SW7960617_APPROVED PLANS_20070529

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

... u _ , _ r -' '- - _ •..... _ s W 1 .. is Dui t,..'r t:3 _:�_ic�. � � ! ....
VICINITY MAP
o
26
N /F
HALSTEAD VENTURE
PARTNERS, LLC
DB. 905, PG. 307
ZONED HB
HALSTEAD COMMERCIAL PARK
PHASE lI
SITE DATA LEGEND
1. OWNER/DEVELOPER: TOYOTA OF ELIZABETH CITY, LLC
TOM SIMMS, OPERATING PARTNER EXISTING LIGHT POLE
1002 HALSTEAD BLVD.
ELIZABETH CITY, NC 27909
[phone] ElEXISTING DROP INLET
$ ❑ PROPOSED INLET PROTECTION
2. SITE LOCATION: LOTS: 14, 15, 16, 17, 18, 19, & 24,
HALSTEAD COMMERCIAL PARK.
a ELIZABETH CITY, NC 27909 QS EXISTING SEWER MANHOLE
ro 3. PIN: 8913034,41352, D.B. 794, PG. 506, P 121-50 yY� EXISTING FIRE HYDRANT
891303442336, D.S. 905, PG. 307, P 121-51
1
891303443328, D.B. 905, PG_ 307, P 121--52
®
EXISTING WATER SERVICE
�o
891303443399, D.S. 905, PG. 307, P 121-53
89130344-4359, D.B. 905, PG, 307, P 121-54
O CO
EXISTING SEWER CLEANOUT
891303445349, D.B. 905. PG. 307, P 121-55
891303446328, D.B. 905, PG, 307, P 121-56
BENCH MARK
4. SITE AREA. 1.96 ACRES (85.225 SF)
ZONED: HB
WV
pQ
EXI5TMIG WATER VALVE
5. IMPERVIOUS AREAS:
X 9.18
EXISTING GRADE
PROPOSED ASPHALT 58,835 SF- 69.03%
OPEN SPACE:: 26,390 SF-_ 30.97%
TOTAL SITE: 85,225 SF= 100%
r--TC 10.75
PROPOSED GRADE
6. DISTURBED AREA = 2.13 ACRES (92,595 SF)
7. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION
WAS OBTAINED FROM A RECOMBINATION PLAT BY EDDIE HYMAN.
8, NUMBER OF PARKING SPACES REQUIRED N/A
NUMBER OF PARKING SPACES PROVIDED = 158
9. LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS PLAN.
7.7 CHANGES MUST BE APPROVED BY THE ELIZABETH CITY PLANNING
DEPARTMENT.
LANDSCAPED AREAS IMMEDIATLY ADJACENT TO SHRUBS SHALL BE
MULCHED AND REMAINING AREAS SHALL BE GRASS GROUND COVER.
LANDSCAPE CONTRACTOR SHALL HAVE UNDERGROUND ELECTRICAL LINE
LOCATED- SHADE TREES SHALL NOT BE PLANTED DIRECTLY ABOVE
ELECTRICAL LINE.
LANDSCAPING REQUIREMENTS:
CANOPY TREES:
1 CANOPY TREE PER 2,000 SF TOTAL VEHICULAR SURFACE AREA.
58,835 SF/2,000 SF = 30 CANOPY TREES REQUIRED
CANOPY TREES PROVIDED - 33
SHRUBS:
1 SHRUB PER 500 SF TOTAL VEHICULAR SURFACE AREA.
58,835 SF/500 SF - 118 SHRUBS REQUIRED
SHRUBS PROVIDED = 238
j 10. THIS SITE IS LOCATED IN FLOOD ZONE "X" AS SHOWN ON F.I.R.M. PANEL
i 37208913001 DATED 10/05/04.
11. ALL UTILITY CONNECTIONS SHALL CONFORM TO THE CITY OF ELIZABETH
CITY STANDARDS AND SHALL BE COORDINATED WITH THE CITY OF
ELIZABETH CITY PUBLIC WORKS DEPARTMENT. EXISTING UTILITY CONNECTIONS
SHALL BE UTILIZED.
EX. INV. = 6.04 12. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
7.0
4.96 13, ANY FUTURE SIGNS SHALL REQUIRE APPROPRIATE PERMITS.
14. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION
81 CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM
75 EVENT. FAILURE TO KEEP EROSION CONTROL DEVICES IN GOOD WORKING
69 ORDER MAY RESULT IN THE ISSUANCE OF A STOP WORK ORDER.
22 15. THE ONLY LIGHTING ON SITE WILL BE TYPICAL PARKING LOT LIGHTING
PROVIDED BY THE CITY OF ELIZABETH CITY.
57 N 16, NO CARS SHALL BE DISPLAYED OUTSIDE OF THE PARKING LOT.
59 W
k
M.B. 21, PG. 44 & 45 A
8.7 x Gu C
ti
5 x -
9.00
x
8.75
8.
' � ti � 10
O-
C' +to
x 8.95
I,/
p F-`� * TC 9.7 rq
4t
2
95 ** * 101
* TC 9.85
10' TC 9.90
20' �/ f 158
/ 8.24
9.45
* TC 10.05
/ 4* 9.75 x8.92
EX. TRANSFORMER /
& TELEPHONE _
PEDESTAL (TYP.).
x8.90
10.00 90 _
44 85
O CO * -
6
C7
a.0o-
a
- 4 2-
�� O CO
cs
COIvC1
�Dcw
x8.07 � � Al
EX. SMH 'A" 1
RIM - 5.29
INV. IN =0.81
INV. OUT =0.78
/ x &90 ~ ~
fEX. yM1 -1
X 9.12
• / 1
I Xr
I•
I
/
1 /
150
N OTI FY
ULOCO
1-800-632-4949
FOR LOCATION OF EXISTING
U1><IIIES
DRAINAGE
DATE
WATER
DATE
SEWER Y
DATE
E&S ___
DATE
EXISTING ASPHALT
PROPOSED ASPHALT
(32) PROPOSED GINKGO
(Ginkgo bilobs)
! (230) PROPOSED HELLERI HOLLY
(,Elam creimto• -- Helleri:)
MT
ELECTRICAL TRANSFORMER BOX
p TELEPHO�DESTAL
EXISTING DITCH ` N /F
ELIZABETH CITY, LLC
TOP OF BANK _` _ DB, 794, PG. 506
LIMITS OF DISTURBANCE \ ZONED HB
IhY 2 j
rt�
150 US Hwy 158 E,
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
EAL �•.
�C1855�t5? =
,� ."c 1 NEB• C.
TOYOTA
OF
ELIZABETH
CITY
DD \ X 9.69 8.60
x x EXISTING FENCE \` \ .D9 k
TIE TO EX. PAVEMENT
Ix
y Y PROPOSED FENCE 8' CHAIN LINK � \ � CONNECT NEW FENCE V. � 9.70
TOP W/BARBED & RAZOR WIRE \ ` \ 3z TO EXISTING APPROXIMATE LOCATION OF
34 EXISPNG PARKING LOT / 9.02
- - - - - ' EXISTING POND TOP OF BANK � \ ` - -
x
63 r EX. INV. - 6.U4
DRAINAGE FLOW `
x
D.18 13 \ ,\ �X 10.18 �.,
TIE TO EX. PAVEMENT / k 10.0E
CHECK DAM ` \ ELEv 10.00 sz & N F
P ENTERPRISES PARTNERSHIP
-�-�P"ER111"T 8.7z\ \ 8.96t� , oo �. * 8 41 12 DB- 593, PG. 329
PROPOSED CONCRETE DRAWING �6 Q4 \ 29 ` 2S• O ZONED HB
t-J ' `X. INv. = a.9s `� N* ` HALSTEAD COMMERCIAL PARK
ASE 11
NOT F 1FASED FOR. t w
M.B. 211,HPG. 44 & 45
LAKE 3 5 86 EX. INV. $.04 \ \ x 8.6, _ ,� �� PASQ U OTAN K
N/F 24' * * X. 12" CPP �•'�
HALSTEAD COMMERCIAL PARK 7 93 `*" , , *"* �° V.IN= 5.5. CO U N I I
I V.OUT= 5.74
PROPERTY OWNERS ASSOCIATION, INC % �/ - * 8.70 .7 87 , 5. 4
DB. 624, PG. 648 ,40
ZONED HB �� ADJACENT
IN = 7.34 �>�n ,GAS��! - x BUILDING
9.00 y 8.65
s
EX. iN`J. 7.58 X 1 .67
5 8.75
---�`='--'------- 8�- x p 10'
8.75 1 �^1 ,, 10.31
75 x x x - x x x &99 x 8.95 TC 9.75 Rs. 20' y�
8.75 8.7525
�n a Z 71r
1 15 20 O 9.00�1 * * * x 8.79 45 7.09
x 9,1
E
9.00
24'
x 8.84
23'
11
140
10
X 8.99
I13O
EX. 15" CPP
INV.IN=5.86
INV.OUT=5.6,
120
x 8.01
TC 9.815 9 90
i
* 5'
R5' TC 10.05
SEE DETAIL
t GRAVEL
1 TEMPORARY
x 9-'3
t • SD
j
�
9.80 8.81 _
r
55
r
x 9.12 9.80 10' ,1
4 ! I I a� 7•-- - 10•
1 _ 35 BUILDING SETBACK_ - 60 10.00 ! O CO
*
80 19' _�t' O'T** x8.59 CZ Q A
�i\ 1
10.00�
` 24' GATE
SAD
NORTH
CAROLI NA
EX. 12" CMP
INV. = 5.65
7.77
5 EX. CURB INLET
75 GRATE TOP=6.93
INV_ IN = 5.65
INV. OUT -5.57
KEY PLAN:
65 % _ - * * * �� a CURS t7. - 10.00 75 70 Project #: 070249
% _ _ _ - ' - ,� Drawing #: 070249 SITE
2(' ELIZAB CITY
4''W WIDE x x DRAIN GE/UTI EA ENT 10.00 1fl• X x - , _ _ _ _ - - * * * * * * ! 87 Drawn: GMK
x 4' WIDE J * X `` T:B.M.--NAIL SET Checked: KDH
PEDESTRIAN GA - - _ - _ 15' LANDSC P SUFFER - - _ - - - - _ r PEDESTRIAN GATE ` �e *}� �� IN EDGE OF
- - - - *' PAVEMENT Appr ved: SC /07
] * 1M * 1M * 711� * * 1� * 71� * * * * * © C3 �►'� ELEV. = 7.34
Ex. DROP INLET �""�_ N`I EX, SMH "D" Sheet #- 1 OF 2
000 Qd RIM -7.83 RIM - 7.74 EX. CURB INLET
INV. IN = 3.94 GRATE TOP 7.Q3
O . IN
OUT 5.68 Scale: 1" = 20'
9.D7 4 t1 INV. = =5.69 INV. OUT = 3.71 INV= 5.53
INV. O= _
=552.77 R=775-01 �� -5 .r
4' CONCRETE SIDEWALK = a ¢ _ NV.=Ur 5- ` - REVISIONS.
I
NUM DATE
S�I�pgY - DESCRIPTION
1 5M07 REVISIONS PER
PLANNING DEPT.
..�� ,�.,. _.......� EX^" SANITARY SEWER .....�.,... �.... S �r VE � __
Y- - rr��fJ &TRC
r �
RICH BLVD(54'R/W)--=---
X$.1
EX. DROP INLET �- r WM = &41 SHEET TITLE -
NV.
= �
EX. Wk1 #NV. IN = 5.8G
r
8.95 EX. WM X. WM EX. W
---��
INV. OUT = 5.73 - � -
- = GRAPHIC SCALE
EX. SMH •'B"
- -
EX. SMH "C"
$_&
RIM = 8.23
20 0 10 20 46
-
NIV. IN 2.23
APPROXIMATE LOCATION
INV. [N = 2.92
'�- =
INVOUT = 2.21
OF EXISTING 8" WATER MAIN
INV. OUT = 2.89
( W FEET )
_ _
1 inch = 20 €t.
CURVE TABLE
CURVE
DELTA
RADIUS
TANGENT
ARC
CHORD BEARING
CHORD DISTANCE
01
1'23'40"
775.01
9,43'
18,86'
S73'13'55"W
18.86'
C2
642'09"
775.00'
45.38'
90.66'
S77'16'46"W
90.61'
C3
6"1
775.00'
44.38'
88.66'
S8354'32'W
88.61,
C4
6*33'14'
775.00'
44.37'
88.65'
N8932'30"W
88.fi0'
C5
6'33'13"
775.00'
44.37'
8&64'
N82*58'511W
88.60'
C6
633'10"
775.00'
44.37'
88 64'
N76'25'43"W
88.59'
C7
I 6'33.08"
775.00'
44.36'
88.63'
N69'52'51'W
88.58'
SITE PLAN
SHEET NUMBER:
,a
.T%--7I�JF?.L�!i------
�. ,1 ', r � � '� t1.•w ! •�, ,,. !: �: .. n , ;. .,, �.,� cr n�� �;�slr.ry 11
rl'rfl:ll<,�r1SL'C•tr r1 v rr�'r.a"!
1. 1 1 �}I��V. �, .1 r-i: �!i.: � ,.. ,i L'. •�s �., `.I+�i. -. l'1 �� `�firi.s,}.. :'�! r,l,'j s'I }Ili, Fr,

SITE DATA
OWNER/DEVELOPER: ABBY GROUP, INC
DONALD .LAMES
143-D RICH BLVD.
ELIZABETH CITY, NC 27909
[phone]
1. SITE LOCATION: LOT 39 - HALSTEAD COMMERCIAL PARK
RICH BLVD, ELIZABETH CITY, NC 27909
2. PIN; 891303449654, DB. 950, PG. 511
TAX MAP # P121-75
3- SITE AREA: 5.01 ACRES (218,089 SF)
ZONED: HB
4• DISTURBED AREA: 4.41 ACRES
5, IMPERVIOUS AREAS:
MQP9.�Q_ SITE
PROPOSED BUILDINGS
PROPOSED ASPHALT 89,55 SF = 19.67
PROPOSED SIDEWALK 89,3355 5F = 40.9%
ACE 6,654 SF = 3,057
TOTAL SITE: _
218,089 5F = 100%
6- PARKING SPACES REQUIRED: 207
AC1 AL PARKING 5PIACES:
P I 198
PARKING SPACES PROVIDED: 210
HANDICAPPED SPACES: 12
7. LANDSCAPING MUST BE INSTALLED AS SHOWN ON
THIS PLAN. CHANGES MUST BE APPROVED BY THE
ELIZABETH CITY PLANNING DEPARTMENT.
LANDSCAPING REQUIREMENTS:
CAI•IOPY TRFF
1 CANOPY TREE FOR EVERY 2,000 SF TOTAL VEHICULAR SURFACE AREA.
89,355 SF/2,000 SF = 44.67 CANOPY TREES REQUIRED
CANOPY TREES PROVIDED = 45
SHRUBS:
1 SHRUB PER 500 SF OF TOTAL VEHICULAR SURFACE AREA.
89,355 SF/500 SF = 178,71 SHRUBS REQUIRED
SHRUBS PROVIDED = 179
LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS SHALL BE
MULCHED AND REMAINING AREAS SHALL BE GRASS GROUND COVER
8• THIS SITE IS LOCATED IN FLOOD ZONE X AS SHOWN ON F,I.R.M. PANEL
3720891300J DATED 10/05/04.
9• THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION
WAS OBTAINED FROM THE RECORDED PLAT, TITLED "PHASE II, HALSTEAD COMMERCIAL
PARK", DATED 6/13/g6, BY MCDOWELL & ASSOCIATES.
10, EASEMENTS WERE TAKEN FROM FINAL PLAT RECORDED BY MCDOWELL & ASSOCIATES FOR
HALSTEAD COMMERCIAL PARK, PHASE 2.
11. ALL UTILITY CONNECTIONS SHALL CONFORM TO THE CITY OF ELIZABETH CITY
STANDARDS AND SHALL BE COORDINATED WITH
THE CITY OF ELIZABE
PUBLIC WORKS DEPARTMENT. EXISTING UTILITY CONNECTIONS SHALL BE UTIIL ZED.
12. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES
13, ANY FUTURE SIGNS SHALL REQUIRE APPROPRIATE PERMITS.
14. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL
DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO
KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN THE
ISSUANCE OF A STOP WORK ORDER.
15• DUMPSTER PADS SHALL BE SCREENED WITH 6' HIGH WALL MATCHING BUILDING
ARCHITECTURE AND ENCLOSED MTN GATE.
VICINITY MAP
HALSTEAD COMMERCIAL PROPERTIES
D. B. 624, PG. 648
ZONE: HB
1
1
, 1
NOTIFY ' t'co
UL0c0 ' o
AT !
1-800-632-4949 !
FOR LOCAl10N OF EXISTW6 ` !
UTILITIES / ` i CP
0
V 1
` 1
1
' 1
1
1 ERNEST L MILLER 1
D.B. 663, PG. 64
ZONE: HB
`[ LOT #40
t 1
` 11
1
' 1
16.40 1
�I
L
E
tt
0
UNIT 5
UNIT 1B
1,000 SF
UNIT 2B
1.250 SF
UNIT 4B
2.500
1,250 SF
Z6
UNIT 3B
SF
2.500 SF
p U L D G g
8.400 SF
FF=10.50
20 FT
25 FT
50 FT
50 FT
25 FT
HALSTEAD COMMERCIAL PROPERTIES
D.B. 624, PG. 648
ZONE: HB
LEGEND
A�
PROPOSED PAVEMENT
EXISTING PAVEMENT
PROPOSED CONCRETE
EXISTING WOODS LINE
BUILDING SETBACK
EASEMENT
EXISTING CRAPE MYRTLE
PROPOSED GINKGO (49)
(Ginkgo biloba)
MINIMUM 6" TO 8" IN HEIGHT WWIM A
MINIMUM CALIPER OF 2" (MEASURED 6"
ABOVE GRADE) AT THE TIME OF PLANTING
„�.r PROPOSED HELLERI HOLLY (365)
(Flex crenata -- Helleri)
MINIMUM OF 12" TO 18" TALL / 3 GALLON
SIZE AT THE TIME OF PLANTING
a PIPE BOLLARD
© CATCH BASIN
4 -
/ \
14
�. ® '',•• f4h `ate / , ti� \
UNIT 1D
1,250 SF1./60
UNIT 2D
` 1,250 SF / \
BLD
3,750 SF
FF=10.50 I /
f
UNIT 3D
ti��~ SaFr 1,250 SIF
0-1p / TOM S. & ,LOAN W. WADDINGTON
a //
UNIT 4D D•S• 628, PG. 311
1,250 SF / ZONE: HB `
LOT #38
PROPOSED oa /
4' SIDEWALK ,
LOCATED 2' OFF /
BACK OF CURB
-^ - GRAPHIC SCALE
30
0 15 30
LOT 422
LOT #21 1 IN 1 � � � '� � ` � FEET
_ r ( LOT #23 _ �� A \ I inch — ft.
r LOT #20
+ j f LOT 424
UNIT 11A
N
1,250 SF
nl
i
I
NI
UNIT 10A
1,250 SF
I
UNIT 9A
1,250 SF
UNIT 8A
N
1,250 SF
71
BLDG A
13.750 SF
N
FF=10.50
UNIT 7A
1,250 SF
UNIT 6A
1,250 SF
�+
UNIT 5A
U
1.250 SF
-ter
UNIT 4A
N
1,250 SIF
i
UNIT 3A
1,250 SF
UNIT 2A
1,250 SF
50 FT (TYP)
UNIT 1A
1,250 SF
Proposed
Site Plan
Commercial
Buildings for
Donald
James
Lot 39
Halstead
Commercial
Park
Elizabeth City, NC
KEY PLAN:
Project #:
070190
Drawing #:
070190-site
Drawn:
SMM
Checked:
KOH
Approved:
SCR
Date:
6.01.07
Sheet #:
1I5
Scale:
1:30
REVISIONS:
NUM. DATE
DESCRIPTION
SHEET TITLE:
SITE PLAN
SHEET NUMBER:

