa°ooa
.�.
f j PIA !PWRINNIHIMAMMI
a
d
G
.
G
CLOSED CELL POL
FOAM EXPANSION JOIN
NTS
JOINT
SEALANT
Q
C
0
1 j8" RADII
C '
L' a
a
A
II
1 /2"
SIUtVVALIK t)VAIWILIN MIN I
—
COVER 2 -0 LENGTH AND FULL WIDTH
.{'
- +
OF
OF THE RAMP FLOOR AS SHOWN,
DOME BASE DIAMETER:
-
a°1.-
--
O.45"R TO 0.70"R
A
0,
A ' .
OBTAIN 70% CONTRAST VISIBILITY WITH
pt
ADJOINING SURFACE, EITHER
DOME TOP DIAMETER
OF NO LESS THAN
A
0 �
=
®-
0 0�
0
+"
,�;�
LIGHT -ON -DARK OR DARK -ON -LIGHT
SEQUENCE COVERING THE ENTIRE RAMP,
503; TO NO MORE
�2
0 . 0
a
00
_
THAN 60% OF THE
S
<Op
0iv0
1
.
®
®
�qQ
'
A.0.9" TO 1.4"
BASE DIAMETER
Ktry -
B=065" MIN.
W 0
0
0
0 0
0
C=D.20" PRECAST CLASS "B"
D=1.6" TO 2.4" CONCRETE
DETECTABLE WARNING DOMES
C
48" MIN. �y IDI JBI
A
DETECTABLE WARNING DOMES
HANDICAPPED ACCESS SECTION "A -A"
CURB CUT
NTS
ROOF DRAIN DETAIL
NTS
NG
Cam;
Itl�t ,
SOLUTIONS FROM THE GROUND Ufa
Hyman 3+ Roney, PC
15:0 US Hwy 158 E-
PO Box 33a
Camden, NC 27g21
(252) 33& 2913
(252) 338ti 552 fax
ww v hymanrobey,corn
License C 0598
i
FAMILY
DOLLAR
STORE
El:
ELIZABETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
I t i
Project #:
130042
Drawing #:
130042 - Detatls.dwg
Drawn:
JLE
Checked:
KDH
Approved:
SCR
Date:
5/312013
Sheet #:
06,I11
Scale:
NTS
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
SITE DETAILS
SHEET NUMBER:
NTS
NTS

li: _ 1 !_ ._ I _asti?`-_ I'•.: .. .I' .. .� i_L,1 2 III
A. CITY OF ELIZABETH CITY 'UTILITY EASEMENT
1. A UTILITY EASEMENT FOR THE INSTALLATION AND MAINTENANCE OF PUBLIC SERVICES SUCH AS
ELECTRIC, GAS, TELEPHONE AND CABLE TELEVISION SHALL BE DESIGNATED ALONG THE ROAD
FRONTAGE OF ALL PROPERTY, THE WIDTH OF SUCH EASEMENT SHALL BE A MINIMUM OF
TWENTY (20) FEET,
2. A UTILITY EASEMENT FOR THE INSTALLATION, MAINTENANCE AND OPERATING OF SERVICES
SHALL BE DESIGNATED ALONG THE SIDES OF EACH PROPERTY WITH A MINIMUM WIDTH OF FIVE
(5) FEET AND ALONG THE BACK OF EACH PROPERTY WITH A MINIMUM WIDTH OF TEN (IO)
FEET.
3. THE EASEMENT SHALL BE OUTSIDE OF ALL SIDEWALKS, CURB, GUTTERS, ETC. AND BE
PARALLEL AND CONTIGUOUS NTH THE APPLICABLE ROAD RIGHT-OF-WAY OR PROPERTY LINE,
4. THE INSTALLATION OF UNDERGROUND SERVICE LINES SHALL BE COORDINATED WITH THE
APPROPRIATE UTILITY COMPANY, THE OWNER, CONTRACTOR, OR DEVELOPER SHALL CONTACT
THE SERVICE SUPPLIER PRIOR TO THE INSTALLATION OF ANY SERVICE, TEMPORARY OR
PERMANENT. THE SUPPLIER OF SAID SERVICE SHALL THEREAFTER BE DEEMED TO HAVE A
DEFINITE AND PERMANENT EASEMENT ON THE PROPERTY CONSISTING OF A FIVE (5) FOOT
STRIP EXTENDING TWO AND ONE HALF (2.5) FEET ON EACH SIDE OF THE SERVICE LINE.
THIS EASEMENT WILL EXTEND FROM THE SERVICE EQUIPMENT TO THE SERVICE ENTRANCE
AT THE STRUCTURE. THE PURPOSE OF THIS EASEMENT IS FOR THE INSTALLATION,
MAINTENANCE, AND REPAIR OF SERVICE EQUIPMENT:.
B. INSTALLATION
1, WATER LINES, SEWER LINES, AND STORM DRAINAGE SHALL. BE INSTALLED WITHIN THE ROAD
RIGHT-OF-WAY AND SHALL COMPLY NTH ALL APPLICABLE CODES AND REQUIREMENTS OF THE
STATE OF NORTH CAROLINA AND THE CITY OF ELIZABETH CITY,
2 ELECTRIC POWER, NATURAL GAS, CABLE TELEVISION, AND TELEPHONE LINES SHALL BE
INSTALLED WITHIN THE TWENTY (20) FOOT EASEMENT IN ACCORDANCE WITH THE PLAN UTILITY LAYOUT AS
SHOWN HEREON, WITH THE EXCEPTION OF ROAD CROSSINGS. THE OWNER, DEVELOPER, OR
CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE NECESSARY ROAD CROSSINGS WITH
THE UTILITY COMPANIES. ROAD CROSSINGS SHALL BE INSTALLED PRIOR TO THE COMPLETION OF
THE FINAL ROAD BED. THE FINAL COMPACTED ROAD IS THE RESPONSIBILITY OF THE ROAD
CONTRACTOR.
