SW8000120_Approved Plans_20050125

SITE
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50' PRIVATE DRIVEWAY
PUBIC DRAINAGE EA- W- _
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I swMH.P'0 S------ S9S
M.B. 46 PG. 21
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°�-25' Street
i I I A i gER E rd _ _--
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Utility Notes:
1. EXISTING WATER AND SANITARY SEWER SERVICES ARE
CURRENTLY AVAILABLE TO THE SITE FROM PUBLIC
SYSTEMS. WATER AND SEWER SERVICE WILL BE BY CITY
OF WILMINGTON.
2. ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER,
CAM GAS & TELEPHONE SHALL BE INSTALLED
UNDERGROUND.
3. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON
CROSS CONNECTION CONTROL REQUIREMENTS. WATER
METER(S) CANNOT BE RELEASED UNTIL ALL
REQUIREMENTS ARE MET. CALL 343-3910 FOR
INFORMATION.
4. WATER SERVICES CAN NOT BE ACTIVATED ON NEW WATER
MAINS UNTIL THE ENGINEER'S CERTIFICATION AND
APPLICANTS'S CERTIFICATION HAVE BEEN PROVIDED AND
N.C.D.E.N.R. HAS ISSUED "FINAL APPROVAL"
5. IF CONTRACTOR DESIRES CITY WATER FOR
CONSTRUCTION, HE SHALL APPLY IN ADVANCE FOR THIS
SERVICE AND MUST PROVIDE A REDUCED PRESSURE
ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE
DEVELOPER'S SIDE OF THE WATER METER BOX.
6. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER
SHALL COMPLY WITH THE CITYS CROSS CONNECTION
CONTROL REGULATIONS. CALL 343-3910 FOR
INFORMATION.
7. ALL SITE LIGHTING SHALL BE LOCATED AND INSTALLED SO
AS NOT TO SHINE DIRECTLY ONTO ADJACENT RESIDENTIAL
PREMISES. UNRESTRICTED LIGHTING IS LIMITED TO A HEIGHT
OF TEN (10) FEET & 9(r CUTOFF LIGHTING IS LIMITED TO
FIFTEEN (15) FEET.
8. MECHANICAL EQUIPMENT & TRASH RECEPTACLES
WILL BE SCREENED BY AN OPAQUE FENCE
9. ALL SIGNS AND PAVEMENT MARKINGS IN AREAS
OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD
STANDARDS.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND
PROTECTION OR EXISTING UTILITIES DURING CONSTRUCTION.
CALL U-LOCO AT 1-800-632-4949. CONTRACTOR IS
RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY
UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THAT MAY BE BE
DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE
REPAIRED TO AT LEAST THE QUALITY OR WORKMANSHIP FOUND
IN THE ORIGINAL ITEM.
)k 1) ccx)�k- ��,''w u i � fh e
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aFprwc(4
PROPERTY LINE
EXISTING ASPHALT
APPROVED
NORTH CAROLHJA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
2S —7�1N- Z(Zi'.j
LEGEND
PERVIOUS PAVEMENT
NEW CONCRETE
INFILTRATION
TRENCH DRAIN
..::
PROPOSED FENCE
— X — X — X —
PROPOSED CURB
SETBACK LINE
— — — — —
EXISTING CONTOUR
-
EXISTING SPOT ELEVATION
40.10
PROPOSED FINISH GRADE
PAVEMENT SPOT ELEVATI
�®
ON
PROPOSED FINISH GRADE
TOP OF CURB SPOT ELEVATION
EROSION CONTROL
AROUND INLETS
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PROJECT #
04249
DEs. JPN
cm JPN
DRwrr. BLR
OATS: 09-23-04
QNSTRUCTIA
7 E P11ilEMS6 SAMM 6 NOT MIEN A RiDOD WIZARD
AREA ACWMM M 7 E MOOD M RANCE RAZE MAP
OF ODE= OOUNIY. NORTH GRO M (DOT. MIY
PANEL Na 370171 MM MABER 7. IM).
SCALE: 1" = 20'
mmod
0 20 40 60
SHEEP
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WT 770SME
SITE
ZONED. Re
I �ACpNT
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50 PRIVATE DRIVEWAY
"
' PUBIC DRAINAnr-__ EASEMENT _ "
"
— — —
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OWN
I 110,31' SOME CH=91.52
25' Street Yard "
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101AVD. ()ad
SCHEDULE OF TREES
PTJ
SPECIES
SIZE
90
PINE
19
91
- -
140
92
-
14
93
16
94
-
14
95
-
16
960
012.
97
0
11
98
16
99
0
13
100
18
101
13
102
11-
103
CHERRY
3 6
104
PINE
110
105
CHERRY
5
114
PINE
14
115
'
10-
116
CHERRY
7
117
-
9-
118
PINE
12
119
OAK
7-
1201
CHERRY
4
121
- -
7-
122
PINE
12
123
MAPLE
7-
124
CHERRY
2 10
USE:
ZONING:
PARCEL ID:
MAP ID:
ADDRESS:
SITE AREA:
DISTURBED AREA
CAMA LAND USE:
BUILDING SETBACKS:
BUILDING HEIGHT:
BUILDING LOT COVERAGE:
REQUIRED PARKING:
BANK O 4.255 SF:
TOTAL PARKING PROVIDED:
IMPERVIOUS AREA
BUILDINGS:
ASPHALT/CURB do GUTTER
SIDEWALKS/CONCRETE
TOTAL IMPERVIOUS AREA
PERCENT IMPERVIOUS:
PERVIOUS AREA
PAVEMENT:
PROVIDED PARKING LOT
LANDSCAPE AREA
BANK
IRS
P/O: R06113-001 -011 -000
313613142459000
3701 SHIPYARD BLVD.
48.696t SF(1.11act)
1.1 acre
URBAN TRANSITION
FRONT (SHIPYARD): 50'
SIDE: 8'
SIDE (CONVERSE): 50'
REAR (PRIVATE DRIVEWAY): 50'
25'-6-
4,255 SF/8.7X
1/400 SF - 11 MIN. REQ'D
1/250 SF - 17 MAX. PERMITTED
6
-19
20 SPACES PROVIDED INCLUDES 2 HC SPACES
5,768 SF (ROOF AREA)
19,132 SF (MINUS PAVEMENT UNDER ROOF AREA)
1,253 SF
26,153 SF TOTAL
53.7X
998 SF
1,794 SF
C.O.W.STANDARD NOTES
1. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTMTY. TREE
PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES
OR GROPES OF TREES AND NO CONSTRUCTION WORKERS, TOOLS,
MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION
FENCING;
2. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR
DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT
STANDARDS.
3. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT TRAFFIC ENGINEERING
(RICHIE BROWN) TO REQUEST INSTALLATION OF TRAFFIC AND STREET
NAME SIGNS. PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO
INSTALLATION OF STREET NAME SIGNS.
4. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT
MARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD
(MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
5. CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT 341-7888 TO ENSURE
THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON
THE PLAN. ADD A NOTE TO CALL TRAFFIC ENGINEERING AT 341-7888
FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY.
6. ANY BROKEN OR MISSING SIDEWALK PANELS WILL BE REPLACED.
7. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS STREET LIGHTING
OPTIONS.
8. PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION
CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED
UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR
FINAL APPROVAL CALL 343-3910 FOR INFORMATION.
9. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL
APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED
PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE
DEVELOPER'S SIDE OF THE WATER METER BOX.
10. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH
THE CTTYS CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910
FOR INFORMATION.
11. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CITY WILL NEED
TO BE ON THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT
MARKINGS) IN NCDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH
NCDOT STANDARDS. CONTRACTOR SHALL COORDINATE WITH NCDOT.
13. CONTRACTOR WILL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND
TRAFFIC CONTROL DEVICES PER NCDOT DURING MEDIAN CROSSOVER AND
RIGHT TURN LANE CONSTRUCTION WORK. COORDINATE WITH NCDOT AND
CITY OF WILMINGTON.
14. TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS ON PRIVATE PROPERTY
(OUTSIDE OF THE PUBLIC RIGHT -OF WAY) ARE TO BE MAINTAINED BY THE
PROPERTY OWNER.
LEGEND
PROPERTY LINE
NEW CONCRETE
PROPOSED FENCE
PROPOSED CURB
EXISTING CURB
SETBACK LINE
PERVIOUS PAVEMENT
WE .
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PROJECT #
04249
DES. JPN
cm JPN
DRwN: BLR
DATE: 09-23-04
�' jL I ASS D �Alfibl I N G S
131 NOT USE
FOP INSTRUCTION
DE SURV IM 6 NOT WM A R DW WM
AREA A=RDW 70 7HE FLOW tlSURVa RAZE MAP
OF 6l0NSwK7( OOUI& WM MIM (WWAK[Y
PANEL No. 3M71 W05 WMM 7. 1=E
SCALE: 1'1 = 20'
mill
0 20 40 60
SHEET
C2

SH IF I Al
COMMONS
MAP FOR
BUSINESS PARK
LOT 2R, LOT 3, LOT 6, DRAINAGE FACILITY TRACT, AND STREET DEDICATION
CITY OF WILMINGTON, NEW HANOVER COUNTY, NORTH CAROLINA
DATE: FEBRUARY 25, 2004
v
>x(b
E.P.
ti
6I- a1tv
`32?
•tea
E. P.
lV 87 O9 54 "W
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
NORTH CAROLINA, NEW HANOVER COUNTY
THE FOREGOING CERTIFICATE IS
CERTIFIED TO BE CORRECT. FILED FOR REGISTRATION THIS __DAY OF 2003;
AT O'CLOCK -AND DULY RECORDED IN MAP BOOK PAGE
B Y.
OWNER: CAMERON PROPERTIES C P�� E.P.
LIMITED PARTNERSHIP ,�1 1i
1201 GLEN MEADE ROAD ENG 18 N$ 71(� (�� C
WILMINGTON, NC 28401 Is
E��1vo �31PG 3 Z�1 SOT 152 `d
910-762-2676 t�i� g. 2 3g o V S
6516 2 o �
-A
2 r N
C1,
m 18513.9 Sf. '
0.43 Ac. rn 20' CITY OF WILMINGTON
UTILITY EASEMENT
� N
rn v
/ C23
L21
L20
L25-�-C24 C 2 5
LOT 2R �22 02o C21 L J JR, L3o-- -_
/ 105629.6 Sf. o I.S. L2 S. r 26 L28 C26
cv 2.42 Ac. TOTAL 0 C/7
Ls. C9 C10C11
1 %
LINE
BEARING
DISTANCE
L1
S
76'37'04"
W
52.01'
L3
N
28'22'42"
W
60.00'
L4
S
46*14'17"
W
63.50'
L5
S 65'16'24"
W
91.32'
L6
S
46'39'38"
E
8,00'
L7
S
13'33'04"
E
132.01'
L8
N
78'46'15"
W
80.49'
L9
N
17'34'34"
E
15,26'
L10
S
57'40'25"
W
20.07'
Lll
S
20'02'08
W
49.35'
L12
N
89*11'11"
W
108.83'
L13
N
89'11'11"
W
40.18'
L14
N
76'26156
E
30.00'
L15
N
76'26756"
E
30.00'
L16
N
76'06_ 27
E
40.19'
L17
N
76'06727"
E
40.19'
L18
N
46'14'17"
E
63.50'
L19
S
86'21'23"
W
71,87'
L20
N
81 *12'55"
W
197.87'
L21
S 86'21'23"
W
212.34'
L22
S
65'16'24"
W
43,27'
L23
S 65'16'24"
W
16.55'
L24
N
65'16'24"
E
21.13'
L25
N
86'21'23"
E
212.34'
L26
S 81'12'55"
E
50.50'
L27
S 07'27'27"
W
26.24'
L28
S
82'32'33"
E
20.00'
L29
N
07'2T27"
E
25,78'
L30
S
81*12'55"
E
127.36'
L31
N
86'21'23"
E
74.70'
L32
S 30'26'08"
W
60.10'
L33
S
30'25'08"
W
0.86'
L34
S
13'24"4"
E
19.57'
L35
S
13*24'14"
E
24,64'
L36
S
57'33'51"
E
61.09'
L37
N
76'06'27"
E
19.92'
L38
S
14*11106"
E
88.42'
L39
N
14*11'06"
W
62,26'
L40
S 04'34'41"
W
51.88'
L41
N
44-11'57"
E
50.09'
CURVE
RADIUS
DELTA ANGLE
CHORD LENGTH
CHORD BEARING
ARC LENGT
Cl
.350. 00'
25'20'38"
153.56'
N 06'49'54" W
154,82'
C2
350.00'
14 26'26"
87.98'
S 83'35'36" W
88.21'
C3
350, 00'
19'02'06"
115. 74'
S 55'45'21 " W
116, 28'
C4
320.00'
19102'06"
105.82'
S 55'45'21 " W
106.31'
C5
380.00
15'23'00"
101.72'
N 5355'48" E
102.03'
C6
320.00
09'04'18"
50.61 '
N 57'05'08" E
50.67'
C7
350.00'
15'23'00"
93.69'
N 53'55'48" E
93.97'
C8
380.00'
03 20'48"
22.19'
N 63'17'42" E
22.20'
C9
210.00'
0933'15"
34,98'
N 81'5236" E
35.02'
CIO
210.00,
04'19'37"
15.85'
N 88'49'02" E
15.86'
C11
210.00'
0734'43"
27.76'
S 85'13'48" E
27.78'
C12
390.00
23'01'46"
155.70'
N 07'59'20" W
156.76'
C13
325.00'
43 39'41 "
241.71 '
N 88'12'18" E
247.66'
C14
57.50'
59'45'05"
57,28'
S 35'09'59" W
59.96'
C15
325.00'
1426'26"
81.70'
S 833536" W
81.91,
C16
130.00'
120*57'30"
226,25'
S 4254'11" E
274.45'
C17
210.00
2452'59"
90.49'
S 6859'57" E
91,20'
C18
210.00'
08 53,10"
32.54'
S 52'06'53" E
32.57'
C19
210.00'
65'14'53"
226.43'
S 15'02'52" E
239.15'
C20
400,00'
07'40'32"
53.55'
N 69'06'40" E
53,59'
C21
400, 00'
1032'30"
73.49'
N 81 '05'09" E
73.59'
C22
420, 00'
21 '05'00"
153, 68'
N 75'48'54" E
154.55'
C23
370.00'
12725'41 "
80.10'
S 87 25'46 " E
80.26'
C24
350, 00'
12 25'41 "
75, 77'
S 87'25'46" E
75.92'
C25
330.00'
12 25'41 "
71.44'
S 87'25'46" E
71.58'
C26
350. 00'
12 25'41 "
75.77'
S 87'25'46" E
75.92'
C27
1 310.00'
21 21-52"
114.92'
N 08-49'17" W
1.15,59'
SHI
LEGEND
E.P, = EXISTING PIPE
R\W = RIGHT OF WAY
C.C.M. = CONCRETE CONTROL MONUMENT
I.S. = IRON SET
NO TES
1. AREA COMPUTED BY COORDINATE METHOD
2. ALL DISTANCES ARE HORIZONTAL UNLESS OTHERWISE NOTED
3. FOR REFERENCE SEE DEED BOOK 1380
PAGE 1321 (THIRD TRACT)
4. COMBINED GRID FACTOR = 1,0000
5, THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA ACCORDING
TO FLOOD INSURANCE RATE MAP PANEL #370171-00108,
EFFECTIVE DATE APRIL 2, 1986.
6. SURVEYED IN FEBRUARY OF 2004.
7. ALL LOTS AS DEPICTED ON THE PLAT MEET OR EXCEED
THE MINIMUM AREA AND DIMENSIONAL REQUIREMENTS OF
THE ZONING DISTRICT IN WHICH IT IS LOCATED.
f
IC
LOT 1
M.B. 37 PG. 128
M.B. 40 PG. 109
(PUBLIC RIGHT OF WAY VARIES)
f 30'D.E.
(PUBLIC)
LOT 14
MAP BOOK 40 PAGE 109
FUTURE DEVELOPMENT
E P.
2
I.S. Ln
w �9 Q�
oT CO
N
co
v
N
4, 6`�06.
w aJ %y
w
L31 Q,
LOT 6
4 j, �' 76362.4 Sf,
0 1.75 Ac.
1•s. DRAINAGE AND
I.S. G6 UTILITY EASEMENT a
O ~� C. C. M. 1. S. LA 1. S. O
z
LOT 3
G� C.C.M 0 826122.8 Sf.
9 18.97 Ac. TOTAL
Ls
51
C.C.M. G Q
G�,. N 6515453 ��SR�� cs.
G• � V�
Gpg�.�G RI ,o
P
DRAINAGE
EASEMENT
(PUBLIC)
fUtURE DEVELOPMENT
80' DRAINAGE AND UTILITY EASEMENT
FUTURE PUBLIC RIGHT OF WAY
DRAINAGE EASEMENT
�N
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Z
A
�
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3p0.00,
o N 76 26'56„ E
u)
. s.
-13
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o �
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D '{
m
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I.S. �.
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NI 72$'25
76.22'23
S „758.22'
E w
1"
C13 L8 Ls.
I.S.
L13 L12
N 76'22 2% w
0
N 89'11'11" W
107.35' m
I.S.
Ls. C15 N
w
0
WAY EEMEN1NT C2 0
-�� I.S. N J IVE
S 69 57'52" E pUe C �¶RITIES Eqs 1
S 76 22'23" W & Cf
BELLSOUTH TELECOMMNICATIONS
1584-1492
I $ v 56.87' TOTAL 44.34'
129416.9 Sf. 0 N 89'11 '11 " W
2.97 Ac. j 044.34' FU NRE DEVELOPMENt
RETENTION FACILITY PARCEL
R /W) /
(130
EASEMENT
MUNICIPAL ��
/ _
R®
MENU,L_EVA
L,j10NON_EASE
A G®60 SNOPYpR
CO /
d
OLD R/W
Z Lg7 V16 c 1, S. '
CITY D.E. MOH. � LS. ��.'�
1509-0711
TRACT 2 OLD R/W
MOH.
W 394.40
r.s. S 76 12 j0
�s
CERTIFICATE OF REGISIRA TION/DISC_OSURE FOR HOMEOWNERS ASSOCIATION
COVENANT CONDITIONS AND RESTRICTIONS BY REGISTER OF DEEDS
HOMEOWNERS ASSOCIATION COVENANT, CONDITIONS, AND RESTRICTIONS
FILED FOR REGISTRATION ON THE DAY OF ______________
AT -------(A.M. / P.M.) AND DULY RECORDED IN DEED BOOK
AT PAGE -------------
REGISTER OF DEEDS: __________________________
ICATE OF APPROVAL BY THE CITY OF WILMINGTON SUBDIVISION REVIEW BOARD
TY OF WILMINGTON SUBDIVISION REVIEW BOARD HEREBY APPROVES FOR
DATION THE FINAL PLAT FOR LOT 7 SHIPYARD COMMONS
)ED THAT SAID FINAL PLAT IS RECORDED WITHIN NINETY (90) DAYS.
DATE CHAIRMAN, SUBDIVISION REVIEW BOARD
CERTIFICATE OF OWNERSHIP AND DEDICATION:
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERS(S) OF THE PROPERTY
SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN OF
A SUBDIVISION WITH MY (OUR) OWN FREE CONSENT, ESTABLISH MINIMUM SETBACK
LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES TO
PUBLIC OR PRIVATE USE AS NOTED. FURTHER, I (WE) CERTIFY THE LAND AS
SHOWN HEREON IS WITHIN THE PLATTING JURISDICTION OF THE CITY OF WILMINGTON,
NORTH CAROLINA.
L0T 7
M.Q. 44 PG. 177
gINAGE EASEMENT PUBLIC
j 5- DR
'-
N
7�, a
o F
CERTIFICATE OF ACCURACY AND MAPPING
1, JONATHAN L. WAYNE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED
AS NOTED HEREON); THAT TH S V Y D ARE CLEARLY INDICATED
AS DRAWN FROM INFORMA TION 0 D S T A T RATIO OF PRECISION
AS CALCULATED IS 1: 20,000t TP. P IN CCORDANCE WITH
G.S. 47-30 AS AMENDED. WIT ES I 1 E `S NUMBER
AND SEAL THIS -DA Y OF 00D.
Not3 A.ForRecordatiol 1
onveya for AN- WF-, PLS 3391
I CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION OF LAND IN
THE CITY OF WILMINGTON.
JONATHAN L. WAYNE PLS 3391
DA TE OWNER
DA TE OWNER
DA TE OWNER
DATE OWNER 0' 100' 200' 300'
1 "=100,
STATE OF NORTH CAROLINA
I, REVIEW OFFICER OF NEW HANOVER COUNTY, CERTIFY
THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
DA TE
REVIEW OFFICER
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS, LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 26401
PHONE: [phone]
5833L3-04GW