GENERAL NOTES: LAKE 3 20 Aye I
APPROX. TOP OF BANK = 9.5f 1 yy y LnTLlNE SWALE 0 1%
PERM. POOL ELEV. = 7.00 ? G% y yy INV.
(IN V. OU T = 7.00) 7,5
BOTTOM ELEV. = 1.00
PL TO BANK = 3'f 1 S \ ' Mt- #- 717
\ ��}¢� ' , FOREI �l",` • r P. SEWAGE LIFT
19 (SE'E DETAIL
SHEET 2)
LAKE 3
F ,,-' 0.72 AC. (w,arr`la SURFACE)
FOREBA)F15 1 7 \
- JJJ
J
BOTTOM ZL
WATER SURFACE D
10
TOP OF BANK r
(3' FROM PL)
DETAIL: LAKE NO. 3
GENERAL NOTES:_ LAKE 2
APPROX. TOP OF BANK = 10.0± NOTE. PROP. LANDSCAPED BERM & LAKE No. 2�
PERM. POOL ELEV. = 7.D0 r L F M PROPERTIES TO BE CONSTRUCTED BY 'CAROLINA VILLAGE"
BOTT
OM
OUT = 7.00) "CAROLINA VILLAGE' DB 575 PG. 826 OWNERS -- AS A PART OF THEIR f'RCJECT.
OTTOM ELEV. = 1.00 RICH, RICH, & NANCE HAS GRANTUb AN
WATER SURF. AREA = 0.81 AC. li -- Ba7 23, EASEMENT (DB 575 PG. 826) TO ALLOW
PROPOSED oil 1
��- FE7ASE o_- LANDSC. BERM ;ll _� - o-w (WITHIN 50' BUFFER) "45u�NE
rr----------------- r-»»»»-.,.___..._.. ......_-,.._•'___-_
LAKE 2 FOREBA x II
L______$QT19�_�_I,QQ-_____-- -- EASE. LINE_' !
JT I IZ� I� T L71 ,yam - 1
A,
LK WATER SU ACE= 7.00 TpP OF BANK o '
= LAKE l� I O =� ,O PROP. TEMP, RIP -RAP I
FILTER DAM (SEE DETAIL)
CONPNE TOR J IPE 41
DETAIL: LAKE NO. 2
PL ! ® '
NOTE: RADIUSES MEASURED i
_ 2D' EASEMENT 15'f -_.- .__..� PROP. LAKE (DETENTION POND) i ' FROM END OF PIPE OR
j (FOR DRAINAGE & 3'+ ,-- 12'+ -.._� STORAGE DEPTH = 1.5' (ELEV. 7.0 TO 8.S) DITCH O ELEV. 7.0.* 10,t
LAKE MAINTENANCE) 1 " EARTH �c
PERMANENT POOL = 6' DEPTH (ELEV. 7.0 TO 1.0) �� BERM Iz
3:1 SIDE SLOPES O MARSH �� ? jm
EXIST. GROUND ELEV_ TO.Ot)_ ---------
I VEGETATION�J I�
-- - ---- -----•-_ __-�_----------- ----
S70 G - - - --- - I _8QT14&_(1,00
4:1 _ w W
;
COLLECTOR SWALE AROUND LAKE WATER SURFACE (ELEV, 7.0)
PERIMETER - TO FOREBAY LOCATIONS f 1 w I
CHG. SLOPE - 2: 1 PERMANENT POOL (6' DEEP) 1 WATER SURFACE 7.0 w I
O ELEV. 7.0 BOTTOM ELEV. 1.0
� TOP OF BANK
C3' FROM PL) -
X-SECTION LAKE (DETENTION POND)
1 PLAN. TYP. EORERAY AREA
; SCALE: T '= TUG' HORit.----._._.__--
1 " = 5' VERT.
�StiA.
!
!
..... ..
.. BEG. RICH BLVD:......
.........
��
....
PROP.
c�
............
10
EXfST_ RICH, BLVD.,
rr - -
- - -----
I .r --
~L I
�. 12"
I
9$'
I
"' 4..... PE
� � • PI
.PI E .
.. PIP. E
j
I- 5
--
----
8
L. PROP, 2.SEWER ..
FOR.Cf. MAIN ..... ...
......"
ici.
71E TO E
SM1N.�....
U
I k"
x II 1
l
8X.
.. SFM"
iIu 3 .....?.
feria
1
�.
6ELOW !2` FES
i
1
184 LF
�.__
........
-
FOREBAY AREA TO BE PLANTED
AS MARSH
20' RAD,'_
TOP= fi. D0 -\ MARSH 10' RAD. w
PERMANENT VEGETATION
POOL = 7.00 " -
y �
01m
BOTOM = EARTI
ELEV. 1.0 = 1 BERM
PROFILES
PROFILE RICH BLVD. ------
'SIP -RAP
ELEV. 5.00
_
i
!
Lr`
oQ
Q
INLET (PIPE OR DITCH)
_ T ;
I rF r '� /� AREA i� `� L i I i I}i�
APPROX. 6` BELOW TOP
TOP OF DITCH BANK OF DITCH BANK
(EXIST OR PROPOSED) s- (MAX HEIGHT = 24')
CLASS `B' STONE '
PROP. GRADE OR
EXIST. DITCH
SECTION
TOP OF DITCH BANK
_ (EXIST OR PROPOSEDj�,
CLASS "B' STONE
LAYER OF I WASH
STONE O 8 DEPTHXI z� . ,'«`• , ?�
DRAINAGE FLOW
PROFILE
NOTE: THE SEDIMENT SHALL BE REMOVED FROM UPSTREAM END
OF THE FILTER DAM WHEN IT ACCUMULATES TO 1/2 THE HEIGHT
OF THE DAM.
THE FILTER DAMS SHALL BE LEFT IN PLACE UN71L THE GRASS IN
THE DITCH HAS MATURED SUFFICIENTLY TO PROTECT TFJF BOTTOM
OF THE DITCH FROM ERODfNG.
[0�
SE£ 'SITE PLAN' FOR LOCATION
OF PROP. RIP -RAP FILTER DAMS
RIP -RAP FILTER DAM DETAIL
(NOT TO SCALE)
AEASUFES
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE
REQUIREMENTS OF THE EROSION AND SEDIMENT CONTROL STANDARDS
AND SPECIFICATIONS OF THE DEPARTM04T OF NATURAL RESOURCES
AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROWDO 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 W1TMN 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 WATER-
WAYS. DRAINAGE DITCHES, WALKS, DRIVES ROADS LAWNS AND STREAMS
SEEDIM 8c*1E_
SEED MIXTURE RATE OPTIMUM PLANTING
OATES
1. KENTUCKY 37 TALL 5 L6/1000 S.F. MAR. 15 - MAY 07
FESCUE AUG. 15 - OCT. 15
2. PEARL MILLET 2 LB/1000 S.F. MAY 01 - OCT. 01
3. COMMON BERMUDAGRASS 2 L9/7000 S.F. MAY 01 - DUNE 30
(HULLED)
4. FESCUE 5 1.0/1000 S,F. OCT 15 - MAR. 15
DETAILS
END RICH BLVD.
STA. 17+­66.7± eP
-'
.
1
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� z.....i
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✓37 LF - s3' SS
-�..
IN.V=,2.06
...........
275 LF
............
SS---
..........
..,..
........
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....,.......
�' z..........� ........
L, .
k !
- _
-
- --- 214
_
8.. _SS -
-
4
- 286 LF - a'
SS - -
- 209
0+00 2+00 4+00 54-00 8+00 10'+•00 12+00
r
SCALE: 1-= TOO' HORIz. PROFILE BRYON CT
1 " - 5' VER T.
BEG STREET BRYON CT. EN STREET_LBRYON T;
STA.- '0•f 0 .(��..EWJ STAt- 4++1:31- R.-P.)• .. , .�y .... -1..... {
_ 0, � -BG .= .29.71) ..... o } . �, . °1.P .. ...... .......
r...... ............... ; A II
' I HALST•E G BLVD. I \ I STA. 0 16.85 R/W) � PROP. TOP OF CURB ao �I .. ... f
0
u
uz � }
I
l
®, EXIST. GRGUNt? . ..... o. z � .. 11,..E y1'y - END 6.. 'NO' ,
'I O Vim,
4-
MIN. $
SEPAR. .
Z. F4
--
SCALE: 1. ^ 100' HORIZ. PROFILE (SMH# 4 TO SMH# 6)
RICH BLVD. ALEXANDER CT.
.....{so. R .. ........(A. (ALONG, HALSTEAD RIM
...L............................... ............... .........
....r......;
........,.. L .............. ........ ...�...i.....1
EXIST. GROUND i
R 1 '
'I !
s w�J
...... SMH 5 I V. 4,40 f ...
JNF/= 2.64 1 iNV= 3.54
LF 3' DUCT. IRON SS 200 L I
�-y 0 LF- 8 S✓
V
10-
TEMP. GRAVEL CONSTRUCTION EM7q
NOT TO SCALE
TEMP. GRAVEL CONSTR. ENIR.
TO BE A MIN. OF 20'W X 50'
LONG - USE 2'-3' WASHED
�q TONE AS MAT'L
I. SEE THE SITE PLAN FOR LOCATION.
2. THE GRAVEL ENTR PAD SHALL BE INSTALLED AT AN 17EVATION
THAT WILL ACCOMMODATE THE PROPOSED GRADE/ASPHALT.
J. MAINTAIN THE ENrR' TO PREVENT MUD FROM BEJNG TRACKED ONTO THE EXIST.
-- -- ROADWAY. (REMOVE ANY MUD IMMEDIATELY FROM THE EXIST. ROADWAY)
SEQUEMS -
(1) INSTALL THE TEMPORARY GRAVEL CONSTRUCTION ENTRANCES PER PLAN.
(2) CLEAR & GRUBS THE APPROPRIATE AREAS AS SHOWN TO BE CLEARED.
(3) EXCAVATE THE NEW DITCHES, SWALES, AND DETENTION POND W/ OUTLET PIPING.
(4) INSTALL ALL THE PROPOSED EROSION CONTROL DEVICES AS SHOWN ON THE PLAN.
(5) INSTALL ALL THE PROPOSED UTILITIES (WATER & SEWER),
(6) EXCAVATE THE STREET X--SECTION, AND INSTALL THE PROP. C&G AND
THE REMAINDER OF THE EROSION CONTROL ITEMS AS SHOWN ON THE PLAN OR'
AS CONDITIONS WARRANT, & SEED AND FERTTUZE ALL DISTURBED AREAS.
INSTALL ABC STONE BASE & ASPHALT SURFACE.
(7) MONITOR THE EXIST. EROSION CONTROL ITEMS -REPAIR /OR REPLACE AS NECESSARY.
(8) REMOVE RIP -RAP FILTER DAMS ONCE THE VEGETATION IS ESTABLISHED.
PROPOSED BUFFER
45 �f 18't- - - �. 50 8' _ �i� ±
- - --+-
5' WIDE TOP j
PROP. GRADE
o z51
Op�C I
PROP. BERM=� I
_._-------- 41't--......__..-----_.._..._
(RAISED BERM) EXIST. GRD. ter'
X-SECTION EARTH BERM
----------TOP WIDTH VARIES -'--' --
(8' - 20'±)
(SEE SITE PLAN
4.1 SLOPES (TYP.) FOR LOCATION)
EXIST. GROUND Y _
---DEPTH VARIES
GRADE POINT (SEE SITE
I PLAN FOR ELEV/SLOPE)
X--SECT. (DRAIN SWALE/DITCH)
- 5_-_
14+00 s 16+00 16486,54
SCALE: 1'= 15D' RIZ. PROFILIE (PUMP STA. TO SMH# 8)
15' VERERT. PROFILE ALEXANDER CT. ' =
PROP_ SEWAGE LIFT STATION T-.._-?.. PAD. PT. ALEX. CT.
BEG ALEXANDER ,C7. , . 3 .. ,�- :.- -.. T-_-
TOP ' EL'EV 1 n. SG .......... . ............... . . . ..... RICH BLVD.......... -
INY..ELF-V D,50 .. , . . , ................ (50'. R,IW) ......... STA. 7+00 (EXIST EN7R.) . , - (FG = .ID.33) .
BOT•TOM ELEV. _ (-)3.25 ..... ..... ( I�I
STA.. 0+29', �4 (R/W) f . �1'�? .r --PROF; . TOP .OF C11RB - -
O
,
1 0 EXIST GROUND i 6 I cr OIc'
i
...... ...... Tc SPI ....
U II
= 1o.Do
!... '.I� ! HALS D BLVD.
i
1..... ...... 0 - + - - - -
I c� 7I I, (i50' III i EXIST GROUND
wm
SFw
II.I I'
i INV= 4.,2 s
-
'
INNVtt UTA. 2t- LOCKABLE ALUM. HATCH
WET WELL -- 6' i (MIN. 48" X 30-)
LOCKABLE ALUM. HATCH
/ (MIN. 36, X 30")
r - 5'1 --GATE VALVES(2-)
PLAN -VIEW it O I 2- / 2" UNIONS
} \ � 2- SCHj� PVC SFAd
% r
CHK. VS(2-)
PROP. CONC, VALVE BOX
_ INSIDE DIM. - 3.5' SQUARE-E
t-- BOTTOM - 6' DEPTH CONC.
WALLS - 8' CONC. BLOCK
Tl7P 6' THICK CONC. w OCK.
�-` HATCH (36- X 30-) --
NEMA FIBERGLAS PANEL
(NEMA 4X)
ELEV. TOP- 10.50
14+00 s 16+00 16486,54
SCALE: 1'= 15D' RIZ. PROFILIE (PUMP STA. TO SMH# 8)
15' VERERT. PROFILE ALEXANDER CT. ' =
PROP_ SEWAGE LIFT STATION T-.._-?.. PAD. PT. ALEX. CT.
BEG ALEXANDER ,C7. , . 3 .. ,�- :.- -.. T-_-
TOP ' EL'EV 1 n. SG .......... . ............... . . . ..... RICH BLVD.......... -
INY..ELF-V D,50 .. , . . , ................ (50'. R,IW) ......... STA. 7+00 (EXIST EN7R.) . , - (FG = .ID.33) .
BOT•TOM ELEV. _ (-)3.25 ..... ..... ( I�I
STA.. 0+29', �4 (R/W) f . �1'�? .r --PROF; . TOP .OF C11RB - -
O
,
1 0 EXIST GROUND i 6 I cr OIc'
i
...... ...... Tc SPI ....
U II
= 1o.Do
!... '.I� ! HALS D BLVD.
i
1..... ...... 0 - + - - - -
I c� 7I I, (i50' III i EXIST GROUND
wm
SFw
II.I I'
i INV= 4.,2 s
-
'
INNVtt UTA. 2t- LOCKABLE ALUM. HATCH
WET WELL -- 6' i (MIN. 48" X 30-)
LOCKABLE ALUM. HATCH
/ (MIN. 36, X 30")
r - 5'1 --GATE VALVES(2-)
PLAN -VIEW it O I 2- / 2" UNIONS
} \ � 2- SCHj� PVC SFAd
% r
CHK. VS(2-)
PROP. CONC, VALVE BOX
_ INSIDE DIM. - 3.5' SQUARE-E
t-- BOTTOM - 6' DEPTH CONC.
WALLS - 8' CONC. BLOCK
Tl7P 6' THICK CONC. w OCK.
�-` HATCH (36- X 30-) --
NEMA FIBERGLAS PANEL
(NEMA 4X)
ELEV. TOP- 10.50
--LOCKABLE ALUM. HATCH /r-EXIST./PROP. GRADE
SCREENED PVC VENT
FLOAT HANG
A
I
u u
` �r
�I
I
'
M
WET WELL-
(CL III, RCP)
c�
!f
-
-
-
U c�
--.. - --._
-- '- --
-.
-
ASM C76
I
6' WALL THICK.
I
NOTE: ALL INTERNAL HARDWARE, NUTS. BOLTS
(MIN. 3500 PSI CONC)
I
BRACKETS, PUMP REWOVAL CHIN, GUIDE RAJLS.
GUIDE WAIL BRACKETS ETC. SHALL BE CONSTRUCTED
OF A NON --CORROSIVE MAPL (ALUM.. STAIN. STEEL
8" DUCTILE IRON lNFL
j U
I
;
!
OR PVC - NOT GALV.)
0.50) _
I
_DUPLEX SUBME]is. GIirNOfJ2 PUMPS;
N
(SEE-SPECIFICA TIONS)
MERCURY FLOAT SWITCHES
HYDRAUL SEALED DISCHARGE
CONC. FILLETS
FLANGE
#5 BARS O 9- EW.
CONC. BASE STONE BEDDING (8- DEPTH) - -
(9- THICK - 3000 PSI) FLOAT sETT1NGS EL EV
SECTION
8' INFLUENT = 0.50
ALARM/LAG ON = 0.00
LEAD PUMP ON = (-)0.50
PUMP OFF = (-)1.75
FLOOR - (-)3.25 f i
SEWAGE
PUMP
STATION DETAIL
NOT TO SCALE -
" �
PROP. 2SCH. 40 \ �� B, PROP. 20' EASEMENT
FORCE MAIN TO EX. - FOR SAN, SEWER, SFM
SMH - 36' MIN. COVER �'� \4 AND POND FOREBAY
`fC \ MAINTENANCE
®ry0 \
� PROP. GRAVEL DRI'rF
i I 12'W X 30' LONG
I Iz \6' ABC SURFACE
PROP. LIFT STATION IIm
SEE DETAIL ABOVE FOR 10 `ao \
ELEVA DONS G o
C&G
DETENTION POND
�G PROP, CURB CUT
,' ��• I m �' S? o B,
FOREBAY AREA 0
------- I
--� I ��' CbNTROL
RI A i PANEL .68�2 SMH 2
WATER SURFACE
(ELEV 7.00) I s" SrORy oq�/
l N CURB BRYON CT.
25.00' - INLET _ RAD. PT.
- --- L
TC 9.50
1 (PROPOSED)
SITE TO BE DEDICATED TO THE CITY OF
ELIZABETH CITY
SEWAGE PUMP STATION SITE PLAN
SCALE: 1" = 25'
PROFILES AND DETAILS
PROPOSED UTILITY & STREET IMPROVEMENTS
�. I�
r
6 d rr
U UQ�� !'��� L �!1 It
1= 0R
RICH, RICH, & NANCE
A N. C. GENERAL PARTNERSHIP
f� 1, :�Q.�,.�ES�o• li�� CITY OF ELIZABETH CITY
7 PASQUOTANK COUNTY, NORTH CAROLINA
N D 5 I DRAV�lN EU H EC
6o "�� A� DAB G 'KMcDOWELL & ASSOCIATES. PA
'AE
CJ ti
DATE ALE
(;SG
� ,•` 'LLD bAD2-2 5---30-96 AS SHOWN
PRO.; NO FILE NO SHEET
E4098D2 8-100-- 2 „F 2

r
z
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AI
!
4
f
LEGEND
•
r:,
•
d
f
r 1iv , >';,1
A
'
rrwwr N,� r i
RltW--IT--OF-WA.Y I._ANaSCAPP C7E7AIL
� � r
�.- C
i
BU1 LD TH;S PORTION OF DRIVEWAY PAVEMENT
ONi_Y AT LOCATIONS WHEN DIRECTED
*SiD['WAL.K TAPERS DOWN
5' BACK FROM DRIVEWAY
WIDTH OF DRiVFWAY
I •s�DEWALK � � �� � '� ` - ♦ ` �,��� *�:IDEW..L� � �
OPTIONAL �\ \ \ �, ♦,\ ♦ \. \ \ �OPTI,ONAI
UI �IPAtE. CURB _ - 1 � ••�, �,V � � � ♦ � -- — ISIF'AfE CURB_-
BFTW'EEN THESE LIMITS \ `� A �� �. �� BE: ITc
\ THESE , IM
� I F
\ ♦ RAG!3 0 0
AS SHOWN ON PLANS \ \ `. ♦ ` , \ \ �, AS SHOWN ON PI AN
O GRASI
7 �REJA
> �CURB - / / / / / r CURE
LLj
%2" LXPANSICN JOINT '� 1 F,-XPANS!ON O€NT
51RLET PAVEMENT
I
I
f
j
PLAN DETAN_ OF DFIVEWAY
iA RI AM�
t
(2) 24" #5 REBAR PINS
8'x6' PRECAST WHEEL STOPS
2" TYPF S9.5B ASP-A[T SURFACE
/ - 6" ABC (98% COMPAC;Ti')'J)
S COMPACT SUB BASF -
TYPICAL HANDICAP
PARKING SPACE
(100% COMPACTION)
TYPICAL PAVL'M➢ENT SECTION ARID WHEEL STOP DETAIL
NT5
C) LOP [)RIVE. WAY CRADES)1 -
!
iAPIABL E
-- 1 4VFMENT
RADIO' 3' 0' OR A`:
SHOWN ON PLANS
DRIVEWAY TPIJPNOUT
U - THIS FOR(_
H I-L 1014 OF DRIVEWAY
PAVE. M[ N' ONIY Ai I OCA7i0N5
Wr'.E N D!RF:CIE D
SECTION -C_- C
NOTES
OWNER
6 & B Vf NTORE s OF NORTH CAROI INA
400 '� WATER `jQEFT
F L_IZABFTrf Ci1v, NC 27909
J,:vELOPE,R
`,UNfrISE BAY DEVEi 0PMFNT, [ LC
L1N;1ED COUNTRY !;L}r_1N1RY NFA, Tr
NAGS HEAD, NC 27959
252.--449--4001
2. PROPERTY BEING DEVELOPED DF SCR[BE D AS LOT 41 OF
PHASE II, HALSTEAD COMMERCIA!... PARK AND BEING RECORDED
IN M.B. 21, PG 44-45 OE THF- I'ASQUC_ANC' ,,('; r l
RFGISTE:_R OF DEEDS
3. CURRE.NT ZONING HE.T
4 PASQUOTANK COUNTY PARCEL# 891303445600
1AX MAP V 121. PARCEL /7
6. PROPERTY 1.0CAIED IN A E I.00D ZONEX AS SHOWN
ON FIRM MAP #3 70185 8913 J, DAM' OC'( ), 2004.
(SUBJECT TO CHANGE BY FF.MA;
7. DEVELOPER INTENDS TO CONSTRUOT A Via, 7' 4 SQ. FT.
HUILDING WHICH WII.1- BE USED AS AN OFFICE FACILITY.
THE EXISTING POND, I-O(.ATFD AT THE RFAR OF THF.
PROPERTY, WILL. BE HULKHLADED TO ALLOW MAXIMUM l- SE
OF THIS LOT.
8 ELEVATIONS SHOWN HFRF.ON ARE NAVD88
9. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND.
10. AREAS SHOWN ARE BY COORDINATE METHOD.
1. IMPERVIOUS AREA.
LOT AREA:
TOTAL = 18,198 SF 10.42 ACRES
IMPP�RVIDUS. AREA.
9UIL'JI":C - 1,n5 SQ
PAVING = 8,505 SQ. FT.
-ONCRE-TF W41 KS ... 213 S!
F0'AL IMPERVIOUS AS ',-)H0NN - 1',;6,j (70%;
IPARu.INC CALCULATION',:
ONF SPACE PFIR 250 SQUARE EE1`1 OF GR{,`,`, I; tijOF; APEl
GROSS F ! OOR AREA -- 5,714 SC)UAE r f r
PARKING SPACES RE:QUIRLL) : 2.5
PARKING `;PACE-, PROVIDED - 23
73_ 1HERE ARF NO DLI INLATI-.D WF i[ANDS ON FHIS PRf);,,' •?TY
14. AREA 01 I)ISFURHANCF. 18,`J8 ';F {:: 4z, A:;
15 RL F USE DISPUSAI SHAI. !- t) EIL IZE RO! 1, UU 1 CANS_
16, SILT FL-NCE 10 HE INSTA! [ E U ARC)UND PER!ME TE F OF ENTIRE
S?TE.
12"
CT
1' 0"xl' 6%.080" ALUMINUM HANDICAP
PARKING SIGN SIGN TO READ "RESERVED !�
PARKING" WITH IDENTIFICATION SYMBOL,
BOLTED TO STEEL IUBF WITH 318" CADMIUM
PLATED BOLTS, NUTS AND WASHERS.
,;ORNER RADIUS
7
0 c ?006 Y)
HAIC CAPPED PARKhG &QV DETAIL
REGA.Rir r , O; AGE, ;=i_' -�.CCI SS BC.F SLaC.E a
SHALT HE. IDENTIFIED ?Y AB.)VECROUND 7I(INS
ONLY (SEE. N C: G,'S.) 1
1, NFW 50AC'E. S SHA! [ NOT IJSE_ CPO,jND PA N TE D
SYME?f� _a-
Hi it.
NECESSAR N07 Pr.)U RE [i
4. STRIPING `; WH 'E UN DAfrk
ON L.IGHT P4 LMt
5. UONDITIOV 1 F'f `)t SIR AN NATH DU"
1NDE:R OR P,ROUND SIGN CONDIrI )N 2, PEDESiRiLN
PATH GC '� F Y UNDER, OR AROUND
6_ STANDARL3 SIGN C;>`); BURS, HACKCR },}NO ,>✓NITE, '
T'ERING/HC%RDER CREf N ;I;RE Wr!11E ;rN
(>3
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SCALE:
" = 10'
SHEET:
OF 2