3, ALL CABLES, CONDUITS, PIPES, AND TUBING FOR THE SERVICE OF ELECTRIC POWER, NATURAL
GAS, TELEPHONE, OR CABLE TELEVISION SHALL BE UNDERGROUND OR AS AGREED UPON BY THE SERVICE
PROVIDER AND THE CUSTOMER, THE SERVICE EQUIPMENT SHALL BE ABOVE GROUND. SOME EXAMPLES OF
SERVICE EQUIPMENT ARE AS FOLLOWS, BUT NOT LIMITED TO:
A. ELECTRIC DISTRIBUTION TRANSFORMERS, SECONDARY PEDESTALS, METER PEDESTALS, SWITCH
GEAR, STREET LIGHTING POLES, TRAFFIC SIGNAL POLES AND EQUIPMENT, TELEPHONE
PEDESTALS, CABLE TELEVISION PEDESTALS, RADIO ANTENNAE, VALVES.
B, SERVICE CONNECTIONS SUCH AS GAS AND ELECTRIC METERS, TELEPHONE AND CABLE
TELEVISION TERMINATION ENCLOSURES,
C. TEMPORARY EQUIPMENT FOR EMERGENCY SERVICE OR RELATED TO A CONSTRUCTION
PROJECT.
D. EXISTING EQUIPMENT ABOVE GROUND PRIOR TO THE NEW SUBDIVISION SHALL REMAIN
ABOVE GROUND AND THE SUPPLIER HAS THE RIGHT TO MAINTAIN AND REPAIR SAID EQUIPMENT.
CENTER. LINE OFF5ET-DETAIL
NO PARKING LINE F 4 %S
YELLOW
PARKING LINE
4 /B *
WHITE
CENTER LINE
r 4 f8„*
YELLOW
STOP OR TRANSVERSE BAR 24"
WHITE
1D' KIP LINES
WRITE
IC
I 40
i
2:—MIN1—SKIP LINES
WHITE
i 4" 6"*
2 y=
( 15'
-NOTE: WHERE TWO WIDTHS ARE INDICATED,
THE FIRST WIDTH APPLIES FOR A "NORMAL"
WIDTH LINE. THE SECOND WIDTH APPLIES
FOR A "WIDE" LINE. "WIDE" LINES ARE
REQUIRED WHEN DESIGNATED IN THE PLANS,
OR WHEN DIRECTED BY THE ENGINEER.
TYPICAL PAVEMENT STRIPING
STANDARD HANDICAPPED PARKING SIGN (TYPICAL)
TO BE INSTALLED AT REQUIRED HEIGHT AND
DEPRESSED SIDEWALK /f DIMENSIONAL RELATIONSHIP TO PARKING STALL.
LEVEL WITH PARKING
HANDICAPPED PARKING STALL (TYP.;
:72 f, 1-21 i
—EDGE OF SIDEWALK
AS DIM'D,
ON SITE I
III
\\ (� PARKING STALL PAVEMENT MARKINGS (TYP.;
T'-i-------8.D FL WHEELCHAIR ACCESS AISLE
PLAN VIEW OF PARKING STALL(S)
VAN
ACCESSIBLE
RESERVED
PARKING
EDGE OF SIGN
MAXIMUM
PENALTY
$250
o--rs CLEARANCE:
SO" OUTSIDE OF PEDESTRIAN AREAS
84" WITHIN PEDESTRIAN AREAS
GRADE
A.D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
4, ALL PROPERTY CORNERS SHALL BE LOCATED AND CLEARLY MARKED PRIOR TO THE INSTALLATION
OF ANY UTILITIES. LOT NUMBERS SHALL ALSO BE SHOWN AS A. REFERENCE FOR THE PLACEMENT
OF SERVICE EQUIPMENT.
5, THE UTILITY EASEMENT SHALL BE MARKED OR SUFFECIENT REFERENCE POINTS BE INSTALLED IN
ORDER THAT EACH U(LITY WILL BE CAPABLE OF DETERMINING THEIR ASSIGNED SPACE WITH THE
EASEMENT.
C. ENCROACHMENTS:
1. LAWNS AND LANDSCAPING SHALL BE PERMITTED ON THE EASEMENTS, LANDSCAPING SHALL
CONSIST ONLY OF LOW GROWING PLANTS OR ORNAMENTAL SHRUBBERY. TREES THAT ARE
EXPECTED TO GROW TO A HEIGHT: OF MORE THAN SIX (6) FEET ARE NOT PERMITTED, TREES OR
VEGETATION REQUIRING HEAVY MECHANICAL EQUIPMENT TO INSTALL SHALL NOT BE PERMITTED.
THE UTILITY COM.ANIES SHALL NOT BE HELD RESPONSIVLE FOR DAMAGE TO LAWNS OR
LANDSCAPING ON THIS EASEMENT DURING NORMAL MAINENANCE OR EMERGENCY SERVICE
RESTORATION,
2. NO BUILDING, STRUCTURE OR PART THEREOF SHALL ENCROACH UPON THE UTILITY EASEMENT.
3, NO OFF STREET PARKING AREAS OF PAVEMENT OR CONCRETE SHALL BE PERMITTED ON THE
UTILITY EASEMENT WITHOUT PRIOR WRITTEN APPROVAL OF ALL 'UTILITY COMPANIES THAT WILL
UTILIZE THE EASEMENT.
4. THE EASEMENT SHALL NOT BE OBSTRUCTED IN ANY WAY AS WITH THE STORAGE OR STOCK PILING
OF MATERIALS SUCH AS DIRT:, GRAVEL, STONE, ETC.
5, NO TREES, SHRUBBERY, OR VEGETATION OF .ANY KIND SHALL BE ALLOWED WITHIN A TEN (10)
FOOT RADIUS OF ANY SERVICE EQUIPMENT-
D, GENERAL
1, THE OWNER OF EACH LOT SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE UNDERGROUND
FACILITIES LOCATED INSIDE THE EASEMENT ON HIS PROPERTY_ THEY SHALL. PREVENT ANY
SUBSTANTIAL CHANGE OF GRADE OR ELEVATION AND CONSTRUCTION OF ANY KIND THAT MAY
DAMAGE THE UTILITIES WITHIN THE EASEMENT,
2. DAMAGE CAUSED BY THE NEGLIGENCE OF THE OWNER OR HIS AGENTS SHALL BE THE
RESPONSIBILITY OF THE OWNER. HE SHALL PAY FOR THE REPAIR, REPLACEMENT, OR RELOCATION
OF THE DAMAGED FACILITY.
3, EACH UTILITY COMPANY SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF THEIR UNDERGROUND
FACILITY.