MAP OF
o W
LOT 7 SHIPYARD COMMONS
�w
zN a
o
STREET DEDICATIFUT
URE DEVELOPMENT
N 76 Zg,56 E _...-
WILMINGTON TOWNSHIP N 762656" E
CITY OF WILMINGTON 30. oo' IRON
, SET
NEW HANOVER COUNTY N 762656 E
30. oo' '--,
NORTH CAROLINA
OWNER: CAMERON PROPERTIES
1201 GLEN MEADE ROAD
WILMINGTON, NC 28401
910— 762-2676
DA TE: JUNE 30, 2003
FUTURE DEVELOPMENT
NOTES
1. AREA COMPUTED BY COORDINATE METHOD
2. ALL DISTANCES ARE HORIZONTAL
3. FOR REFERENCE SEE MB. 40 PG. 109
4. SURVEYED MARCH 2O03
5. IRONS SET AT ALL CORNERS UNLESS OTHERWISE NOTED �r
6. ALL LOTS AS DEPICTED ON THE PLAT MEET OR EXCEED
THE MINIMUM AREA AND DIMENSIONAL REQUIREMENTS OF
THE ZONING DISTRICT IN WHICH IT IS LOCATED.
7. THIS BUFFER IS ESTABLISHED FOR THE PURPOSE OF THE
PLANTING OF TREES OR OTHER TYPES OF VEGETATION ANC\OR
THE PRESERVATION OF EXISTING VEGETATION; THE ERECT0N
OF STRUCTURES HEREIN AND THROUGH ACCESS BY MOTORIZED
VEHICLES IS PROHIBITED.
LEGEND
E.I.P. = EXISTING IRON PIPE
E.I. = EXISTING IRON
E.C.M. = EXISTING CONCRETE MONUMENT
R\W = RIGHT OF WAY
C.C.M. = CONCRETE CONTROL MONUMENT
C.P. = COMPUTED POINT
U.E. = UTILITY EASEMENT
D.E. = DRAINAGE EASEMENT
�- Ao, ADDITION /
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
NORTH CAROLINA, NEW HANOVER COUNTY
THE FOREGOING CERTIFICATE IS
CERTIFIED TO BE CORRECT. FILED FOR REGISTRATION THIS _DAY OF 2003;
AT O'CLOCK AND DULY RECORDED IN MAP BOOK PAGE
ISET BY.
N
W
w
W
0
\ m
LOT 7 p
C7 W 3.775 ACRES
VIl
Qn
rn
w 1
\ o
\ N \
\ $ \ PUBLIC iN.C.q•0� ', ...--
\ \ \ AGF EASFMF5EE NOTE` �� r
15, DRAIN , BUFFER
\ \ W 300.00
IRON
SET W
N 76 2223" E PUBLIC' R\
S 76 2223" IN30.00' P r
30.00
r L'eV
ARD
--- HIPYARD E30U
,RON
LOCATION MAP
( NOT TO SCALE )
Sl TE
SHIPYARD BLVD.
. •°"""`°Rl'�
�C C.S,SJ'r.,
CERTIFICATE OF ACCURACY AND MAPPING
�
1, JONATHAN L. WAYNE, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
SAL " ��
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED
AS NOTED HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED
AS DRAWN FROM INFORMATION FOUND AS NOTED HEREON, THAT THE RATIO OF PRECISION
,5��-
AS CALCULATED IS 1: 20,000+• THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
G.S. 47-30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER
°�1����.��������
AND SEAL THIS.,.7L DAY OF 7-0A, s 2003 A.D.
/�''"�'�--
BELL SOUTH TELECOMMNI CA TIONS
IJONATHAN L. WA YNE PLS 3391
1584-1492
CERTIFICATE OF APPROVAL BY THE CITY OF WILMINGTON SUBDIVISION REVIEW BOARD
THE CITY OF tMLMINGTON SUBDIVISION REVIEW BOARD HEREBY APPROVES FOR
RECORDATION THE FINAL PLAT FOR LOT 7 SHIPYARD COMMONS
PROVIDED THAT SAID FINAL PLAT IS RECORDED WITHIN NINETY (90) DAYS.
DATE CHAIRMAN, SUBDIVISION REVIEW BOARD
I CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION OF LAND IN
THE CITY OF WILMINGTON.
`it's!%✓"'�,��
JONATHAN L. WAYNE PLS 3391
CERTIFICATE OF OWNERSHIP AND DEDICATION:
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERS(S) OF THE PROPERTY
SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN OF
A SUBDIVISION WITH MY (OUR) OWN FREE CONSENT, ESTABLISH MINIMUM SETBACK
LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER SITES TO
PUBLIC OR PRIVATE USE AS NOTED. FURTHER, I (WE) CERTIFY THE LAND AS
SHOWN HEREON IS WITHIN THE PLATTING JURISDICTION OF THE CITY OF W/LMINGTON,
NORTH CAROLINA.
DATE
DATE
OWNER
OWNER
STATE OF NORTH CAROLINA
I, REVIEW OFFICER OF NEW HANOVER COUNTY, CERTIFY
THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNERS ASSOCIATION
COVENANT CONDITIONS AND RESTRICTONS BY REGISTER OF DEEDS
HOMEOWNERS ASSOCIATION COVENANT, CONDITIONS, AND RESTRICTIONS
FILED FOR REGISTRATION ON THE _____ DAY OF ---
AT -------(A.M. / P.M.) AND DULY RECORDED IN DEED BOOK
AT PAGE ________-___.
REGISTER OF DEEDS:
60' 30' 0 60'
SCALE IN FEET
60'
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 28401
PHONE. [phone]
5833- 7F. JW
MPS ter, �4