MIN_ COVER
3'-0" (TYP.)
MIN DEPTI1 2'- 0" BENEATH SWALE
(IF SWALE PRESENT)
* 3/4" DOUBLE. -- STRAP SERVICE
SADDLE (DRESSER OR SMITH BtAIR)
STANDARD END
CONNECTOR
R/W LINE
MF=TER BOX
LID
BRASS CLAMPING DEVICE
Lai \_ 5/8" POLYETHYLENE
- WATER METER WFTH YOKE
3/4" CURB STOP
"— ALTERNATE
- PLASTIC - CTS 3/4" OR 1 "
TUBING - 200 PSI
* SADDLE REQUIRED IN ALL LINES UNDER 12" FOR
3/4" OR 1" COMPRESSION FITTING OF --' D.E. CLASS 50 AND ALL PVC LINES REGARDLESS
SIZE
CORPORATION STOP AS REQUIRED
WA l E SE I/VC DETA Lr
NTS
STD. 840.16 FRAME
& GRATE
4'-0" � 3"
4"
�—
3"
3 —�
3"
i 3„
l—`
1
_
t—
6
— 3'
t
2, 0,.
I
2" WEEP
3'-0" 3 -0
1' 6"
�
HOLES
0
0
SEE NOTE
6"
PLAN
DOWEL
10-3/8" DIA. WELDED STUD
NOTES
ANCHORS 8" LONG (4" + 4"
ANCHORS PIGGYBACK = 8")
1.
CLASS B CONCRETE TO BE USED THROUGHOUT
2.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4
BAR DOWELS AT 12"
#4 BAR
CENTER, AS DIRECTED BY ENGINEER
3.
TWO 2" PIPE WEEP HOLES TO BE PLACED AS DIRECTED BY THE ENGINEER
12"
4,
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM
SLAB
5.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD
TO BASE AS SHOWN
ON STANDARD 840.00
6.
A STONE DRAIN CONSISTING OF 1 CUBIC FOOT OF NO, 78M STONE
CONTAINED IN A BAG
DOWEL
OF POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOLE
7.
ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2" ON CENTERS.
STEPS SHALL BE IN ACCORDANCE WITH STD. 840,66
CONCRETE DROP INLET
NTS
44-45
ap
3/8" DIA. X 8"
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7 S{IACi F Nr 7F(( C17Y OF tllZAF3E CITY" n
1 ) I `< �/, n / `"� 1 -7 (-0 /W' ," I % `,( ,.TC -r r E; PERMANENT EASE-ME(N7 20 IN W?[)TH. CENTF_RfD ir)N Thlr:
n e Q I[ 1 `fy �io " I W,` F DGF S r1- VfTJr, A 4' AMP` F i lNDERGROEIND L[f "IRIC SERVICE LINE FROM TFi! I_Yf_ T :-F+' : ATWF4 SFiAt I (:() r , rr.:t "1
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MONOLITHIC SIDEWALK W�CURB EXIST (_(1NC 5F'rLfQU= , 1 > �, \� °" f 4' ,` ( _ . -.
\----_---.___. .__--_.--- --- --------._-.__-.-'-----._ J f W,� RIPRAP (INV 9-St) 1 .... _.-f. `. - ,// (, 'i.'�`5� C r:/ ,: ��J rI �� / P r -A / _ (1 _. �.: 1 ,T'-�...\€ F'R(7P{ r,'ze�(_ (:CAN`:r f ^1fltArr!".f r.:,:
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37 \ i 4� .) /!' l: ( f l U11 , Ii ,5 SHf f
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o _ \ ii
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I /
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I COWER EXIS r. H2 P - RAP CP SPILLO(17 -_ --- - -- _,- 3 ( 1 .• 7 y �<v �f Q " "I I (J { s r l'll 1 - — - - v�_ - - ..,__ _ --
I _ IJ.a rc r % ; - � t /
I FZC)ANOI: J4VE
SC) TOP OF RrP- RAP 15r L USH W'. - ,,J �_ �' �__ ...._-- � � ` L<
Ttif F I.OWLINE OF SPiUOU I - �� 10.00 1( �..- �N cacc - .- `..`p• spa p 1 %I1,1, \� I % GRAc)F �wALE. r� (;PEN 7 r AF IFS (L IC,' ® (:uf?B
- _, f -� ff v // {i ORA7ES ALONG CL Or' F'lP(� - I---- r( > ;k M [_ W
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TONY'S I t A�_IQN i rLX aEWFR R 4;4P,o �(a S I Ili ! T1 4 x/� qC �i F![L (P! AN1'ER AREA; - --_ _...__1_
RESTAURANT & PIZZA (LFANUI)T _ _ - _`
/'� I
F 1 i i SPEW£f1OIN / ?IF 1 EO G� LO 40�' �� �r� �� /� X "T AA �r - O 5' i_G't PAVE 41?GF Pd
�.A F I L L
III,
.__ 4 SOL �\ y w Y_ , / DESCRIPTIONS OF (?ilNi) I 3 L,I
! I n - IIV4- -�, R I 1 , 1:' A�' I "OFFSITEn f xIST_ ti' L F F )F' L'ItOP ) v,,J ...
''I I ,- I j �"/: Cq `...` `\ ®a h < r-.( ,: HONF / ` / i r WORK ITEMS �•- W , .,^-_ " rf1? BA ;F MA T'L
I I 11 >>r i ()/ �q"r V`[/\/I, " E �`�AY /.4./ ! 11 I M 7 I NEW 10 f sF'+(;Fl �iit PLAN
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j 1 ] % `. / 20' WIDE , �?' _�( PHONE .F I _ !
1 ♦ O / l / PERMANENT � 1 y #1 ^..�11 / .-,, I--r. 'iGNA( BOX \_ -) (h' HK OFEXIST /FPof`-, C.IJR17;' _ --__ -_ --._- -. _._. -._ --.
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PROP. PAVEMENT NOTES: ' //i- k _( �N
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ON'
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OWNEn FOR THPCKNf:SS, FINISH. & i YF't I, X!._ , 1 / ry�Gro C , �� Il r �r A� � / , �3� Wlfr: 1 L. ?n frJV li � �j Ir ( r1,I i:,�:
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o a "� .. A ni,. _�.� % 0 �/ PROF r i1RP. ! SL r)F'f F
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ALL. OFH R PAVED AREA-1> ri.' ' J I 1 i - -_ _.- I-"--.. - 1075 , CW � /r� `x., f
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I I I i PH � �� /• %11M (T(: 1 t l.t: ti )
A. ) MIN. I- • ROOTMAT REMOVAL (CONC- At SO) I j .I)v . . 1 ` / 0 fi'', r�K-), / / E X 4--S f E3 !_ -CH I < - 1 UJ . , Rf< r)F C:URR T O PL a Oi) 1 '
I I EXIST. 6" WA 1 ERE INE , WT. F?AMf' L - -, L,
TEI.,- (,il 9R IC ,/ + (INSTALL Sf (3 TRAP !)URDNC CC)N'S-r) F Fi1.4,
t3. } SAND E�ACKFILL .4S F. LF. V RE I�UIRE TF L f'f i) SECT. PED " ! {
t XIST. I? _)NG .. I
C. ; �., .ABC .NONE c 1. Q 01 f� ,_.._ i ' , � i i 1 a / -�r5' ) PRC)F' tl) I ; F3" PIPE RF: o,[? .$_- y - �,_..__.
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tl } 2" :TYPE "h!" ASPHALT P�EXJI,.L.O(1 T �\ 1 10 45 �.- I �" 10.05 f, XIST. CF: ASSE F7 SWAL L: 0r +.0 GW N Pam/ % r 1 ` j / 1 \ C. WM R i?if ,1t: t11A, ,^,1 1„NMF rf Tl
F ) -- SURF AC F ASPHAI T ( TYPE_ 1--2) 1 // � �� ( �-'� JB r� - �/ ! �. 1 i-. WC RAMF PROP DROP INi-E 7
_ -.. ..:_-_._.... - - __ _ _ __ - ..._ ,,/ �.. -END OF Ex. 30" RCP (,AvVN t ,1D - - - ..- _ ..... ... . ...-.- ..... ..-- .-._, .._
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RAI) _5654 58' ~_. ____ � y' _,
___..._ . ______ =_ �_._.ry,& _.-
EXiST R%E-' RAP 0 LNO 1
INV 50" P;F'E- = 6.70
I � .. /
F71M (I_f V. 1480 :NV 6.95i
X-°SECT. O� (IMPROVEMENTS ALONG ROANOKE AVE. }
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ELEV. = 12.77
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IN FEET '' 30" RCP (DOT TU 840,75, 84C i6 CRATE)
/�O RIM ELEV, 9.80 INV 6 7()f (FX.) _ ..... _...._._....--.------. .... _..._
NOTE: MOVE THE EXIST. RIP --RAP TO
1 inch r. 30 ft I. THE INLET END (FES)OF FHIs SYSTEM X-::!ECT 01: PROP. WALK ALONG HALSTEAD FRONTAGE
I (W;TALL SED TRAP DLJHINC, CON57_,
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PLAN
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03-03-00

SITE DATA
OWNER/DEVELOPER: ABBY GROUP, INC
DONALD JAMES
143-D RICH BLVD.
ELIZABETH CITY, NC 27909
[phone]
1 • SITE LOCATION; LOT 39 - HALSTEAD COMMERCIAL PARK
RICH BLVD, ELIZABETH CITY, NC 27909
2. PIN: 891303449654, DB. 950, PG. 51,
TAX MAP # P121_75
3. SITE AREA: 5.01 ACRES (218,089 SF)
ZONED: HB
4• DISTURBED AREA: 4,41 ACRES
5. IMPERVIOUS AREAS:
PROPOSED BUILDINGS
PROPOSED ASPHALT 89,355 SF = 19.97
PROPOSED SIDEWALK 89.355 SF = 3.05%
ACE
6,654 SF = 3-OS%
TOTAL SITE: 7 =
218,089 SF 100%
6. PARKING SPACES REQUIRED: 207
RETAIL)
ACTUAL PARKING SPACES;
198
NG SPA
PARKICES PROVIDED: 210
HANDICAPPED SPACES: 12
7, LANDSCAPING MUST BE INSTALLED AS SHOWN ON
THIS PLAN. CHANGES MUST BE APPROVED BY THE
ELIZABETH CITY PLANNING DEPARTMENT.
LANDSCAPING REQUIREMENTS:
APY TRF -
1 CANOPY TREE FOR EVERY 2,000 SF TOTAL VEHICULAR SURFACE AREA.
89,355 SF/2,000 SF = 44.67 CANOPY TREES REQUIRED
CANOPY TREES PROVIDED = 45
SHRUBS:
1 SHRUB PER 500 SF OF TOTAL VEHICULAR SURFACE AREA.
89,355 SF/500 SF - 178.71 SHRUBS RFQUIRED
SHRUBS PROVIDED = 179
LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS SHALL BE
MULCHED AND REMAINING AREAS SMALL BE GRASS G'POUND rnvgp
8. THIS SITE IS LOCATED IN FLOOD ZONE' X AS SHOWN ON F.I.R.M. PANEL
3720891300J DATED 10/05/04.
9• THIS IS NOT A BOUNDARY SURVEY, BOUNDARY INFORMATION
WAS OBTAINED FROM THE RECORDED PLAT, TITLED "PHASE II, HALSTEAD COMMERCIAL
PARK", DATED 6/13/96, BY MCDOWELL & ASSOCIATES.
10. EASEMENTS WERE TAKEN FROM FINAL PLAT RECORDED BY MCDOWELL & ASSOCIATES FOR
HALSTEAD COMMERCIAL PARK, PHASE 2.
11, ALL UTILITY CONNECTIONS SHALL CONFORM TO THE CITY OF ELIZABETH CITY
STANDARDS AND SHALL BE COORDINATED Oy TH THE CITY OF ELIZABETH CITY
PUBLIC WORKS DEPARTMENT. EXISTING UTILITY CONNECTIONS SHALL 13E UTILIZED.
12. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
13- ANY FUTURE SIGNS SHALL REQUIRE APPROPRIATE PERMITS.
14, CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL
DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO
KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN THE
ISSUANCE OF A STOP WORK ORDER.
15
. DUMPSTER PADS SHALL eE SCREENED WITH 6' HIGH WALL MATCHING BUILDING
ARCHITECTURE AND ENCLOSED WITH GATE.
VICINITY MAP
HALSTEAD COMMERCIAL PROPERTIES
D.B. 624, PG. 648
ZONE; HB
4A�E 2 LI
}
Z
NOTIFY
U _0 �+
AT i Z \ a
-800-s3�-4� 4]9��
0
FOR LOCATION OF EXISTING
UTILITIES yr
1 '
1 ,
l ` ,
1
i
ERNEST L MILLER ,� I
D.B. 663, PG. 64
ZONE: HB-�'
LOT40 I rJ
Il
l
BLDG B
i0.17
8.400 SF
I
FF=10.50
9.8
9.8 9.
35
•35
10.3
159 LF 20"x28"
�
HALSTEAD COMMERCIAL PROPERTIES
©.B. 624, PG. 648
ZONE' HB
v � �
BLDG C'`,�
13,750 SF`A 9.98
FF= 10.50
Z
85 �
rD
SF
70/
/ TOM S. &
� +% JOAN W. WADDINGTON
IfJv.- D.B. 628, PG. 311
f - -- ZONE: H8
LOT #38 %
/
j 09
LEGEND
o/-9'SO PROPOSED GRADES
CHECK DAM
-9.08
EXISTING GRADES
PROPOSED PAVEMENT
EXISTING PAVEMENT
PROPOSED CONCRETE
RIP -RAP
EXISTING WOODS LINE
EXISTING DITCH
PROPOSED DITCH
--1 -
EXISTING TOP OF BANK
PROPOSED SEWER
EXISTING CONTOURS
BENCHMARK
LIMITS OF DISTURBANCE
=-V- DRAINAGE FLOW DIRECTION
is
[ ----- ---- f -- �- �� - -- 0 LF CURB &GUTTER
w �� -_ ---
_-�`-�� BE REMOVED &REPLACED �1 GRAPHIC SCALE
WITH DRIVEWAY APRON 1 �� �7 77 SCALE
i � � �1C
MATCH EXISTING ti 50
� 60
TBM PK NAIL
IN PAVEMENT
ENT
ELEV. = 8.10�� %
ry { ! 1 NAVD88
r f LOT I LOT #22 IN FEET
- !! 1 t g --
- #21 1 LOT #23 r �� � I inch - 30 ft.
LOT #20
1 1 LOT #24
r
`1►1u 1a
�•(1A CRRp '.
550
JI
J
$1941i�1�
11111
Proposed
Site Plan
Commercial
Buildings for
Donald
James
Lot 39
Halstead
Commercial
Park
Elizabeth City, NC
KEY PLAN:
Project #:
07019Q
Drawing #:
070190-site
Drawn:
SMM
Checked:
KDH
Approved:
SCR
Date:
6.01-07
Sheet #:
3/5
Scale:
1:30
REVISIONS:
1 6111107
Added label &
corrected sheet
reference -
SHEET TITLE:
Grading &
Drainage
SHEET NUMBER.-

1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. FILL THE EXISTING FIELD DITCHES, CUT NEW SWALES AND DITCHES.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING LOT,
6. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE
OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
7. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY,
8, ONCE VEGETATION 1S ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
4" THICK 5' WIDE 2500 PSI CONCRETE SIDEWALK
1" R
SLOPE 1/4" PER FOOT
9'
�I I I I I III I I III _ q 2" TYPE SF 9.5A
l l a ASPHALT MIX
_ III III III III 1 i 1 a 6" ABC STONE BASE
-III III III III III ..A
-'I� ,,I111E1111� III III k11 III,: III i�'-
COMPACTED EARTH
CONCRETE SIDEWALK 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
OF SIDEWALK
AS
PARKING STALL PAVEMENT MARKINGS (TYP.)
STANDARD HANDICAPPED SYMBOL
8.0 FT. WHEELCHAIR ACCESS AISLE
PLAN VIEW OF PARKING STALL(S)
VAN
ACCESSIBLE
RESERVED
PARKING
EDGE OF SIGN
? MAXIMUM
PENALTY
$250
cs„2o-37s CLEARANCE:
60" OUTSIDE OF PEDESTRIAN AREAS
84" WITHIN PEDESTRIAN AREAS
BADE
A.D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
HANDICAPPED
RELATEDDETAIWALKWAY
NTS
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING, THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS, THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET,
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL. IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL. BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL.
MULCHING
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
SEEDING & MULCHING
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 NTH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR, THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES ROADS LAWNS AND STREAMS.
EROSION CONTROL MEASURES
SEED MIXTURE RATE OPTIMUM PLANTING DATES
1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 — MAY 1
AUG. 15 -- OCT. 15
2. COMMON BERMUDAGRASS 2 #/1000 SF MAY 1 — JUNE 30
(HULLED)
3. PEARL MILLET 2 #/1000 SF MAY 1 — OCT. 1
4. FESCUE 5 #/1000 SF OCT. 15 — MAR. 15
SEEDING SCHEDULE
yr',,��. .1.
"'p
W--
.
t� f
LEADER SHOULD NOT
4"
2" RAD.
6"
qa ��
2" TYPE SF 9.5 A ASPHALT
18" ve
6" ABC STONE BASE
6 a �
6"
CURB DETAIL
NTS
P
PLANT
WO
ORIGINAL GRA
TREE PLANTING DETAIL
NTS
SURFACE MATERIAL
GRADE-
COMPACTED
EARTH
'LY
�ED
HOSE
BLE OR
ZED WIRE
INTERVALS
YER
DIAMETER
TH SAUCER
6" Q.D. X 6' STEEL BOLLARD
W/ GALV, FINISH
GROUT FULL W/ 3000 PSI CONCRETE
AND FINISH W/ CROWN AT TOP.
3" RISE
6 1/2" I.D. x 3'-3" SCH 40
STEEL SLEEVE SE IN 3 C.Y.
OF 3000 PSI CONCRETE,
SLOPE TOP AS SHOWN.
PIPE BOLLARD DETAIL
NTS
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL. PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE: WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
�G �dPO '.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
2'
AJPHALI PAVEMENT
STANDARD DRIVEWAY TURNOUT
NTS
1/2' RADIUS
6"
6x6x"%o WWF
COMPACTED SUSCRADE
6" THICK CONCRETE SLAB
DUMPSTER PAD DETAIL
N�5
Proposed
Site Plan
Commercial
Buildings for
Donald
James
Lot 39
Halstead
Commercial
Park
Elizabeth City, NC
KEY PLAN:
Project #:
070190
Drawing #:
070190-site
Drawn:
SMM
Checked:
KDH
Approved:
SCR
Date:
6.01.07
Sheet*
4/5
Scale:
1:30
REVISIONS:
NUM. DATE
DESCRIPTION
SHEET TITLE:
SITE PLAN
Detail
Drawings
SHEET NUMBER:
4