4, EACH UTILITY COMPANY THROUGH IT'S EMPLOYEES, CONTRACTORS, OR AGENTS SHALL AT ANY
AND ALL T€MES HAVE ACCESS TO THE EAEMENTS FOR THE PURPOSE OF INSPECTING, INSTALLING,
REMOVING, REPAIRING, OR REPLACING THEIR FACILITY OR ANY PROTION THEROF,
5, THE FINALLY APPROVED PLAT SHALL SHOW ALL EASEMENTS AND SHALL INCLUDE A STATEMENT
STIPULATING RESTRICTIONS OF SAID EASEMENTS THE STTEMENT SHALL ALSO INCLUDE THE
INGRESS AND EGRESS RIGHTS ASSIGNED TO THE UTILITY CONPANIES FOR ACCESS TO THEIR
FACILITIES AT ALL TIMES FOR REPAIRS AND MAINTENANCE.
ELECTRICAL NOTES
6'
18' 6'
3
A, ANY CHANGES TO THE PLAT SUBSEQUENT TO THE GOVENING AUTHORITY'S APPROVAL
SHALL BE SUBMITTED TO THAT AUTHORITY IN WRITING AND CHANGES MADE TO THE PLAT
BEFORE: RECORDING.
B. THE INDIVIDUAL UTILITY COMPANY AT IT'S OPTION MAY REQUIRE THE EXECUTION OF THEIR
STANDARD EASEMENT AGREEMENT,
6. THE FINALLY APPROVED PLAT SHALL BE DULY RECORDED IN THE PROPER COUNTY REGISTER 0"
DEEDS OFFICE AND BE MADE .A PART OF THE LAND RECORDS OF THE APPROPRIATE TOWN OR
CITY, COUNTY, AND STATE,
7. EACH UTILITY COMPANY RESERVED THE RIGHT NOT TO SUPPLY UNDERGROUND SERVICE WHEN, IN
ITS JUDGEMENT, IT IS IMPRACTICAL OR CONTRARY TO SOUND OPERATING OR ENGINEERING
PROCTICES TO DO SO. EXAMPLES MAY INCLUDE INUSUALLLY ROUGH TERRAIN, WET LANDS,
UNUSUAL LOT LAYOUTS IN THE SUBDIVISION, LARGE QUANTITIES OF ROCK, OR UNSUITABLE DIGGING
CONDITIONS.
c. IT IS IMPORTANT THAT CLOSE COORDINATION EXIST BETWEEN THE DEVELOPER OR OWNER AND THE
DIFFERENT UTILITIES. IT IS THE RESPONSIBILITY OF THE DEVELOPER OR OWNER TO NOTIFY AND
COORDINATE THE INSTALLATION OF THE UTILITIES TO ACCOMOLISH AN ORDERLY CONSTRUCTION OF
THE NEW SUBDIVISION.
9, ALL FACILITIES" SHALL BE INSTALLED AND CONSTRUCTED TO COMPLY WITH ALL APPLICABLE LOCAL,
COUNTY, STATE. AND FEDERAL CODES AND REGULATIONS.
SITE CONTRACTOR SHALL COORDINATE WITH
CITY OF ELIZABETH CITY ELECTRICAL DEPARTMENT
TO ENSURE THAT ELECTRICAL CONDUITS ARE
INSTALLED PRIOR TO PLACEMENT OF ANY CURB &
GUTTER, ABC STONE OR PAVEMENT
> :J
N
(Jt W
V >
.-
�
o ca
ca o
� a
w
ROAD RIGHT OF
w
F WAY VARIES
F
PLAN UTILITY LAYOUT
—.. ... 36'
4`� T �.t— 4'--►�..--- 7' -"'--- 4' —[­ S' �.
16" (TYP)
DUMPSTER
72" X 72" X 72"
0
DUMPSTER 1
72" X 72" X 72"
0
1C.5' 1 11'
B" SPLIT -FACED CMU 6' HIGH. PROVIDE FULL
HEAD MORTAR JOINTS. FILL CORES WITH MORTAR.
PROVIDE SLOPED MORTAR WASH .AT TOP AND
APPLY WATER REPELLANT SEALER OVER WASH.
0 I 1 0
AREA DESIGNATED
FOR RECYCLING 6" BOLLARD (TYP? a. <: - .° <- o
CONTAINERS SEE DETAIL--a—b"° --a
0 6x6x 10/IO WWF
30.5'
6' THICK 3000 PSI CONCRETE SLAB
1 WOODEN j I
SEMI -PRIVACY
GATE (TYP) I
1
4...- '.' 8' 3'8' --- 3' - .�'---- 8 _..----'-`_.-.,,._ 3'
HANDICAPPED PARKING WALKWAY
PLAN VIEW
& RELATED DETAILS
NTS
8" CMU
DUMPSTER ENCLOSURE
NTS
CROSS-SECTION
SOLUTION; FROM 'THE GROLiN1 UP
Hyman S' Robey, PC
150 US Hwy 158 E.
PT.;= BOX 339
CBmden NO 27921,
252) 338-251:3
(252) H313,18.5552 fax
ova w_hVn2aniobey.com
License C-0598
18550
(�
't�Illti�•/il Yfetffs
SITE PLAN
• i
1
me
z • !
RELOCATION
S
�� Y• L.L.
1�
ELIZABETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
Know what's belm •
8" SPLIT -FACE CMU Call befom dig.
Project #: 130042
a Drawing #: 130042 - Details.dwg
Drawn: JLE
° 1Y" Checked: KDH
Approved: SCR
a Date: 5/3/2013
Sheet #: 07111
$ Scale: NTS
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE: SITE
DETAILS
SHEET NUMBER:
C901
771
T17.,

CONSTRUCTION SPECIFICATIONS
LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE, THE BLOCK FOUNDATION SHOULD BE
EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF
THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS
AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL
SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW
OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE
BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
.AN EVEN GRADE. NCDOT #57 WASHED STONE IS
RECOMMENDED.