.;
I
, -, , , 11--
X I �;1010/1 z I / I/ , " ,� ,_ " _�
i- � Alm m J, . I -1 1, �,� 1, ------ - � ��, 111;;_____Z;�� -_
I- I ,,,�,,�', ;,� oe', � -----_ .. _ - - �_
- I so" I .... � . ""', I "" "'_��"��,_____.___ I I ...... �, .,
- fi, / 111,� " 311 I ,� C,"j
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SHIPYARD , a _;�� , "I El�,_�', __ _61P,"_ . ,:,;� /
4 11 // I I -_ I -1-11 11
", � %
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// ,Q _�, �Z_ z7i::!�'. ,� ----------- I f
I — I /,/ Alz� -4�"rz - I i
, , ­ RM t Ioo
/// - ftl�� I , /
f - -\" - , I I � 114;1
_______,________.J # , _� "I / _� .-- 41�"kv Plkw lw� 'i /
I /� I- �\
// �
# ? \ ___ 1!?� , il
) 2,,") 0 40 80 / t4 I __ 1Z43r , 0
------- / , // Q ; , T / -__ tkv � 11K OWN/
. __.. _ __ ww" Z A�J_
- � j, - 11 VIVS ''
= - — 44 Q A.-
1,
1:.____ - __ pftl-* I . �,,!'
======t4_-- // I -_ �J,r�� 14 /
- _ ____ I 11 " �4,, 1 i ___ I il
' 7 -_ P/ -_ It h 1
SCALE 04 FEET. 1,� I ! � F 1
I "= 40 / // // . i / * I
;/ �r-s , A
. , ! , al ,I
,
��, �, ! 1-1. Q 1
/ - ,, � r"; 7 1 III, I
Y/ & r& I 1
ETERENCZ: 1"`i It> ,��, i L �_, ; i i ,
�i 11��A 9
f / �i & ! I Znl"-M CITIMONS - Wet retention panel
Evil L) Ali P,E3r'zNW I'l T No. SV,,1D 000'20 j , // I / /1' JI 2. 000 acres 1,
'I, �) // P H,
%� 41 � , 0 114 W311;=0 Calcul
001 _�' I 11�_ / �11 �, / I I �, 1
.
E GEND: f F I 9-ki I It P I /
li'l -
41 1) // 8 H I I
0 E)%';'STI,11,1�', ;'R,GN P1PE /d I i I's r
I
Q EnSPNG CONUTETE AIGNWENI I �W I ., ` " � N 11 i alculations, See
,!, I 4 11 1 �
'-'_1)CT NORTH CAPOIDWA DEF1AJ-.,1,',IW1ENT � 1 INIV ��'. �, i / I � = 37.5 acres
OF 7,RANSrr70RTA'P,,*% I / to � I I . I J,��
, (_�, It/
' I I ,) , / 11 I� NG TO POND = 47.3 acres
. CS NCPT�J, CAROLINA G,,T0 STA770N �� j/1"i -- 11 J 47,3 acrcs total - 37.5 acres Impervious = 9.6 acre green arec.
�RON SET ­_ �, / I I
A .'. 1) If � �, �
P 0 KrE P P C I E I ,'A I , i SA REQUIREDi 37, 5 X 0. 98 + 9, 6 x 0. 20 I 47, 3 = 5, 92, or 82%
.? h . " ", . / I I i)
. CENTi�,`.'F,ILINE f � ,�,I",/ / f � ,
/i,4/ R,'C`,q T�- Or- VVA Y / ,� I,-, , 1/h J,.�,' I IN i 71; 1� lk!" A OV a i / At 7,5' depth, 90% TSS removal, from cha 2,9
.
/ " :��14 11 ��99 I I ._____, � IU ; 47,3 x 0,01 x 2,9 = 59,750 5f SA REQUIRED
/ �� hl.� / 'EAK EASMARGE SUMMARY -_ I At E Lev. = 38. 6 = 71,335 sf SA PROVIDED
/ 11, �,>' - /
, I
� / Q, ( I 0) pre-deveL ; / VOLUi'IC REQUIRED; R=[(P)(P?(Rv)/123<A)
-
I , 0 < 5 0) pre-devet I / '1/
/ 04, ,; .1
/ / t) .� I I/ 0(10) post-deve EL = 43,2 f , / SEE PAGES A.! and A,2, 'Controlling Urhan Runoff:
I
/ A 14 I A W50) pinst-al,eveLoped = 203 c-Ps @ WSEL = 43.8 1 l l
III N.% I 11 / "I I � (P)= 1,
I / 41 1 4 1 / C, 1 (3,0'� pos t -deve t oped = 243 cf's @ WSEL = 44,0 P ( Pj) = 0. 9
*1�
/ � /7�1 4 .. IP Z < R v) = 0, 1`25, + 0� 9< 2 7. 5 / 4 7. 3) = C. 76 4
I.., �;,%j . or / �TATE WATER QUALITY CONSIDERATIONS - I / (A)= 47.3
/ �, I . 0 Sf ired = 59,750 sf I , I
ArZ111"', I / ,", k,.- po
, Rn E(140, 760/12447, 3) = 3. 01 acre-feet
" . I � ,�, X I
/ , � if 0 1 ided = 71,335 sf 2 WSEL 23,6, , ,I- = 131,100 cf REQUIRED STORAGE
/ I`-, , ( I/
'.4 i / qu;red = 131,100 cF t� I At Ellev, = 40,4 = 146, 600 & PROVIDED STORAGE
� �,� t l f E? W S EL 4 0. 4 / .�, V
/ I `!?� 1 / I d DRAWDOWN; /
1J, I
/ Bi�'_ ___ I p sw e,�,'
I I/ 7, A /' ,
\ 04 " >4w �014d Y, .�, ,,�,�
11 I Z, 11 _� F" �I�, i '-,--,% �,,j , e l / / :
- Z�; ,\ I I AV / /I 21
/ I., � I ��,:::S , ,�.
I I A, * 1. I'll �'l I 'LT AP 40, 2 -- 38. 5 I 2 = 0, 9' � '' el I
.1 1 1 1 / _,'DF'F,FV`,Y r,A,LC',J'LA70N: AS-S'Ui REAS: // Af -,�X' , "
I 5��) i -_ ,�w !�) � I 1; 15;`1 1 . ""I',
I� I Is JI" (,:� --.z "' III / & // I /
/ I! I ''I bay Votume = 40,000 OF I 11 ­'! f.� _/ I / /
� I ,�, ,
/� / V! / �� - " � EL33.6= 71,3735, sf aiw­eown pona'i ","I, "
I ,,�, 11 0 � I ,/ /I
/ 1 .4 V / .1 .
/ / I ___ age = 200,000 X .2 = 40,000 cF / I I lt�!� Orifice equationi Q = C0004/2 / AP I 1 ,./
t �, �,'_ - ___ I 1i EL4C= 54750 sf ,w /,", ,
�3 . J� X4 Q = 0, % 087) ( 64, 4 X O� 9) " 1 IF j yy /111 . //' .
/ f/ __ J
/ / i�ll - I , _1_1� � - � .
,J 7 i�-�_�_ ___ I I � / F1 4() ,1--, P,.7S%P,i') ,7f ; / /, J
1 "1;7 - _� . `1 Ilk, . I
/ i n _�Z�_ 1.1!7,�":.,�,��Z___ 1 � = 0, 399 cfs / /
� . � �� %1? , I/
Z " ,
i 4_,__"�, EL41 =- 90700 sf ,?-� ,
& 4,; /
/ h� 4�1/ ,4 , ­_� , Ir I 14 �,V/ " .
N i'� I 'r / T = 367,420 sec. = 4 days OKAY I / ,
"-,--- - C) EL�'2= 96 790 sf I �,` , ,
\ // 11 ��____�. � ft/, ,!
I ____ 1A ,C )UIRE,'1::`,!TS -- / �.� �' / -,.- . . " ,
.
IJ I i; I ,.", , ,
i / "! -Z��:z , * I � , I - , , T/ I -X , , - , /
i ;,� �� �1111 EL43= 10,3200 sf FOr .DAY REQ .,
11
,.�
� � W, `f:­.� ,. ,
- ;I 1, I ."I'l ­ZZ-_.�, -11 ,., 11 / ': " I V ..,
A%/ - / / i e-1 , I .1, , " �!?,v E1,4 4= 1', 1800 sf i % = 40,000 cf '41 �i I I
! Y\ ?/ . V I &Wt� ---z,,-_,� ____1 Oft I �
L ( � ____;7141I1 =1 - i � Z � . . � _. - k I p y = 40,000 cf 40 " �
I / � �Z;Z.�___ , f -Z*,-- , I ,'!' - � I I I I I / /�'�' �//` 4e ' / * /
; I 1,;�'­,:�,',,A 11-�.1-.- * I """t , , -.41 �_ ____ __ \ I Y ,fl -- k
i /IV ­ ,�.",;.- P 1 �� ­---_�!,�, -- rco A- �,, Y/ ,,, / -
/ / J � �, ,,,, ! ��_ S >,, , - __� -- �, I _ ,,r,� � �` �c /
P " Y/G' . _-Z � ;� .1 � // . -� ��,
j/ ,,, ---_____-�-z� ": iv� �'4 �Z, , -, �.. ___� I " A , /
� ! ,-- ,t " o _� '11t__� )�:o 1�1 \ �'
IN A I ,� ,��,_ �____11 _,!� -- 145, Co C 7 / ,,, �y 0`� I
�. zll___�. , /, 14tv"P
I .y 1 # / - "_1 , ee. 'C' e, , e-) I, .0!:� ___!Z1__ ­,­ -__-, (" 4 ,IN \ ""I, " � AK, 11 /
i , ;1�1__ , - ',�� 4", ,, �'/ ;,�-k,r � , I I ., , ��,
1­__ "`_Zz,�4_ ...." "Y� t�ll , 51 .
- ____ _­�_ I/ !:,',
�b ___ '1­.Z:;z;_, , - 7.4 �_ �_ , i � 1N \ / / ""I
1? 61
,
I / R I - (Q.- I it, / �h 'r, I
- ,
. I - , I 11 - ,�-
; I It - -, ,;��­ . I . _�i / I
/ / �, / ." l,o,j `1'4�,� -_ ''; �, \ " ,(�, / � I , ,�y /
� I I I,� -I--- . ,"'."', � " ,% ,\ / ,X � I "-,.
� -
/ / / __ ", __ ­ _` I ___ — 4'� -, . / �
WAINTEXAMSE n&A -
I , .471 n)ce,,�,�,:-,n to :,,-, in,,�-r,-�,,I,:tcd �,,fe"�'.!��,,�kf eo,nd �:,,'-�,,�. ony l-JinffY!
,
cvnnt ,::Inc; nee ,�,d r�z­pc��-,,3 rnodi�-- ii-T-��-,,��,�,,-,,i-�',�,�����,
� �
2. Sedl:�­3!.-,�_ ,'_iadn to be deons! out vVen the Inv! of we1mvnt
!,ecich,�7 5�c�, I)e�c%,�i, 7,f��,`,er ,-,;,,�Fc,cs. R'ser st-ucture to be dwanan-J.',
if exion wofer wbow.,, dss;gn �,��-�'c�,,t--; ii.o !on�,_�s,r drain:,,,,�
y0paNy.
z-;�-�e:�� ,�:­,��: �C4.r'U:I,Z�--";�,,% rnu�c!-,,7�; cr;n-�, re­­,_-ee�jln,
,.,j 1
n-3 rct:C3!�Or,,�, c�:Cor.�,��;--,j t,I::, �-,-�,,�I&Tcklons prcoldc? to
r­,'?�r��'C�,Zn, �1 �3%.I`,(�,�!�� ,,.�,gI:--'�5:-'.�.�," cr.7""'r.
W707WE PLAN --
L Fix nwent veleta t I cl to be est,I-�!-,) � � �3�i�­.,,,� � r) ,v-_-c-,�-.,�'..o. r,,�v I,,.,: 0I
"51051 CrArcI"Inr� F_�­os:on abd sedownt comys! FIONVng cn,",
Donlon Mawa�,', !31.7�7t!-.n S, 111, !_%1,,,z4,,,r;t v,,,!-�,-,�-�n.
I
!0 Q w% I
!� Z:,�"�75) AfAY 2CO'.
I � . --- 1 V E_1�557 /7� & 77OX V 7 A �_
,"-' �­, . " � ,r: � ,_., ,;­`,:i�7 :.`�,__. 7 _,:� �,r__,��'�'� ,�" :,, ,`_,01,
�_,��_, 1`7�
,'� ��',�_,Z,� , -
..'�­ ­_ ­",. ��-,r,-. �;., .
4, ,�,,[�:,!"_�_,, :"..'_'A'�f"s, 1 ,7 , _ _ :, ,:, %,­,
V t-6 "" " cc'�"'��,:'1�1.
1-% ,-, "�." �I '' ,� '.�' r'kl", '11 �7'.".'I", , C':,",��7"".:I ,'��%'; ,
W7�� ��V,7 07 1�11FIZS­
6 0&00 00 �111 = 4a9l �!Z��',
4�" �v ",
,),"-�,'�'P'�"',,�.,,,,�,,,,,�") ,c,,,�,�'v,.�'MC�?,,�3 (MY ,;:_�,, 200";):
��,'E,f?N,*IiTTEO IP,,�,!,','�'-i�"',Ilt',I�lL�,' ,A,�i'EA ',r,d�,f7',,'L,.,�',*?',',2,,,*r�:
CL, Lots (al,[) -- 31� �5 :,,,..r,e,.�.
b� stre�ets - I 5, 1 acres
c, Sidewailks - a ? wrcs
717M, 3T 5 varz.;
I
" - - 1"
,_7, `,�,,- / -',',`, �� I,,_,:,,- �--:,., '�:�� `��. :�� ,:... T,:-.. =
751 TYPERVIERKS,
i ! -I- On- :�11/s�_f '-�;:N -, ___ / 1 �,, r, ,�,-;, � :�', , /
, - , \ , __� — - /' , , , �, , ­ '� I ­�11 / �1- I �
� � " I ­ -"-.- � III� N, / /
i7 , � ,
. "__�_L�__. ... , _ - 'L'� I � , /
" -------- _­_ __ ___ - , ,
i , - N ________­ . . . . . . . . I "', � , '�,`,C�_' ',�;J � �
A -��.--_ )0,4 V� - , ,.­_­=n'�m
.imvc z �
, �_ Par __________ - ____ ,�_'� �/ i`- `:� ",!,:, ,���'-,',
I / , i y , _________ �,-�,-,Zz� - - !4-1�1;�- , I _____ , --,-- _ , / / r �� .. ". � ,T , / " ST�,��77 "',�"",-, ,
I ky ., -
,
I " i i __ _1;;zz,_' __ - -­ ........ I 111� " I ,�) "'Y I /? / I '__ . a 10,530 l-,
-� � - ,�- " / - - �
-_
I __ _ _,Zz�� � AVEM- __17_____1 . 11 "�, , , ' 4
� � � ", " / :"�­�� - I I , . . ,,, " "I ­ E Fa - 4A?,,,
- / __ �, R AND PIPIESS, ETIC. ,:Z__:�__ - - ­ , , ,. -, "� I � I ,Z/ /' / ,,"!� ---�--,r-",.-...i'�:,��,*�1.1i'll�,'�-,.','.-�-,,'-.�*:�,�"-�.-..7'�:-',!�,�-�,�,.,:��.�!�','�,1.51111!L!?. .,..---' ­-­­­­ ------- 14-11111­11.1.­', i
11 I Z� , 1
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11, : ­ � �r r,.: � I -
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WILMINGTON TOWNSHIP
CITY OF WILMINGTON
NEW HANOVER COUNTY
NORTH CAROLINA
nWNFR- CAMERON PROPERTIES
1201 GLEN MEADE ROAD INDEPENDENCE EAST
WILMINGTON, NC 28401 LOT 1
M.B. 23 PG. 3
910- 762-2676
DATE: JANUARY 2001
STATE OF NORTH CAROLINA
E
REVIEW OFFICER
OF NEW HANOVER COUNTY, CERTIFY
/
1
THAT THE MAP OR OLAT
TO WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR
RECORDING. /
REVIEW OFFICER /
DATE
/
/
cm
t
W
J
�
cc
�
o
0
LOT 1
M.B. 37 PG. 128
V
Q
3
4J I
CJ
m
Q
a
SE ROAD RIGHT OF WAY VARIES
FROMOINT "A" TO POINT " B" AND
ECOMES A 60' RIGHT OF WAY
E.I.
II
�t
,2
10
C.C.M.
148.
CON VERSE ROAD
S ,ate ,�—oq o C.C.M.
LOT 2
87115.7 SQ. FT.
2.00 ACRES
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
NORTH CAROLINA, NEW HANOVER COUNTY
THE FOREGOING CERTIFICATE IS
CERTIFIED TO BE CORRECT. FILED FOR REGISTRATION THIS DAY OF 2001;
AT O' CLOCK , AND DULY RECORDED IN MAP BOOK,_ PAGE _
BY.
Gb
N
n
i� 0
0
I.S.
G6
N� h0 C. C. M.
Nbt& P�
�6 ♦ l
I.S. � `� go � IRC �P1
C.C.M. 6 Nk _ �F
G� LS. c
N 65. g6 32 G� `60
�" E C. C. M.
�Z
16
N 65.
I.S.
sr �✓� 1
Iro
N 89' 1 1' 1 1" W 1 18.15 — R`335.0, o
C. C. M. C.C.M. �y \
" A" M.B. 40 PG. 109 M A
(PUBLIC RIGHT OF WAY VARIES) \ y \
� m
'mom
LOT 14 ° Nm
NOTES
MAP BOOK 40 PAGE 109
I
�N
m
Z
1. AREA COMPUTED BY COORDINATE METHOD —`
2. ALL DISTANCES ARE HORIZONTAL
I � I
3. FOR REFERENCE SEE MB. 40 PG. 109 CURVE RADIUS ARC LENGTH
Cl 350. DU' 1 1 16.28'
4. SURVEYED MARCH 2O00 — JANUARY 2001 C3 380.00'
5. IRONS SET AT ALL CORNERS UNLESS OTHERWISE NOTED C5 380.00, 126.25'
LEGEND C6 320.00' 85.92'
C7 35C.00' 93.97'
E.I.P. FYISTING IRON PIPE
LINE BEARING DISTANCE
1 S 2822' 42" E 30.00
2 S 28' 22' 42" E 30.00
3 S 24' 43' 36" E 30.00
4 S 24' 43' 36" E 30.00
CAMERON PROPERTIES
M.B. 37 PG. 128
FUTURE DEVELOPMENT
i
CAMERON PROPERTIES
M.B. 37 PG. 128
FUTURE 1EVELOPMENT
I.S.
j
NOTE WELL:
LOT 2 AS SHOWN ON THIS PLAT IS RESTRICTED
TO 81 %. TOTAL IMPERVIOUS Si -RFACE PER NCDENR
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
TANGENT
6F�
7EGREE zF ';URVE
16d2�
1 15.74'
N
55' 45' 21 "
48"
E I
E'
19- 02 06"
23 00
158
51 32'
Sd4' 40"
101. 12
105.82'
N
N
53' 55'
55' 45 21 "
E
19 Q2 06"
� 3.6.5'
�d54, , 8" —
5d4' 40"
125.67'
125.6'
N
55' 45' 21
E
19 02 O6"
63.71'
43.22'
7d54' '8"
N
53 S5' 48
' 55' 48"
E
E
15' 23' 00
15' 2.3' 00"
47.27'
' 6d22' S"
93.69'
N
5
LOCA 77ON MAP
( NOT TO SCALE )
SITE
SHIPYARD BLVD.
I
W
A WALL
,�•� t� GAR � , Q)r ��� S TO�KS A
•.', ,u..,,..».ess» z JA
a�%• o `•�tC � Y
ON
S'
�`�,e� � ci aaa y4i •y,,':,y,
CERTIFICATE OF ACCURACY AND MAPPING
1, JOHN -I. JE.RNIGAN, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED
AS NOTED HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED
AS DRAWN FROM INFORMATION FOUND AS NOTED HEREON; THAT THE RATIO OF PERCISION
AS CALCULATED IS 1: 20,000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
G.S. 47-•30 AS AMMENDED. WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER
AND SEAL THIS39 'DAY OFF_ 2001 A.D.
'JOHN H. JCAN PL L-3829
I CF_RTIFY THAT THIS SURVEY CREATES A SUBDIVISIO OF LAND IN
THE CITY OF WILMINGTON. /
/y'OHN H. JERN AN PLS I-3829
CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPEMENTS
I (WE) ACKNOWLEDGE THAT NEITHER THE STATE NOR THE COUNTY
SHALL BE RESPONSIBLE FOR MAINTENANCE OF ANY STREETS, PARKS
DRAINAGE, OPEN SPACE OR OTHER AREAS WHICH ARE DESIGNATED
FOR PRIVATE USE. I (WE) ACKNOWLEDGE THAT PRIOR TO CONTRACT-
ING WITH A PROSPECTIVE BUYER, I SHALL GIVE THE BUYER A WRITTEN
STATEMENT WHICH DISCLOSES THE EXISTANCE AND LOCATION OF
SUCH PRIVATE AREAS AND SPECIFIES THE MAINTENANCE RESPON-
SIBILITIES FOR SAME. WHEN APPLICABLE, THE STATEMENT SHALL
DISCLOSE THAT THE STREETS WILL NOT BE CONSTRUCTED TO
MINIMUM STANDARDS SUFFICIENT TO ALLOW THEIR INCLUSION ON
THE STATE HIGHWAY SYSTEM FQ� MAINTENANCE.
DATE ,'�!/1Q! SIGNiATURE .iw
CERTIFICATE OF OWNERSHIP, DEDICATION, AND JURISDICTION
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERS OF THE PROPERTY
SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN
OF SUBDIVISION WITH MY (OUR) FREE CONSENT, ESTABLISH THE MINIMUM
BUILDING LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS,
CONSERVATION SPACE, AND OTHERS TO PUBLIC OR PRIVATE USE AS NOTED.
ALL ROADS, AND DRAINAGE EASEMENTS ARE DEDICATED FOR PUBLIC UTILITY
PURPOSES, FURTHER, I (WE) CERTIFY THE LAND AS SHOWN HEREON IS
LOCATED WITHIN THE SUBDIVISION JURISDICTION OF
D
p Tei SIGNS TUR -
CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNERS ASSOCIATION
COVENANT CONDITIONS AND RESTRICTIONS BY REGISTER OF DEEDS
HOMEOWNERS ASSOCIATION COVENANT, CONDITIONS, AND RESTRICTIONS
FILED FOR REGISTRATION ON THE ----- DAY OF —------- r----
AT------(A•M. / P.M.) AND DULY RECORDED IN DEED BOOK
A T WAGE ------------
REGISTER OF DEEDS:
E•1, = EXISTING IRON 6C
E.C.M. = EXISTING CONCRETE MONUMENT CERTIFICATE OF APPROVAL BY THE CITY OF y1tMINGTON SUBDIVISION REVIEW BOAR 60
RIGHT OF WAY THE CITY OF WILMINGTON SUBDIV,510N REVIEW BOARD JEREBY APPROVES FOR
R\W = �— _F-
M. CONCRETE CONTROL tirONUME; M T RECORDATION THE FINAL PLAT FOR LOT C SHIPYARD COMMONS SCALE IN FEET
PROVIDED THAT SAID FINAL PLAT IS ,?ECORDED WITHIN NINETY (90) DAY--.
C.P. = COMPUTED POINT 1 = 60_
U.E. = UTILITY EASEMENT — —
� F, = C.�AIRMAN, SUBDIVISION REVIEW BOARD
DRAINAGE EASEMENT pA7E
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 28401
PHONE. [phone]
5833-2F dwgMJL-01

MAP OF
•
' T 14
SHIP YA RD C VAW� ONS
WILMINGTON TOWNSHIP
C11-Y OF WILMINGTON
NEW HANOVER COUNTY
NORTH CAROLINA
OWNER: CAMERON PROPERTIES
1201 GLEN MEADE_ ROAD
WILMINGTON, NC 28401
910- 762-2676
DA TE: NO VEMBER 7, 2000
CURVE
DELTA
RADIUS
ARC
1
25' 32' 25"
325.00
144.87
2
25' 32' 25"
365.00
162.70
3
38' 27' 25"
57.50
38.59
4
17' 58' 36"
365.00
114.52
5
551 ' 59"
325.00
33.28
6
25' 32' 25"
335.00
149.33
7
25' 32' 25"
350.00
156.02
8
90' 00' 00"
37.00
58.12
CHORD
TANGENT
CHORD BRG
143.68
73.66 N
1 1' 57' 2-`" W TOTAL
161.36
82.73 N
78' 02' 36" E TOTAL
37.87
20.06 S
45' 48' 40" W
114.05
57.73 N
74' 15' 41 " E
33,26
16.65 N
21 ' 47' 37" W
148.10
75.93 N
78' 02' 36" E
154.73
79.33 N
1 1 ' 57' 24" W
52.33
37.00 S
45' 48' 49" W
LINE
BEARING
DISTANCE
1
S
24' 43' 36" E
8.52
2
N
65' 16' 24" E
5.00
3
S
65' 16' 24" W
18.42
4
S
24' 43' 36" E
38.52
5
S
65' 16' 24" W
44.81
STATE OF NORTH CAROLINA
1, REVIEW OFFICER OF NEW HANOVER COUNTY, CERTIF%
THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER
to
NOTE WELL:
LOT 14 AS SHOWN ON THIS PLAT IS RESTRICTED
TO 81 i TOTAL IMPERVIOUS SURFACE PER NCDENR
NO TES
1. AREA COMPUTED B Y COORDINATE' MET -HOD
2. ALL DISTANCES ARE HORIZONTAL
J. FOR REFERENCE SEE M.B. 37 PG. 128.
4, SUR W YED MARCH - )UNE 2000
5. IRONS SET AT ALL CORNERS UNLESS OTHERWISE NOTED
LEGEND
E.I.P. = EXISTING IRON PIPE
E.l. = EXISTING IRON
E.C.M. - EXISTING CONCRETE MONUMENT
R\W = RIGHT OF WAY
C. C. M. = CONCRETE CONTROL MONUMENT
C.P. = COMPUTED POINT
U.E. = UTILITY EASEMENT
D.F_. = DRAINAGE EASEMENT
Copyright 0 Hanover Design Services, P.A., All rights reserved. Reproduction or use
of the contents of this document, or additions or deletions to this document, In
whole or part, without written consent of the land surveyor, is prohibited.
Only copies from the original of this document, marked with an original signature and
original seal of the surveyor shall be considered to be valid and true copies.
CERTIFICATE OF REGISTRATION BY REGISTER OF" DEEDS
NORTH CAROLINA, NEW HANOVER COUNTY
THE FOREGOING CERTIFICATE IS
CERTIFIED TO BE CORRECT. FILED FOR REGISTRATION THIS _ DAY OF 2000,
AT -O'CLOCK--, AND DULY RECORDED IN MAP BOOK PAGE_
BY:
LOT 1
M.B. 37 PG. 128
NOTE: I
j CONVERSE ROAD RIGHT OF WAY VARIES
FROM POINT "A" TO POINT " B" AND
THEN BECOMES A 60' RIGHT OF WAY �E
I N ro SZ �
CONVERSE ROAD
(PUBLIC RIGHT OF WAY VARIES) �y
S 89' 1 1 ' 11 " E 129.75 C7 C. C. M. C. C. M.
o, 0.518Ac 6
- C6 E.1.121
50.01 C. C. M. 1 18.15 C. C. M. r
A I.S.
S 89' 1 1 ' 11 " E ;_ _ _ 131.50
�� Ikg EL 67.69 EL N 87' 32' 27" W
�h y i DRAINAGE
EASEMENT
E. 1. (PUBLIC)
10' BUFFER EASEMENT " THIS EASEMENT
IS,' ESTABLISHED FOR THE PURPOSE OF
THf_ PLANTING OF TREES AND OTHER TYPES
r" OF VEGETATION AND\OR THE PRESERVATION
rya I OF F."XISTING VEGETATION, THE ERECTION
M OF STRUCTURES HERE IN AND THROUGH
ACCESS BY' MOTORIZED VEHICLES IS PROHIBITED"
I
t
a C4
o
0
� � I
(PUBLIC)
I
I
��
LOT 14
2.000 acres
N 89' 11 ' 11 " W 276.22
N 89' 1 1 ' 11 " W 34.3, 01 -
50' PRIVATE DRIVEWAY ESM T.
& PUBLIC U.E.:
CAMERON PROPERTIES
M.R. 37 PG. 128
IFUTURE_ DEVELOPMENT
NO TE:
THE 50' PRIVATE ACCESS AND UTILITY EASEMENTS
AS SHOWN WILL PERTAIN TO FUTURE LOTS AND WILL
NOT STAND ALONE.
1. S.
CERTIFICATE OF APPROVAL BY THE CITY OF MLMINGTON SUBDIVISION REVIEW BOARD
THE CITY OF WILMINGTON SUBDIVISION REVIEW BOARD HEREBY APPROVES FOR
RECORDATION THE FINAL PLAT FOR LOT 14 SHIPYARD COMMGNS
PROVIDED THAT SAID FINAL PLAT IS RECORDED WITHIN NINETY (90) DAYS.
DATE CHAIRMAN, SUBDIVISION REVIEW BOARD
LOCA 77ON MAP
( NOT TO SCALE )
SITE
SHIP YARD BL VD.
IM* /{t "`s, CERTIFICATE OF ACCURACY AND MAPPING
Q ��q,,s •�� I, JOHN la. JERNIGAN, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
y FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED
SEAL AS NOTE) HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED
3�z9 AS DRAVI'N FROM INFORMATION FOUND AS NOTED HEREON; THAT THE RATIO OF PERCISION
"0 F � AS CALC'�JLATED IS 1: 20,000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE_ WITH
UaV ««*�«�«w G.S. 47-30 AS AMMENDED. WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER
'ry J C1t+� AND SEAL THISlc� DAY OF _,q/dV,V2000 A.D --
rrrrrrrt�®• /� „
iofl
N II. JEWX PLS 7- 3829
I CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION OF LAND IN
CAMERON PROPERTIES THE CITY OF WILMINGTON.
M. B. 37 PG. 128
,XfIN If. JERNI PLS -382.9
FUTURE DEVELOPMENT
CERTIFICATE OF' DISCLOSURE FOR PRIVATE DF_VELOPEMENTS
I (WE) ACKNOWLEDGE THAT NEITHER THE STATE NOR THE COUNTY
SHALL BE RESPONSIBLE FOR MAINTENANCE OF ANY STREETS, PARKS
DRAINAGE, OPEN SPACE OR OTHER AREAS WHICH ARE DESIGNATED
FOR PRIVATE USE. I (WE) ACKNOWLEDGE THAT PRIOR TO CONTRACT-
ING WITH A PROSPECTIVE BUYER, I SHALL GIVE THE BUYER A WRITTEN
STATEMENT WHICH DISCLOSES THE EXISTANCE AND LOCATION OF
SUCH PRIVATE AREAS AND SPECIFIES THE MAINTENANCE RESPON-
SIBILITIES FOR SAME. WHEN APPLICABLE, THE STATEMENT SHALL
DISCLOSE THAT THE STREETS WILL NOT BE CONSTRUCTED TO
MINIMUM STANDARDS SUFFICIENT TO ALLOW THEIR INCLUSION ON
THE STATE HIGHWAY SYSTEM_F. R MAINTENANCE.
DATF. GN TURF
CERTIFICATE OF OWNERSHIP, DEDICATION, AND JURISDICTION
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERS OF THE PROPERTY
,'SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN
OF SUBDIVISION WITH MY (OUR) FREE CONSENT; ESTABLISH THE MINIMUM
BUILDING LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS,
CONSERVATION SPACE, AND OTHERS TO PUBLIC OR PRIVATE USE AS NOTED.
ALL ROADS, AND DRAINAGE EASEMENTS ARE DEDICATED FOR PUBLIC UTILITY
PURPOSES, FURTHER, I (WE) CERTIFY THE LAND AS SHOWN HEREON IS
LOCATED WITHIN THE. SUBDIVISION JURISDICTION OF
DATE. SI NA7Tl
CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNERS ASSOCIATION
COVENANT CONDITIONS AND RESTRICTIONS BY REGISTER OF DEEDS
NORTH CAROLINA, NEW HANOVER COUNTY
Hi WCOWNrRS ASSOCIATION COVKNANT, GONDITIONS, ANO RFS'TRIGTIONS
FILED FOR REGISTRATION ON THE DAY OF -------------------
A T ---(A.M. / P.M.) AND DULY RECORDED IN DEED BOOK -------
AT PAGE ---- ---- --- -
REGIS fER OF DEEDS:
HANOVER DESIGN SERVICES., AA.
LAND SURVEYORS ENGINEERS & LAND PLANNERS
6C 30 0 60 319 WALNUT STREET
.::,. WILMINGTON, N. C. 28401 -
SCALE IN FEET PHONE: [phone]
5833-14. d wgJJ