SECTION
Tor
TOP OF DITCH BANK
BOTTOM OF DITCH
PROFILE
LAYER OF #5
WASHED STONE
4" THICK
o °0a�o
o a .000 �
°°°°° t[1
oaa°a°°a°°°D°G
°°0°°°°00°° 7
CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/2 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
CONSTRUCTION SPECIFICATIONS:
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE 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
NY 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 1N
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE
BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
AN EVEN GRADE. DOT #57 WASHED STONE IS
RECOMMENDED.
HARDWARE CLOTH
2„ DEWATERING
TEMPORARY SEDIMENT POOL
e • . GRAVEL FILTER - DOT
° Y #57 WASHED STONE
V IN
•� 2r
4[j
• A
�' <a a rn
o _
' I , I I I�I ! IIII—III—I
,I I ICI I I=111—I 11=1 � i t=1 I I=1 11=1 I I --III;
il� III-11 '11_III �Ilf
I i I I 1 ID�OP IINL�E IT GRATE
SECTION VIEW
BLOCK AND GRAVEL DROP INLET PROTECTION
NTS
NPICAL DITCH OR SWALE
NTS
t
�� ., f:
�,S Sir s �.°'
r
p jp
�^ Jp� t �,,5
,i"y�;..
£
■
Mif
} T
`J.✓
II .' -
CLASS "B" EROSION CONTROL STONE
STONE DEPTH = 22.5"
z 12"
J
LINE OF BUILDING, PLANTED
AREA, FENCE, ETC. a
0
a
ACCESSIBLE ROUTE CROSSES I IF DIMENSION "B" IS LESS THAN 48"
OVER CURB CUT AND SIDE AND PEDESTRIANS MUST WALK ACROSS
FLARES "B /T THE CURB CUT, THEN SIDE FLARES
48" MIN. , SHALL HAVE A 1:12 MAXIMUM SLOPE
a
.
o
.
N
�OQ
48" MIN.
HANDICAPPED ACCESS
CURB CUT
NTS
PRECAST PARKING BLOCK
NTS
CHECK VAL
AS APPROV
SERVICE LINE
BY OWNER —\
PIPE
4
18'
TOP OF BANK
DITCH BOTTOM
3" EROSION CONTROL STONE
DEPTH TO FLUSH WITH
OF DITCH
�..YER OF FINE GRAVEL
OR WOVEN GEO-TEXTILE
RIP -RAP OUTLET APRON
NTS
a
0
w
DISTANCE VARIES
24"D x 36"L x 24"H METER BOX (HDPE
METER - (PROVIDED BOX. CAST 1RON BOX IN TRAFFIC AREA.
BY CITY, INSTALLED COVER SHALL BE CAST IRON. NO
BY CONTRACTOR) READER LID ALLOWED.)
FLANGED ADAPTERS
FLANGED GATE VALVE FLANGED
WITH SQUARE NUT ADAPTER
FLANGED CHECK
VANE
GATE VALVE AND
VALVE BOX
BRASS ADAPTER FOR
COMPRESSION CONNECTION
PVC OR GALVANIZED
PIPE SERVICE LINE
CORPORATION STOP -�
WATER MAIN
2" TO 3" 'WATER SERVICE CONNECTION DETAIL
NTS
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
24" DIA. 4" THICK
ROADWAY SHOULDER CONCRETE "DONUT"
VALVE
3 BOX
EX. WATERMAIN
CONTRACTOR SHALL USE
45' BENDS AS NECESSARY L
STORM DRAIN
12" MIN. SEPARATION
E� CON N(CO�C ET�E
ZCOVER 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
4" THREADED
PLUG
4 _ '
4" THREADED
FITTING
°_ dA
CAST 1N PLACE
.b a . "
TAPPING
CONCRETE COLLAR
d
o 18"
SADDLE
4" PVC AS
(2500 PSI MIN.)
CAST IN PLACE
NECESSARY
CONCRETE COLLAR
(2500 PSI MIN.)
-4
.Q
4" THREADED PLUG
FLUSH W/ CONCRETE
8" X 4" SANITARY TEE
NOTE. ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT " STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES", LATEST EDITION.
C.I. F. & G. = DI-840.16 BY CAPITOL FOUNDARY OF
VIRGINIA, INC. OR EQUAL, HEAVY DUTY CASTING,
RIM ELEV. FRAME = 180 LBS. MIN., GRATE = 270 LBS. MIN.
(SEE PLANS) 8"
CORBEL MASONRY AS REQ'D FROM FULL DIM'S OF
RISER BARREL TO INSIDE DIM'S OF FRAME.
CORBEL OR CONE SECTION MAY BE ECCENTRIC.
i
77777
i
INSIDE DIMENSIONS:
I SUMP INVERT
..--- ....................................... � ---3000 PS1 CONCRETE FOOiiNG
I W/ 6x6x10/1O WWM
—COMPACT SUBGRADE TO
95% OF ASTM 0 698
SHALL BE EQUAL rO THE
LARGEST CULVERT DIAM.
8" SEWER BRICK MASONRY (SOLID)
SET MASONRY WALL FLUSH
W/ BELL END OF CULVERT
SEE PLANS FOR
CULVERT TYPE & Sf7r
SEE PLANS FOR SLOPE
SANITARY SEWER CLEAN -OUT
PLAN 90'
:x'
x x x x 3" MINIMUMH%x% % % 3" MINIMUMx
�T�
SECTION 90' & TEE
NTS
_x % J
x x x x
K x x
- )
N x x x
WHEN ALLOWED BY THE LOCAL
GOVERNING MUNICIPALITY, GRIP
RINGS MAY BE USED IN PLACE OF
BLOCKING IN SOME LOCATIONS.
USE OF GRIP RINGS SHALL BE
PRIOR APPROVED BY ENGINEER.
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
6"-8"
TEE
3.0
2.5
2.0
6"-8"
90' BEND
4.5
2.5
2.0
6"-8"
45' BEND
3.0
ZO
1.5
6"--8"
22 1 /2' BEND
3.0
2.0
1.5
PLAN TEE
PLAN PLUG
I"
I� J
Proposed
Site Plan
Commercial
Buildings for
Donald
James
Lot 39
Halstead
Commercial
Park
Elizabeth City, NC
KEY PLAN:
Project* 070190
Drawing #: 070190-site
Drawn: SMM
Checked: KDH
Approved: SCR
Date: 6.01.07
Sheet * 5/5
Scale, 1:30
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
SITE PLAN
Detail
Drawings
SHEET NUMBER:
DROP INLET
NTS
THRUST BLOCK DETAIL
NTS

_------- -----------_----------------... .-------------.- ----- -- ----- .-._ -
GENER_AL NOTES: -LAKE 3 20 '�'-
APPROX. TOP OF BANK = 9.5� yI 1 L NV. SWALE � 19
PERM. POOL ELEV. = 7.00 19 �y
(I,VV. OUT '= 7.00) 7'S ;
BOTTOM ELEV. = 1.00 1 .1
PL TO BANK = 3'-E 18 / � MH#7
�
`\
V
\ 7 + S�P� FORFI�A1"`,.' ,I` \�if3P. SEWAGE LIFT
r % '' SN(SEE
EpL1FTAr1.
16 , /.' . )
�� ` 0 rQ�f , ' LAKE a ; I
`L - V 0.72 AC. (WATER SURFACE") ) I �� 11
;% f - - - - - FOREBAj�/ I /
__ --
JJ-'L--------- - -
I--_-_-_
r ---
L l - Y -BOTTOM
� -N - WATER SURFACE `-- -" L!D ... Q
/ TOI' of RANK �I 0
(3' FROM PL)
m
DETAIL: L LAKE NO. 3
GENERAL,,,, NOTES: LAKE 2
APPROX. MP OF BANK = 70.0-i� ---"'--'---'-""-----.-'--'--'--L--'---'----_..----__-- . .
PERM. POOL ELEV. = 7,00 r NOTE. PROP. LANDSCAPE) BERM & 1AKE NO. 21
(INV. OUT = 7.00) CAROL INA VILLAGE' L F M PROPERTIES TO BE CONS7RUC7ZD BY "CAROLINA YTLLAGE'
BOTTOM ELEV. = 1.00 PT U8 575 PG. 82_6 OWNERS - AS A PART OF 7HFIR ! ROdECT.
WATER SURF. AREA = EASRIC0.81 AC. II RICH, & NANCE HAS GRAA AN
II 857.23' EA---I,-7 (DB 575 PG, 826} TOOlALLOW T' '
--� _-.___�„___,_ ____ _ -_---,T ___ -- _ _ __-__ _ ...
. C) LANDSC. BERM - - 11 --.- __.._ .-- -
(WITNIN 5E)' BUFFER)--- R1I - _ _ _. /% 4.5 ' .__._ 10 __.-_.EASE. LINE
-._ u - _ _-- .11-1 - - - -.-__ - - _ _ _..__ ._�-/.�" ,_1.._
. - __
0 - - � � J� - 15'1. ,. -� / � // / /
.� /q6ANK
__ _ - _, . .__ _ .___,-_.--__._____._-.._-_--_...--,. - z
1 i . \--FcEBfkT _ ` 11 LAKE 2 FOREBAx JI
t____ -�Qrl�M_=_i,QQ M_-= ----1 -__--___-------_- l-.._.._- EASE_ ----/'
1 8 3.9 --- - J1- _ _ TI t IZ.71 T1J_ T Z7._. -�yG--
-,_W/ /
- i WATER SU FACE= 7.00 TOP L,\ i f ,
- .__ K I `ALL! jf ;? 1
+, LAKE I L/- , PROP. TEMP, RIP -RAP' !l 1
CONNE07T1R7� 1 / _� FII.7RR DAM (SEE DETAIL)
P1AE L ? 4? v,r,
v `TQ jf ?I'
DETAIL: LAKE 0. 2
LA N
---------- -- ------ ..___..-. -- _. - -- - --- . -- - ---. - .--- _.. - _- - _. _ ....... _.. _ ..
IF UREBA-Y AR -EA I0.. BF_ PLANTED
PL
NOTE: RADIUSES MEASURED { AS MARSH
-_?d' EASEMENT 15'_ PROP. LAKE DETENTION POND) FROM END OF PIPE OR _.. _ . _-.- --_- __.-____..__
(FOR DRAINAGE 8e _.. e _._�------- _-- -._ - _- --__- DITCH O ELEV 7,0i -f 10.E
I 3' 12' STORAGE' DEPTH 1.5' (ELEV. 7.0 TO 8.5) f
LAKE MAINTENANCE) �_ -' � EARTH -�-----��t r'-
PERMANENT POOL - 6' DEPTH (ELEV. 7.0 TO 7,0) i 1 2Q RAD.r ❑ C")
3: 1 SIDE SLOPES o MARSH - �K Y' BERRY i TOf = 6.00 MARSH ?n F2/1U. Lr L
DF_P T1= 1-2'� ti S VEGETA7TON� I -_ --______f ._ ...__-.-.-_-- 4 by
EXI. T. GROUND ELEV. 10.a rL5 VFGE. TA TJOT!
_----__--_-_-_. .____.� _ ___---___.---_�__-___-___.--- -----------1__ ___ ________. !/ \ - wL-"�",'��
I4 - PERMANENT \ _1 9:1
3: ti _ _ GE -- _.. ---- --- � Bo rr4n1_L1 Wao� w w l o POr�L - 7. vU � �' T
4; I ��STOR GE --- IF_ �+�3T�r T .� 71'�
L� ICOLLEC7'OR SWALE" AROUND LAKE WATER SURFACE (ELEV. 0INLET' (PIPE OR DITCH)PERIMETER - TO FOREBAY LnCA770NS / w Ii �'_ r _CHG, SLOPE - 2:1 PERMANENT POQI (6' UEEP) WATER SURFACE 7.0 �I 807TOM = - EAR - t T !F' -RAP® ELEV. TO aorroM ELEV. 1.0 W2Q'R _ H- `i = , ELEV. 1.00 `. 1 BERM
I rc F AN1�. --- T \-. ELEV. 5.00
- - - - --1
(3 FROM PQ
i� i
X--SECTION LAKE (DETENTION POND) � A, � � � FOREPAY ARMS ��SFCTION
P ,ALJ�3. T Y . f� ORERA Y ARE- �, N.7.
-- - _......_,--..--- --,.._ ..._..._ _.--_._ ..------------._._._..-_.... .._- ....- --,. _.._.-----.-_,._..__ --.- -_.- _.._ -- _� I _.._..__... - -- -- -- - -
PROFILES
"-­­­� .. -- -- ­.. 1­­­­1­- --­� - ­­ .-..----- ---------
- ­­.. - - . .
I .
.- .APPROX. L5` BELOW' TOP
`-- TOF OF DITCH BANK OF DJOH BANK
. ,( !EAST. Cl> PROPOSED) _��_ -_ - (MA.Y. NFll HTWK-= 2.4`)
rr..-- --.- --_.c-T -- ._v- -e -fir Y' +-t" 'Y'}7-ate-_
('F..scS "A' S70NE- 1 �+_ .�,r
PROP. GRADE OR
EXIST. DITCH
SECTION
PcLpl OF 017'CIL BANK
_ _ ' AISI. OR PROPOSED)
- ..... - , - CLASS 'N STONE
I-AYF_R OF .f5 WASHER-, -E _..._ , _
�7aQ DEHi`+sa- ..
r + +•,��'+++��.i:
f2_4'
-XX x Y-++++,±++�.WACf F DRA/
.�_,, f.
PROFILE
-NO'E': ME SEDIMENT SHALL BE REMOVED FROM UPSTREAM ENO
tY THE FILTER DAM 4fEN IT ACCUMULATES TO 112 TILE HEIGHT
OF- 771E DAM.
77 E KILTER DAMS SHALL BE IEF7 IN PLACE UN77L THE CRASS IN
THE C`HCH HAS MARIRED SUFFICIENTLY TO PROTECT ME 807TOM
or O1F DITCH FROM ERODING.
[40-1- ­- I - SEE. 'S1?F ?LAN' FOR LOCATION
OF PROP. RIF-RAP FILTER DAMS
_..,._ - --
RIP -RAP FILTER DAM DETAIL
NOT 0 CALF
r­­­­ -- ---,-.-.. - ..._ _.._. - _.- - _- ..--___ --- ----_--------i
�v CCWMOL &FAsu�
THE CONTRACTOR SHALL. COMPLY' 441TH ALL APPLICABLE
REQUIREFJE'I73 OF 774E EROSION AND SEBIME14T CONTROL STANDARDS
AND FTC tt OF E EP
T
SPE., A DNS i1i D ART7YlE�J. OF NATURAL RESOURCES
AND COUlVUNITY DEVELOPMENT. S01L EROSION AND SEDIMENTATION cONTROL
MEASURF'S SHALL. BE PROVIDED ON ALL ,AREAS OF THE SITE WHICH ARE
O1S7L'RAD OR PROV
GRADED. CONTRACTlX2 SHALL IDE GROUND COVERS
(SEE S(:f1E0UL.E 13ELON WITHIN 30 CALENDAR DAYS AFTER COMPLETION
OF' CONSIRLFC77ON YOTHIN THE SPECIFIC AREAS. THE CONTROL MEASURES
SHALL BEC+IN PRIOR TO ANY LAND DiSTURRfNG ACTIVITY INCLUDING CLEARING;
SHALL. CONTINUE DURING THE CONSTRUCTIONi AND SHALL CONTINUE MTN
THE NEC't SSARY MAINTENANCE UN71L THE DISTURBED LAND IS STABILIZED.
COMPLIANCE WIT7I LOCAL. AND/OR S1'ATE SOIL EROSION AND SFDIMENTATIO,'J
CCWTPOL. LAWS SHALL BE 774E EN77RF RE..SPONSIBILITY OF THE CONTRACTOR.
THIS PARAGRAPH IS INTENDED TO SEi2 F ONLY AS A GUIDE TQ 771E
CONTRACTOR FOR COMPLIANCE 1477H SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SMIMENTATION CONTROL.
PROTECT7C*I OF F ;S77NG STPUC7L!-F- k'Ir' 5AO13TTES FROM SFDTME!dTATIOIJ
SHALL BF THE RESPONSIL31LJTY OF TIE CONTRACTOR. ITEMS TO BE PROTECTED
SHALL. WCLl1()Er BUT ARE NOT OX117FID TO CATCH BASINS, NATURAL WATER-
WAy-. DRAINAGE. DITCHES, WALKS, ORI'dES, ROADS, LAWNS, AND STREAMS.
SEEDWO SCHEML,E-'
.... ---- -- - --------
SEEP MIXTURE RATE_ CPTW1JAJ PLANTING
_ _ .. - .. -_- -----
DA TES
1. KL:NTUCKY 31 TALI. 5 1J13/1000 S.F. MAR. 15 - MAY 01
PT:SCUE AUG, 75 -- OCT. 15
1 2. PEARL MILLET 2 I.91/1000 S.F. MAY Ct - OCT. OI
5. COMMON BERMUDAGRASS 2 L.B1100C SF. MA.f `-+ -- JIINE 30
(HULLED)
4. FESCUE 5 LS ?1 D00 S.F. OCT. 16 -- MAR. 15
-- --- -.. . _.__._. .. ...___--_.............-----.........._... --- -- - _-----._,.....---- ......_------ .._... .. ........ ---- _ ......_.,. ........ .................. ... - -._ --r_-_.---..- ! .. ...... ..........;
- - - - -- 57ANL'77ICH 4r �r r
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1 1'- 1 f f 6-.✓��i�L.- RICH 1�:7a� T V. I'i
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I SCALE: 1 15, u?T.. -- PROFILE ERYON CT. KCAL : 1` =15' VTRT.17' PROFILE (`u' MH# 4 TO SMH# 6) i .. - 1dd ERT.Z. PROFILE (PUMP STA. TO SMH# 8)
-- RT.
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TEMP. GRAVEL CONSTRUCTION EffM
NO TO SCALE
_---
� �,,.,- �
J a TEMP. GRAVEL CONSTR. ENTR.
' , `��, TO BE A MIN. Qf 2fl'W X 50'
.� -, �, LQgG - USE 2"-3' WASHED
le �9 STONE AS MAT'Z
�c
�.,
s�-
T. SEE THE SITE PLAN VoR LOCA77pN.
2. THE GRAVEL ENTR. PAD SHAH. BE INSTALLED AT AN ELEVATION
MAT WILL ACCOMMODATE 711E PROPOSED GRADE/ASPHALT.
3, MAINTAIN THE ENTR. TO PREVENT MUD FROM BEING TRACKED ONTO THE EXIST.
_ _ ROADWAY. (REMOVE ANY MUD IMMEDIATELY FROM THE EXIST. ROADWAY) - - - -
C*NS7T1UC7" SE'QUEM£
(1) INSTALL THE TEYPORARY GRAVEL CONSTRUCTION ENTRANCES PER PLAN.
(2) WAR & GRUBS THE APPROPRIATE AREAS AS SHOWN 7O BE CLEARED.
(3) EXCAVATE THE NEW OnDIES. SWALES, AND DETENTION POND W/ OUTLET PIPING.
(4) INSTALL ALL 711E PROPOSED EROSION CONTROL DEVICES AS SHOWN ON T74F PLAN.
(5) 1HSTALL ALL THE PROPOSED UTILITIES (WATER & SERER).
(6) EXCAVATE THE STREET X--SECTION, AND INSTALL THE PROP. C&G AND
THE REMAINDER OF THE CROSLON CONTROL ITEMS AS SHOWN ON THE PLAN OR
A5 CON01 TIONS WARRANT, & SEED AND FER7I1I7.E ALL DISTURBED AREAS.
INSTALL ABC STONE BASE; & ASPHALT SURFACE.
7 MONITOR THE EXIST. EROSION I O COJ7R L ITEMS -AFFAIR IOR REPLA AS NECC-SSARY.
8 OVEMP-RAP F7 J REMLTER L AMS ONCE THE VEGETATION F_S7A ()GE 15 6LISHET7
PROPOSED BUFFER
---
�­-­-­---­­..-­ 50'------.._._- - -- __
4.5'f ?8'�- 5' 18'�_..-- 4.5'�
_ . -_-_ .-_ - _
5' WIDE TOP- -PROP, GRADE
�PROP�BERMI __
- T f I �. 1E1 ` Li - IL-i DTI i1_ ITS==ITT #' I TT -
------------- -- 41'±
(RAISED BERM) __._.­ - -EXIST. GRO. --LI
EARTH BE'FIM
X-SECTION
----- TOP MOTH VARIES ----
(s' -- 20'±)
(SEE SITE PLAN
4:1 SLOPES (TYP. FOR LOCATION)
EXIST. GROUND _ r
- '� 7, - '/ '//..
r `DF.PTH VARIES
(1'--2.5':Q
GRADE POINT (SEE SITE
PLAN FOR ELEV/SLOPE)
X-SE'CTJ, (DRAIN! SWALE/DITGN)
E ALEXAND- - - - .---.... _ ... . -
PROFILE13 CT.
- -
_..._ ----------- --_. --- - - --
I i , LEG ALEYAP OER CT. PAL; PT ALEX. CT,
_..-.. - -T_._ .--
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I
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SECTION i , .11 -
{e` 4 F`
LC? `? = z.
SEWAGE PUMP STATION DETAIL
- - - §-
p _
`
,7'i.
40
.41\ p.
^�
-4`5 Vr, -
F+�\ W'r
1'
4r J4 F j I1
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7
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PROP. I - 7' ' -,-'
�'
I �
SEE DETAIL At - ,,z- T-,-,,
� '.�
-
ELEVA ',
a_
I C
F
.
.
�-.
r ,. &G
DETENTION PO;�C
1.1. _
z
'
Fr�-�-,4 i
N�l
-
"I A.
WATER SURFACE , , , •
-` ._.
(ELEV. 7.00)
€
�%04� &,oA'v
_ -
- _-
;__T -?A ..TOPOFBAr_-.
_. -
.. I ......__
I s-%
_ 9.
y �,F�_
SITE TO BE PE ti CA TE" -
-
TO THE CiT`T` OF
��
ELIZABETH 0TY
SEWAGE PUMP STATION SITE PLAN
- - - - _ -
- n
: -
PROFI
LES ES AN
D DETAILS
PROPOSED UTILITY & STREET JMPPOVE,V DOTS
-- rfi c I, 1.
(-,E;-
RICH, RICH, & ti'A F)CE
A N. C. GE1dErAL PARTNERSHiP
'� _.- �� V ' W _ ... 3 ,
- _----�-_-- --_ _ - .
_ �. -
yy((55pp (
eti 'r ,7 C1Rl. _L i .. ,. 9F k .. ._ ..ill, -
-..--_--•--L---------- -- ----- .
.y