GRAVEL FILTER - NCDOT
#57 WASHED STONE
CONCRETE BLOCK
CONCRETE BLOCK
is��sm
1.10.11111.11IIIIIIIIIII.M.1,
i�um%l1m r1 Ad
lEi!!IQ I
iNmsssommimmel L imm
3! rMoulnisImi�i�l
r�1a�r�l�ne���l
���I;+++++++,nmumamaturinii011tIINii�i1� ��
SECTION VIEW
BLOCK AND GRAVEL INLET PROTECTION
NTS
6" X 32" W.RE 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
WAFER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE) BACKFILL TRENCH
AND COMPACT --\
3. CONSTRUCT THE FILTER FABRIC FROM A CON7N000S ROLL CUT TC THE LENGTH THOROUGHLY \
OF THE BARRIER 7O AVOID JO€NTS, 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 \/ \/ '
TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN THE / �• T
FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST, WIRE OP. PLASTIC ZIP TIES UPSLOPE
SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH
5. WHEN A WIRE 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,-(" \/
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET PC$? SPACING DOES NOT REQUIRE ( \/
WIRE MESH SUPPORT FENCE, SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO
POSTS. AIRE 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.
4. 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.
aL E! NOTsSL
1. MANUFACTURED ALTERNATIVES CAN BE SUBSTITUTED UPON
APPROVAL OF ENGINEER.
2. WHEN REMOVING OR MAINTAINING INLET PROTECTION, CARE
SHALL BE TAKEN SC THAT THE SEDIMENT TRAPPED ON
THE GEOTEXTILE FABRIC DOES NOT FALL INTO THE INLET.
ANY MATERIAL FALLING INTO THE INLET SHALL BE
REMOVED IMMEDIATELY.
FINISHED SIZE, INCLUDING FLAP POCKETS WHERE
REQUIRED, SHALL EXTEND A MINIMUM OF IC"
AROUND THE PERIMETER TO FACILITATE
MAINTANANCE OR REMOVAL
8" B-ACK ZIPTIE OR
ALUM'.NUM TIE WITH
UV �PGTEc:T1aN
STEE.. FENCE POST
5' - 0.85 LB, FT. T-TYPE
STEEL
SILT FENCE DETAIL
NTS
INSTALLATION NOTES:
i. TRIM EXCESS FABRIC, IN THE FLOW LINE TO WITHN 3"
OF THE GRATE,
2. THE CONTRACTOR SHALL DEMONSTRATE A METHOD OF
MAINTENANCE. USING A SEWN FLAP, HAND HOLDS OR
OTHER METHOD TO PREVENT ACCUMULATED SEDIMENT
FROM ENTERING THE INLET.
18" OF FABRIC IS TO BE 'WRAPPED AROUND
WOOD .AND SECURED NTH STAPLES.
THE WOOD SHALL NOT BLOCK THE ENTIRE
HEIGHT OF THE CURB BOX OPENING.
'WOOD 2" X 4" EXTENDS 8" BEYOND
GRATE WIDTH ON BOTH SIDES. LENGTI-i
VARIES- SECURE TO GRATE. WITH WIRE
OR PLASTIC TIES.
GEOTEXTILE FABRIC INLET PROTECTION
PVC END CAP
PVC TEED
I�►17T11�R1
NTS
PVC ELBOW
WATER SURFACE
- PVC END CAP
- PVC PIPE
1/2" HOLES IN
UNDERSIDE
DRAWDOWN DEVICE:
SCH 40 PVC PIPE
�& FITTINGS
/ r
PVC VENT PIPE -�
\l
i
8 aFAA -
24'
MAX. HEIGHT
\\Ok
i. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL),
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION,
3. PERFORM CLEARING DEMOLITION WORK,
4, CONSTRUCT DETENTION POND AND INSTALL CUTLET STRUCTURE AND SKIMMER.
5. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
6. INSTALL. STORM DRAINAGE PIPING AND STRUCTURES.
71 NSTALL THE STONE BASE AND .ASPHALT FOR THE PROPOSED PARKING.
g. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY FOR
SLOPES 3:1 OR FLATTER AND LESS THAN 50'IN LENGTH, FOR SLOPES 4:1 OR
FLATTER OF ANY LENGTH (EXCEPT: FOR PERIMETERS AND HQW ZONES), AND
SLOPES NO STEEPER THAN 2:1 AND LESS THAN 10' IN LENGTH. PROVIDE A
GROUNDCOVER ;TEMPORARY OR PERMANENT) ON EXPOSED SLOPES 'WITHIN 7
CALENDAR DAYS FOR SLOPES STEEPER THAN 3:1 OR SLOPES 3:1 OR FLATTER
GREATER THAN SCi .N LENGTH. FOR HIGH QUALITY WATER (HWQ) ZONES, AND
PERIMETER COKES, SWALES, DITCHES AND SLOPES,
5. ONCE SITE IS STABILIZED, REMOVE SEDIMENT FROM DETENTION POND, RESTORE
POND TO DESIGN DEPTHS, AND REMOVE SKIMMER ASSEMBLY.
10, MONITOR .AND MANTAIN THE INSTALLED EROSION CONTROL MEASURES AND
REPAIR AS NECESSARY,
11. ONCE V'EGETATICN IS FULLY ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
SCHEDULE 4C
PVC PIPE
SCHEDULE 40 � / \ �-- CRFIC' PLATE
PVC PIPE \ ORIFICE -IA. = 1,5")
=VC TEE
FLEXIBLE HOSE
CONNECT FLEX HOSE TO
DPAW'DOWN PIPE AT OUTFLOW
STRUCTURE USING HOSE CLAMP
OR APPROPRIATE ADAPTER
e
ALL SCHEDULE
4O PvC POPE d:
FITTINGS SHA'._L
BE 4" MIN, C'IA.
BOTTOM SURFACE
FRONT VIEW
SKIMMER
TOP VIEW
ARM AS'.
"-CLOSURE
WATER ENTRY UNIT
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF
ENVIRONMENTAL AND NATURAL RESOURCES. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR GRADED.
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 14
CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY FOR SLOPES 3:1 OR FLATTER AND
LESS THAN 50' IN LENGTH, FOR SLOPES 4:1 OR FLATTER OF ANY LENGTH (EXCEPT FOR
PERIMETERS AND HOW ZONES), AND SLOPES NO STEEPER THAN 2:1 AND LESS TtiAN 10' IN
LENGTH,
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 7 CALENDAR
DAYS FOR SLOPES STEEPER THAN 3:1 OR SLOPES 3:1 OR FLATTER GREATER THAN 50, IN
LENGTH, FOR HIGH QUALITY WATER (HWQ) ZONES, .AND PERIMETER DIKES, SWALES, DITCHES AND
SLOPES.