PLANS AND PROFILES
GENERAL NOTES:
1. This map is not for conveyance, recordation, or sales.
2. This property is not located within a special flood
hazard area according to Flood insurance Rate Map Community
Panel #370171-00108, effective date April 2, 1986.
3. Site area = 48.93 acres.
4. Building layout and dimensions by others.
5. This property is zoned City of Wilmington RB. Building
setbacks are as follows:
30' from Public Right -of -Way
50' from State Right -of -Way
6. Handicap Ramps provided at all intersections and one per building.
7. Street lights and trees to be provided in accordance with
City of Wilmington standards.
8. 15 suitable trees per acre are to be preserved or planted
in accordance with City of Wilmington standards, or 735 trees.
9. Water and Sewer to be public. Generally, all Sanitary Sewer lines
to be 8"dia. unless otherwise indicated, and a// Water Mains to
be 8" diameter unless otherwise indicated.
Specific location, sizing, and details of utilities construction to
be approved by the City Engineer.
10. Parking areas and streets to be lighted in accordance with
City of Wilmington standards.
11. Refuse collection by dumpster and private hauler.
12. Water mains on Shipyard and independence to be Ductile Iron Pipe.
Generally, other water mains to be PVC.
13. No vehicular access to Site except as shown. Street yard to serve
as a vehicular buffer. Individual Lot site plans to be approved by City.
14. All lot lines shown are subject to change within the limits of the
City of Wilmington Zoning Ordinance. These plans are intended to
show street and utilities extensions.
15. Final water main design to conform to City of Wilmington potable
water quality standards.
16. A tree survey is required before any clearing or grading as per
City of Wilmington ordinances.
17. A 5' sidewalk will be required along Shipyard and Independence
Boulevard frontages.
MORE GENERAL NOTES:
1. ALL CONSTRUCTION TO CONFORM TO CITY OF WILMINGTON STANDARDS
APPLICABLE STATE & LOCAL CODES.
2. CONTRACTOR TO -COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH
NCDOT AND CiTY OF WILMINGTON.
3. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE AWAY FROM BUILDINGS AND TO RECEIVING STRUCTURES.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTHORITIES.
5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
6. MINIMUM SEPARATION SHALL BE MAINTAINED AS FOLLOWS:
a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER AND
WATER MAiNS.
b. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY
SEWER AND WATER OR WHERE SEWER LiNE CROSSES ABOVE WATER
MAIN, BOTH PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM
OF 10' EITHER SIDE OF CROSSING.
c. WHERE VERTICAL CLEARANCE IS LESS THAN 12" BETWEEN SANITARY
SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING.
d. WHERE VERTICAL CLEARANCE /S LESS THAN 12" BETWEEN WATER
MAIN AND STORM DRAIN, WATER MAiN SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING.
7. SEE DETAIL SHEETS FOR TYPICAL UTILITIES HOOKUPS.
8. ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
9. ALL WATER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
10. TWO VALVES ARE REQUIRED AT "T" INTERSECTIONS AND ONE VALVE ON
THE WATER LINE TO FIRE HYDRANTS.
11. A BLOW -OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END"
WATER LINES.
ADDITIONAL CONDITIONS:
OF
LOCATED IN THE CITY OF WILMINGTON
NEW HA N 0 VER COUNTY
LEGEND
/HC HANDICAP RAMP
& HANDICAP PARKING SPACE
PROPOSED SANITARY
SEWER & MANHOLE
�-�- - - -
EXISTING SANITARY
SEWER & MANHOLE
wL
PRDPDSED WA TERLINE
& HYDRANT ASSMBL Y
- - - -
EXISTING WATERLINE
PROPOSED STORM
SEWER & CATCH
• Developer shall install deceleration lanes as per NCD❑T, as development is phased,
• An owners association will be formed for maintenance of common areas,
• City and State stormwater regulations will be feet,
• Sidewalks will be installed along Shipyard and Independence frontages, and public
streets, as they are developed,
• Individual site plans will be evaluated at the time of their submittal for screening,
etc. Lots fronting on the State thoroughfares are encouraged to use the '50% creative
landscaping section' (19-174,b,2 ) in their 10'street yards.
• Street yards are to prevent vehicular access to Lots except where shown,
• Existing billboards are to be removed as the affected Lots are developed,
• Lots abutting residential areas are to be buffered as per City requirements,
LEGEND
®
PRORSTORM MANHOLE
0
CURB INLET
CO O
SEWER SERVICE CONNECTION
❑
IRON IN EXIST. CONC. MONUMENT
E.I.P.
EXIST. IRON PIPE
WM ®
WATER METER SERVICE CONNECTION
E.C.M. EXIST. CONCRETE MONUMENT
o Ln
v
SHIPYARD BLVD.
WILMINGTON TOWNSHIP
NORTH. CARbLINA
LOCATION MAP
NOT TO SCALE A
INDEX MA P
SCALE 1` 200'
OWNER CAMERON PROPERTIES
LIMITED PARTNERSHIP
1201 GLEN MEADE ROAD
WILMINGTON, NC 28401
910-762 2676
STORM SEWER SYSTEM PIPE and INLET.;UMMARYt
STRUCT
TC
INVERT
LENGTH
DIA
SLUE
STRUCT
TC
INVERT
#
EL
EL
LF
IN
#
EL
EL
STATE
INLETS INLETS
---
IN SHIPYARD BOULEVARD:
-
lA
NA
43.0
30
18
1,0%
1
46.3
42.7
1
46.3
42.7
253
18
0 2%
2
46.6
42.2
2
46.6
42.2
123
18
0. r?%
3
46.6
42,0
3
46,6
42,0
298
18
0,2%
4
46,6
41.5
4
46.6
41.5
288
18
0.2%
5
46.6
41.0
5
46.6
41.0
274
18
0,24
6
46.7
40.5
6
46.7
40.0
134
24
0.1%
7
46.7
39,8
7
46.7
39,8
184
24
0.2%
8
46.7
39.5
8
46.7
39.8
80
24
1,0%
16
45.0
39,0
9
46.6
42.0
39
15
2.S%
15
44.5
41.0
CITY INLETS
IN CITY
R/W OR
UTILITIES EASEMENTS,
18
POND
38.5
24
24
0.4%
19
43.3
38.6
19
43.3
38.6
36
24
0.3%
20
43.3
38,7
20
43.3
38.7
76
15
1,1%
21
43.3
39.5
21
43,3
39,5
36
15
0.3%
22
43.3
39.6
20
43.3
39.2
136
18
0.2%
23
43.3
39.5
23
43.3
39.7
36
15
0,3%
24
43.3
39.8
25
POND
38,0
24
36
C 4%
26
43.3
38.1
26
43.3
38.1
36
36
0 3%
27
43.3
38.2
27
43.3
38.2
49
36
0 2%
28
43,3
38.3
28
43.3
39.8
36
18
0.3%
34
43.3
39.9
28
43.3
38.3
258
36
0.1%
29
43.0
38.6
29
43.0
39,1
36
24
0 3%
30
43,0
39,2
30
43.0
39.2
132
18
1.6%
31
43.1
41.25
29
43.0
39.1
61
24
0,?%
32
43.1
39,2
32
43.1
39,7
36
24
6.3%
33
43.1
39,8
35
POND
38.4
27
42
0.C%
36
44.4
38.5
36
44.4
38,5
36
42.
37
44,4
38,6
37
44,4
38.6
17
42
37A
45.0
38,7
37A
45.0
38.7
17
42
0r,%
38
44.4
38.8
38
44.4
40.0
36
15
037,
47
44.4
40,1
38
44.4
38.8
402
36
0.1%
39
45.2
39,2
39
45.2
39.2
36
18
0,3%
46
45.2
39,3
39
45.2
39.5
162
36
01%
40
45.4
39.7
40
45.4
40.3
36
24
03%
41
45.4
40.4
41
45.4
40.4
110
24
01%
42
45.4
40.5
42
45,4
40,5
9
24
1.1%
42B
45.1
40,6
42B
45.1
40.6
27
24
0.4%
43
45.4
40.7
42
45.4
40,5
135
18
0,5
42A
45.8
41.2
43
45.4
40.7
135
18
0.5%
43A
45.8
41.4
40
45.4
40.4
61
24
02%
44
45.4
40.5
44
45.4
41.4
36
24
0.3%
45
45.4
41.5
48
POND
38.5
40
42
0.3%
49
44.6
38.6
49
44.6
38.6
40
42
0,3%
50
44,6
38.7
50
44.6
38.7
135
42
0.1%
51
44.4
38.9
51
44.4
38,9
46
36
0.9%
52
44.4
39,3
52
44,4
39.3
151
36
0.1%
53
44.6
39.5
53
44.6
39.5
290
36
0.1%
54
45.2
39.8
54
45.2
39.8
212
36
0.1%
54A
45.8
40.0
54A
45.8
40,0
228
36
0.1%
55
46.1
40.2
55
46.1
40.2
46
36
02
65
46.1
40.3
65
46.1
40.3
36
36
03%
66
46.1
40,4
66
46.1
40.4
103
24
0.17
64
46.1
40.5
71 POND 38.5 40 42 0,7/ 70 44.4 38.8
70 44.4 38,8 93 42 0.1% 69 44.4 38.9
69 44.4 38.9 148 42 0,1% 68 44.6 39,0
68 44.6 39.0 286 42 0.1% 67 45.2 39.2
67 45.2 39.2 212 42 0.1% 67A 45.8 39.5
67A 45.8 39.5 228 42 0.1% 56 46.1 39,7
56 46.1 40,0 45 36 0 % 57 46,1 40.1
57 46,1 40.1 399 36 0.1% 58 47.0 40.5
58 47.0 41,0 36 24 0.3% 63 47.0 41.1
58 47.0 41.0 60 24 02% 59 46.7 41.1
59 46.7 41,1 37 24 0.3% 60 46.7 41.2
60 46.7 41.7 58 15 03% 61 47,0 41.9
61 47.0 41.9 36 15 03% 62 47.0 42.0
10 45.0 40.5 10 15 01% EXIST NA EXIST
11 44.3 40.9 10 15 0.1% EXIST NA EXIST
EXIST NA 40.0 10 18 0.0% 13 44.5 40.0
13 44.5 40.0 10 24 0.0% EXIST NA 40.0
14 44.5 38.0 15 54 0.0% EXIST NA 38.0
14 44.5 38.5 446 54 0, 0% 16 44.5 38.5
15 44,5 37.5 239 54 0.2% EXIST NA 37.5
15 44.5 38.5 221 54 0.0% 16 44.5 38.5
17 43.1 38.5 50 2-42 0.0% 16 44,5 38.5
16 44.5 38.5 20 2-54 0.0% EXIST NA 38.5
72 NA 43.7 115 24 0.2% 73 NA 43.5
BENCHMARK LOCATIONS AND ELEVATIONS
LOCATION:
ELEVATION
1
LOCATED IN SE CORNER LOT 1
TOP OF NE BOLT ON HYDRANT
45.37
JMAIN
1
REVISED 12"WATER TO 8"
10-03-00
REV. NO.
REVISIONS
DATE
Copyright 4 Hanover Design Services, P.A., All rights reserved. Reproduction or use of the contents of this document, or additions a del�lana to this document: M whole or part without written consent of the Land Surasyor or Engineer, is prohl Ited Only copies from the original of this document malrsd with the original signature and original seat/ o/ the Survsynr a Engineer, eholl be considered to be valid and true copies.
SANITARY SEWER SYSTEM
PIPE and MANHOLE SUMMARYt
MH
TOP
INVERT LENGTH
DIA
SLOPE
MH
TOP
INVERT
#
EL
EL
LF
%
#
EL
EL
1
EXISTING
36.7
289
8
0,40%
2
44.45
37.86
2
44.45
37.86
193
8
0,40%
3
44.55
38.62
3
44,55
38,62
290
8
0,40%
4
45.60
40.16
4
45.60
40.16
395
8
0.40%
5
46.45
41.74
5
46.45
41.74
250
8
0.40%
6
46.60
42,74
7
EXISTING
38.53
168
8
0,40%
8
43.75
39.20
8
43,75
38.27
179
8
0,40%
9
45.00
39.92
9
45,00
39.92
238
8
0.40%
10
45.70
40.87
10
45.70
40.87
285
8
0,40%
11
45.80
42.01
11
45.80
42.01
130
8
0,40%
12
46,10
42.53
WATER SYSTEM
8' WATER MAIN 5,510 LF
S TANDARD NL7 TES:
1, Information concerning underground utilities was obtained from
available records, It shall be the responsibility of the
Contractor to determine the exact elevations and locations
OF all existing a till ties at all crossings prior to
commencing trench excavation, IF actual clearances are less
than Indicated on Plan, the Contractor shall contact the
Design Engineer be Fore proceeding with construction,
Any condition discovered or existing that would necessitate
a modification of these plans shall be brought to the attention
OF the Design Engineer beFore proceeding with construction,
2, NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
UTILITIES HAS BEEN DETERMINED, CALL 'NC ONE -CALL' AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION,
3, All trees which are not required to be cleared For
constuction shall be preserved wherever possible unless
otherwise directed,
4, Contractor shall adjust all manholes, valve and curb boxes to
the Final grade upon completion of all construction, Any boxes
damaged or otherwise disturbed by the Contractor shall be
repaired at the expense of the Contractor,
5, The Contractor is responsible for controlling dust and erosion
during construction at his expense, Parking areas shall be
watered to control dust when ordered by the Engineer,
6, No geotechnical testing has been per Formed on site, No warranty
15 made For suitability of subgrade, and undercut and any required
replacement with suitable material shall be the responsibility
OF the contractor,
7 Extreme care shall be taken to ensure minimum separations at all
utility crossings,
8, Contractor to ensure that pavement is placed so as to drain
positively to the street Inlets and catch basins, All Future rooF
drain downspouts to be directed to the storm sewer stubouts,
9, Contractor Is responsible for obtaining all required permits,
10, This plan is for site grading, utilities, siting and drainage only.
See building plans For details on utilities hookups to buildings, etc,
11, Contractor and Builder are responsible For coordinating Finished
Floor Elevation of all bulldings with the Owner, Elevations given
are minimum ground elevations at the building site and do not
purport to be Finished Floor, Minimum recommended FF Elev, = 46,0,
12, Affected Non -Municipal Utilities shall be contacted and provided
with plans and other pertinent Information, when feasible, to
coordinate appropriate scheduling and placement, At the minimum
this should include BellSouth and CP&L.
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 13
COVER SHEET
5833-SC1
2 OF 13
STREET and UTILITIES PLANS & PROFILES
5833-SC2
3 OF 13
STREET and UTILITIES PLANS & PROFILES
5833-SC3
4 OF 13
STREET and UTILITIES PLANS & PROFILES
5833-SC4
5 OF 13
STREET and UTILITIES PLANS & PROFILES
5833-SC5
6 OF 13
STREET and UTILITIES PLANS & PROFILES
5833-SC6
7 OF 13
STREET and UTILITIES PLANS & PROFILES
5833-SC7
8 OF 13
STREET and UTILITIES PLANS & PROFILES
5833-SC8
9 OF 13
EROSION and SEDIMENT CONTROL & WATER QUALITY
5833ESC1
10 OF 13
EROSION and SEDIMENT CONTROL & WATER QUALITY
5833ESC2
11 OF 13
EROSION and SEDIMENT CONTROL & WATER QUALITY
5833ESC3
12 OF 13
STANDARD DETAILS
5833-SC9
13 OF 13
STANDARD DETAILS
5833-SCO
COVER SHEET
SHIP YARD COMMONS B USINBSS PARK
LOCATED IN THE CITY OF WILMINGTON WILMINGTON TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA
�\ '( CAR® "',
� �`�rrrrswre�
��••ocESSlnn�•,."�
SE AL
2000`t
OWNER: CAMERON PROPERTIES LIMITED PARTNERSHIP
1201 GLEN MEADE ROAD
WILMINGTON, NC 28401 762-2676
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 28401
PHONE: [phone]
Date:
Scale:
30-99
AS SHOWN
Drawn:
DSH
Checked:
DSH
Project No:
5833-SC1
Sheet No:
1
1
Of: _