1 ! R STREET SECTION
---- 5 0' R/W -------- -_ - _._ _ _ . _._ .._.._.._
R/W C,,.I_. R/W
SEE PLANS FOR LOCATION A
WHERE THE CROWN WILL
BE ELIMINATED
,--- EXIST. GROUND 1 P.F.G.
__-
I
20 2% --- - - - - -- - -----' __ _-_ -------
�­
ti
_A, - - - _t_ - - __ . - - - - - ------­-`%k_ --'---- 7-7, -
6:1 MAX. 5LOPL" 5 \ - - _-
(SFD. DOT 846.01)
C_.,___
M - 10' 2..5' C&G 10'
- 30' BC-80 -------- -
8C-R/W------- �--dO---R/W
6"Ss \.__.
\ ,.-PROP. 8" SAN. SEWER NORMALLY IN
CL OF STREET (SEE PLAN FOR OTHEP, LOCATIONS)
'-- PROF'. WATFRMAIN (5' BACK OF CURB)
(SEE. PLAN FOR DIA. OF WATERMAIN & SIDE OF STREET)
Cl) 2" 1--7 ASPHALT SURFACE COURSE NOTE: ALL DISTURBED OR FILLED AREAS
02- S" ABC STONE BASE TO BE SEEDED & FFRTILIZFD
A MINIMUM OF 6" OF TOPSOIL
(3) THOROUGHLY COMPACTED SUBGRADE SHALL BE REMOVED FROM
OR 12" SELECT SAND BACKFILL, AS UNDER ALL AREAS TO RECEIVE
ELEVATIONS/SOILS REQUIRE EITHER PAVE, OR C&G,
GENERAL NOTES (STREETS/ GRADING):
I. PRIOR TO ANY EXCAVATION, AND HAULfNG TO/FROM SITE, THE '�
TEMPORARY GRAVEL CONST. ENTRANCES SHALL BE )NSTALLED
AT THE ` . LOCATIONS SHOWN,
THE SYMBOL FOR THESE IS SHOWN HERE: PROP. 50T Xl12'W TEMP,
(ALSO, SEE DETAIL DRAWING) ,,GRAVEL CONST. ENTR,
2. ONCE THE DRAINAGE SWALES OR DITCHES ARE DUG, THE CONTRACTOR PRCP. TEMP. RfP-RAP
SHALL. INSTALL_ T14E RIP -RAP FILTER DAMS - AT THE LOCATIONS 10 FILTER DAM
SHOWN ON THE PLAN.
THE SYMBOL FOR THESL IS SHOWN HERE:
(ALSO, SEE DETAIL DRAWING)
3. AL1. EXIST. FIELD DITCHES -3HALL 8F FILLED. THEY SHALL
BE DE -MOORED IN LOCATIONS WHERE STREETS CROSS
THEM AND BACKFiLLED 1h7TH SAND.
,i. IJn CUT SLOPES SHALL EXCEED 3: ] (HORIZ. TO VERT.)
5. ALL.. DRAINAGE DISCHARGES FROM THE STREETS SHALL HAVE
THE "CURBED CONC. SPILLOUT" PER DETAIL SHOWN BELOW.
AS THE DE.TAII_ INDICATES, EACH SPILLOUT SHALL HAVE
RrP--RAP PROTECTION, WHICH IS TO BE INSTALLED "FLUSH"
WITH THE FLOWLINE. (i.E., RIP -RAP SHOULD NOT RESTRICT
DRAINAGE -- ITS PURPOSE. IS TO PREVENT EROS)0N)
---..------- -. ... - --- -_--- --""..�-_""^q
®RIP -RAP: CLASS "8" EROS. CONTROL
E,1 =
STONE -- MiN. 6'W X 61 X 18" DEPTH
EXPANSION
45' CHAMFER
~'
JOINT 1
j
\
Cr ON CURB ENDS
1'R (BC) f
6" DEPTH
CUNC.
/---7� s
I�yi
3' F--E I-
! o
' _ gQ C' LOT -LINE SWALE
- FL - - . .
y
'� y.
/' J__1-7:�-�:
--�
� �W=
F-%
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� -#
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1_
a
7.5' ` RIP -RAP
_ -
-
rl-°
- 1° _ `\�\
�ERSPEC77VE_ VIEW
- \-CURBED GONC.
SPILLOUT
PLAN
41
ST"D_ Cr1RE? k Ctl r7-Efi
(NCDOT 846,01;
DETAIL OF "CURBED
CONIC. SPILLC U IF
-_ ... __.___..._._____ _-...._ __ __ --- --__ _____.__.._..._____ - .
F'JS'U`T1LiF)LS
�RiR T)JN57LCT10OR EYGAA?N, 1E LJTRAOTOR
AS ; ,IMF. TFfE RESPONSIBILITY OF LCCAT1N- ANY' UNDERGROUNC'
l'r7LJTIr_ (1'11E+(1C nP PRIVATF) THAT 0AY EXIST AND CROSS
1L;R ?J('N Tfl AREA OF �ONSTRIICT1ON, THAT ARE NOT SHOWN ON ,
f FSF 1-L,1NS.
f1.': C. C'V T:RACTOF2 _`'�1 ��LL E{F R> SF (_ I SIBLE FG'R RFFAIR(NG A T H1 = .
Ti ,,!
- i
,...XPENSE AivY EXISTING U'OLJTIE' ..Ah?AGED C) �RfN(, CNS,R 1_,+i I,,! .
.. A;I. iATEFIALS AN,`" _,-NSI[RUCT7U',' SHALL CONFORM V�`TH C;URr_c:a;
ti1AV'r)ARL`S A�VC SPE`�fFiC,ATII,)NS - `
IRS.: 7S . )RAiNAvF: 1 _ L:t.E'T, OF TRANS.
_ __ ,& F'R:JJEC T SPECIFICATI'_ NS
-R ----
A S F_ t o }B ,'" r` E
_. -' 6,'"tiP, 15• - N _-1: K Il ,- 'SAL NL , _ F',' P,-�<L-: _C, .
�:-Al -1, irs y,. 7 7P-Aa Er r _;':EF,R.
0 t+<, A � T' +-'-,C `': _ 1,LL ;_A.00E! , t3.ARRICAL:E_7, _ -`7
t: S ;if. W '1R- J ..
q - F 'v7RACTC?R Si+ALL CC''JSrRUCT ANE, 44AiNTAIN SiLr -�Ar,E
S�F;.i iF.ti'TTC7 PREVE'�iT SOIL FFROM E;EI1\G ER,.n
F_'EL� PR0h1 THE SITE
l\'T^ A'0' APjACENT DRAINAGE S)'STEMS, D� TC.HES OR WATF, EGO? ;R Ev-
/in)' MATERIAL THAT IS FRODEL' SHALL BE PROMPTLY RF C /EC,.
! 1. ALL PROPOSED 'NATERMAINS SHALL. BE INSTALLED HORfZON_TALLT,
FROM THE PROPOSED BACK OF (,ORB, AND VERTICALLY WITH 3C C'',� !,
11
i ._COVEF"z _(FRJM _±=)N)SHED GRADE} 18 „VER-OCA,L..,SFPARAT)ON RFL(w ALL
I STORV, DRAIN CROSSINGS UNLESS NOTED OTHERIMSE ON THE: PLANS. I!
L'
LVATERM AfNS MAY BE INSTALL E-0 UNDER STORM DRAINS WITH(A)7 FITTi^,1 ;5
Wl TERE THE' VERTICAL DIFFERENCE iS 2 FEET OR LESS.
5. TNIROS77 DLOCK)NG SHALL BE i1SF..D ON ALL BENDS OF 22 J/2- .f;
GREATER. (SEE SPECIFICATIONS)
4. WAH_'RMAfN MATERIAL: PVC (C-900) OR DOCVLE IRON._(CLASS #j5!)
5. THE F1i-E HYDRANTS SHALL 8E INSTALLED BOTH HORIr. & r :,'1T.
AS SHOWN ON THE FLAN & THE DETAIL IN SPECI FICA. t;0,NL .
NOTE: THE PROPOSED FIRE HYD. CONNECTION THREE/ )_`, ',HALI-
MATCH 71iE FIRE DEPT, OF CITY OF ELIZ. CiTY.
- --- -- -
SANITARY SEWER
-
MANHOLES
NUMBFRT
Rif✓
fNVFRT
L'l(:A 616-
1 1
__
1.7 "a
__
- -
0.
O 72
- --. __
LIFT' STATION Mli
_
-------
0.90
_. --....-___..._
2 19
_�_._.
i 'I
BRYON r f CUL VE SAC
- ......... .._ _ .
3 _ --
I n 0±
_,.
1.77
_ _,__­_­__­
BR YOr� CT
,----------
4
I T 5t
__
1 . 1
' 13.3t
2.64
3 5..
4 40
BRYON CT
--'-- -- -
NAL5- -,.- BLVD. R/W
ALEXAf OER CT
- - _._
_
5
6
- -
7
- _
�C.25±
131
--- -...
20' EASEINNT
- - ..__, .--
8
4
! s _
2.Os
RICH B IT).
9
6#
3 16 ._
_
RICH fr W) (SOUTH END)
-
70
7
9 �-
4 071.
W )U r
__ - _ E . SC T-. ENS
11
.. ---..-''.--.-.-....-..----------�------
9 6�,
_..
_
5.16
- -
RICH BVD, (SOU774 END
____-
12
1'� 5±
6.00
-- ---'
RICH BLVD. (SOUTH END)
.-._ - _-
___. _._.
13
..
9.9+
3 52
RICH 2 14) (NORTH END)
-- -
4,26 ___,
-
RICH B! W. (NORT71 END) _
___ __ -
----
14
..
9 4±
- _
15
..
8 9±
.
5 00
_ - -
RfCH BLVD. (NOR7H END)
-___- - --- -.. -- ..--------.--...--------.----.--- _ _ ..._......_... ..
, LEGEND
- _ - .--- - - - - - - -- - ----- . - --. - -
\\ \ -. -c FaCRIP� !?).,
EXIST. PRC)PC)aEF�
,, , _, Wb1 I FH Wf Rf AIN t'w 7 , .. F
/ i� h - -•. �, \ 6'WM f Ate. N,, E I f F,"-'. -
\ � A� \ -- -
/ / R'.,- \ • \\ _ grass__ - -- SMH 8"ss-pp -- SArJ. SE'tYEP
j" ,/ \ •. (TYPICAL) _I
�,' �j ��\. �_ PROP. TEMP. RIP -RAF - --- . _... -- ; .__.____ - iii -- - ._.... _..
/ /. / \ i ` \ FILTER 13 DAM (SEE B)ETAIL) - - - - - .... �.-' Jn Ssar-� I S FnRi ( r r, '`
-- --
S
\ =>
�) /I ... , I
� t
' 7. 7r
�_ .
11�0 ♦ \
o/ /� t♦ N A �.^ I I A K �,
rU c�. \ i .
/ F \
{ a \ -__ - ---- - - --- - -- v- - -
/ 1- / )/ \ ` \ _ 8.0 - � GROUH- _ti f'_ _ .
., / \\\
L>�
/1. - _.
i
el \ y . \\ OF rp.l� I-L I I il-I !
4
!/ /% / Y /s \ ,/ (. - \ , \ . \\ \
\ �_
t, y /,�Y' \'b�
PROD. JUNCT. BOX i `U // / / Y `` �zr
TOP = 70.7.5t _' W-01 FFS 0 INV. 8.5-+ 2.) 5EE PROFILE, SHEET 2 OF 2, FOR SAT;. SEWER !/ / ,° / � \ \\ , \
L' (T7E TC3 FXfST: CB) -- -- . _...__...__ rap x7l/, // / / i \ \ \��
INV. = 7.5 I f.FNCTTIS BETWEEN SMH.S, SLOPES, EIG. /; R'' \ . �yq
`}.
/ NOTE: PROP. LANDSCAPED t3ERM & LAAF NO 21 _;� -/ /A ,;- / - i' / / \ `50 � ,a;
/ a TO CAE' CONSTRUCTED BY "CAROLINA `r7LLAGF" t �'� �� �, - ., / V � \,Pr✓ ���� -�•
' OWNER --- AS A PART OF T10R PR0JFc:;T. , /. \ /' \ \ '�° ♦`
\�Ic[�, RWri. & NAr�c F�A� G�ANTr� Ord % '/ �- �" \ \, p \ �° zarvE an-1
EASEMENT (i)f3 575 PG. t326 TO ALL -OW \ \\ �'�
11,
n\-I ' / THIS TO TAKE PLACE - - _... _ __� � / "`� 11 4 \ \ ` ,��S \� v�� `
//
// �� /y ;,
.. /! /^ 7 °
11
/ r �� \ 1. , d 1. L l' \ L`i �_ .1 V i{r-" ��'� / J // % � J Q ! - �' `'S \ \ . \ _o _ - E' _ : 4..'�=. W
f `ls� , 11., _\_ -5:.. , +.
/ N ` L F' M PROPFR71 S /i' % rtdV. / ) q � \ • `� a-
y -)B 575 FG. 82fi l/ / 7,o' / r V A �� �� \ \ _ -----�-,.-,- T-��).;-
'�' \
,, yfi2� �' . �/� / 14 / ( \ 3 L\ = 24'37'01' � `sa- \ \� E.
\ \ L L
i i (�'.'�i i� (7 rF�- "� / �. i \. C � ` R = 350.00' 1 \ \
i/ �! \, /(3 ,� // " �' �' I�' [I iI \ T = 76.37' 'f] ` \}y , R
?ONE AL7•-- 7 ALL EXIST FIELD --' \ (/ a
.11 Cl r / <v �/ �� -� BITCHES TC� BE -�� f'n;��O,-�./. '� /.'ter .�,/
; /r `,.�' FILLEC Prr, = 0+77.5] ��N��'y �'`:•- - ��/ - - -
V
� (�I I k(__ I1r'�,`�KF. 7 T �lh?r s:`� �` ` PT - 11+27.89 �1 . 1 fic = '"
/ 00�3 r S � I, �,/��5*/ �: v I/. '. 't- Z� ``� I Q9i C�'_t.l�l
1 -
C�� / �"�' OOD TOC _ K� APAR�IMU'J1 "� \ i/ /� ��� ��� ,�)'n/�� R o �@ \q_4�F s.
" DR 462, P 404 \� l � � / � �`� � � O L'� Fr����� � /�� / 4\tl � 1/� v � /� G�TC A� � ",s. ''': F• %!
U� DP a8c, P 57a. \ ,� _ '77-
- 1 i / - �B r \ F/y S4. a ti L ham\
F € 0 _,00, P .465 %''c) ` ; 1 / \ \ � �M - - - 4"GV ���11 L z , +, a-- _ d _ _ . _
_ -..A _v _ \, r_
i lv� z x ' , `',,emu I, /� ',v 4 1 /, �,g? 1 \ Er _ _- . --. _` _---- ,���e 3 7 `1 W ?
` i' ii,` ` � - / ! 7 \ SPi�t90 _ _ _ - ^ , 9Q��c� � - -- `I � r y , ,r-
I.
` I_.
AKE T` ,, `� - - ='5- _. _ ..-.----- • --.__ _ _ \ ". �. - y
GONNEc TnR // I / ^bo w - ' 'r 80' �' __ 5� TQ ' ".' ` , ~
/ 1­LL
A�PIPE , /' y f y \ +2 L 5MH 9 \\
Q'
• _ -- - - _ ;;/ r, - -- y. �: . - / \ (}{P) l r ,� 11 F75 :)
�_:
_ _. - _ \
._'c - --"- - _ A = 65:37'S0" "'� r , � B. r 1 � % ! h - \ = ` �P� \` � a3 w T
i , CONTRACTOR— TO !N .TALL RIP -RAP 41AT'2_. = v;' \\ r� •.- CUR VY o - .y CURB- o 3
i' ARGrlND T7 EXIST. S r ' R -- 800. QO' / 1 � f -� i ','! - pVL! � SPBL LOUT 1 H 10 . �. � ca -
fE EXfa . . 7Rf G711RE TO REPAIR r , i` ''- 1 IN 1 f 0 \` {-
T = J15fi7 / /�" .�!"- r" io:0 C 14 22 .o (INV. U. r (�: -,,. i �....
I THE FROOEO AREAS . / ,�' _ 1 ) 1 y�
z I'-ti 1
3' PVC. PIPP LAKE 7 /%24 I-
%s
PC - U F'61.14 �' , � 1 / //,.�. \ 2 1 1 1 1 & .\�� ` o fir,,. ,
7 WA IF Z SURFACE PCG 9i 77.51 ' , / Jq , � i f - . � �� }4 f I - t ' 2 J \ `\ `, ` \ ` 1, - ..
�j�
1 I7F t// 5' WIDE !v}rN. "BAND' C /i `J qL �� aR 7.5 0�,►,.. r"'-+�.i _�. $.2 1 �, � !� o T r `
<\/ OF RIP --RAP REQb. 1 �y � /�, \ .. ' /,`- ,ram I -, `"'�.1) c i Ir ! .
11 (AROUND STRUCTURE BEG- STREET (RTC++ ELkt ., O �� -� 4 / � 6(i
Q C)' , t �r� MH 14 1 8
S7 A. 0+ 1 G. GG � w // '' \ . \�MN 7 I / ,' '`F \ "/4,. - '" 1 1
IL'--'--"-----"-"'---"---'--
FXlST. OUT!ET , 7RUCT. ._ �_ - -- . / 4 a f /i -I.
/ 11 c�T `` .-w
m(VERT. 36' RCP. WIT}{ -
(TIE TO EX1S?. S'PE£T) �j'/ QP��x jf ff 7 ! '� `� \\� j ,y. �// ! so�� \� \ rjF�r.--=�
�, TRAS1{ RACK) / v % T„� \ / �.>
\ / \ -f- FOREl�A' _ � / .' ,/ \ \` MH ] }
.. REPAIR AROUND EXiST. / / 1 y - �\ �� \ R/w RAD.= 5Q' / / \ a.Q , r� - I _
PROP. SEWAGE LIFT \ / . I \v w 7
I /r/ �•, ...11 8C RAD. = 40' INV.
Ou7Lr_ v a i muL, t urNr-:. . __ (7)E TO EX. 8" Frl9, / , G�, . f � S'A710N (SEE DETAIL .. . / 1 .t - � 2 :..
E 1 P `_ _, 7 ., i. ,
_ _ S 4 EXIST BLOW ---OFF'- , , , ! ./ , 1 6 1 ;, I,:N SHEET 2) --� \a \ MN 1 . i L / 1'
4"43'0 WEND OF 8" WM i a. `\ \ .4
-" \
-�. I ,
,
/ -T� �_ T} rn Exrsr. sroRM-�. :� . ., ;.. 1 _ -- - 1°°-� I`' �F. t
/ =' - 626.( l M�DRAIN INV. 6.75 / Srr r . ',-r / LAKE VY. ��F J. `..C'' L �" (Y I --- -PROP. TEMP. Rl AF, ? Q i-_ .& Zr1 ' �i !
\ \ P r t.
'1 _��__7 )Q' __ I.. �. N E 1 IvFi 7 2 FILTER DAM Sf f Td(L) / p \ ` ~
777�_�
i ! -- _ _ - !x, c;' � . (W R',�URFACE) \ � 4 �_ ISM .. .
: --
/ - _ _ " _ _
FXJra r LA' r - NV. 7.00 --._1. !i • ,,. t +F - >k0.
-IT
-• j.
_ , _ - l - - __,_ 137 1 1
/ % - - ,t a /' ao'r'i C`T 5 L..._.__ .__ - 8 END STREET (ORYON'.C7)
' ? _, _. _. .rG ",fr ,,, r �� r _.-_ , Ef-1'41..31 R.P.) t.r y
f 1 1 sTa
EX{5T OUTLET STRUCTURE I a,r %'/ /j' f \ c6t 27 37_, / C _..._- _ ___-__ ___- _ \� r IN_v. 1 -
_ _ // >`_.3 INV. �� F r ,". � \I ... , 8. .
/ � TOP (OVERFLOW) ELFV. = H.65 .. f i �, 1 �/ 6.65 y f , r4 :.. (p. r
/ 2" PVC ORIFICE INV. 6 63 I. {. f / 1 �� /' 'So o '.S c. \ I �` ....:. I r°r" : ' # C ,
/ I _ - I i AfC i 1 ExrST: II Ir 7rE sFM To 4 �' o \ 0 I
/ / (SEE NOTE/f.)FTAIL aBpVF FOR 1 i ,, 1 1 SMri ��� EXIST. SMN S O/ \ 0 ` _o � � \ (f) .
/ REPAIR 4f3 EX. a7RI1CTURF) _ ,� ryo f r 1 / . 7. �ry c:) �' `. \ 8.2 •'`►+� y,
"".
/ / rJ /� rn -` J fil� `ate\ t�, j p \ ` 0 \ ' ` fNV \_ 7Yp. PRfI'OSEI, bRA ,''A -_ _ �li Y
/ 2 ILif (,v III 1 IIi 1 II � ` I/ j 0Q f` I I 20. ... I... .. . Lo � ` . ' (54NALF C'N PROPER Lfl,. ^ ,'F C;L f ,
U � � U 1l/`',j a�j ,n?' j�j I.
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��
'� � I f 11 I � F � , � �K_,'.. / � _
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/ EX- 17IRE }f Yt). " ll 1 s. I I 1 �,,
� (D u i A . cs/ oaf" 1 !I 1 s ?� 1.I I 70 � 55'5I'a2" V _F cj - _ EXIST. 8"SS r IiI I III._.. ? m \ .(, I ! - 9 3.I TD �' `
' / \\�1, - 6" 1'�h I?I 0 11 0 � ,a ? � � � L.� w I `\ CURB ALEXANnL-R r T .ETA 77GY1S' 1 ! '
-f / ('\l\
III D II 1 r - p CT. SlIL10UT}1 RALSTEAD R/W 2g.24 ! _
_ fr �11 1Il II ? I • , IN . 9.5 )1 -DE-SAC R P - -4 _R5_+a :-1c...
` 1 ! 1, FX15 7 8 4VM - - i , nq \ � .-
- _ -Li I li I II r_ -_- 1-_. 1 ,ice/ � -_ --
/ '
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_ 1 j ti(- -- 20 11 _
c>
_� _` __ � r i i fIJl ? 1 V \, 2) j' i �I ! ji 43 B RAF' a� + \ , '7.
,.-.
f _ 1I �� �. I1?! 1 II `-- , );, ... _. .. �, � PROP. 'S{) L x 12 w TEMP. ,� ,. / - - 1 1 ��� .. � -�I � r (` -- 1 I , j GY7AVFJ_ �ONST. ENTR. INV. h I
RTH CAS
__ r 11J 1 II r TYPIc AL SEE DETAIL \ ) - _. C �•0 \ '
____ �f ){
__ _ _11 _ _
r I . - , rim f, r. K I? C� �' IN'v; ' i 6.Gv �Mx S MrLANAGEI+IENT L M W 48AW
:-._. �-.,` ♦, �, I .. \ 6" _ - S Fq. 1.
�r I== sr35.y', , c, 5' FRAM PL � " �. _.-----�"..""" �,. a 1 !�',;r1 F" :�� .r DIW1S101i 4F:ENY'T
_�� ") � -... -._. f11 1? (0 , 9 (• � _ g �s -1 1 . f IFF� ' _- _
_ R a654,5si ---FH - r-',....2.�...6 W _ -H# i A - �ti - _ - - Y , �
FX ]n- txj i I 4 SS cr PR. �� . r ��r _.T- /_ ;f+k�� r
---
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I ___ SS --�,..,� _ I --. ... ............-. _ i1_T194' 9^ r N -� n"r�n:- - PRC'f' L�IMEN7 l �- -=-'.`- - - _ ,
sr,r I -_,. _ - .. _ - - - - - - ...�..� , Ex. f3 w ' s
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1, 17 ( T,) '_` _w /. -... - .., _, I
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cr=
. __ _ - \ R- 5654.5fi' ----�---� .._ _� sw,4LE'� . _ �F11
r _
_ v .- _ 1, L 1 `� PROP. SWAf_F OF . - ,r �� ;I C i',
PR r
, _ i ` - 269.17� .�- -- -- m - r
- -- - -- __ - .. vv 1 I � �_�. - -rr .. ,c _ " - ` i -- - -�_ - / 1 ri A / . , .
�. - - - `--_ -.rr _ - --- - ��
2 ! - - FTi TR ` _�
-. _ _. _ _ 1 - ..._. _ _ __ _I----------]� _ V I
L ff - I I �// ,r , )) a, - . _ .... _ - - - - HEG STREE F ("BRYOIJ CT.) _� (� - � � _ RECFI'1tG
- ---_.1r•SS � T ! �' e:?, -C ' C; TA. Q-+ CIO EXIST. EN 7R. r a 10) Ll o - x - f'� c OFFICE
/ -- - I I I r; F. - -- --- - ( ) f1_._� 1 �Q1 U L t% __ r� N. Y'rA HIVGiC CFri�_
1 i -- - f i J� . r L r F - 9 7 - L`�� -
---
r - -„ :_ . rr
,_x. Bc-'Bc, 2.. 1 } � !i ii r n11�
I I r f , - _ -- -
1 ; F,Y 7 - `- -k._ - i -_ r. 3'� i -- v --_ -- _ -__ _ ___ - -L._ _
- I - t2,1�_ �_ �ll�
- U �I�I �) r�
_
r , ,. i , _ - til fi _ . - F�( - -- - -
}
. . ). 1 µ F X 1 2' ''� - _ - - k
-
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jj Vu
�E --r' I - i I ... . ... .. .... -... _ i-X. 17 NM1A ..... ._ ..._ _._ ._......_. .. -. ....... _ .-. --- 7 ----�"'--' ._ /,12" ��f iL.. f_'<;- a
. - - - . .. - -.. -- - - ' - . - - ---... - - -- - r, tern x
. r �} INSTAL!_ C11R8 S1 l L..'L!T'C 4 USING C .- r- : `: MA T'L • C"I FACT _: _ ,ti
_�," I Tf3?': i,A?L JN 1='P I / 7TE-IN POINT TO Fx!ST. CURB TIES 7c & rJEN F• WY, '( =.. s '- t ;7 11 n,l, 'h'ATFRMAIN
J1 -? ` I`. - I(1.7� i ON EACx SIDEOF STf7EFr Ili (;r,r, f,-. Cf'Y' F'�Fi 4. -
L_ 40TF: 777E SP,'.1 /)-.ITS
._> I IN HALSTEAD R/W L 'Alcor
t7 [- � - ! -
I � ` F _-1 REQUIRE RIP -RAP A'PL1!�. , _ _
�I I ;
I ..._. + p f
l + 5�� '<L.,�, . 1)7 Ufa: �I�r_' �a :-,r (,j�
�) (Y __ -
f - i -
r
-
STORM DRAIN DESCRIPTIONS -_....-_._4
- ._ _ -- --
,
APPROX. 27 L-F '- 15' P1'F
LETTER
_REF . _ _, ___
i _
W/ FE,r, 0 INV. 7,6
AAPPROX.
A
175 LE --- 15" PIPE
W/ FES & INV. 7.70
'--_. _._-
i
_____ _-____ __.._... __._ __
APPROX. 230 LF - 15" PIPE
i K-�
(LAKE CONNECTOR)
PROP. CURB INLET
RIM (TO) = 9.50
PROP. CATCH BASIN
,�_
!NV = 7.35
i L. .RIM
= 9.0±
_.
IN V. = 6.85
/-C\
APPROX. 80 t F - 15" PIPE
i "\
APPROX. 170 LF -- 15" PIPE
ACROSS CUL-OE-SAC
; M,
(LAME CONNECTOR)
(TIE TO FX1ST. 0 6.7,5)
PROP. CURB INLET
i
n
RIM rc, ..SQ
i
i
� -
APPR 1X. 960 r.F T„ PIPE
INV. -- 7.19
i /,N\
(LAKE CONNECTOR)
60 LF - 15" PIPE
: /\
PROP. GA TCH BASIN
AAPPROX_
E
W/ FES 0 INV. 7.07
/U \
RIM = 9.5±
i
INV. = 6.95
PROP. JUNCT. BOX
I
E
TOP = 10.25+
WV. - 7.07
: _
APPROX- 60 LF- 15' PIPE
W/ FES 0 INV, 7.00
G _
-
APPROX. 20 IF - 15" PIPE
W/ FES 0 INV- 7.00
i
`-
; \
APPROX, 120 LF - 3Q" PIPE
IN
n-Q
(INV. = 7.3 - CUT = 7.15)
I\
APPROX. 124 LF - '15" PIPE
:
(ROANOKE AVE. ENT-R.)
' //%`
20 LF -- 15Y S T1lB PIPE
NOTES,
1.) ALL 13RAV77Y SEWERS 70 BE 8" IN DIAMETER
tA)D 0 0.4% SLOPE (OR GREATER - AS N07ED),
..
FX?ST. HAI_S7FAl., OFFICE 1-'AfzK 1I S1Jf�I_II`'. I
, _... . rXI
I
i ,, -
_ ._
� SCOPE,' OF WORK
i
I
I .,
,f f'7 1 c,
NfF 1 / r P 11r!
/!
; :'L1 1 101 f ,,)I),' '
!I
i "fit f. A,Ii iF
1 �._
r,"A if r,IA,f, -. Ir; hpI":,ni;
, ,,1!I, ,,I 1.V1 j],- . -•
WTI ?fj f.f..oil
I
4�Y 1f3F 4• :I i A'
1
WA I l; Re
t: I >: l
? <�
GENERAL NOTES: E S(SEWER)
i
, ..
. . .
r. ��.
,, , ,•
7.=iSTANCES SHOWN ON PROFILE ARE >=RUM DIE GENTFRUNE OF THE
' l� )I '
,,
..
F_SPEC'TIVF MANHOLES.
I
_ I .! , QC; , ,.
_-..... r
.,. .
2. '.E-WER MATERIAL: PVC - SDR :35 OR DUCTILE IRON (CLASS +57)
3. ;dANHOLF_ RIMS: MANHOLE RIMS IN ASPHALTAREAS ARE 70 HE SET
'' BE FLUSH WIT}{ THE FINISHED ASPHALT GRADE. MANHOLE RIMS
N. EARTH AREAS TO BE SET 3-6" AF30VE 771E FTNISHFD EARTH GRADE.
r;:ITE: SEF SPECIFICATIONS FOR HORIZ. & VERT SEPARA770N FROM
WATERMAI NS.
100 0 '" 100 :I 114 I ,
i( IN FEET ) , .
t inch '- IOCT #f. L____-_l.w__.l_l__,­
-- ... - _ .._.. _ . -"------ . _- --- ---,
GENERAL NO TES_ '
1. OwNFR -- RICH, RICH, do NANCE INVESTMENTS I
' H1H P101
1 114f` N. ROAD S"REFT
I F If..�. ARf 1 4 CITY, NC 27909 1
I
I
ra,:r+r r, r r?rr.ta
4xr{ are _r1 !rd.) _' .7
A. .Ah .F.
L , , 4 -
-hA,• , "'!P4 r-Ir - ,q89
.61, :a I.F"', - ;1 f A' f!A^, '1)
�}4111 r Al-
.. ;
c, ,. F 1.",zw'A'A , 04±VEP, ITS L1.'SIERII
W -_2
e 'r^. ¢7
-._.__ - - --__ -_­ _-T___ _ ----- --- ---- -___--..---
PROPOSED
UTILITY
&-
TREES lMPIT; 0 V EI)1:l `%'7_=
r." n �- __ f C�
_.:.
-
1.
RE ti'. E- F i , Ar,E, F,4
t
F'
I.-' r ;� r
! I it.pp
" H
-'I t,
14 !` 1 i "'_ I
(F' 1.%_ ,_
I
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�, ��� CVO U//tia _
�/ . I ..--� _� , . .
.
r
� c. .
__._____�_______________,------.__..____.- i..r
�.
p` krly _ F
<r -�_ _ ,,
..., _