THE CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING 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. PATE 'IB/ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
5MING NOTES
1. FROM SEPT. T - 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 GERMA.N MILLET OR 15 L8,%ACRE SUDANGRASS.
PRIOR TO MAY i 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
SEEDING SCHEDULE
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND UISPOSE 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, CR 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 %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
THE MiXTUP•E. RESEED, FERTILIZE, ANC MULCH DAMAGED AREAS IMMEDIATELY, FROM
SEEDING & MULCHING
A. NCDOT #5 OR #57 OOASHED 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.
F 24�LF.FF'
P
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
Hyman $ F obey, PC
115.0 Uri 4WV 158 E.
���
I C, BOX 339
C<IYiC!en. RC 27921
(2'52) 338-2CI3
(252) 3,38 55F 52 fax
r==bay, hymanrobey.GGn1
License CC-05198
KIT!,
4�•.
18550
..... ' y
4,.
t+f++++"++
SITE PLAN
FOR
FAMILY
DOLLAR
STORE
#100
RELOCATION
M611oc
`I'�WO
ELIZABETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
Know what's below.
Call befom you, dig.
Project #:
130042
Drawing #:
130042 - Detads.dwg
Drawn:
JLE
Checked:
KOH
Approved:
SCR
Date:
5/3/2013
Sheet #:
08/11
Scale:
NTS
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
EROSION CONTROL
DETAILS
SHEET NUMBER:
NTS

EXCELSIOR MATTING
12'
AMENDED
SOIL
30" TYP
SET PLANT AT
ORIGINAL DEPTH
ll4l 1Iii 1s`
t
LARGE PLUGS
I, I(
(4.9a cuslG
) ' / INCHES}
AMMEND SOIL AS
SPECIFIED
PLANTING
NTS
EXISTING SOIL
SHALLOW LAND PLANTS
BOTANICAL
COMMON
CL
CHASAMANTHIUM LATIFOLIUM
RIVER OATS
CC
CONOCLINiUM COELESTINUM
WILD AGERATUM
HC
HIBISCUS ARNOTTAINUS
WHITE ROSEMALLOW
SG
SACCHARUM GIGANTEUMAND ALLIES
PLUMGRASSES
LC
LOBELIA CARD€NALIS
CARDINAL FLOWER
SHALLOW' WATER PLANTS
BOTANICAL
COMMON
AS
ACORUS AMERICANUS
SWEET FLAG
it IB
IRIS VIRGINICA
BLUE FLAG 'IRIS
V PP
PONTEDERIA CORDATA
PICKEREL WEED
Sc
SAURURUS CERNUUS
LIZARD'S TAIL
SB
SPARGAN!UM AMERICANUM
BUR-REDD
PLANT SCHEDULE
—10' —iC'
(?) €--CC (1)
I -AS (7) E r!B (7)
1
3:1
FINISHED SUBGRADE
S WAYER VEGETATION FOR WE7
15TH. AT NO TIME SHOULD SHALLOW
FOR PERMANENT SHALLOW WATER ZONE
DETENTION BASINS
WATER PLANTS BE INSTALLED BETWEEN
(0"-6" BELOW NORMAL POOL) THE
THE CONTRACTOR SHALL INSTALL VEGETATION
OCTOBER 1ST .AND MARCH IST. A PARTIAL
FOLLOWING MAY BE USED AS
IN THE SPECIFIED ZONES FOR WET DETENTION
CERTIFICATION CAN BE FILED WITH NCDENR
SUBSTITUT'ONS
BASINS. THE HYDROLOGIC ZONES OF
WITHOUT INSTAIi ATaON OF THE SHALLOW
• CLADIUM JAMAICENS-t (SAWGRASS)
IMPORTANCE FOR A WET BASIN CONSIST OF
WATER PLANTS TO INSURE THAT THEY .ARE
THE UPLAND AND THE TEN FOOT WIDE
PLANTED AT THE PROPER TIMES. SEE
- ECHiNODORUS SUBCORDATUM
VEGETATED SHELF THAT IS CENTERED ON THE
ACCEPTABLE RECOMMENDED SPECIES LIST
(CREEPING B RHEA€))
PERMANENT POOL ELEVATION, THE UPLAND
BELOW, THE OPTIMAL DATES FOR
IS THE AREA ABOVE THE VEGETATED SHELF
INSTALLATION OF SHALLOW LAND
- PELTANDRA VIRGINICA (ARROW ARUM)
THAT INTENDED TO RECEIVE LITTLE OR NO
PLANTINGS IS BETWEEN APRIL 1ST .AND
• SAGITTARIA IANCIFOLIA (BULLTONGUE)
INUNDATION, THE VEGETATED SHELF IS
AUGUST 3757 HOWEVER, SHALLOW LAND
BROKEN INTO TWO DISTINCT REGIONS: 1)
PLANTINGS CAN BE INSTALLED THROUGHOUT
THE YEAR, SEE ACCEPTABLE
• SAGITTARIA LATIFOLIA (DUCK POTATO)
THE CONSTANTLY INUNDATED SHALLOW WATER
RECOMMENDED SPECIES UST BELOW,
ZONE (0' TO 6" BELOW NORMAL POOL), AND
• SCHOENPLECTUS TABERNAEMONT,ANi
2) THE SHALLOW LAND OR TEMPORARILY
.PLANTS SHALL INSTALLED IN
BEINS
(SOFTSTEM BULRUSH)
INUNDATED ZONE (0` TO 6" ABOVE NORMAL
CO
ACCORDANCE WITH THE PERENNIAL
• SCIRPUS AMERICANUS AND ALLIES
PLANTING DETAIL, PLANT SCHEDULE AND
POOL),
TYPICAL PLANTING LAYOUT PROVIDED. IF
(THREE -SQUARE)
SOIL PREPARATION
THE SPECIES SPECIFICALLY CALLED FOR IN
• ZIZANIOPSIS MILIACEA (WATER MILLET)
THE PLANT SCHEDULE ARE NOT AVAILABLE,
i.THE CONTRACTOR SHALL OVER -EXCAVATE
THE FOLLOWING ARE ACCEPTABLE
THE UPLAND AREA BY 6" AND THE
RECOMMENDED SPECIES.