�E PCG
EN 23
IN�EP rn 8.
BRUCE B.
CAMERON
yard 4"w:
Business Park
OLEANpER CpMPgNY LOT LOCATION MAP
10
cres
"........
"� pYA1� gpULE
LOCATED IN THE CITY OF WILMINGTON
NEW HA/\10 VER COUNTY, NORTH CAROLINA
DATE: SE TEM B ER 2001
DEVELOPER:
Cameron Properties
1201 Glen Meade Road
Wilmington, NC 28401
910— 762--2676
LOCATION MAP
NOT TO SCALE
HANOVER DESIGN SERVICES, P.A.
L,4ND SURVEYORS, ENGINEERS &LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 28401iA
PHONE: [phone]
5833LOTS
Preliminary - Not for Recordation or Conveyance
17:35:37
100 50 0 100
SCALE IN FEET

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----------
PLANS and PROFILES ooV 5f T, S
Date:
kyjfjpj7ApDCAlff_J1B,SINEr3pAR12-
-30-99
LOCATED TFD IN THE CITY OF WiLAIIING TON 1AILMINGTON TOWNSHIP 501
LtIEIAI HANOVER COUNTY NOR TN CAROLINA
k-awn:
,O�Lo CAR01
X, iSS10
SE Al OR
20007
REVISIOrIS DATE rr'41G I
------ - tA0
Horo— Design Servlces P.A., All rights rassr d. ReproducMn or use of the contents of this document, or ok!f7— u, teloticr;i to this
W!-of. or part, .1thrut written consent of the Land Surw, ,r a- E'riginavr, Is a, ohlbit.d. Ofill, -0,des from the oryg;-,�-- r 11, i -YoNrrr It,
thi or1.j1rtj' signature and arigillat seal of the Surveyor or rrgincer, shod be considerva to to vvl,'d and true c
1-7
OWNER: CAMERON COMPANY 1IMITFf) PARTNERSSI /it,
1201 GUN ULAUL FOAL)
WILMINGTON, NC 28401 762-2676
FIANOVER DESIGNI SERVICES, P.A.
Z V0 SURVEYORS, ENGINEERS & LAND PLANNERS
�79 WA[NUT STREET
M-MiNGT0N, N.C. 28401 (T�
PHONE: [phone]
FAMAM
Checked:
(It) W
Project No:
59,33--SC2
Sheet No:
2
13
Of:

v
V
BOTTOM E(_= 31 o
LOT 2
2.26 acres -P
c
n" �- �_ �� Cc)V �p
X 2.97 acres
u F - / / ro
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_ �, -.LOT 3
50 / _ \ I rn -, �' �. r �' - }-�'��,> m 2.42 acres
X CO /// v R' + NOTE: r o J / \\ °�°i O v
_
Z NO SIGNAGE FOR THE I ° `+ m''
Z �
ry SUBDIVIDED LOTS WIL( � + �c��<� � _ �p �'
o BE ALLOWED IN CITY 03 G., c� v�Z o� cyY __.•o v
/ 1 UT/I !TIES r" 4SEMENTS. \ - cq o � N� �,- q.Ss.`� i
� - ��� I +O l d1 S
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LOT 4
2.34 acres
9t - Fri
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1 , ` -10 9 8J4 -acres �+
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LOT 10 oN
1
1 14 acres N� n r 00
CTl U) > 1 \ 1
U) m .{ f I y
50 25 0 50 100 150 1, 1 1 C.J"I 4 O G wZ 2
- -
7
SCALE IN FEET: I "= 50'
45.0
40.0
L.f
4 o O 71 70 6 9 5 6 37a 8 4L51
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u _ ` CARIN
V5 � 40.0 2a 40.0 400
40.0 CLe m — ---- ------ -- - - — - -- - — - - - --- - — - - - s SE
Al
V
PLANS and PROFILES \
L-OCATED IN THE CITY OF WIL MINGTnN WILMINGTON TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA
OWNER: CAMERON COMPANY LIMITED PARTNERSHIP
1201 GLEN MEADE ROAD
WI(.MINGTON, NC 28401 762-2676
---_._. -- - 0 00 r
o -J /�� — - — — : 2 -- — --
_�
- /��� �� ��� \ ro - 9 o m 4 .ell . • v� SERVICES,
_ - --_-_- HNC ER C>ESIGN SERVI�'S P.A.
8 6 3. 3fl-F 5 FrP C�0.3 \ ao REV. N7. REVISIONS D. -TE+�. ���s LAND SIlptEYOR.S, ENGINEERS k LAB"J ?l4NNERS
---
FS�'oo .3� 6 w o00 9sr p 17LF 2'iRCF and 1 L P 4' R� PC�O 3% a — - - _-���'+ w� �N�i 319 WALNUT STREET
•S 4 „ 'S _ „ - „ - 39 0 461 F 6"RCP 40 9% 35.0
35.0 27LF 2"RCP {9)0.4 36LF 2 RCP 0&3
/y " P 401--F 2-RCP ®0.7% 9.51 F 2-RCP C�0.1 % __� _ F�,;-:qht R Hanawr oesryn servae., P.A., All rlghfe reserved. Reproduction or use of fhe contsnto of thle document, a addffiana or derotrana to thisWILMINGTON, N C. 284D1
3' 5.0 I 4OLF L RCPI �0.3 35.0 —--------whole a it, without written consent of the Land Surve or to lnee; U prohihifed. Onl c ke from the on gad if d—ument.40LF 2-RCP C�0.3/ --_ .__..__._. _ _ — ___ pa ,o g y ap s — 40NE:ed wit�ha orlgMlol slynaturo a,d oripL,a! sabi ')l he Surveyor or EnyMoer, --! Is and true .:opfeu
z - 8 r
n
O
Date:
1 e30-99
s
1 "= 50'
Drawn:
DSH
Checked:
GA W
Project No:
5833-SC3
Sheet No: 1
3
Of: 1 - J

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%'�f \ • 12"GVGV fib +18. 8 WL 1- OLF IVEwAY LOT 7 'WALK
-- _------- P F E LOT _ = �z
-+--
_� - R 11'R'T '� ® RIVATE OR Ac MENT D r' ENp 5
r--! - _- - - J` , �O a�♦ --- 193 LF 151LF n WM 50
11711ITIFS �� _ acres eANH$�E
puaUc !� � 1.28 acres � Ci `•"" _ _ "- _ _ 1 + 00 = �PB�E
3 r-28 (n �i1 1� .6rn -� STA S,�N
401�0�' 8+40;18'RT D o LOT 9
1 TBAGK �� PKG29 '�' 31_F
© / 10+10,�'RT 1 14 acres BUILpING SE _ 225
- © o �O STATE �� 5Q r u-
�A �o\�� \ IE- 37.86 9+9.3,18'RT + IE=38\62 50 oulTs - „
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R �NEWS N PVTM�
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-� _ �• RIGH ( IN L.A Yp NNE
LOT10
2.9'7 acres � �� �-� `� ,
14 ' ^ �/ - ' '--� ,� - GW tic�aE.: ONNECT TOLOT 11
a
EXIST
\ \\
1.34 acres � - -- "` _ , /�=- _ � . 4 '-' � 2g81_F --- _--
"
4 6 _�
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--
BOTTOM EL=31.0 � i %� -- l� ..�,INDE FIRE FN .�
� R 0
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`•`\3�A� VX v\,�A\ \ �� i BOAR - -
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41\\�/ �/P ao
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P /
\ - / A 134LFre, FARE G
44.5- � 44 43 42 /! I / ' o • t 1 (DR S j�N ,i
45 16X12TAPPING TO IE- 36 7
_ ILL Ay i P/a� VALVE & CONNECT'
r EMER ' P P ZG c! c.E VE 16 W
It list toEXIST. -7
lL `✓C)d �G� I MATCH
1/o-
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n 7-
�/STORM SEWER SYSTEM PIPE and INLET SUMMARY,
40
STRUCT TC INVERT LENGTH DIA SLOPE STRUCT TC INVERT
s # EL EL LF IN % # EL EL SA'`�
41
STATE INLETS IN SHIPYARD B❑ULEVARDs
C 1 46.3 43.0 253 15 0 2% 2 46.6 42.5 '�
0�y- 2 46 , 6 42.5 123 15 0. 2% 3 46.6 42.3 43 ` } 44.5+ \ -
''� 3 46.6 42.0 298 18 0. 2% 4 46.6 41 5 .
4 46.6 41.5 288 18 0,2% 5 46.6 11113 �� 44
` 5 46,6 41,0 274 18 0 2% 6 46.7 40.5
N �� - - j
_COOT SE_C,TI�r`;! ._ � 6 46.7 40. 0 134 24 0. 1% 7 46.7 39.8
Additional lane secti,>n in Shipyard and �� 7 46.7 39.8 184 24 0,2Y 8 46,7 39,5 �\ ,. �s I�LWA�
�� Independence Boulevard to he as fAlows: 8 46.7 39.8 80 24 1 . 0% 16 45, 0 39. 0 - ,_..; �
Ago
• PAVEMENT SCHEDULE DESC41PnON - ;---
a
-� 35 �S \ 9 46,6 42.0 39 15 P 6% 15 44,5 4 1 , 0
"�„ `�� �'''' GFI�IERAL NOTES: A -
1E Prop. opprox.2" Bitutrinous Concrete ! _SLF
NV'r F t 2-1
XISTR 54„ RCP `9� �f �r I-1 at an average
I"' Surface Cou sz
E � � rate of 1 �: �- sq yd. in each of 1. ALL CONSTRUCTION TO CONFORM TO CITY OF WILMINGTON STANDARDS -"-�
two layer APPLICABLE STATE & LOCAL. CODES. l 16
S 2. CONTRACTOR TO COOreDINATE ANY REQUIRED TRAFFIC. (',ONTROL WIP! � P/P
10Prop. appu 1; 2" Binder Course:, Type H, at cn a'�rage Bituminous Concrete NCDOT AND CITY OF WILMINGTON. c,, TG75
' \ rate of 165 II per sa.yd ' E ' 3. CARE SHALL BE TAKEN DL,RING FINAL GRADING TO ENSURE POSIT7DRAINAGE AWAY FROM BUILDINGS AND TO RECEIVING STRUCTURES.
J2 Prop. 10" Iregote Base Course. 4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WITH APPLICABLE AUTT-IORITIES. �� A
R1 Prop. 2'-6" Concrete Curb and Gutter 5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING f�yn
�'. n g®UL s
( NCDOT Std. Llo. Fs46.01 Rev. A) CURB, ASPHAt.T, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES, _ V
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE i'" �� � � YA
R
CLEARED FOR CONSTRUCTION SHALL REMAIN UIdLESS OTHERWISE DIRECTED.
- TRAFFIC CONTROL TO BE COORDINATED 6, MINIMUM SEPARATION SHALL BE MAINTAINED AS FOLLOWS. \
MTH CITY OF ULM/NGTON AND NCDOT. n HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER AND
- NCOOT ENCRCI,;�HMENT AND ENTRANCE WATER MAINS I
PERMITS ARE REQUIRED AND THE RFS- b. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY �� INLET �r h�-•�
PONSIBILITY Of THE CONTRACTOR. SEWER AND WATER OR WHERE SEWER LINE CROSSES ABOVE WATER INSET f'
AND NrDpT
MAIN, BOTH PIPES SHAI L BE DUCTILE IRON PIPE FOR A MINIMUM 81044z r- W
THE CITY OF1MIjNGT�IV
- STRIPING TO RC 4)NGTCOOR^iIJATFD WID-I OF 10' EITHER SIDE OF „RosSING.
WHERE VERTICAL CLEARANCE IS LESS THAN 12" BETWEEN SANITARY SEE SHEET 6 FOR B�iX D 1Aft S
c.
SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON
50 25 0 50 100 150 PIPE FOR A MINIMUM OF 70' EITHER SIDE OF CROSSING.
-� d WHERE VERTICAL CLEARANCE IS LESS THAN 12" BETWEEN WATER
MAIN AND STORM GRAIN, WATER MAIN SHALL BE DUCTILE IRON
SCALE IN FEET. 1"--- 50' PIPE FOR A MINIMUM OF 10' EITHER SInF OF CROSSING.
8 SHIPYARD 7 6 ten..
z- - - OI- - 4 _ -. _. 0)
50.0 -� o CY)z N -_ I r Lr) oco
I "►
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CD 50.0c)
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n j ti
_
-- - - - - -
0.2% -0.2% 0.25% -0.3% -0 1% _ 0.2% - - - - - ---- --tn t- En - i i Q N - - v/ o
-- - _ _
- - 2% C w
- _ 0
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' -_ 45.0
co
4 0.0
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s 253LF 15"RCP C�0.2% -
�9s 1841_F 4"RCP @0.2% �9 QO. - in _ - 40.0
_ _ 123Lf 5-RCP @0.2%
35.0
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ADJUST - vQ rOi
_. _.
-
RIM
PLANS and PROFILES Date:
�5'tl�'YA.� dV1Y1.01 V L V t�7.11 VL' �7�J P 12-30-99
45.0 w 45.0 Ln 45.0 A.1 ka
Scale:
- -66
� - - LOCATED 1N THE CITY OF WILMINGTON WILLLJ
MINGTON TOWNSHIP I"= 50'
w m t NEW HANOVER COUNTY NORTH CAROLINA
z
(n Q Drawn:
�,ARQ Checked:
40.0 Z 40.0 �`4`a� e •. %Y„�••., OWNER: CAMERON COMPANY LIMITED PARTNERSHIP
z w 4
0 (n - --- - -- 40.0
VIM I+o, 1201 GLEN MEADE ROAD GA W
X CONTRACTOR
�T VERIF
z- ---
o.
z W DEPTH ND LO ATION 2LL_F DI - tl - _ i SEAL Y WILTVIINGTON, NC 28401 7s2-2s7s
Project No:
00
01 20007 5833-SCS
--- -
20l_F IP �0 - ���`�
D� - - _-
�� - 289LF 8"PVC Cn�0.4% F� - R01 F 24' RC ®1.0 DATE ----
HANOVER DESIGN SERVICES P.A.
REVISIONS .•• 9`� °`...e.« �t. a�+
� � 35.0 S REV. N0 _.._.-- � O O ��' +
-ol� S' e� LAND SURVEYORS, ENGINEERS & LAND PLANNERS
- Copyright R Honowr Deslgn SeMces, P.A.. As' is r°aeruad ...- _.. Reproduction a use a/ the cm tarts o/ this document, or Itlons a deletions to this 319 WALNUT STREET
document, h rhde or port. without written ea;sent o! the l.md Surveyor or &:yheer, is prohltii}�, pn}y caplee !rom the tna' •�'h6 Mc,wn°nt - WILMINGTON, N.C. 28401 JV1�J
mrn}r.M with the arlghal stgnoture c,td a+ nd -eat or +e Surro or x En�lneer, shag De c ns/dered to be ,.rdld and we „mres. `""""" - -)�~- PHONE: [phone] J