TYR STREET SECTION
50' R/W
R/W C,L, R/W
SEE PLANS FOR LOCATION
WHERE THE CROWN WILL 1
BE ELIMINATED
EXIST. GROUND j
P.F.G.-------2`e 27
6:1 MAX. SLOPE - 53 2.5' CBcG1_. - -- 12.5' _ -� (STD. DOT 846.01)
I WM 2.5' C&G
... 10' __- 30' BC BC 10'
BC-R/W BC-R/W
I 6"SS
f PROP. 8 SAN. SEWER NORMALLY IN
CL OF STREET (SEE PLAN FOR OTHER LOCATIONS)
PROP. WATERMAIN (5- BACK OF CURB)
(SEE PLAN FOR DIA. OF WATERMAIN & SIDE OF STREET)
l_1 2" 1-2 ASPHALT SURFACE COURSE NOTE: ALL DISTURBED OR FILLED AREAS
$" ABC STONE BASE TO BE SEEDED & FERTILIZED
2O
A MINIMUM OF 6" OF TOPSOIL
30 THOROUGHLY COMPACTED SUBGRADE SHALL BE REMOVED FROM
OR 12' SELECT SAND BACKFILL, AS UNDER ALL AREAS TO RECEIVE
- - - ELEVATIONS/SOILS REQUIRE T--- -EITHER PAVE. OR C&G.----
GENERAL NOTES (STREETS / GRADING):
1, PRIOR TO ANY EXCAVATION, AND HAULING TO/FROM SITE, THE
TEMPORARY GRAVEL CONST. ENTRANCES SHALL BE INSTALLED
AT THE 4 LOCATIONS SHOWN.
THE SYMBOL FOR THESE IS SHOWN HERE; PRE 12'W TEMP•
(ALSO, SEE DETAIL DRAWING) GRAVEL CONS? ENTR.
2, ONCE THE DRAINAGE SWALES OR DITCHES ARE DUG, THE CONTRACTOR PROP, TEMP. RIP -RAP
SHALL INSTALL THE RIP -RAP FILTER DAMS - AT THE LOCATIONS FILTER DAM
SHOWN ON THE PLAN. 0
THE SYMBOL FOR THESE IS SHOWN HERE:
(ALSO, SEE DETAIL DRAWING)
3. ALL EXIST, FIELD DITCHES SHALL BE FILLED. THEY SHALL
BE DE -MUCKED IN LOCATIONS WHERE STREETS CR03S
THEM AND BACKFILLED IMTH SAND,
4. NO CUT SLOPES SHALL EXCEED 3.1 (HORIZ. TO VERT. )
5. ALL DRAINAGE DISCHARGES FROM THE STREETS SHALL HAVE
THE 'CURBED CONC. SPILLOUT' PER DETAfL SHOWN BELOW.
AS THE DETAIL INDICATES, EACH SPILLOUT SHALL HAVE
RIP -•-RAP PROTECTION, WHICH fS TO BE INSTALLED "FLUSH"
WITH THE FLOWLINE. (I.E.. RIP -RAP SHOULD NOT RESTRICT
DRAINAGE - ITS PURPOSE IS TO PREVENT EROSION)
�-
®RIP --RAP: CLASS "B' EROS. CONTROL
EJ =
STONE - MIN, 6'W X 61 X 18' DEPTH
EXPANSION
45' CHAMFER
JOINT
ckf
ON CURB ENDS 6" DEPTH
z
1'R (BC)
cvNC
y /
w
C W W= 3' F-F
o
q LOT -LINE SWALE y y
qq
I
qq
41
v
Fr+
(n
~_ `_ -� _
�
�
7.5•
RIP -RAP --
10' i
\ PERSPECTIVE VIEW
P1 AN CURBED CONC. SPILLOUT
- S rD. CURB ec GI I TIER
(NCDOT 846.01)
DETAIL CAE "CURSED C0NNC. SPILLOUT"
GENERAL MOTES:
1• EXIST. UTILITIES:
PRIOR TO CONSTRUCTION OR EXCAVATION, THE CON TRAC TOR SHALL
ASSUME THE RESPONSIBILITY OF LOCa17NG ANY-_iNC'ERGROUNC
i 7L - T?E_, "P;18LI:_'- ^R PR' ,,'A TF) T!-`A T' A1A Y EA, T A VG
'HRJ,)OH THE AREA OF _'ONSTRUC71^N, THAT ARE k4CT SI-+ONN CN
THESE ; LANS.
THE LC N TRACTCR SHALL HE RESPCNSIHLE F'7R REP,AIRrNG A- r S
FXPENSE .Ai'0 E,XfSTIN,; u 7LITIES DAMAGEC° C lRfNG fCrV�Tkl,v 1N.
A k� %TERfAL..S AND CNSTR lL rh' q IALL L?� r^c'V W.T� 't o.ecl;-
A\ .ARjIF A\ SPE IF; #TL'V ^F _
& PR,3; _. SPF,;_r.CA hS
-. �.., STSA�' _mot �w.•SaZ. ..-T' .. 4 • -- -r -Ecr
& =mac _ _
l A: A a A E
AS RED 'KEC W
d. ,SSA Cti Yi �` �', t✓4' k _;A -
$ Fr �:E\ PRE'✓E\ SC-.-I-ROM 6E'+�� tRr^ E ACM -E 'E
A.%" ACuA:.Eti` �)RAIN41E JA-ER � rtSt
AA', MA'ERi.AL THA- �S ERCrDEC S-'A,� BE RTtOkIP-_v RFMC/E'..
GENERAL NOTES: (WATERMAIN)
ALL PROPCSEC WATERMAINS SHALL BE iNSTALLEC HORIZONTALLY 5• _G_"
j FROM THE PROPOSED BACK OF CURB, ANC VERTICALLY WITH 3_G_" 1JF
CCVER.(FROM- _FINISHED GRADS IS- VERTICAL_ SEPARATION BELOW -ALL
I
STORM DRAIN CROSSINGS UNLESS NOTE[, OTHERWISE ON THE PLANS.
i;
ii
2. WATERMAINS MAY BE 1NSTALLEC UNDER STORM ukAfN: vvlT!-HOI!7 F-ITT!N _:
WHERE THE VERTICAL DIFFERENCE IS 2 FEET OR LESS.
I� I
3. THRUST BLOCKING SHALL BE )SEC? r'N ALL BENDS %?F 2.2 1 /2' ^'R
GREATER. (SEE SPECIFICATIONS)
j 4. WATERMAIN MATERIAL: PVG 'C-900) OR DUCTILE IRON LASS S])
I,
I 5. THE FIRE HYDRANTS SHALL f3F INSTALLED BOTH HOR`. do ,r.rtT.
I� AS SHOWN ON THE PLAN & THE DETAIL, IN SPECIFICA _L v.
i� NUTE: THE PROPOSED FIRE HYD. CONNECTION THREA:;S -'HALL
I MATCH THE FIRE DEPT. OF CITY OF ELIZ. CITY.
STORM DRAIN DESCRIPTIONS.
'
APPROX_ 20 LF - 15' PIPE
LETTER
DESCRIPTION:
i J
W/ FES O INV. 7.6
A
APPROX. 175 LF - 15" PIPE
W/ FES O INV. 7.7Q
APPROX 230 LF - 75' PIPE
i K
(LAKE CONNECTOR)
B0PROP.
CURB INLET
RIM (TIC) = 9.50
L
PROP. CATCH BASIN
_
INV.= 7.35
;
NIV =6.85
APPROX. 80 LF - 15" PIPE
APPROX. 170 LF - 15' PIPE
ACROSS CUL-DE-SAC
; M
(LAKE CONNECTOR)
_C
�,
(TIE TO EXIST. O 6.75)
/\
PROP. CURB INLET
RIM (TC) = 9,50
i
APPROX, 260 LF - 15' PIPE
INV_ = 7.19
i N
(LAKE CONNECTOR)
APPROX- 60 LF - 15' PIPE
PROP. CATCH BASIN
W/ FES O INV. 7.07
; p,
RIM = 9.5t
INV, 6.95 =
PROP. JUNC7: SOX
'
F
TOP = 10 25f
APPROX. 60 LF - 15' PIPE
INV. = 7.07
i P
W/ FES O INV. 7.00
APPROX. 20 LF - 15' PIPE
W/ FES O INV 7.00
i AQ
LF _ 30" PIPE
120.3
(INV.
IN - OUT m 7.15)
APPROX 124 LF - 15' PIPE
;
(ROANOKE AVE. ENTR,)
'
AR
20 LF- 15" STUB PIPE
PROP. JUNCT. BOX
TOP = 10.25.f
i
WITH FES O INV. 8.5f
(77E TO EXIST. CB)
INV --= 7,5t
SANITARY SEWER MANHOLES
NUMBER
RIM
INVERT
LOCATION
1
10.5t
0.72
LIFT STATION MH
2
9,7t
0.90
BRYON CT. CUL-DE-SAC
3
10.0t
1.77
BRYON CT.
4
11.5�
2.64
BRYON CT.
5
10,5±
- _ 3.54
HALSTEAD BLVD. R/W
6
10,3-+
4.40
ALEXANDER CT.
7
10.25±
1.31
20' EASEMENT
8
9.4-+
2.06
RICH BLVD.
-
9
10
-
9.6*
9. 7.±
3.16
4.02
RICH BLVD. (SOUTH END)
RICH BL VD. (SOUTH END)_
9.6f
_
5.16
11
RICH BLVD. (SOUTH END)
12
10.51
6.00
RICH BLVD. (SOUTH END)
13
9.9#-
3.52
RICH BLVD. (NORTH END)
14
9.4*
4.26
RICH BLVD. (NORTH END)
15
8.9]+
5.00
RICH BLVD. (NORTH END)
NOTES:
1.) ALL GRAVITY SEWERS r0 BE 8" IN DIAMETER
LAID O 0.4X SLOPE (OR GREATER - AS NOTED).
2.) SEE PROFILE, SHEET 2 OF Z FOR SAN_ SEWER
LENGTHS BETWEEN SMHS, SLOPES ETC.
/j
EXIST.
- 6"WM
L -
! _ 8"SS
\ (TYPICAL) I -
PROP. TEMP. RIP --RAP
/ RLTER DAM (SEE DETAIL)
/ INV. s0 �` \
7.0 � \
i�,�. ♦ v y N.A.
/ 1�a f
PROPOSED DESCRIPTION - -
FHt WATERMAIN W/ GATE VALVE j
6'5V AND W/ NEW HYDRANT
_40�- 6"WM
Sr. 8. SS .0..
SAN. SEWER
15" SD
STORM DRAIN (SD)
LAKE (LIMITS)
GROUND CONTOUR
DENOTES DIREC770N
OF PROP. FLOW IN
REAR PL DITCH
i
1' 71
B YP
1U
0
a
y9l � � ALy{�R Ate.
s
�90 <1
' SITE
VICINITY AIAP
/ NOTE: PROP. LANDSCAPED BERM & LAKE NO. 2 ?♦ // / \ `so- 5ti i
TO BE CONSTRUCTED BY "CAROLINA VILLAGE" - - ♦ V / �/ \ �� ,' . \0, j I
OWNERS AS A PART OF THEIR PROJE(;T. ZONE AD-1
o / \ 5�
RICH, RICH, & NANCE HAS GRANTED AN � \�°� 1
EASEMENT (DB 575 PG. 826) TO ALLOW \ /. \ �\ \ 1
[' � THIS TO TAKE PLACE. , �� /' \ \ �0 9`�U, " r
EXIST. 6" FJ'tN1A!^i
(PASQU0IAN C C-'_INTY)
V,
L F M PROPERTIES ♦ INV, / Icy °� �a r
DB 575 PG. 826 7.00 ram' 3 O '\
2A. <v 1)0 24'37'01" \ O \ CC! f `--kXIST. FIRE HYDRANT
(ZONED R-fi) , �o�Q`4� ^• 8 j.. N 1
T = 76.37' # R = 800.OG'
i ZONE AU- ♦ O y �/ �o ALL EXIST. FIELD ` ��s T = 187.4'
Q G' O a �� � L = 150.38'
DITCNE , TO 8E \ \
PCC = 9+77.51 C' /� L = 368. i8'
/ S9 n r �cT �/ ZF FILLED rt '°.p • %; � ` PC _ 134-08.04 I
�i
O / vP n \ PT = fi 127.89 �` \ F,p PT - 16+7fi.2', 1
Q.CHARLES !-IASKETT, JR. ,� ss� /i�`c2' �` 1 / ! '1'7 �' h`eo A c ' !
/ �vOU�ST0C K� APARTMENTS) �N ♦ �° Y 401 ��'� ' �o �qc ti osT ,s, \ N ! I
0 38 v/ �` . o I
R I u' v � o
I / / DB 462, P 404 / \ O RICH BLVCD� O !�/' f \. �T'C,S 9e ��\ END 6" WM !
\� DB 486. P 574 �. �O B Fjy 2>, �r O PROPERTY LINE 1
i ♦ �- - - 4'GV ` 2" BLOW -OFF O END
DB BOO, P 485 \� �. \ R }I �� - _ ` )� r O
w \ o
L
r- SNP S o�) �j i - F \ \ N
/ ! CONNECTOR r _ 1-�r7.� 80 G ` fib `� ! Q
PIPE I 8+20 !. ' • ` (HP) \ 1 11+75 35
A= 65.37'50' e 9 T_ >\ r h HP \ $ \ r 1
R= 800.00' �Y�! a cU�o�Y o 1 LET I o H 70
. $PV y.o}�I �� o \ (INV, a•o� r r = 916.38' ♦ tl m ti 2 2 N- �2 `_5 ) I! I h ' rqi
L= 916.38' N/ / MN 3 N 1a \ 9 p f r Q
PC = 0+61.14 A 2 1 24 rr : ��\ °\
PCc s+77.51 20 �. r 1 25
i 4+•25 t 1 !
.' S (HP) O it ' INV �. � • I , �? \ N G" �C�& \ \ 33 •s` �
4AL
♦o �� / 19 \ �a ' 7:s 0.2� t Nv. 0 2 6 I � \ \ � r !
�, v � r
� � � , . r-��•��, 8.2 r �r . sow \
BEG. STREET (RICH BLVO.) O /lk
p• �Yi \ _-
STA. 0+10.00 <v 1 �{, I rI
- • Q / / p �•.. f 1 / I 9pT PP `D_�7"1
(77E TO EXIST. STREET) po Q pP� \ �r ��l . , �� 16+70
.dry/♦ V • ti /i 7 a �_-' �\ \ \\ 13 I . �, 1 `� (HP)
FORE�A�C = , \ 1 MH 7 i ` PH 1 f r r
r � � R RAD.= 50' ' , 9.0
" PROP. SEWAGE LIFT i .8"W1y !
(TIE TO EX. 8" WM) �; ' , STATION (SEE DETAIL �\ �\ BC RAO, = 40' , \ INV
E Q - EXIST. BLOW oFF i % 6 ' . , 7
l� �• ON sHEEr z) . H 7 , � ~\ 9 � �� 1 �". ' . � �H . 6"Gv(2)
S 4443' O END OF 8• w�! �j \ g ,pp" �' __- -\ , ,� , r
TIE r0 EXIST. STORM / ' / \ t� L ^ , L �Q f� �- J 4.
FH 10.0 ! �1
i '---H 75 _ G " ~- I �\ PROP. TEMP. h" -r<AP �� °� �!�.�� g•�ri
I _ _ 626.00' / M \DRAIN O INV. 6.75 E`5 LAKE W.S. ELEV.= 7.0 �, I r r F
_, , H 2 A FILTER DAM (S OfTAIL)O i a I
coal . Mohr, 0.7 AC. (WA TER�URFACE) Tr , o r1 11 r - - _. _._...._._.- I
1 J,J 28 a Q I END STREET (RICH BLVD.,
`EXIST.~LA_-� 8 - � I N s•°° �.�1 JJ B 1 1 2g r � I � (R/►+')
yyyL`'--
.. Y
E
/ .
= `---___ I _ _ NDSC._~ EI?M ` - ¢ I -- -- - --- - - - .... -
1 STA. 1s+es 54 ,
�,. , � I� t 1 i � STA. 17+06.7t E'P I
_ $ ��0 L �� 2 J L E!_. F_ g END STREET (BRYON CT.) O \ 3 . r e r I
T 4 - -04�� ��� ` 1 4 `�7.3� ? - L D STA. 4+41.31 R.-P.)--- \ �a.
/ EXIST. STRUCTURE -� f v �T
/ "/ ! 56� 1 C _C_ - \ LL8.Y5�� + .� r r
/ TOP (OVERFLOW) ELEV. = 8.65 `\ I EXIST. I /�// /� 6 85 V \ 0� ............... i \ \ 1 PP !r r! r1
/ r 2 PVC ORfnCE INV. = 6.63 ! L.AKE + iI // so�.o,�, �F *�, I . . 1
\ \ ...... \ �\ 1 1 f Q ZDNE R-IS
1 I EXIST II / 7TE SFM r0 9 (� I 9 _Q o \ 243 08.2 11 If,
f1
(SEE NCTE/DETarL ABOVE FOR I I S 2 1Pp°� Q ff
I SMH EXIST. SMH F h \ N
REPAIR O EX. STRUCTURE) _ 4�
1J ry \ �+ \ -H \1 INV TYP. PROPOSED DRAINAGE ` GUY I r
J
A7 - - - _ _ J r ! y- �' 1 I 2O0' I \ (SWALE ON PROPERTY LINE) :, APO I I +
,Z Ull� PHASE
u n� 1Jr1 1 jIl [�` �// (\'\� 2d0' 1 4� L... p �9.5 r I!1 r II
LSTEAD 'j U U L� (�Id �u7 f !I ll !r I! a ! , ���i 7 \\ N r 1 1 I 0
EX. FIRE HYD. fJ� I I !
n �� �� _-_r !1 �1 �J a
I o s1 "I I
I r o MN 3 3� 5 55'51'42' W
EXIST. 8'ss z LOT 1 I 1 1 r - !!
1,rI o \ 0 I ..... r LEXANI - 91.36'
l I!1 (o ! Wm co1 I \ 3.066 AC. I I Z 1 +
o o CURB i ALEXANDER CT. STATIONS: ! I
�� j 1 11 !! 1 SPILLOUT N
N f� l f �� 'INV. 9.5t) �NAL5TEAD R/W R.P.0+55 1 I !
i 1 CUL-DE-SAC . = 0+85.19 r !
1 / EXIST. 6' WM +I! 1! f tj c< s 4 I # Li i \ 11 S 84"I8'12' w71
f ®~ ~ - .``� o 20d' ....... .. I ZOd' ! ......... R/W• R ..= 50' / I 79.39'
BRAT; 40
/ APPROVED
r n r i PROP. 0'L X i2'W�I�P , F� 4 ////
I INV. SMN.. INV. 8'75 KUNA � AL
1 i ORAVEL ONST. ENTR. I \., z L- 1 .� -. 1 NOR�FI CA
I !1 � o� �. (TYPICAL) {SEE DErarL)� } N#5 0 9.0 \i MANAGB TCO��
EX. FIRE HYD. <'ll! Ili N INV. o s"cvEN
�•
\\ - � v L= 385.95' � 5' FROM PL �, .. 6.W �E / `- rRANSrT10N 6' WM FROM DIVI$IOt'1 �
. �. e� - - _ - _ _. _ / f`� FH
R 5654.58 2 - 6 W �p, SWALE 5' INSIDE- HA2 S TFAG R PROF
WnTG 5' 1NCI0E
�k -
=' rA f - I ! \ N H 4 _SS - FZIIMENT -.. .- -�``� HA(STEAD COMM. PK. R , f LHL!!.=.^� Y.
- 1 __ '
_-_ - . _ h
- N51'04'49'W CH. 385,87' � N �
- R= 5654.58'� pROP SWALE PROP. SWALE �--� ��� 1-
L = 126 9,17' C`.� \ co
Y 5 �a� o I I 1�
_ ZR'\
_ _ Qu
- - E G �r i �{ EXIST.
Sir �9 / EXtST.ENiR. 1 \ 1'�
�l - -- - _ - i BEG STREET (BRYON CT.) L7 ! Y f r n '� RECEIVED
1 fX 7p•_ -r�*j- _.. I i �� �.» 1-� ] = --- 1STA. 0+00 (EXIST. ENTR.�" Q ��QD p(L� 1J �° 1 lam• t2" WASHINGTON OFFICE
y-Q _ (Ex. BC -BC -- 29.71') rI U�� _ r - - - - _� _ _ - - �\ i .
_ EX t2= yM _ _ =� � a _:.- - - - �' - - STA. 0+16.85 (R/ti 3 - - - - f - - \
-- - - _ _ Jt�N 2 1996
-T t _ �Ex t0.55�--__...- - - --- -- -- �-_- -- _
! - `-� _ _ _._ -��- -- -- -- - - _ = - - - J - -AW - _ _� _ FXCT. 8" G.I.P. (INSTALLED UNDER
�:
q PRIOR CONTRACT)
- - - - - - - - EX. 12" Nfa - _. _ _
7 2• WiA - .. - - - _ -
Ac - -- _ NOTE; CONTRACT X. 72 WM 12 T ) 1G1r
� I --- ----- -- - - -- ---- - --------- -�---- - - ---- -- - --- =y TOR TO EXTENL' TNF EX. 8"DI iNM •a
INSTALL
CnLE
ALLOW
`! r�I✓II rf P ,EXIST. tY D.I. / TIE 1N PONRTBTOPEh T. CURB USNG Di THE
IRON & NEW
ON EACH ENO, TO TnR
/ NAIL rlv P I E . TIES r0 THE EX. 72" &NEW 6 wM. CONTRAGT(7R i9
I ON EACH SIDE OF EFT TO COOR. W/C17Y OF ELfZ. CITY FOR TIE Tn EX. 12'
_10. z I I
_ NOTE: THE 4 SF: L 0 I TS
IN HALSTEAD R/w C NOT
1 REQUIRE RIP -RAP A PLIG. NOTE: SEE, SHEET NO. 2 OF 2 F OFR :
z \, PROMEs, V SAILS, a w'��lr=,S
------ - -- --
�iST. HALSTEAD DFFI�E BARK 11 S'
SCOPE OF WORK:
�X
THE L;'_i!JTRACi_)R SHAfI !'k(;Vrf F T!ff f lIJ;;
AH(JFe. A-r: rHt
I
mATf RfA. `: T(: r'I`.,,'AI r !rF 143 t+ ,f kA 117 R
NN r0 L1p
VVA
SF W1 a 141,1. A ! `f. A :f
f7 A .
N A r A l FA'
A l.. � •i,-
.� � .� �. -
rfrt f ,YSI>
CETERA. NOTES: MEWER)
/y liar A+�Er I.
(f
i
r �
1. DISTANCES SHOWN ON PROFILE ARE -kOM THE CENTERLINE OF THE II
i RESPECTIVE MANHOLES.
2.. :'ENER MATERIAL: P'C - 'DR 35 ! R D.ICTILE IRON (CLASS #51)
3. MANHOLE RIMS: MANHOLE RIMS IN ASPHALT AREAS ARE TO BE SET
TO BE FLUSH WITH THE FINISHED ASPHALT GRADE. MANHOLE RIMS ,pp
IN EARTH AREAS r0 BE SET' 3-5" ABOVE THE FINISHED EARTH GRADE. I
i 1.
�� II
LL1 NOTE: SEE' SPECIFICATIONS FOR HORfZ. & VERT. SEPARATION FROM
WA TERMAINS.
GRAPHIC SCALE,
p 50 100 200
( IN FEET )
1 inch = 100 ft.
A,
R0: N�
spi
x
GENERAL NOTES.
OWNER -- R)GH, RICH, do NANCE fNVESTMENTS
E711.1 RIi,H
1146 N. ROAI.: STREET
f LZABE TH CITY, NC 27909
Nr.d�f F+r kC,.
'446k' AN'L_^i4 A
A.M''-
- -+ 4
-t
4-
PROPOSED UTILITY & STREET IMPROVEMENTS
SF _ -
7 �
*X LAP r ,, E, a I:;, ��,> 41 , r �t �If,f1 c li i
1 C
r JR
,/.
RICH, RICH, & `4ANCE
A N. C. GENERAL PA.., T NERSHIP
���.f. ,
�.M hi
;•'�N CA �!�'ti
C,'-( OF FLIZABETH CITY
� o4 R• �
PAS��;ANK Cn'lIJ*Y, "Jr'kTM SAR ;_'^,A
•.
✓� '( .9
DESIGNED
DRn:•.v
_.
f S
JA,B
DAB
WPM
McDOWELt 34SSL _;A'E`; 04
/j'.E+Vr,I+rEF
r
Cu`E
SL4-E
'•4f0
E498L•2-7
.4-23-,4E
G�
E
C G ,0•'
..,,. •
1
PRGJ NO Nc
S-.EE-