3 T
A SLOW RELEASE FERTILIZER O
VEGETATED SHELF AREA BY 12".
.APPLY
FOR PERMANENT SHALLOW LAND ZONES
EACH PLANT AS IT IS INSTALLED. DO NOT
2, THE UPLAND AREA SHALL BE BROUGHT TO
O"-8" ABOVE NORMAL POOL) THE
BROADCAST FERTILIZERS OR FERTILIZE
GRADE PLACEMENT DI 6" TOPSOIL
FOLLOWING MAY BE USED AS
AFTER INSTALLATION IN THE AREA OF THE
AMENDEDD PER THE SEEDING MULCHING
T
SUBSTITUTIONS:
6AR
VEGETATED SHELF. SLOW RELEASE
SPECIFICATIONS PROVIDED. WHEN PLACING
FERTILIZERS SHOULD FEED PLANTINGS FOR
FERTILIZER, CARE SHALL BE USED TO LIMIT
- CAREX ALBOLUTESCENS, CRINITA,
A MINIMUM OF 8-9 MONTHS, 12-14
PLACEMENT TO THE UPLAND AREA, SOD
LUPULIN,A, LURIDA, AND TRiBULOiDES
MONTHS IS PREFERRED. A 17-5-11
SHALL BE 'rdSTALLED ON THE UPLAND
• E GLABRA (WHITE
IS RECOMMENDED, BUT CAN
SLOPE,
TURTLE
URTLEHEAD)
tN2FORMULA
VARY, PHOSPHUS CONTENT SHALL BE
3. THE VEGETATED SHELF SHALL BE
LESS THAN 10
BROUGHT TO GRADE BY PLACEMENT OF 12"
• ASCLEP!AS INCARNATA 'ICE BALLET"
AMEN➢ED SO!!, SOIL SHALL BE AMENDED
{ICE BAILEY SWAMP MILKWEED)
AND TESTED 70 VERIFY THAT SOIL PH i6
EUPATORIUM FiSTULOSt1M (JOB EYE
OWN R MAINTENANCE
BETWEEN 5,5 AND 6.5 WITH A MINIMUM OF
WEED)
1, THE PROPERTY OWNER SHALL INSURE THAT
5-70% ORGANIC MATTER, SOIL PH CAN BE
THE WET DETENTION BASIN i6 MAINTAINED
INCREASED BY ADDING LIME OR DECREASED
• HELIANTHUS ANGUSTIFOLIUS (SWAMP
ACCORDING TO THE OPERATION AND
BY ADDING IRON SULFITE. COMPOST CAN
SUNFLOWER)
MAINTENANCE AGREEMENT FILED WITH
BE ADDED TO INCREASE ORGANIC MATTER.
NCDENR, TO INSURE THE SURVIVABILITY OF
USE OF PEAT MOSS IS NOT RECOMMENDED_
• HIBISCUS COCCINEUS AND
THE WETLAND VEGETATION, SPECIAL
TESTING CAN USUALLY BE PERFORMED
MOSCHEUTUS (ROSE MALLOWS)
ATTENTION SHOULD BE PAID TO THE
THROUGH THE LOCAL COOPERATIVE
. JUNCUS EFFUSUS AND CORIACEOUS
OUTFLOW STRUCTURE AND DRAWDOv'N
EXTENSION OFFICE.
(RUCHES)
ORIFICE_ CLOGGING OF THESE DEVICES WILL
4.IMMED€A7ELY UPON COMPLETION OF
CAUSE WATER SURFACE ELEVATIONS TO BE
GRADING ACTIVITIES, INSTALL EXCELSIOR
• KOSTELETSKYA MRGINICA (SEASHORE
ELEVATED FOR EXTENDED PERIODS OF TIME
EROSION CONTROL MATTING AND
MALLOW)
CAUSING INUNDATION LEVELS THAT ARE
PLANTINGS. IF SITE IS NOT COMPLETELY
IF LOBELIA ELflNGATA (CARDINAL
UNACCEPTABLE FOR THE SPECIFIED PLANTS,
STABILIZED, INSTALL SILT FENCE AROUND
FLOWERS'
2-WEEDING SHALL TAKE PLACE WITHIN THE
UPLAND PERIMETER AS NECESSARY TO
FIRST TWO YEARS TO ASSURE THE BASIN
PROTECT THE POND FROM RUNOFF FROM
SCIRPUS CYERINUS (WOOLGRASS)
ISN'T OVERRUN BY SUCH UNDESIRABLE
UNSTABILIZED AREAS.
• PYCNANTHEMUM TENUIFOLIUM
VEGETATION AS CATTAILS.