54" RCP
FROM INLET 14
INFLOW r
�Z-
54" RCP
FROM INLET 15
INFLOW
SED
FROM
0 ONAL_ P ND _
TWIN 42"RCP
CULVERTS IN
II II
8"
SEE STORM
SEWER CALCULATIONS
AND SPECIFICATIONS
FOR MORE DETAIL
LLLLLL
LLLLLLL
L L LL LLLL
LLLLLLLL LLLL
LL LLL LLLL
�L tL�LL LLLL
LL LLLL LLLLL
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-
MANHOLE
ACCESS COVER
STEPS AS SHOWN
STRUCTURAL.
SUPPORT -
TOP TO BE 6"
H2O LOADING
8"
16'x 16' INSIDE
DIMENSIONS
PRECAST CONCRETE
BOX, OLDCASTLE
16166
OR EQUIVALENT
TRASH RACK
BOLTED IN PLACE
TYPICAL
"v, �A
`O;k
8
2'OPENING
54"R OUT IL54"RCP OUT -i
JUNCTION BOX 1
PLAN VIEW
NTB
OLLDCASnE NCPRODUCi816166 or egilvaWd
6"TOP AND HATCH 48"X48"HATCH
ACCESS COVER
TO MEET H2O LOADING
REQUIREMENTS STEPS AS NECESSARY
6" EL=44.5 TRA5IH RACK
_ 16'x 16' INSIDE DIMENSIONS
EL=44.0 8" _ 2'FRONT OPENING
"OPENING
5-1/2"WALL
THICKNESS 16,
TWIN 54'RCP
FROM INLETS 14 I I - --- 54' - 2't- - 54" --- I I 24"RCP
and 15 (INFLOW) FROM INLET 8
42"RCP IN 42"RCP IN I I INFLOW
IE=39.0
IE=38.5 IE=38.5
_ IE=38.5 I I TWIN 54"RCP
-CULVERTS OUI - - - ---f-
6" EL=38.0 8"
r
PRECAST CONCRETE JUNCTION BOX 16 1' COARSE AGGREGATE
BOX, OLDCASTLE --
16166 FRONT SECTION VIEW
OR EQUIVALENT Nm
OLLDCASTLE NCPRODUCM ISM or eq kaletd
SEE SHEET 5 FOR ADDITIONAL DETAIL
50 25 0 50 100 150
SCALE IN FEET. 1 '= 50'
DRIVEWAY
2 Ln
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40.0
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1 I J sr
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2. on Gr' Bs Q • , to
/Jo " 3+20,18W ` o D ) ��
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0 PRIVATE ORIVEWA \ L` WATERLINE WAY
1- I Pl3f ..i, 9 R=25'F + & PUBLIC UTIL.ITIE4 Fa /
Pl3 t 80.0 l" 'I 3��F TYP.D�? fVE �p 12X8RED. �. BENDS AND IVATE pRIVEASEMEN7
O \ % R=2,5 F a� \ l- I FITTINGS AS ' PR 5 E
\ / TYP. DRI VE 8' V ` 4 h54, L T , �`7+37,1 R'L T R =25'FC = - - Q NECESSARY 5° l-IC UTILITIE s
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/ A \ �_ 3r� I` P13+69.1 CO- its • ES T'
FL11 C(J � � 3+06,111 L T u .c Dubs 1, �'\ Co 9+93,18'LT M 0
� ' V Wi"1 12X8 EE .-�� \ 1.45 acres \��' F �` �� F 8+40,181 T PI7+88.6 - C�
1°LF I R=35'FC \v wm r2l� s-' 1 <F .�
STORM M/H 26A f !i G so 12 : I/ cam, + 18'RT �3)18R , cp 9 12XSRED. F81
2g6L ,, �. aces
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RIM 46.09 45 BEND \ �,
INV 40.39 1 WL
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v J I I [1:2]`i 50'PRIVATE DRIVEWAY ESMT. �\ p• / J
b & PUB IIC U.E. \ \
\ wM ? 1 BENDS AND 44 l `� 28 ---u) Z M C
A \ 401-2 �;
+ RIGHT IN/ RIGHT OUT \\' 6® TINGS AS 39 s/�0 8+40,18'RT
LOCATION PREVIOUSLY \ \ \ 3+06, le RT �N E . ARY 41 4U , ® ® 104-10, 'RT
14J Q I Z APPROVED BY NCDOT ,� \ `� F.LfYQ AS`:. � �► 43 42 /,� � I 9+93,18'RT 1 IE-
3 1 IE=37.86 -38.62
T\ '� " / �� \\A�.� �• Eli��� 3 + 13, 20'R T o
4 l 68,18'R 7
®T 1®
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ZLLJ 10
I \ ., + o LOT 11
v ,��'�� �--� y�- • C13 1.34 acres
Cc
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4- I # Xt 11NG C&G
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I
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1 I, TC- 45.2 10?,18'RT li I I BOTTOM EL= 31 0
q O� 4► 1 +6 7, 20'RT-i
STORM M/t-j 30A
RIM 46.68 QrFj"RCP ST19-C I;i0.
INV 40.00 \ TY"'CAL \. I \ , �� I �� �. -
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'PEDES RI ESMT.\ / 1 /
T ._OT 1.5 Q 2_48LF 3Eh5 ` ,\ \ �, c Dul>5 P HOSE
1 j iSTING' 24" 39 \ \i j 39 7 t� FN
1 � i 5 E SHEET 7 1900 acres
' 1 I / ' � s-'' �� •11 - � l �G�1 J - i F �• ,-�""- .�Gao ...---
I
44.5+ _ _ 43;:.%\ :. 1
XIST,ss
c �r45 16X12TAPPING
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REV. NO. RFVISIONS -- - -DAIE
i
Cop)right A Hanover Design Services. P.A. AN rights rsse ,*d Reproduction or use of the contents of this dowmant, or adoWI or deletions to this
document. In ehde or part, without wrlttan oon.evt of the Land Surw) - or Engk,ew. is prohibited. Only copies frtm the arlgW t Ws 4o ,sn(
n+^ kec rlth the on-Ino vtpnature and orlp*4 91 )f the Sunrora or Enginw. shall oe consld« ea to be valid and true oopies
PLANS and PROFILES
STITP YARD COMMONS BUSINESS PARTC
LOCATED IN THE CITY OF WILMINGTON WILMINGTON TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA
-- {{1{{111/ffffff
CARpu.e,
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or�� ��.•�tiESSlO,,��
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20007"
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OWNER: CAMERON COMPANY LIMITED PARTNERSHIP
1201 GLEN MEADE ROAD
WILMINGTON, NC 28401 762-2676
HANOVER DESIGN SERVICES, P.A.
LAND SL/RVEYORS, ENGINEERS dr LAND PLANNERS
WALNUT STREET
WL Ig
WILMINGTON, N.C. 28401 1
PHONE: [phone]
Date:
.12-30-99
Scale:
1 "= 50'
Drawn:
DSH
Checked:
GA W
Project No:
5833-SC6
-------------------
' Sheet No:
6
,Df: 13-- ,,

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STORM M/H 35A STORM M/11 30A STORM M/H 26A STORM M/H 24 RIM 47.11
RIM 47.55 RIM 46.68 RIM 46.09 EXI S TING
INV 39.6 INV 40.00 INV 40.39 HYDRANT INV 40.87 1 YOHAN 7
r CURB
- I 1\/ ­� L IINI I -- � - ! L) � � (' B�
EXISTING AT INLET 100 FT. PUBLIC RIGHT OF WAY 700 Ff. POBLIC RIGHT OF
TC=46.2 EOP=45 8
>
TIE NEW C&G INTO INDEPENDENCE BLVD. EXTENSION
-- - - - - - -- - - - - -
--REF 17YXISTING Ck(, -ONN_T -T TO EXISTING
(IS -- - - - - - I) Box 12
U3 0 V1­: 1.24" 4 WATCH FA VEMEN T 12"CiTY WATEP MAIN
250'rAPER LANE 200'RIGHT IN LANE 61 (31 SEE SHEET 6 12 '(-, V(EXI 3 T
:F
EX/ S T. C&G 5.00
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x A I N L. 7777177 N K
39 97
EXISTBOX `77
ADJUST TOP IF !Y�SSAR-Y -
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- - - - - - - ----
EXIST 2 -"RC / / __& ;�o - _�o C') 1\1 ---- _-�>_ - jNNECT TO EXISTING
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0 W
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0
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100 V.C. 0 En
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10 (0Nr < -t C\i Cq
NCDOT SECTION -
Additional lane section in Shipyard and
Independence Boulevard to be as follows:
PAVEMENT SCHEDULE DESCRIPTION
Prop. approx.2" Bituminous Concrete
Surface Course, Type 1-1 at an averatie
rate of 110 lbs per sq.yd. in each of
two layers.
Prop. approx. 1-1/2" Bituminous Concrete
Binder Course, Type H, at an average
rate of 165 lbs per sq.yd.
Prop. 10" of Aggregate Base Course.
Prop. 2'-6" Concrete Curb and Gutter
( NCDOT Std. No. 846.01 Rev. A )
- TRAFFIC CONTROL TO BE COORDINATED
WITH CITY OF WILMINGTON AND NCOOT
- NCDOT ENCROACHMENT AND ENTRANCE
PERMITS ARE REQUIRED AND THE RES-
PONSIBILITY OF THE CONTRACTOR.
- STRIPING To BE COORDINATED W7H
THE CITY OF MLA41NGTON AND NCDOT
N,,g 0.L\\_LJ_JNN0D
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13 PLANS and PROFILES
2 5 6 `4 7 8 COMMONS BUSINESS P A "re"
18 19 0 1 >_ 5: - < SHIPYARD 3-1 &Z&
LOCATED IN THE CITY OF WILMINGTON WILMINGTON TOWNSHIP
< E NORTH CAROLINA
< v-) ff) 'r NEW HANqVER COUNTY NOR
111 W 45.0 45.0
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REVISIONS
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IN, document,
;;=z z ". g�t additid?sons
" 'Migindf 01 0,1 d-M it
Engineer, • corsidered to be mW and we -oO-
E5- cc�>
35.0
35.0
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_ C
- - -
_ ---------
OWNER: CAMERON COMPANY LIMITED PARTNERSHIP
1201 GLEN MEADE ROAD
ML.MINGTON, NC 28401 762-2676
Date:
12-30-99
Scale:
1'= 50"
Drawn:
DEN
Checked;
GA W
Project No:
5833-SC7�
HANOVER DESIGN SERVICES, P.A. Sheet No:
LAND SVRVEYORS, ENGINEERS & LAND PLANNERS 7
319 WALNUT STREET
WILMINGTON, N C. 28401
PHONE: [phone] Of:
A