\ GENERAL NOTES -CONTINUED
CURVE DATA A TABL
5.) EASEMENTS (IN ADDITION TO THOSE SHOWN ON PLAT):
j� A.) ALONG RICH BLVD., BRYON CT., & ALEXANDER CT.:
20' EASEMENT ALONG THE STREET RIGHT OF WAYS FOR
UNDERGROUND UTILITIES (ELECTRIC & DRAINAGE).
E f P �r-
/�O B.) SIDE & REAR LOT LINES:
10' ALONG & ADJACENT TO ALL LOTLINES, UNLESS
OTHERWISE NOTED, FOR UTILITIES AND DRAINAGE.
0 ,
n \ C.) SEE PLAT FOR EASEMENTS 07HER THAN THOSE
/ \ NOTED ABOVE.
6.) THE LOTS SHOWN AND DESCRIBED HEREON ARE NOT LOCATED IN A FLOOD
3C'�a ` HAZARD AREA (100 YR. OR 500 YR.) AS DETERMINED BY HUD/nA FLOOD
/ \ Oc�. \ MAP DATED AUGUST 5, 1985.
7.) ALL LOTS AS DEPICTED ON THE PLAT MEET OR EXCEED THE MINIMUM AREA
<\ \ AND DIMENSIONAL REQUIREMENTS OF THE ZONING DISTRICT IN WHICH LOCATED.
8.) STREETS. (ALL STREETS ARE PUBLIC)
T �
o
10
20' EASEMENT
/ (FOR LAKE MAINT.) o,
,39
218,091 S.F. ®\
5.01 AC, p \
/ �� 15' DRAINAGE
cn EASEMENT O• \
/o 1 \
�. �y / 40 m TYP. FRONT \� `
cy
28,293 S.F. (60' FROM STREET CL�
3?1- -A 35' MBL 38 \ A
/ 19,017 S.F. 0�v \• O ' \ S•O�' 00. / /4j 18, 98 S.F. ® A. 13,154 S.F. \ �/f/i�
•°o. yam.
LOT 13
LAKE N0. 3 15' ACCESS tea,
(OPEN SPACE) EASEMENT
SEWAGE PUMP
STATION SITEoo-
(DEDICATED TO THE w �y
CITY OF ELIZABETH 1,785 S.F. �r
CITY) N ® ,��
150.66' z 25.00'_ _ 50' R
N 55'11'26W 175.66' BRYON COURTI
LOT 10 CUL-DE-SAC
RAD. PT.
PUMP STATION SITE DETAIL
SCALE: I" = 50'
"CAROLINA VILLAGE"
(RESIDENTIAL SUBDIVj
L F M PROPERTIES
DB 5 75 PG 826
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARING
DELTA
Al
5654.58
175.52
87.77
175.51
N 53'55 32 W
51'46 42
A2
25.00
39.49'
25.22
35.51'
S 79 55 50 W
90'30 33
A3
50.00
36.14
18.90
35.36
S 13'1 W
41'2435
A4
50.00
36.25
18.96'
35.46
S 14'02 17 W
41'24 35
A5
50.00
49.20
26.80
47.24
S 6259 58 W
56 22 48
A6
50.00
66.10
38.89
61.39
N 50'56 07 W
75 45 03
A 7
50.00
41.66
22. i 2
45.46
N 10'48 29 E
47'44 09
A8
50.00'
36.14
18.90
35.36
N 55-22 57 E
41 24 35
A9
50.00
36.14
18.90
35.36
N 5522 51 E
41 24 35
B1
25.00
39.49
25.22
35.51
N 1034 42 W
9O'30 31
82
5654.58
174.84
87.43
174.83
N 56"43 O6 W
01'46 1$
B3
5654.58
175.07
87.54
i 75.06
N 58'29 28 W
01'46'26
84
25. 00
21.01
1 11.17
20. 40
5 O6'l 4 40 W
48'09 44
B5
50.00
124.53'
148.15
94.75
S 53 3Q 50 W
142'42 03
B6
5Q.00
116.66
116.88
91.94
N 11'42 13 E
133-*4-0'-4 �2
87
25.00
21.03
11.18
20.41
N 5426'S3 E
48'11 23
88
5654.58
207.35
103.69
207.34
N 60' 07 W
02'06 04
89
25.00
38.84
24.57'
35.05
S 01'54 25 W
89'00 35
Cl
825.00
183.65
92.18
183.23
S 36'13 20 E
12'45 04
C2
825.00
141.59
70.97
141.41
S 24 55 48 E
09'49 59
C3
825.00'
40.24
20.12
40.23
S 18 36 59 E
02'47'40
C4
325.00
25.69
12.85
25.68
S 19'29 01 E
04'31'43
C5
325.00'
91.21'
45.90
90.91
S 29'4715 E
1604*45
C6
325. 00
22. 74
11, 3 7'
22. 74
S 39'49 53 E
04'00 32
C7
775.00
69.14
34.59
69.1 ]
S 4423 30 E
0506 40
C8
775.00
88.60'
44.35
88.56
S 50-13 21 E
56'33 02
C9
775.00
88.61
44.36
88.57'
S 5646 24 E
0633 05
D1
775.00
88.62
44,36
88.58
S 63'19 30 E
06'33 67
02
775, 00
88.63
44.36
88.58
S 59'52'38 E
06'33 09
D3
775.00
88.64
44.37'
88,59
S 7625 48 E
06'33 11
D4
775.00
88.65'
44.37
88.60
S 82'59 Oi E
d6'33'13"
D5
775.00
88.65
44.38'
88.61
S 89 32 15 E
06'33 15
D6
775.00
88.66
44.38'
88.61
N 83'54 29 E
06'33 17
D7
775.00
90.66'
45.38
90.61
N 77'16 45 E
06'42 10
D8
775.00
18.86
9.43
78.86
N 73'13 50 E
01 23'40
09
825.00
360.69
183.27
357.82
S 85'03 29 W
25'02 58
El
825.00
99, 55
48.33
96.50
N 79'03 52 W
06'42 20
E2
825.00
99.40
49.76
99.34
N 72-15 36 W
C6' 44 12 '•
E3
825.50'
388.37
197.85'
384.80
N 55'19 2O W
2558 20
E4
E5
375.00
375.00
40.73
100.46'
20.38'
50.53
40.71
100,16
N 38'43 23 W
N 2756'20 W
06-13 20
1520'58
E6
375.00
19.93
9.97
19.93
N 18-44 30 W
03'02 42
E7
_
775.00
1 26, 73
13.37
26. 73'
N 18'12 27 W
01'58 35
E8
775.00'
1 75.11
37.5
775,08
N 21'58 25 W
55'33 11
E9
- 775.00
75.12
37.59
75.09
N 27'31 32 W
053313
j F1
F2
_ 775.00
25.00
164.52
1 39.76
82.57
25.49
164.22
35.70'
N 36 23'03" W
rY 88'01 37 W
12'09'48"
91'07 20
F3 _ _
F4
F5
1 1985.08
1985.08'
1985.08
141.55
75.05'
75.19'
70.80'
1 37.53
37.60
141.52
75.04'
75.19
S 25-1 E
S 22'47,21 E
5 20'3 E
04'05 08 €
02.09 58' y
02'1 '1
02' 0 4C
F6
1 1985.08
75.45
37.73'
75.45
S 18'26'4 E
FB _ _ _�_
F9
1985.08
198 05 8
7985.08
75.82
76.37
102.73-
7. 392
38.167
51.38
75.82
75.31
1 102.72
S 16-75 50" E
S 14'04 06 E
S 11'29'04 E
02`11'19"
02`12 09
02'S7'54"
_
G1
1985.08
251.71'
126.02'
1 251.54
S 06'22 09 F
O7 15 55
57
50,
20' DRAINAGE EASEMENT E 1 P , �\cb
� ��' / _ �,� STREETS 19/H/ tirlo © \ �� 12,945 S. \ I&
(SEE DB 575 PG. 826) �i c� E7 (P� ® ® q 1Yo �tj ,7 .� 6
41<1
�� r C ® \ s'^ IZ954S.F.
'WOODSTOCK APARTMENTS' `L� ' �'1 os I ,W O `SS "� �5 \ r \ r r
pia rn . C'� O
CHARLES NASKETT, JR, �' ,i x rn°'g ,c�v of rn r" h,Q. \ �' tia i2,96�21 S.F. QSFy�n<,7y !I
DB 462. P 404 �F v 4 �"� 24 A h� \ ©s 4'/) �Sa, \ \ r`� 34 \ '�. e�P
11
DB 486, P 574 G , i I 22 �' �h
ti� P �� tN r 21 Z z 23 �',t.aa1 SF. F�> s� yam, \ ��' ,�, �,.
DB 500, P 465 / i i o o �z R �� '� O `` •
y, , 1 s 12,i86 S.F. 3 �9+ �' IZ665 S.F.
$ 20 12,193 S.F. 1 12,177 S.F. f 2 25 h' \ 3• i4 O \ \
^� O' i / 161 `'ro $ A 12,168 S.F a9•
' 19 12,200 S.F. 71.33' 71.,33' % fo' F ^� •<v \ ! i rn, 71.33' 68 pg • 'S � \ r2 ® \ �`o
8 72.206 S.F. �1 5 60"O6'0? E 142.66' S 47'O]y tag 4z s3 �'�
�All) QP,' ,' oo. ,.33 •>~ S, ss. 2 6 �Ib
ryR-D 1 %'. F 12,212 ;F. S 7372'0� 2� 1 3 22�3� 12,095 S.F �`L \ , . \ \�' �{0 32 I 1
o I�3 ` 'y 24,819 S.F. JN
o.12, 217 S.F. o, >. 25, 751 S.F. , s• , ` O 1
��Q
'151O. - 4,/\ 1 �6
CONC. MONUMENT S 16
(CONTROL CORNER) ,2,zosS.F. sEwncE PUMP c2
N -,C LSTA710N SITE ®,2� If444J'00•? SEE DETAIL)
26,508 S.F. 2% \Cd
: 1785 S.F.) 40,431 S.F. 6.24' 15 OPEN SPACE (AREA
1
J
I
`
30�� A� ��js12.187 S.F. f�111ACS.F A ®1 CONC / `ory ot!
oo' ro, / gRAD. 50 R RAD. l S 55'1926"E MON / roh ryp°j 'cv Cl or g(p
a 0• CONC N 55-11"1 175.66' I 175.00' z
257.27' MON �-- 28 O n r
11,998 S.F. &2'27'37"w ',`�' 36,635 S.F.
o I o , �8. Nr 10 / 1 1 o s a
t00 IdS
o 15,283 F. �A3� 15,173 S.F. ?jy> s;
r _ _ s
t N 5579"1 � � � 55*19'26"E F 29
200.67' I '� I 200.00' ?ems 41,,73 S.F. J
r
8 1 0 0 0 1 9 $ >6. ?`96^ 6sli8'13
1 0r 16 53 S.F. i 00 rn 119• 5� f^
f o 16, 000 S.F. 5 18'
I ai
Qe J ,1 f N N 55`,'g4*26'W
r ®i 9, J 2xxz' I j I
G, 20Q.00'
ro
k ® 0 16,0 4 S.F. °i1 0 ,� 0 I� 16,000 S.F. 0 64,7721S.F. W 30 \:'I
4 G LOT i m r Co ti m 1.47 AC.
r PHASE I! N 5511111W "W m I o S 55'19'26"E : � 1.717AC.
j 8 Y HALSTEAD COMMERCIAL PARK
GENERAL NOTES:
1.) TOTAL "LOTS- AREA = 23,13 AC.
TOTAL STREET R/W AREA = 2.76 AC.
TOTAL OPEN SPACE_ AREA = 5.74 AC.
PUMP STATION Sf ii c AREA = 0.04 AC.
TOTAL BOUNDARY AREA = 31-67 AC,
2.) TRACT ZONED HCC (HIGHWAY COMMERCIAL CLUSTER)
3.) BLDG. SETBACKS:
MIN. FRONT YARD (BLDG. SETBACK)= 60'
FROM STREET CENTERLINE.
(OR 35' FROM R/W)
MIN, REAR YARD = 15'
MIN. SIDE YARD = 15'
4.) CTHER SETBACKS (LANDSCAPED BUFFERS):
A.) ACCESS STREETS: (RICH BLVD., BRYON CT., & ALEXANDER CT.):
15' LANDSCAPED BUFFER ALONG THE STREET R/W
B.) HALSTEAD BLVD. & ROANOKE AVE. FRONTAGE (THOROUGHFARE):
25' LANDSCAPED BUFFER ALONG THE R/W
C.) 50' BUFFER ALONG RAILROAD R/W
SEE ABOVE FOR CONTINUED NOTES -
GRAPHIC SCALE
0 50 loo 200
( IN FEET )
1 inch = 100 ft.
40o
® 200.67 200.00' ;� t� // FINAL, SUBDIVISION PLAT
r PLAT BOOK 21, PAGE 11 „�� U •f z r
i6 Q S.F. 1 Co `� 0 5 �0�� ALEaCANDER /� FOR
&e l o I 16,000 S.F. q
cc
N 55i9'26"W 200.68' I 1�4 o�S 55'1 �z � /a �^ m?' h SE H, U ALA" T rEAD CO ME �1 ��G=�� �(r�lU'JUU �
I U I 200.00' I CM 50' Rc-
-� I 2 Z z o>! (PUBLIC ST.) I BEING A Rt-SUBDIVISION OF LOT 2, PHASE !I, HALSTEAD COMMERC[AL PARK
03 G FF
rn 20,489 S-F 1 " 20.421 S.F. rn 25' BUFFER, -� - 25 gll �; p�S� AS RECORDED IN PLAT BOOK 21, PAGE 11.
CITY OF E_I'
2S' SUFFER ® -- 15, ASETH CITY
® - - - - � � � � �
50.00.'- Y � �
100_44_ _ CHORD'; t
R= 5654.58' CHORD R. 5654.58' 9 "• ' PAS OTANK CO?.':"Y, NORTH CAROLINA
N55'19'25"W 15' f
DESIGNED DRAWN CHECKED
- -- - - nCjAE5 DAB WPN4 cDOWELL & ASSOCIATES. P A.
ICJ F �jj y CAD # DATE SCALE
IL ' a ,.�r� E498D1 6--13-95 1 - 100 4
EXIST. -� - we�� "all
Rrcx BLUD.
PROD NO FILE NO SHEET
F-40:"?801 A-100- 2 of 2