e ANT INSTgu ATIQN
(NARROWLEAVED MOUNTAINMINIj
3.FOR TWO YEARS AFTER PLANTING. DURING
I,PLANTS SHALL BE INSTALLED WITHIN 14
. RHYNCHOSPORA COLORATA AND
THE OPTIMAL PLANTING SEASON OF APRIL
DAYS OF COMPLETION OF GRADING
ALLIES (WHITE -TOP SEDGE)
1ST AND JULY 15TH, ANY PLANT THAT DID
ACTIVITIES WHEN PLANTING DATES
NOT SURVIVE THE PREVIOUS WINTER SHALL
CORRESPOND. FOR BEST RESULTS,
VERONIA NOVEBORCENSIS (COMMON
BE REPLACED,
SHALLOW WATER PLANTINGS SHOULD BE
IRONWEED)
INSTALLED BETWEEN APRIL 1ST AND XULY
50'TYP---------
C (7) PLC (?) r`M (';
IRE, v T-SC (7} r5B t', 7) 2�������� 5��'
Typ
2,5, v+• ...-w. q -'^-€ ,.. -+�,... -.,ta,.t -a,... \ ,;tA.li�-VV'iv:rtY v1,V�Io. / �Ar� iAr} �Ar \Ar
-ems
VEGETATED
SHELF '10:11
2,s
NORMAL POOL --
ELEVATION
3:t
CONTOURS -/
0 3:1
STORM WATER CONTROL BASIN
TYPICAL PLANTING LAYOUT
NIS
WET DETENTION BASIN PLANTING DETAIL
REPEAT AROUND BASIN PERIMETER
WITH 10' BREAKS AT BULKHEADS
AND BASIN ACCESS POINTS
UPLAND ZONE
SHALLOW LAND ZONE (0"-6"
x ABOVE NORMAL POOL)
SHALLOW WATER ZONE (0"-6"
BELOW NORMAL POOL)
DEEP POOL ZONE
i
-........ 4.. t6"A""—�
GF,NERAL NO��. _
T
KNOCKOUT BOX DESIGN SPECIFICATIONS
CONFORM TO LATEST ASTM C913
SPECIFICATIONS FOR "PRECAST o
CONCRETE WATER AND WASTEWATER iO
STRUCTURES." j
2. CONCRETE COMPRESSIVE STRENGTH _
4,000 PSI MIN, AT 28 DAYS,
3, STEEL REINFORCING CONFORMS TO
REQUIREMENTS OF ASTM C890 E
SPECIFICATIONS FOR STRUCTURAL DESIGN PAN VIEW
LOADING FOR WATER AND WASTEWATER
STRUCTURES AND UTILIZES GRADE 60
REBAR CONFORMING TO REQUIREMENTS
OF ASTM A615 OR WINE CONFORMING TO
REQUIREMENTS OF ASTM A185 OR BOTH 1$"
4. CONCRETE DESIGNED FOR H-20-44
t6" ""I)
CAST -IN CB-18"XI8"
LOADING,
FRAME & GRATE
PIPE PENETRATION & JOINT
II
_
-f
CONNECTIONS TO BE .AS PER JOB
SEE PLANS
REQUIREMENTS. PIPE TO BE INSTALLED
FOR
BY CONTRACTOR AS PER JOB
CULVERT
i
REQUIREMENTS FOR SPECIFIED
SIZE
o
CONNECTIONS_
wl
6. JOINTS TO BE SEALED WITH PERFORMED
N
BUTYL RUBBER SEALANT,
I
l —
a
t
t
SMALL DROP INLET
` FC,T,0
TWO I_;,,,YERS
ix8'a STAGGERED
SHEETING TO FITEND
TWO FEET BELL:: BOTTOM
�iipYR=5,19
6" SCH 40 PVC PIPE
FEMALE ADAPTER & --�
'HREADED PLUG l
PERMANENT -,ATFR SURFACE
ELEV. = 35=
6" SCH 40 PVC TEE-
-"---ADED PLUG WITH
9 Di A, HOLE
DRi_-ED THROUGH
;H SHALL BE CAPPED OR
P U GED UNTIL SITE IS
STADLIZED AND POND
RES .ORED TO DESIGN DEPT•i%
N TS
"06' TREATED PILINGS (6' O.C.)
4x6 WHALER
TWO LAYERS
ix8'S STAGGERED
INSTALL PILING TO FULL 16' DEPTH.
DRIVE UNTIL UNTIL TOP ELEVATION
MATCHES DESIGN.
BOTTOM ELEV, 16' BELOW TOP
INLET ELEV. = 3,00
CLASS B STONE
COMPLETELY
SURROUNDS RISER-
im)t I IH j I Yr)
NTS
INLET
ELEV.
6" SCH 40 t'VC
(LENGTH AS REQUIRI
- 20"X20"X3" THICK
CONCRETE PAD
4
RIM ELEV.-
(SEE PLANS)
_R T
BULKHEAD DETAIL
NTS
BARREL
12" CMP
INVERT 3.50
TO
8"
i
D,L F. & G. _ #24364 BY GENERAL FOUNDRY;-.EAE
(OR .APPROVED EQUAL)
2.a
:y
ROB
SGLUTF IONS FROM THE G:ROUiNO UP
Hyman & Roney, PC
150 US Hvvy 158 E.
PO Box `139
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
Camden, NC 27921
MIN. SPECIFICATIONS OF
[phone]
NCDOT " STANDARD SPECIFICATIONS FOR
[phone] fax
ROADS AND STRUCTURES", LATEST EDITION.
tvWw,hymanrobey.com
License C-0598
DA, STEPS FOR INSIDE DEPTH GREATER THAN 4'
ytiYt.Wa(JfjJl
— INSIDE DIMENSIONS:
O*`'•'/ 0(X�'�.�
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM_ PLUS
16" IN EACH DIM.
c ;
PRECAST CONCRETE
AL
5--, 18550
�. —SET CULVERT FLUSH
INSIDE WALL
�:
•''�`Cf N6<,t!1• 4,WITH
SEE PLANS FOR
CULVERT TYPE &
sF tit
�l 44r.........
• ��!
JJJhJIC.
l, itt�l���'
SITE PLAN
3000 PSI CONCRETE FOOTING FOR
W/ 6x6XI0/10 WWM
-COMPACT SUBGRADE TO 95% OF ASTM D 698
_ 1
�PL CEDE MIDCOLLARS TO
WAY BETWEEN E
STRUCTURES AND SPACED
�#57 WASHED STONE 18" APART
1/2" 0 ROUND
DRAWDOWN DEVICE- PRIME WITH CLEAN METAL BARS 3' O,C.
SCH 40. PVC PIPE PRIME & PAINT WITH 2 PART -r 1/4" X 6" FLAT PLAT
& FITTINGS BLACK EPDXY (TYR) AE /
SEE INSET A 3
2"
NTS
A-w4 `,.-_DRAWDOWN
DEVICE
19"
WEIR ELEV. 4,40
4" MIN. 12' CMP
INV. ELEV•. 3.Do
SECTION A. -A \
CONCRETE BOTTOM AND TOP OF SRUCTURE
SHALL BE REINFORCED WITH #4 REINFORCEMENT
BARS 8" OC. EACH WAY. REINFORCEMENT BARS
SHALL NOT BE PLACED CLOSER THAN 3" TO ANY
EXPOSED EDGE OF CONCRETE, WALLS MAY BE
CONSTRUCTED WITH 4" X 8" X 16' SOLID
CMU'S OR CAST IN PLACE CONCRETE.