SITE GRADING, EROSION & SEDIMENT CONTROL and WATER QUALITY PLAN
Checked:
GA W
Project No: Ft { \
LC BUS 1c i �---------`-, -P
5833E_SCIv
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6 pV �•U I N `"�' `� i' _- Sheet No:-\..-
6��°v� HANOVER DESIGN SERVICES, P.A.LAND SURVEYORS,
PLANNERS
WALNUT STREET WL I�
- °e
,.."' •...�."'" �......, .._ _ _ ._.. _„ WILMINGTON, N.C. 28401
PHONE: [phone] /
MA TCCH L INE SEE SHEET 3
\ E.
N
�N O
8�p9, F� CREV. NO. REVISIONS
� '� •-.. -_ ,p DATE
Copxlght A Hmowr Design services, P.A., All rights reserved. Reproduction or use of the contents of this document, or addltbns ar deletions to this
3
dly � document In whole or pwithout written consent of the Land Surwa ya• Engthex, Is prohibited. Only copNe from the cl of this document,
�marked with the arlgAnd signature and orfginal seal of the Surveyor or Engineer, shoil be consMaed to be valid and true oles.
0
EARTHEN FlLL PLUG. PLUG Q5O \, ,�F'Ijs�j L OCA TION MAP
AND VEGETATIVELY STABILIZE �.M NC'
PRIOR TO FILLING DITCHES.
s� C NOT TO SCALE
.Sy \�`
WLOD
T 4 �
I� h
60 30 0 60 120
LOD
� j / / i ,�' � \ �47-- � � i ,v ��./ 2.34 acres �
CO
4 6 �'� \, �•A Pj CO SHIPYARD BLVD.
i v I,
D
,5 O 9, 6 j >, ' N YE
SCALE IN FEET.' 1 "= 60' �� .ti - 18 o ° ° �,��
o Rr \
EROSION CONTROL MEASURES LEGEND: s'' � ��' co' � � � % p0 `,� L O T 2 �� Ip � � �`� � p Ip °eLlc
`- \ \ c9
cl�� ^� � � 2 17g � c � l �• � 2.26 acres �z� - -� y V A� �
CE FX/S �'ES ART C` ,CO \ _ wM �'O�s51BL r I p �^ \ \
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE ,
n'
w 0 _4
l O NG / O P
q
XBTEE 8"GV tit \ � � �
SF SEDIMENT FENCE � /\ / � (7� � � �� /,�'� � -�� ��
/ 8�cvA s ¢3q 12� �
�1;�� �� i a S✓lT ^� �` 238 LF _ -� =40. 17 8 �� �� ,� - °°'8�r _ A \ y C�
ri 1 j 1 J SF AS , c - � Xis` ^� ��-- \ elo 8 cv a
P INLET PROTECTION i
N v
�9
n�'Y AI ' \ - _ �� R=3,5' LF S T 10+00 c9
C)P OUTLET STABILJZATIONR�3 FC
Co ! yp S F y\ ►we
? tTE
j b y �fr °3f35j / A %18' T SJ C 36L
SB SEDIMENT BASIN vim., , y tj I P/O'ro g �U F c� q s Rr REED - ��O LOT 5
/ O �, ) - s-� 9 �' S T
Zv� v _--�/ 1B r ,'1 1 \ 1p ss IP 1.82 acres
CD CHECK DAM i� 4< �� �1 IP fB , \
- /
9 /41
�. ° 4r 3
CE lo,� � � � fDs, 4 0
\; 0�Z 5 EiisTB' \ 7/VG
m= I - 3 o9's�'� 11
TEMPORARY STREAM CROSSING / 0 0 ��
LT \
TSC l O � - -_ sLFF�e �\. 5. 2f°p \
MSE o 1� IP ATE, 8rrr Rr IP
qN - S - acNGLlgE - - _ IP 61 I ER
PSC PERMANENT STREAM CROSSING CpNN Lf r V __-_ F'TT/ 4N0 / R�3 RT \
O `\
ro � 8,9 11 �1 �, -_. � __---- EX1ST.8"�- t� � 8 LF 9 Z� I` f i (��SSgRY c �253 rs'�s�'8�r .,sFC / 3= �F \
lei / �3/�
TD TEMPORARY DIVERSION �. ��. �I %j I NOTE WELL: O
\�/ /
INLET PROlEC17ON BE INSTAITE+� � � � ] 1,3.,E 95 � / w \ �'
NOTE WELL: �: a`1 /E_ - , , �n x (r AT ALL INLETS. `�--
/Nl/ !k 3g 4 F •� a in + OUTLET PROTEC77ON TO BE INSEAM.t-D
l \�
SEE NEXT SHEET FOR DETAILS ��,� ,,�: � 39. - -- `�-� �'� � _ - � ,� � � � �
�� ? z o AT AU OUTLETS. L 0 T 12 P
AND SPECIFICATION. L 13 , o. SF 73 /) . \• z�- -
�' 31 �'`'`_ _ j-42 3.. �_ 9.88 acres \,- ---- 1 m 8�2S2
NOTE: � I�% cr` � � \\ IP f NEXT SHEET FOR DIMENSION��', ay --� C �r F
NO REGULATED WETLANDS .. _... ^�� S 2,� / L - --=__ __....--- --\' 8� e, �-•`' G'
ON SITE.At
SF A9C/No YET/jVc�% ,h ---- ---- - --- cot
r \ 85,18
' !\' ,•�. <� ,COD +00
Q /
I
- — --
\4 � �' rR
EXISnhIG DITCHES TO EEJ• \ 6 LF -
s —
� 7;- , � v A `y �� � � ----- _ _ - _ fT :LED
NOTE: � � \ l - �� � -- � � '\ � � � � ,. I`, - - -- — _-- _ �---- (TYP/Cr1L _ --- - �� ' r `-3
I ,� �� \ v LOT 3 BCT � IP
PLAN To BE UTILIZED AND PEAK DISCHARGE SUMMARY - �- - --- --�- ------------
THIS
REVIEWED ONLY IN CONJUNCTION / / R� \ h / A -- __ -
- N _ 4.34 acre^
W17H THE WRITTEN NARRATIVE, �/ � � � \ � _ Q(10) pre -developed - 99 cfs �
'/J1 8'
WHICH IS AN INTEGRAL PART OF l jj \ \ \ Q(50) pre -developed = 160 cfs ----- �� ' _ ~— - _ ! LO 5A
THIS EROSION AND SEDIMENT l -- _ Q(10) post -developed = 97 cfs @ WSEI_ = 43.1 + ---- L-- 5 2.11 acre
/ / 43 _- -'� \, Q(50) post -developed = 198 cfs @ WSEL = 43,7 � _ —
CONTROL PLAN. � � %''`� - \
�� LOT 1 � / \ � \ \ Q(100)post-developed = 238 cfs @ WSEI_ = 44.0 A�
\\ S
/` / \ / \ STATE WATER QUALITY POND CONSIDERATIONS - / - -
r, �- \\O
/ \ \ 2.000 OC �S /' / ` 2� \ Surface Area required = 59, 750 sf i /� \ 1 �--
\\\ Surface Area provided = 67,700 sf 2 WSEL. 38.5=-
IP / ��� \ A I 3?Storage Volume required = 131 100 cf r� LEGEND
ST \ /( \� j 4i� )7 Storage Volume provided = 134 850 cf @ WSEL 40.2
ORM / <_A)�� \ A\\V � �' -3 > WQ Storage Volur,^ raw,Aown T I me = 4 d' s
M 46 /H 26 `\ g Y \ Sh1 yard Commons - Wet detention / retention pond I
RI✓ 40 A; HANDICAP RAMP \
0 A p.
\` \` \ SEDIMENTATION POND CONSIDERATIONS - A ' t I t I onn l Calculation Summary for NCDENR / Dvo it �i ' "` l
10Lf, C \\\ I P ® \ \ - WATER QUALITY CONSIDERATIONS DERAT I GINS - I i l� IT HANDICAP PARKING SPACE
/ o GE O Storage required = 47,3 X 1800 = 85,140 cf / ` ` I \ i"
/�v \ Storage pro• /ded 190,000 cf / !� (��1 - impervious area calculations. See Protect Data Sheet l I I t ---R- pROF'OSED SANITARY \ b,
SEND �,� fy3y JJ� \ FO / ` A� ` i TOTAL IMPERVIOUS = 37.5 acres \ I SEWER & MANHOLE S `\� 5F6
q0 4 Q \ REBAY CALCULATION: \ J0 TOTAL. AREA DRAINING TO POND = 47.3 acres I ` \ _ �SRT
I,l C3 EXISTING SANITARY
c1p
\° s Ip \ Approximate f Story Volume = 38,00. cf \ Q 47.3 acres +otal - 37,5 acres impervious = 9.8 acre green urea SEWER & MANHOLE C) A.
R,2 0 \ 20% Volume of Storage - 190, 000 X .2 = 38 000 cf S 0 r 1 WL 1 Iv /
Q ct /2 , 2 rio SFC . 6 LF 3�2p1 V) f ® Q� SA REQUIP II, 37.5 X 0.98 + 9.8 x 0.20 / 47.3 = 0.82, or 82% PROPOSED WATERLINE
/ '"•`` 3-�06 OR/� ,` 8' \ NOTE: NO 404 41ETLANDS ON SITE EXCEPT AS SHOWN. ` I & HYDRANT ASSM V
ly E /Qa IP \ e At 7,5' depth, 90% TSS removal, from chart - SA/DA factor = 2.9 II� BLY p C0
LT 8' 47.3 x 0,01 x 2.9 = 59,750 sf SA REQUIRED I 1 \
4 IP `� ♦ �oRj E + ' At Elev. = 38.5 = 67,700 sf SA PROVIDED III EXISTING WATERLINE /
l J � �� � `"�• ` aurjs: � SO' � / VOLUME REQUIRED R=C(P)(P )(Rv)/12I(A) �i,� III PROPOSED STORM
'\ sOpR"` v �- ` ✓ '2X8 '�i9'r� Q4AS4, �UBLPRJ� rE \ f TEMPORARY SEE PAGES A, I and A.2, 'Controlling Urban Runoff, 'i 11 SEWER & CATCH
Z � l ATED�`�. 0 12`c C �%1 °R/ j / STOCKPILE A Practical Manual for Planning and Designing Urban BMPs' I BASIN (J)
O / v , R/c `v p6/eL, R/�EW4Y �� v , °` _ ��'/ES , / AREA <P)= 1 • jII 14 r PROP.SANITARY MANHOLE _
Z tir U E 2X7 I / (P3)= 0,9 I� O
LOC /'V/,Q E \ 2 7Ee 4S8e W , `\ EN IP / ' (Rv)= 0,05 + 0.9(37.5/47.3) = 0.764 lIl p� \�
\ Z lr) \\ pp n0/V cyT < (A) = 47.3 6p 14 PROP. STORM MANHOLE \ =,
/ RO�Ep �RE1/ S� �Ur \\ `S RF�V 2 4� Rr 4, ` R= t(1)r0.764)/12I<47.3> = 3.01 acre-feet I JC
CC)N \ \ 8' 2 C IP 1B , 4 \ IP 12�8 2S7BCT = 131, 100 cf REQUIRED STORAGE �l CURB INLET
STA 5+00 C
ICJ \ 1 , fG f S O �7�,L)1 REp At Elev. = 40.2 = 134,850 cf PROVIDED STORAGE I� lA
�� P� 3L06 81\ \ 3000 WC, At
`�Lr R� v �$ DRAWDOWN� ��ii [�
'8R O� CO p SEWER SERVICE CONNECTION n �.-
/ N F T B Np Average head from stornge elevation to orifice - O
ANo IP pp \ R/�E "o P 40.2 - 3e.s / 2 = a,9' III^ o
P 77NGA 4 _ - S % x)co I P O i ❑ IRON IN EXIST. CONC. MONUMENT
O E S qs 4 O 7 � C •c 4' PVC ciraIn to draw -down and, �� I'
p E LP. EXIST. IRON PIPE
�R Orifice e untlon Q = CA<2 087)(6 1 V JS 1,/6/�/9 acres
l \ \ tg6 r v /C 8 3. BEjV L/iyE q g I L� I`' LOT T WO
� �T �6 4f o DS Q = 0�6<,087>(64,4 X 0.9>^1/2 ll ��'� � J
�V \ / / SRT '� 6 LF 4342 47 4° 3g a��\ IP 3� �v �c 2S, rB; ., /TJ7h' A/VD
/ \ 11 / y CS = 0.399 cfs E WM WATER METER SERVICE CONNECTION
,' FF/YD eC/ qs T = 338,290 sec, = 4 days OKAY
r�1 O ^
L 0 T 15A N \` O 1 \ �P 6 6 , 8 ASS, LJ%p1Cq ARS` Y
--- V -A \ �\ ST P L� (Jl FOREBAY REQUIREMENTS - ?trn
o A s�� / , 19 , �, �,_ \ S B zr 9 1�X87- �/�� 86 Approximate capaity = 190,000 X 20% = 38,000 cf E.C.M. EXIST. CONCRETE MONUMENT Z
I 1.3 acres \ Op J \ / % 12'G` k e R fO 9 P-ov I ded capacity = 38,000 cf l II�
_. __1- . m i/ i I
/ v / 2 IP -g IIj,� i H GATE VAL VE 3 `68, 7B c�iT
o 4� � a � � __.� O 3,8� T 1 III; :.I
�� /Py M,yON 8� 74BLF 2fBs1B, I �15 REIIUCER 1
/ O _ g O g5 lB 8" �•� IP 8 50' PRIVATE DRIVEWAY Lr �� + �oqr
/ FO / (T A f c4 1 jRT� ��• 1 286LF +I O
l l" r' 1 �� o / eon C/- o. , 4°L �-_� r..� CO M & PUBLIC UTILITIES O n /� I, s II IP w
f46 _ c� m - °�'EL_ es ��" �•�"mil,.:. • .. - CITIES EASEMENT DRI VEW y 2 I'w O 6�,4 r� IP _ ---
ft,
© N6�F �� — = - - - >r - - - - - - - essl - - - - - - - - - 442LF r JW. a C� 1'8ZT gg6 /6VF01
tS N 38� I l I B c4 1S7(F _'� �.+ CL ESM T i..
foil s N 01B' `�� —+ '•I r k piles
. B;�r / / _ o S I /E, - RT + PL pia �B4 0
h - N 1 S \ 2sot.F 384 LF
LOT T 15i� `�. h 86 1. Os re — — — — F - Co �75 0
Q / 1.900 acres -- % `' a / I N SB % _ N \ \� IP �" I �F,32pRT I IP C, Cn - - - - - -2L= = - - - -- 395 L --
/ — — o — — —
NOTE. PRE -CONSTRUCTION EROSION CONTROL ( \ F / \'\ \ 1' I / 1- O A% WM
9fg �J _ -J - _��� --���--ems®- _ t co O \
1. Obtain approval of Plan and any necessary permits, and hot a \ 1 / 3 �6 \ , I %' j'BRT 7pf 1E=40.16 JI i'' ! W'�I i �- < I `�
/ l / I \ O 1° 72� ® it )-4 Co 0 WA4 L}.6 K M
pre -construction conference prior to commencing any work. 7c F r BS
o \ „,v I / _ R '8Rr Ip ®1 I' Cn IP —� 3'�895
a I - 3 f 7 Rr
Q 2. Ditch to be diverted temporarily with sandbags and excavation /i FH�D 4 S '/ / TI \ 11 I C) Lc 2 3 9¢Sf'T II IP S¢ 77�3� 1 J \ ` It/M� Q gRJ
as necessary, OUT OF 54 CULVERT CONSTRUCTION AREA, and vegetatively I J \ \ 1 I (�-6 L 0 T 11 /� /11OTFT STORM SEI�fFR ( BRj -
14
/ stabilized. It may be necessary to reinforce vegetation with jute mesh I S I - \,,. , I _- - T LOT 10 STUB. GUTS TO BE I, ' /Sy 36 LF
or other structural means, prior to diverting flow Into new channel. I, 'PORTABLE LIMP TO BE \ ` p0 . 34 acres i °O, y IP
'' SED TO D AIN POND �V �� N I 1,14 acres TEMPORARILY PLUGGED, I BRr -2 �k I P
3. Culvert construction shall be accomplished FIRST, usingsilt fencing� i V 1 � � p ��
1 Lv Go
as necessary to prevent sediment from entering strea. IN EMERGE LIES. \\ I \,\ I I UN77L FUTURE CONNECTION. L 0 T U s� 782T
4. Precast Junction Box to be laced LAST, and e \ = 3r 60 \ ORE AY I \ ( TYPICAL) ; 46 1.28 acres RT
J qj p pipes connected, \ �3 --- - 9� . \ \ j °C 4 I TEMPORARY S7RFAM CROSSING. \
re -diverting flow to constructed junction and through pipes. 1, \ f 6 \\ DA= 7.0 acres
5. After culvert construction has been stabilized, proceed with Pond N ID / / - ` 1� I �P \ ( Q 10 = 17,5 CN. I J
TD construction, remainder of erosion control measures, and grading. O 1 �� L t 40 LF \ I Tom )OrOr CUI - ~ i _LOD Llmits of Disturbance). L t
TEMPORARY OP&R9oN \ 1 r P Y ver-t= SOLF 24 RCP ) L 0 T 7
/ 4 / IP sA= s7 2-48L3s \ \\ I ti 4 II 47.3 acres to Pond (on -site and off -site)
k m 41 0 `I o i SF _ - - H TO REMAIN LOT 9 -2.1 acres existingLot 1 ClairBrid e, I ;' EX/STING DITCH c�
/ ''-J / TEMPORARY DI sE 4p 9 \\ • \\\11,J 6 -- - TFMPORARIt Y -INSTALL CHECK i.14 acres e ( 9 permitted) z 1. i2 acres
k _ +2.3 acres Shi rd Boulevard area not to Pond
-'SLF L VERSION E NEXT SHEET CS � � �w � \ GE .
PNd (
DAMS EVERY 20OLF. DITCH TO 47.5 acres maximum total disturbance z
- - -- - _ -- - - - -- - - - - - - 4 — r' � BE r1LLED UPON COMPLETION OF
38. 02 50' DRAINAGE EASEMENT__.._ _ PSC - - - - - - - - - - --- - - - -
44 St � � 1
446LF _ ; C I
DRIVEWAY 2 STORM SEWERS 'I f
- STA
7.5 OD 239LF ■ ■- - Iff i! fft ---- -_ CD - -- -- - ---- - --- I
CA l E 5'WALK P/P GW4 15 IP Gw. OW ;:GW 221LF,6 2- ISLE Exf� uwAr 42 M - - - ---- STATE
---- ---- -- ~ - --- ---- --
- - _ CD D
5 HEADWALL 45 44 43 /�/icer SF Tca 6 BIL.I BOARD - -- - JSzQ 50' TE BUILDING SETBACK C)
A TG79 C�.el t
— — —a — — — — - --- /P P/P � SIG.,s IP - — - — GE �1 STA 1+00
-484L ---� � N CL-
N1Af GW GW R=35 FC P ---
EXISANG N� - r� 2886 _ R=50'FC < AKG29
SANITARY SEWER /% / G 7 G t/ 76 2Tgpp/ FIRE TGdD qT&T --
''�� / V44 YDRANT LOD haANFIOIE P F fir-- UNDERGROUND GgS�!(FFS- - '-- V P/P-
AND WATER MA/ SL�r XIS T.SSMH 298LF - i P P —
IE= 36.7 LL�Gu ! -
1 _ MAf�H,- - FIRE TG99 m - 123LF
�w Date:
S.R'1_P .LyA.RD COMMONS BUSINESS PARK j� 30- 99
Scale: CE EAST
INDEPEN�EN
LOCATED IN THE CITY OF WILMINGTON WILMINGTON TOWNSHIP 1 `"= 60'0. 23 PG, 3 L
NEW HANOVER COUNTY NORTH CAROLINA --- n� 6 2 Tn rA
Drawn: rrVV 722-
--- 5 °16' 2 4 V�
Y��eif��in�ir•�yaoa
V`bavevseaeas
ssl
a �ySE AL
is O 200
STUC
382.7.E
v
LOr3
2.42 acrr
i�
nl
h'1
OF PAVEMENT U .W CD T . n
_ - - - _ HYDRANT -�1 -
NEW PVMT.
�Ls MATCH -'-` I P '-
A T IN ------ - —
L- ` 200'RIGHT IN LANE
- % Z CONNEC7 TO - - FIRE
i cS EX1 S T.16'WZ
Y RAN
► __ � � _ SHIPYARD13OU
------EVARD
CONNECT TO IP
cA�r --EXISTING -.-_-- — - - — _ (130' R/W----_ CLASSIC WAY f '"'TREE
\�1 PRIVATE R/W - 1 II EXIST. illl► IE- 35..6 DRAINAGE 4 01V - ---
EASEMENT PUBLIC' R,/W
I _