CERTIFICATE OF OWNERSHIP AND DEDICATION
WE HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE PROPERTY SHOWN AND
DESCRIBED HEREON, WHICH IS LOCATED IN THE SUBDIVISION JURISDICTION OF THE
CITY OF ELIZABETH CITY AND THAT WE HEREBY ADOPT THIS PLAN OF SUBDIVISION
WITH OUR FREE CONSENT, ESTABLISH MINIMUM BUILDING SETBACK LINES, AND
DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND OTHER SITES AND EASE-
MENTS TO PUBLIC OR PRIVATE USE AS NOTED. FURTHERMORE, WE HEREBY DE-
DICATF ALL SANITARY SEWER, STORM SEWER, AND WATER LINES TO THE CITY OF
ELIZABETH CITY.
---- DATE ----- --- - ---- OWNER
DATE OWNER
DATE - OWNER
ACKNOWLEDGEMENT -OF COMPLIANCE PRIVATE DEVELOPMENTS
WE, RICH, RICH, do NANCE, HEREBY CERTIFY THAT THE PARKS, OPEN SPACE AND
OTHER AREAS DELINEATED HEREON AND DEDICATED TO PRIVATE USE SHALL NOT
BE THE RESPONSIBILITY OF THE PUBLIC OR THE MUNICIPALITY, ACTING ON BEHALF
OF THE PUBLIC, TO MAINTAIN. FUTHERMORE, PRIOR TO ENTERING ANY AGREEMENT
OR ANY CONVEYANCE WITH ANY PROSPECTIVE BUYER, WE SHALL PREPARE AND
SIGN, AND THE BUYER Of THE SUBJECT REAL ESTATE SHALL RECEIVE AND SIGN,
AN ACKNOWLEDGEMENT OF RECEIPT OF A DISCLOSURE STATEMENT. THE DIS-
CLOSURE STATEMENT SHALL FULLY AND COMPLETELY DISCLOSE THE PRIVATE
AREAS AND INCLUDE AN EXPLANATION OF THE CONSEQUENCES AND RESPONSI-
BILITIES AS TO THE MAINTENANCE OF THE PRIVATE AREAS, AND SHALL FULLY
AND ACCURATELY DISCLOSE THE PARTY OR PARTIES UPON WHOM THE RESPON-
SIBILITY FOR CONSTRUCTION AND MAINTENANCE OF SUCH PRIVATE AREAS SHALL
REST.
DATE -- --- OWNER
DATE - -- OWNER
DATE _ OWNER
c
5
0
x
f
z
5
a
z
cr
50' R/W
I
EXIST. GROUND 1 P.F.G.
2% 2% --- _ - -- ---
�__ rw
2.5' C&G
4:1 MAX. SLOPE R-- 2 (STD DOT $46 01)
12.5' 12.5'
10' - 2.5' C&G 1D,
30' BC -BC
BC-R/W BC-R/W
O1 2"f-2 ASPHALT SURFACE COURSE O THOROUGHLY COMPACTED SUBGRADE
OR SELECT SAND BACKFILL, AS ELEVATIONS
0 8" ABC STONE BASE REQUIRE
TYPICAL STREET SECTION
00
CERTIFICATE OF SURVEY AND ACCURACY
1, RONNIE L. SPIVEY, CERTIFY THAT THIS PLAT WAS DRAWN FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION, DEED DESCRIPTION RECORDED IN DEED
BOOK 472, PAGE 121 ; THAT THE LINEAR RATIO OF PRECISION OF THE TRA-
VERSE FROM WHICH THE BOUNDARY WAS LOCATED IS 1:10,000+ ; THAT THE
BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM IN-
FORMATION FOUND IN BOOK , PAGE ; THAT THIS PLAT WAS PREPARED
IN ACCORDANCE WITH G. S_ 47-30 AS AMENDED.
I FURTHER CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION OF LAND WITHIN
THE AREA OF A COUNTY OR MUNICIPALITY THAT HAS AN ORDINANCE THAT REGU-
LATES PARCELS OF -AND.
WETNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS
DAY OF JULY A.D., 199&
RONNIE L. SPIVEY L-2820
CERTIFICATE OF NOTARY PUBLIC
NORTH CAROLINA. PASQUOTANK COUNTY
1, A NOTARY PUBLIC OF THE COUNTY AND STATE AFORESAID, CERTIFY THAT
RONNIE L. SPIVEY, A REGISTERED LAND SURVEYOR, PERSONALLY APPEARED BE-
FORE ME THIS DAY AND ACKNOWLEDGED THE EXECUTION OF THE FOREGOING IN-
STRUMENT. WITNESS MY HAND AND OFFIGIAL STAMP OR SEAL, THIS _ DAY
OF JULY 1996,
NOTARY PUBLIC
MY COMMISSION EXPIRES:
CERTIFICATE OF APPROVAL FOR RECORD#NG
I HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN FOUND
TO COMPLY NTH THE SUBDIVISION REGULATIONS FOR ELIZABETH CITY, NORTH
CAROLINA, AND THAT THIS PLAT HAS BEEN APPROVED BY THE PLANNING COM-
MISSION OF THE CITY OF ELIZABETH CITY FOR RECORDING IN THE OFFICE OF THE
REGISTER OF DEEDS OF PASQUOTANK COUNTY,
CHAIRMAN, ELIZABETH CITY PLANNING COMMISSION
CERTIFICATE OF APPROVAL OF THE DESIGN AND INSTALLATION
OF STREETS, UTILITIES, AND OTHER REQUIRED IMPROVEMENTS
I HEREBY CERTIFY THAT ALL STREETS, UTILITIES AND OTHER REQUIRED IMPROVE-
MENTS HAVE BEEN INSTALLED IN AN ACCEPTABLE MANNER AND ACCORD4NG TO
CITY SPECIFICATIONS AND STANDARDS IN THE HALSTEAD COMMERCIAL PARK
SUBDIVISION OR THAT GUARANTEES OF THE INSTALLATION OF THE REQUIRED IM-
PROVEMENTS IN AN AMOUNT AND MANNER SATISFACTORY TO THE CITY OF
ELIZABETH CITY HAS BEEN RECEVED, AND THAT THE FILING FEE FOR THIS PLAT,
IN THE AMOUNT OF HAS BEEN PAID.
----DATE---�--------- CITY CLERK
DATE �- SUBDIVISION ADMINISTRATOR
W
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a�
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co
LLJ
c�
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1
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f

1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION,
3. FILL THE EXISTING FIELD DITCHES, CUT NEW SWALES AND DITCHES.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PARKING LOT.
6- PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED
SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE
OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS
WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
7. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
8. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
CONSTRUCTION SPECIFICATIONS:
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE 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
NY 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. DOT #57 WASHED STONE IS
RECOMMENDED.
: J.
_
L�J
+
$:1 SLOPE
PLAN VIEW
GRAVEL FILTER - DOT
#57 WASHED STONE
CONCRETE BLOCK
HARDWARE CLOTH
2" DEWATERING
TEMPORARY SEDIMENT POOL
a - + . a•' • ; � _ GRAVEL FILTER -DOT
r'. e.• ; 7 #57 WASHED STONE
1' MIN A ..
2' MAX -' �:, 16"~ r s(7
aP
FDI' -I11...11 ITT �QW INLT T IWITH GRATE
SECTION VIEW
BLOCK AND GRAVEL DROP INLET PROTECTION
NTS
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES,
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL.
MULCHING
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
SEEDING & MULCHING
TYPICAL DITCH OR SWALE
NTS
THE CONTRACTOR SHALL COMPLY NTH ALL APPLICABLE REOUIRMENTS 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 PRIM TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALT. 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
SEED MIXTURE RATE OPTIMUM PLANTING DATES
1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 - MAY 1
AUG. 15 - OCT. 15
2. COMMON BERMUDAGRASS 2 #/1000 SF MAY 1 - ,NINE 30
(HULLED)
3. PEARL MILLET 2 #/1000 SF MAY 1 - OCT. 1
4. FESCUE 5 #/1000 SF OCT. 15 - MAR. 15
SEEDING SCHEDULE.
90 FRELUSED FOR UNSTRV710H
LEADER SHOULD NOT
BE CUT OF DAMAGED
PRUNE AS PER
HORTICULTURAL
PRACTICES
PREPARED
PLANTING SOIL
WOOD STAKE
TAMPED SETTING BED
SECTION
TURN DOWN
TOP 1/3 OF
BURLAP
TREE PLANTING DETAIL
NTS
TdP-�C H SANK
BOTT014 OF DITCH
LAYER OF #5 -
WASHED STONE
4" THICK
TWO -- PLY
REINFORCED
RUBBER HOSE
WITH CABLE OR
GALVANIZED WIRE
AT 12C INTERVALS
3" MULCH LAYER
6' DIAMETER
EARTH SAUCER
PROFILE L—CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/2 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE 1N PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION!
CHECK DAM DETAIL
NTS
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
��G Fti�PO:
pJ ::•:':
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
2'
` ASPHALT PAVEMENT
STANDARD DRIVEWAY TURNOUT
NT$
4"
2" RAD.
♦ rP
e.d
2" TYPE SF 9.5 A ASPHALT
6" ABC STONE BASE
44
6"
CURB DETAIL
NIS
V
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www,hymanrobey.com
r�
1855C.
TOYOTA
OF
ELIZABETH
CITY
PASQ UOTAN K
COUNTY
NORTH
CAROLINA
KEY PLAN:
Project #:
070249
Drawing #:
070249 DETAILS
Drawn.
GMK
Checked:
KDH
Approved:
SCR
Date:
5101/07
Sheet#:
2 OF 2
Scale:
AS NOTED
REVISIONS:
DATE DESCRIPTION
SHEET TINE:
DETAIL DRAWINGS
SHEET NUMBER:
2
iT
l . i 91 [5! I!I ll 3^1' ,tri I it �. � ; 11 r. L�� 1���(• `r S } { i� [

/btJQt_ --n-,
F1, Z mk r (v 73`t /o. 5-6
70. 1¢. 4-
�k I
1 � • to `�.
I
20' EASEMENT PL
(FOR DRAINAGE do
LAKE MAINTENANCE)
COLLECTOR SWALE
3:1 SIDE SLOPES
DEPTH- 1-2'f
COLLECTOR SWALE AROUND LAKE
PERIMETER - TO FORERAY LOCATION
I$•t
3'+
O
F- EXIST. GROUND
4: 1
CHG. SLOPE
O ELEV. 7.0
NOTE: EXIST. RISER IN LAKE 1 1MLL CONTROL
THE MAX. HEIGHT OF STORAGE - TO ELEV. 8.65
STORAGE DEPTH = 1.65' (ELEV. 7.0 TO 8.65)
(EXIST. RISER O LAKE 1 = 8.65)
10.Of�
t WATER SURFACE (ELEV. 7.0
21 PERMANENT POOL (6' DEEP)
# ROTTOM (ELEV. 1.0)
X-SECTION PROP. LAF;ES NO. 2 & 3
DATA
DETERMINE LAKE SIZE (IN AC.)
SURACE AREA
VOLUME (AC. FT.) REQ'D. FOR
AREA (AC.) OF LAKE REQ'D.
LAKE NO.
DRAINAGE
AREA (AC.)
X IMPERV.
(DESIGN)
/ DRAIN. AREA (SA/DA)
AREA (AC.) REQ'D. FOR
DETENTION OF RUNOFF FROM
TO STORE 1' RUNOFF O
(7. FROM CHART)
85% TSS REMOVAL
THE 1ST INCH OF FAINFALL
A STORAGE DEPTH OF 1.65 FEE
CAROU9.4 y CF
30
1.3 ! 7•4
•°l3 ='- 0.72
0.33 U
0.33 AFf 1.65 = 020
2
14.1 Pam- =d
PH 2
75
3.05 ' t¢.{
D3oS 0.43
0.88 �� SEE
0.88 AF/ 1.65 = .S3',
(NORTH
0.55%
BELOW
1.21
0.73
1" RUN-OFF CONTROLS SIZE
3 19. p COMMPH 75 3.05 7.
(5arT}r BA-TN)0.60 1.19 @ 1.19 AF/ 1.65
SA/DA 9: = DEPTH
42. O 6 FEET
1' RUNOFF CALCULATIONS:
OBASIN: 'CAROLINA VILLAGE'
TOTAL AC. = 9.4
0.6 AC. ROOF O 1.0 - 0.6
1.2 AC. PARK. O 0.9 = -2,jL
-A 6 AC. GRASS O 0.2 1, 3_
9.4 3.9
3.9(43560)=14,157 C.F.
12 (0.33 AC. FT.)
OBASIN: HCP - NORTH BASIN
TOTAL AC. = 14.1
2.7 AC. ROOF O 1.0 = 2.7
Z9- AC. PARK. O 0.9 = 7 L
-& AC. GRASS O 0.2 = 0.7
14.7 10.5
10.5(43560)_38,115 C.F.
12 (0.88 AC. FT.)
f " RUN-OFF CONTROLS SIZE
0 BASIN: HCP - SOUTH BASIN
TOTAL AC:. = 19.2
3.6 AC. RODF O 7.0 = 3.6
10.8 AC. PARK. O 0.9 = 9.7
-!a AC. GRASS O 0.2 = 1.0
19.2 14.3
14.3(43560)=51,900 C.F.
12 (1.19 AC. FT.)
PACE 2 OF a

"CAROUNA VILLAGE"
RESID. SUBDIV.(38 LOTS)
(9.4 AC. CONTRIS. AREA)
DESIGN IMPER V. = 307.
L F M PROPERTIES
DB 575 PG 826
NOTE: SEE ACCOMPANYING
PLANS FROM 'ROBEY & ASSOC." /,-&lv
P
�► GO
EXIST.
LAKE 1:
WATER
SUR. AREA =
0.22 AC.
PERM.
POOL ELEV. = 6.63
DEPTH
- 6' BELOW
PERM. POOL
EX OUTLET STRUCTURE --�-
TOP (OVERFLOW) ELEV.
= 8.65
E)<. 3-
ORIFICE INV.
- 6.63
EXIST. PHASE r
(PHASE 1 = 8.6 AC.)
�r
i-1
�-yam
rac MAL N PP E� I
Q,m", - ra32 � r
i
a«aLEs N40 rr, ,^
r*OMemdc APAWrMI Tr)
PROP. 7 5'
PIPE
END 00ST,
WE
• rs
u+ar'r 0
~�i all
�11 ii
i
$ � 3 AJ
or
1 181-9
i
J� '
ra
0
y
eta
m
4
4120 r
Rr 22 � � =4
ra
ra
r� ra
LAKE 3
i
REDUCED SITE PLAN
SCALE: I"= 250'
SWALE; "A 7
TO LAKE
r,
20
LAKE SUMMARY:
W. S. AREA
PERM. POOL
OVERFLOW
DRAINAGE
LAKE NO.
IN ACRES
ELEV. (TOP)
ELEVATION
AREA AC.)
1 (EXIST.)
r
0.22 .1'°
6.63
8.55
8.6
2 (PROP)
0.81 3
7.00
8.65
23.5
y
3 (PROP)
0.72 !.IV
7.00
8.65
19.2
y
TOTALS 1.75 jr 51.3
CHECK SAIDA 9e USING TOTALS:
1,75 = 3.479.
57.3 (RESULT = EXCESS AREA)
(MIN. SAIDA f = 3.05)
"NORTH" BASIN INCL ALL OF H.C.P. - PH. 2
THAT IS NORTH OF THE CENTERLINE OF RICH BLVD.
NORTH BASIN" - 14.7 AC-
(LOTLINE SW'ALcS TO St�ALE "A", TO LAKE)
7*fP_ \ DRAINAGE SWALE (ON LOTLINE)
37
ae f1�
> / 33
\� ;o
27
�J17 2
'SOUTH' BASIN INCL.
m THAT IS SOUTH OF
"SOUTH BASIN" , 20
rl (LOTLINE SWALES T
_ Q
La
s� X O
COURTKT
mw
150,
FOR ADDIT. INFO. ON HALSTEAD COMM. PK. - PHASE 11
SEE 'U77LI7Y & STREET IMPROVEMENTS" FOR HALSTEAD
COMM. PK. - PHASE 11, BY McDOWELL & ASSOC. PA.,
SHEETS 1 OF 2& 2 OF 2- DATED 5-.30-96
NOTE: THE PURPOSE OF THIS DRAWING IS TO SHOW
THE "CONTRIBUTING AREAS" TO THE PROPOSED
LAKE / DETEN77ON PONDS. PLEASE SEE THE OTHER
REFERENCED DRAWINGS FOR THE DETAILS OF ITEMS
SUCH AS STREET SPILLOUTS, X-SECTION OF
DITCH/SWALE, DETAILS OF POND X-SEC77ON & FOREBAY
AREA, AND OTHER RELATED ITEMS.
HALSTEAD COMM. PK. - PHASE 11
BOUNDARY ACRES = 34.7 AC.
(NOTE: 34.7 AC. INCL BOTH LAKE 2 & 3
AREAS AND THE AREAS FOR EARTH BERMS.)
ALL OF H.C.P. - PH. 2
CENTERLINE OF RICH BLVD.
.611 A C.
V�VALE 'B', 15" PIPE TO LAKE)
r�
PAGE OF L
STORMWATER CALCULATIONS
"HALSTEAD COMM. PARK — PHASE 11
& "CAROLINA VILLAGE "
ELIZABETH CITY, NORTH CAROLINA
AAT' 5-30-9e fto McDOWELL & ASSOCIATES, P.A.
DWN: DAB ENGINEERS • SUR'vVYORS
CHK. WPM j P. 0. BOX 391
CAD# 5T0R&4.DWGj 1715 V&E}(SWL E RD.
EUZABETH CITY, NORTH CAROlJNA
SCALE- 1'0 250' I (919-338-4161