#100
RELOCATION
\1)
ELIZABETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
7Jay, 17,1E C
Project #
130042
Drawing #:
130042 - Details dwg'
Drawn:
JLE
Checked:
KDH
Approved:
SCR
Date:
5/3/2013
Sheet #:
09111
Scale:
NTS
REVISIONS:
NUM. DATE
DESCRIPTION
1 5'21-!2013
ADDED TRENCH DETAIL :
MOD. OUTFLOWGRADES
SHEET TITLE:
STORMWATER
DETAILS
SHEET NUMBER:

HYMAN
ROBEYN
3, 1
10'.1 gL P
SEE WET DETENTION BASIN PLANTING DETAIL
FOR PLANTING OF VEGETATIVE SHELF
5' ABOVE PERM. POOL -�
PERMANENT POOL
ELEV. = 3.50
�?F-r
3� ll
ELEV. _ -2.00
t1SEDIMENT STORAGE
ELEV. = -3.00 1 POND BOTTOM i
WET BASIN CROSS SECTION
NTS
FINISHED GRA
E
VEGETATED SHELF
5' BELOW PERM. POOL.
INLET
SOLUTIONS f-IZOM THE GROUND UP
Hyman & Robey. PC
15' WIDE , 150 US Hwy 158 E.
VEGETATED SHELF 1 BULKHEAD PO BOX 330
LBAFFLE WALL
RIP RAP PAD PERMANENT � Camden, NC 2t'921
FINISHED �t 20' CLASS B EROSION WATER SURFACE 1 252 338-2913
GRADE 1 �TONTROL STONE ELEV. = 3.50 / t252a 33b-5552 fax
t WEIR ACROSS END
TOP CONTROL
T 3.70 �WE FOREBAY AREA
1 wrvw.hyrnanrobey.Gom
3
- — License C-0598
ELEV. 0,00
1' SEDIMENT STORAGE 01/V
i' SEDIMENT STORAGE
BOTTOM ELEV. = -1,00
CLASS B EROSION
CONTROL STONE
t11\N,\I
BOTTOM ELEV. = --3.00
FOREBAY AREA CROSS SECTION
NTS
WET DETENTION BASIN LAYOUT
1„ = 10'
18550 =
�..4e uau�i��
SITE PLAN
iJ
#100
RELOCATION
t
ELIZABETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
117"661 1 f
Project *
130042
Drawing #:
130G42 - Details dwg
Drawn:
JLE
Checked:
KDH
Approved:
SCR
Date:
5/312013
Sheet*
10111
Scale:
NTS
REVISIONS:
NUM. DATE DESCRIPTION
1 &21"2013 DRAF TINGREVISIONS
MOD OOTFLOw GRAOES
SHEET TITLE:
STORMWATER
DETAILS
SHEET NUMBER:
wo I

P,
;yll
a<
.y
22 i/2'
INSTALL IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS.
MIN. 6" #57 STONE
BEDDING UNDER WYE.
CURB & GUTTER
:MENT_�
n
SEWER CLEANOUT - SEE
COMBINATION 11
AND 1/8 BEND
. 3•_
MIN,
SOLUTIONS FROM THE f_ ROUND UP
Hyrnan & Robey. PC
150 US Hvvq 158 E.
PO Box 339
Camden.NG 27921
[phone]
[phone] fax
www.hymanrobey.com
License C...0598
.y9
18550
%S' F;........
C. R�
!l'lllllilitit P\\
SITE PLAN
FAMILY
DOLLAR
0
STORE
w
DISTANCE VARIES
z 1��12'
7,'
o METER
(PROVIDED
BY CITY)
CHECK VAL
AS APPRDV
EXISTING
SERVICE LINE--,
METER SETTER, —i
3r, +S ADAPTER FOR
Cw>RESSION CONNECTION
3/A" OR I" x 18" BRASS NIPPLE
12"D x 18"L x 12"H METER BOX
(CAST IRON BOX WITH CAST IRON
COVER. NO READER LID ALLOWED.)
LOCK WING
ANGLE VALVE
TAPPING SADDLE
BRASS ADAPTER
FOR COMPRESSION 7
CONNECTION /
TYPE K COPPER. OR HDPE SDR 9—/
"ENDOPUR" TUBING SERVICE LINE
CORPORATION STOP
WATER MAIN
3/4" TO 1" WATER SERVICE CONNECTION DETAIL
FINIS-ED SUBGRADE
FINAL BACKFILI
„OMPACT TO a57
STANDARD PR^CTOR
(FOR TRENCHES NOT
UNDER CURB OR
36" MIN. PAVEMENT, BACKFiLL
USING ON-S!'
TIE DIRECTLY TO �
i/2' BEND •\ EXISTING LATERAL
L_4" SCH 40 PVC DWV SEWER SERVICE PIPE
AT 1% MIN. GRADE. (ASTM D-2665, D-1785)
NOTE: SEWER SERVICE TRENCH
SHALL BE COMPACTED TO
95% STANDARD PROCTOR.
PVC SANITARY SEWER SERVICE
NTs
NTS
SUITABLE SOILS. FOR —'
TRENCHES UNDER
STONE T, BE THOROUGHLY
COMPAC _D UNDER AND '
BES'DE �E .
I,
j OUTSIDE DIAM
OF
l
6"
6"
SLOPE SIDES AS NECESSARY
FOR CONSTRUCTION
rY WARNING TAPE ® 24-30" ABOVE
TOP OF SEWER PIPE
OUTSIDE
OF PIPE
TYPICAL SANITARY SEWER MAIN TRENCH
NTS
4" THREADED"
PLUG
4" THREADED
FITTING
BENCHED WATER & SEWER PLACEMENT
NTS
co
FINISHED GRADE
I
-F�_DI CLEANOUT
COVER
4" PVC AS
1ECESSARY
—SANITARY TEE (SIZE
PER PLANS)
IN PAVEMENT OR CONCRETE
• /i
RELOCATION
l
ELIZABETH CITY
PASQUOTANK COUNTY
NTH FINOF ISH GR°A�eF`us" NORTH CAROLINA
4" PVC AS
NECESSARY
— SANITARY TEE (SIZE
PER PLANS)
I_N GRADED AREA
SANITARY SEWER CLEAN -OUT
NTS
Know what's below.
Call before you dig.
Project #:
130042
Drawing #:
130042 • Details.dwg
Drawn:
JLE
Checked:
KDH
Approved:
SCR
Date:
5/3/2013
Sheet #:
11 /11
Scale:
NTS
REVISIONS
NUM. DATE
DESCRIPTION
7 5121%2010
DRAFTING REVISIONS
SHEET TITLE:
WATER & SEWER
DETAILS
SHEET NUMBER:
C905