Rock to top of pipe & &AP OP &o both sides
/ry W SLOPE La=10' d50=3' La=10' d50=3' La=15' d50=3' La=15' d50=3' La=15' d50=3'
V P o EMBANKMENT " Apron=l' Apron=l' Apron=l' Apron=l' Apron=l'
f I❑UTLET PIPE 24'RCP o°0°0 36'RCP Oo 42'RCP l 0°0°0 4C'RCP - t- do 0°0 42'RCP o°o°o
0 0 a o aaaa o 0 0 0 0 o a 0 0 0
°000°0 _ °a°°0o _ °0o0oa _ _-- 0 0 0 0 0 0
°0°0°0 °0°0°0 - o00000 000000 - 00
new ;lz
0 00000 0 °0ouo 0 00000 ° a°a°a° 0 oa°a°
See Narrative for �70000
- --rz` 00 0 00 ��o o° -` �q�o0o° 0 00
ly additional details J# -
10 - 10 10 10'J 10, -
OUTLET TO POND OUTLET TO POND OUTLET TO POND OUTLET _I0 PuvD OUTLET TO POND
2'min. V 10=5fps± V 10=4fps± V 10=4fps+ V 10=4fps± V 10=5fps±
NOTE: FILTER FABRIC IS TO
BE PLACED UNDER ALL STONE �
OUTLET PROTECTION. 8 I4 71
USE NICOLON MIRAFI 60OX
POLYPROPYLENE, OR EQUIVALENT
OUTLET PROTECTION -- SIDE VIEW OUTLET PRO%ECTl0�1
NTS
CONSTRUCTION SCHEDULE -
SEE PLAN, SHEET 9
1. Obtain approval of Plan and any necessary permits, and hold a
pre -construction conference prior to commencing any work.
2. Flag work limits and stake -out roadways, primary measures, and
Sediment Basin for preliminary clearing.
3. Install Gravel Construction Entrances.
PLANNED
EROSION AND SEDIMENT CONTROL PRACTICES _
4.
Install Sediment Basin as shown on Plan prior to clearing and
grubbing site. Sediment Basin to be constructed prior to any building
(r`F 1.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
or filling d aches.
Practice 6.06
Shall be installed at any entrances of the proposed
5.
Construct any other sediment control Practices
project from Shipyard, Independence. or Converse. Drainage
shown, prior to rough grading roadways, stockpiling
is away from the road and sedimentation will be controlled
material and topsoil as necessary.
with downstrearn practices. During wet weather it may be
6.
Install utilities in roadways, establish final grades and
necessary to wash truck tires at this location.
stabilize roadways with stone base Course.
2.
LAND GRADING
Practice 6.02
7.
Final grade building site areas where required, fill existing ditches as
g g q � g
needed, and vegetatively stabilize areas where building
Grading should be limited to areas as shown on the Plans.
construction is not imminent. Install non -municipal utilities.
be 3: o flatter except where
Cut and fill slopes shall 1 r
P P
specifically indicated. Care shall be taken during land
8.
All erosion and sediment control Practices are to be inspected
grading activities not to damage existing trees that are
weekly anc after any rainfall, and repaired as necessary.
not required to be removed.
9.
Upon completion of building construction the roadway and
P P 9 Y
SF3
o
SEDIMENT FENCE
driveways are to be paved and all areas
eas permanently
Practice 6.62
vegetatively stabilized. After site stabilization, temporary
Y
measures removed are to be and the Sediment Basin cleaned to
r e e
Sediment fencing should be installed as shown on the Plan,
its origirnl design contours, if necessary, and riser
to delineate and protect low areas, and around any
structures orifaces opened, so as to function as a stormwater
temporary stockpile areas as necessary to prevent any graded
management /water quality retention pond.
interior areas from eroding onto adjacent lands or roadway, or
into inlets.
MAINTENANCE
PLAN -
IP 4.
INLET PROTECTION
1.
All reasures to be inspected weekly and after any rainfall
Practice 6.52
event and needed repairs made immediately.
Storm sewer inlet barriers of block and gravel inlet
2.
Sediment Basin to be cleaned out when the level of sediment
protection are to be constructed to help prevent sediment from
reaches 5.6' below water surface. Riser structure to be cleaned
entering the storm sewer system. After permanent stabilization
if excess ;: `er above design surface no longer drains
of the entire contributing watershed area, the storm sewer
properly.
system is to be flushed to remove accumulated sediment and
ensure design flows.
3.
Sediment to be removed from pond foreboy when it is
approximately 25% filled or sediment level is within 5.6' of
QP 5.
OUTLET STABILIZATION
water surfa•^A.
Practice 6.41
4.
Sediment to be removed from behind the any Silt Fence and
Riprop aprons will be located at the downstream end of
inlet protection devices when it becomes 0.5' deep. Fencing
all discharge pipes to prevent scour.
and inlet protection to be repaired as needed to maintain a
barrier.
6.
CONSTRUCTION ROAD STABILIZATION
5.
All seeded a5 shall be fertilized, mulched, and re -seeded
Practice 6.80
as necesscr, according to specifications provided, to
maintain a :i,Itable vegetative cover.
Upon reaching final grade and after utilities have been
'
installed, roadway and driveway areas ore to be stabilized by
5.
Construction entrances to be maintained in a condition to prevent
placing sub -base course of approved 6" ABC stone, as shown in
mud or sedgy", ant from leaving the construction site. Periodic
the typical cross-section detail on the Plan, to reduce
topdressing v,1th 2"stone may be required. Remove all objectionable
erosion and dust during the remainder of building construction,
material sP;Iled, washed, or tracked onto public roadways immediately.
S® 7,
SEDIMENT BASIN
Practice 6 61
7.
Inspect check dams for damage after every rainfall event and repair
as necessary to maintain design height and cross section.
The Sediment Basin is to be constructed first (see
Construction Schedule) and is the primary Practice to prevent
sediment from leaving the site. Detailed design and spillway
configurations are specified in the details as shown on this
Plan and the Narrative. The PVC outlet is to be blocked during
sedimentation function (or not installed) until entire
watershed is permanently stabilized and po
nd is converted to
permanent stormwater management detention / retention
function. The Contractor may choose to install the oriface
during sedimentation function, ONLY if he screens the end
and protects the inlet with #57 stone. See detail next Sheet.
8. CHECK -DAM
Practice 6.83
Check dams are to be installed as indicated on plan
(approximately every 200 feet) to reduce flow in an open channel.,
serving as a temporary measure to limit erosion.
PSC 9. PERMANENT STREAM CROSSING
Practice 6.71
Two large culverts are to be constructed and
sized as shown on the Plan, to convey stormwater from
upstream, undisturbed ores in the existing well-
defined channel, underground, to existing outfalls.
Care should be taken to construct the culverts as quickly as
possible, during dry weather, and stabilize vegetatively or
with rip -rap if necessary as rapidly as is feasible. Contractor
to coordinate construction and timing with the County Erosion
Control Specialist and City Engineering. See special Pre -Construction
notes this sheet.
S(° 10. TEMPORARY STREAM CROSSING
Practice 6.70
A temporary stream crossing is to be constructed in the
location shown on the Plan to ensure protection of the existing
drainageway. Because flows are shallow and intermittant, a ford
type crossing or temporary culvert is to be used. Structure is
temporary and is to be removed immediately after it is no longer
needed.
NOTE:
PRECAST CONCRETE CATCH BASIN
CONTINUOUS CONCRETE COPING TO BE SIZED AS NECESSARY
TO ACCOMMODATE PIPES,
OR MAY BE CONSTRUCTED OF
3/4 FRAME & GRATE BLOCK OR BRICK TO CITY STANDARDS.
JLUALI FRAME AND GRATE
-ti DEWEY BROS. No.CH-BN-3A
4" OR EQUIVALENT
6" 4" 'j 8" 2'-0" 18 i i
REINFORCING
E�I1411 VIEW #4 BARS 0 12"OC EW .2LAN VIEWVIEW
CATCH BASIN DETAIL.
RT.s.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance with
"North Carolina erosion and Sediment Control Planning and
Design Manual", Section 6.11, latest version. See next Sheet.
�G NOTE WELL:
ANY AREAS ON --SITE WITHOUT ACTIVITY IN A 15 DAY PERIOD
SHALL BE TBAPORARILY STABILIZED AS PER THE SPECIFICATIONS.
ANY SLOPES TO BE STABILIZED AFTER 15 DAYS.
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE CITY OF WIIMINGTON.
THIS SHEET DOES RIOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
CITY AND STATE CODES AND CONSTRUCTION STANDARDS.
�
I~
10'
U q
NDN-MUNICIPA!
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UTILITY
2 ¢
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S
18, 18,
9'
6'CROWN
�0.13' V
2'ASPNAL r
TYPE 'A' I,� 6' ABC BASE
Cl IRB
DRI VEWA YS 1 and 2
NOT TO SCALE
STREET TREE 60' ROW
ARK( TYPICAL )
NOT TO SCALE
2'X 4' FRAME AROUND
CREST OF OVERFLOW
STAKED 2-X 4"
1.5 MAXIMUM HEIGHT
WOODEN FRAME
3' SPACING
SEE NARRATIVE FOR
MORE DETAIL AND
A' TERNATE METHODS,
GATHER EXCESS
FILTER FABRIC
AT CORNERS
\\ in
EXTENSION OF
FABRIC A MIN. / I \ Z
INTO TRENCH
5i
4'CRUSHED STONE OR -
12"COMPACTED SOIL /
o
\1__I
7
FILTER FABRIC: T
_
PERVIOUS SHEET OF
NYLON POLYESTER OR
DROP INLET
ETHYLENE YARN, EXTRA I WITH GRATE
STRENGTH (50 PSI MIN.) l\
WITH ULTRAVIOLET RAY I
INHIBITORS AND STABILIZERS -J ISOM TBlC
FABRIC DROP INLET PROTFCTIC,)N
NTS
PRACTICE 6bi ep
SEE
MAXIM-_.NA_en CItyG,
COMPACTED FILL OR,,,-
.....
GRAVEL, EXTENSION
OF FABRIC AND MARE NOTE: ..."" "'
...
INTO THE TRENCH SEE NARRATIVE
70R MORE DETAIL. `
ISQvETEIC VIEW
FILTER �.
FABRIC
/ FILTER
FABRIC
BACKFILL
MINIMUM 8-
EXTENSION OF COMPACTED
FABRIC AND WIRE FILL /
'RENCH
THICK LAYER
INTO THE
OF GRAVEL
WIRE wlitC
-
/
14"MINIMUM
co
4-MINIMUM
SECTION SECTION
SEDIMENT FENCE GI' T FENCE
S F
_
Nib
PRAr,110IE 01.62
3 2
5' 7'
18, 18, 7' S'
1
9' NON--
6'CROWN
L EA
�0.13'
2'ASPiIAL T 1/4', V
-- 2'SAND 4'CONC.
n ALK TYPE 'A' I� I^� 6' ABC BASE CLAY SIDEWALK
CURB NOTE, Both sides are symmetr
1. Used when collector provides direct access to single Family
lots or when on -street parking Is otherwise necessary.
2. Centerline and parking lane strlped.
3 For catch basin layout see Local 'A' Cul-de-sac details,
CI T Y OF WIL MIN_G_T_OE N CL7L L C TOR "A"
NOT TO SCALE
I IC KARD PLACE and CON VERSE DA
STREET TREE
tft( TYPICAL ) 80' RDW 3
5' 17
18' 17' 5'
R
918'
'
L 'CROWN NON
�J E,
2'ASPNAL T 1/4', 1'
�j
2'SAND 4'CONC,
C. CLAY
D WALK TYPE SIDEWALK
URB' I I� 6' ABC BASE NOTES Both sides are SyMMe1
1. Used when collector provides direct access to single Family
lots or when on -street parking is otherwise necessary,
2. Centerline and parking lane striped.
3. For catch basin layout see Local 'A' Cul-de-sac details.
CI T Y OF WIL MING TON COL L_ EC TOR "A "
NOT TO SCALE
PA TTON A VENUE
a
10, ¢
MUNICIPAL
UTILITY I ?�
SEMENT ¢
J
0
ti
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IVE
10, ¢
-MUNICIPAL ti
UTILITY 'a¢
ISEMEN T ¢�
Try
rlca 1.
Ep
WASHED STONE I' CLASS 1 OR B
THICK ON FACE FLOW DIRECTION
FROM TOE OF DAM EROSION CONTROL
1-0 WEIR. STONE
FILTER 2' MAX
FABRIC AT CENTER
SECTION A -A
CLASS 1 OR B 1
EROSION CONTROL MIN 1.5' MIN
STONE''
^ ^ GRASS -LINED
A �J 5
r
CHECt� DAM DETAIL
NO' rO SCALE
CD
0
PUBLIC ROAD
E p \ LOD L lmlts of Disturbance):
47.3 acres to Pond (on -site and off -site)
-2.1 acres existing Lot 1 (ClairBridge. permitted)
\ \\ +2.3 acres Shlpylord Boulevard area (not to Pond)
47.5 acres maximum total disturbance
SEE PREVIOUS SHEET
SF
e NO� LOD o
C' v �*-
/ ar -pro
\ z 4 F.,
ocles
MATCH LINE SEE SHEET 2
SCALE. r- W
SEE THIS SHEET
FOR ADDITIONAL
OUTLET STRUCTURE 10'
40'
STATE STORAGE VOLUME
AND EROSION CONTROL
= 23,350 CIFONDETAILS,
6 I
@ EL= 39.2
co
EMBANKMENT TOP= 4
,5 (SETTL_ED)
_
u
F
] 100-YEAR WSEL=
4.0 EMERGENCY SPILLWAY EL = 43.3
x
EXISTING STORM p
SEWER CROSSING, M
10-YEAR WSEL=
-'�-
31
ADEQUATE CLEARANCE; 3
z NEW
TOP BOX = 43,1
r--
tn TWIN
w EXIST,TWIN 54'RCP 42'RCP
NORMAL WSE
38_5 INVERT OUT= 38.5 Q
In
00
B ❑
TOM SWM STRUCTURE EL- 35,00
Cl)NEW
PORTABLE PUMP TO
2-54n RCP STORM 10'VEGETATED
CITY SHELF
BE USED TO DRAIN
SEE SHEET 6 of 13
a
\ /
@ 201 FROM \
POND IN EMERGENCY. P
FOR ADDITIONAL
w
0
EL=38,5 TO 39,0 \/
I
\
p
0
URE
OUTLET STRUCTURE
6'VEGETATED
\ \
PROFILES AND DETAILS,
STATE SHELF
\\ \\ \
///
@ 1211
\ j\\\%\ BOTTOM EL= 30.0
EL=36.5 TO 38.0
\�/ \\/
" r 6'min, 12'min, SEE PLAN C
ALL SLOPES Z
311 MAXIMUM EMBANKMENT SECTION
2 yL o. Forebay volurle NOT TO SCALE U)
CE C, I 20% of required ��
�o WSEL_ -� _ storage, typical Aquatic Vegetation Zone:
0,5' - H 12:1 VEGETATED SHELF 1=
OFROM El_= 38.0 TO nt
+ �" � l L,1 OUTLET PIPE EL= 38.5, 6'WIDE MINIMUM --{
MINIMUM �It O ,�l
_ QG� o�' `�W 4'rlln. ~ WSEL= 38.5 tv
'!'H IC!•"MESS `
X' -
2"-3" COARSE _
AGGREGATE Armor as necessary OUTLET
noti y PROTECTION
minimum I' Stone AS ON PLAINS
NC TE: SEE NARRATIVE 12'MINIMUM FOREBA Y SECTION DETAIL
FOR MORE DETAIL. -
NOT TO SCALE
TEMPORARY_ GRAVEL CONSTRUCTION
ENTRANCE1EXIT DETAIL
NTR
EL=43+ 25'
EL = 38 f
DA= 165 acres
0(10)= 165 cFs
GRASS LINED
nominal s= 0.17
CAPACITY = 165 cFs @ 2.2 Fps
Y
WELDED BAR GRATE,
GALVANIZED, j
OR EQUIVALEfIT
SECURELY BCi..TED
IN PLACE
F=51
M= ?
n= 0,045 �d
1 - 5'
TEMPORARY DIVERSION CHANNEL
GRATE
PLAN VIEW
4j 42'RCP
IL
42'RCP
IE=385 IE=38,5
10'
BOX DETAILS
NTS -
10'WIDE WEIR OPENING
Il' a
PLAN VIEW
a
NTS 4'A 10'PRECAST CONCRETE BUX
CORD TYPE
i:.'CSSING SHOWN,
TEMPORARY CULVERT
MAY BE REQUIRED.
SURFACE FLOW 5'MAXIMUMBANK HEIGHT ORIGINAL SURFACE FLOW
DIVERSION SIDE SLOPES 3:1 STREAtTBANK STONE APPROACH DIVERSION
SECTION, MAXIMUM
__ � STREAM CHANNEL SLOPE ON ROAD 5:1
- _/
$. \ Intermittant
r \ WSEL
STONE OVER FILTER CI..OTl1
1' DEPTH, 3'-tiSTCNE - -� FILTER CLOTH
TOP TO TOP OF HANK TEMPORARY AS REQUIRED
SECTION ACCESS
SEE ADDITIONAL NOTES
NTE IN NARRATIVE AND MANUAL
TEMPORARY STREAM CROSSING
Practice 6.70
NOTE: PRE-CONS_TjRUCTION EROSION CONTROL -
1. Obtain approval of Plan and any necessary permits, and hold a
pre -construction conference prior to commencing any work.
2. Ditch to be diverted temporarily with sandbags and excavation
as necessary, OUT OF 54" CULVERT CONSTRIICTION AREA, and stabilized.
3. Culvert construction shall be accomplished FIRST, using silt fencing
as necessary to prevent sediment from entering stream.
4. Precast Junction Box to be placed LAST, and pipes connected,
at both ends, re -diverting ditch through pipes.
5. After pipe construction has been stabilized, proceed with Pond
construction, remainder of erosion control measures, and grading.
6"
TINDALLO UV0410 OR EQUIVALENT
EL = 43.1 GRATE rE TOP N
EL = 41.5�\
90'ELBOW DOWN 3
8'BEL OW WSEL 1 (
10' EL= 40.2
MIN, I
WSEL = 2 - 42'RCP
38 5 10'MINIMUM 38,5 OUTLET PIPES
INV=38.5 IE= 38.5
4'PVC W/ GRAVEL 9'caNc.
or GROUT
SB AND FABRIC FIL TER
SEE SEDIMENT BAEVI
NOTE I CONTRACTOR MAY INSTALL NOTES, SHEET 3.
DRIV ACE AND LEA VE OPEN
DURING CONSTRUCTION, LF EL = 36.b _F6 BASE
THE OPENING IS SCREENED
AND COVERED BY #57 STONE, SECTION VIEW
POND BO T TOM
ELEVC=31.0 OUTLET STRLICTE DETAILS
NTS
60 30 D 60 120
SCALE 1N FEET. • 1 "= 60'
OR AS SHOWN
REV. NO. REVISIONS DATE /
Cop)rlght A Hanover Design Serdces, P.A., All rights reserved. Reproduction or use of the contents of this document, or : dditlons or deletions to this
document, In whole w part, without written consent o' the Land Surveyor or Engineer. Is prohiblted Only codes from the „ighat of MIA fn ,ment.
marked with the ortgP.d elgnaturr and &Vlnal sod of ch- Surveyor or Enginee, .shall be wrIsldeend tr bd wlid and true c-ples.
s
a � SF
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END 5'WALK
BILLBOARD
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MANHOLE-- -- -- -
6-p
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CURB INLET
15"RCP
INTO DITCH
CURB INLET
15"RCP
INTO DITCH
J to/P
AKc25
------- EXIST. EP
II
250'TAPER LANE
r >Z
Z `\
PLAN VIEW, SEE PREVIOUS SHEET
SCALE: r- 80'
SITE GRADING, EROSION & SEDIMENT CONTROL and WATER QUALITY PLAN
SHIP I'A RB COMMONS B USINESS PA RK
LOCATED IN THE CITY OF WILMINGTON WILMINGTON TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA
oarrn1rrrrrr
��Z\k CAROt/
4EESS1p
SEAL
201p07
1 N
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OWNER: CAMERON COMPANY LIMITED PARTNERSHIP
1201 GLEN MEADE ROAD
WILMINGTON, NC 28401 762-2676
HANOVER DESIGN SERVICES, P.A.
LAND SURI,,EYORS, ENGINEERS & LAND PLANNERS
319
LI WALNUT STREET
MLtAINGTON, N.C. 28401
PHONE: [phone] - ni%
Date:
12-30-99
Scale:
1'= 60'
Drawn:
.DST-1
Checked:
GA W
Project No:
5833ESCE
Sheet No:
10
Of: 13

Construction Road Stabilization
Specification # 6.80 - Construction Specifications
1. Clear roadbed and parking areas of all vegetation, roots and other
objectionable material.
2. Ensure that road construction follows the natural contours of the terrain if
it is possible.
3. Locate parking areas on naturally flat areas if they are available. Keep
grades sufficient for drainage but generally not more than 2 to 3%.
4. Provide surface drainage, and divert excess runoff to stable areas by using
water bars or turnouts (References: Runoff Control Measures).
5. Keep cuts and fills at 2:1 or flatter for safety and stability and to
facilitate establishment of vegetation and maintenance,
6. Spread a 6-inch course of "ABC" crushed stone evenly over the full width of
the road and smooth to avoid depressions.
7. Where seepage areas or seasonally wet areas must be crossed, Install
subsurface drains or geotextile fabric cloth before placing the crushed stone
(Practice 6.81, Subsurface Drain).
8. Vegetate all roadside ditches, cuts, fills and other disturbed areas or
otherwise appropriately stabilize as soon as grading is complete (References:
Surface Stabilization).
9. Provide appropriate sediment control measures to prevent off -site
sedimentation.
Maintenance
Inspect construction roads and parking areas periodically l.:r :undition of
surface. Topdress with new gravel as needed. Check road ditches and other
seeded areas for erosion and sedimentation after runoff -producing rains.
Maintain all vegetation in a healthy, vigorous condition. Sediment -producing
areas should be treated immediately.
rFTemporary Gravel Construction Entrance/Exit
ification # 6.06 - Construction Specifications
1. Clear the entrance and exit area of all vegetation, roots and other
objectionable material and properly grade It.
2. Place the gravel to the specific grade and dimensions shown on the plans and
smooth it.
3. Provide drainage to carry water to a sediment trap or other suitable outlet.
4. Use geotextile fabrics because they improve stability of the foundation in
locations subject to seepage or high water table.
Maintenance
Maintain the gravel pod in a condition to prevent mud or sediment from leaving
the construction site. This may require periodic topdressing with 2-inch stone.
After each all, inspect any structure used to trap sediment and clean it
out as necessary. Immediately remove all objectionable materials spilled,
washed, or tracked onto public roadways.
Temporary Seeding
Specification # 6.10 - Specifications
Complete grading before preparing seedbeds and install all necessary erosion
control practices, such as dikes, waterways and basins. Minimize steep slopes
because they make seedbed preparation difficult and increase the erosion hazard.
If soils become compacted during grading, loosen them to a depth of 6-$ inches
using a ripper, harrow, or chisel plow.
Seedbed Preparation
Good seedbed preparation is essential to successful plant establishment. A good
seedbed is well -pulverized, loose and uniform. Where hydroseeding methods are
used, the surface may be left with a more irregular surface of large clods and
stones.
Liming - Apply lime according to soil test recommendations. If the pH (acidity)
of the soil is not known, an application of ground agricultural limestone at the.
rate of 1 to 1 1/2 tons/acre on coarse -textured soils and 2-3 tons/acres on
fine -textured soils is usually sufficient. Apply limestone uniformly and
incorporate into the top 4-6 inches of soil. Soils with a pH of 6 or higher
need not be limed.
Fertilizer- Base application rates on soil tests. When these are not possible,
apply a 10-10-10 grade fertilizer at 700-1,000 lb./acre. Both fertilizer and
lime should be incorporated into the top 4-6 inches of soil. If a hydraulic
seeder is used, do not mix seed and fertilizer more than 30 minutes before
application.
Surface roughening- If recent tillage operations have resulted in a loose
surface, additional roughening may not be required except to break up large
clods. If rainfall causes the surface to become sealed or crusted, loosen it
just prior to seeding by disking, raking, harrowing, or other suitable methods,
Groove or furrow slopes steeper than 3:1 on the contour before seeding (Practice
6:03, Surface Roughening).
S section Plant e
Select an appropriate species or species mixture from Table 6.10a, for seeding
in late winter and early spring, Table 6,10b for summer, and Table 6.10c for
fall.
Seeding
Evenly apply seed using a cyclone seeder (broadcast), drill, cultipacker seeder,
or hydroseeder. Use seeding rates given in Table 6.10a--6.10c. Broadcast seeding
and hyroseeding are appropriate for steep slopes where equipment cannot be
driven. Hand broadcasting is not recommended because of the difficulty in
achieving a uniform distribution. Small grains should be planted no more than I
inch deep, and grasses and legumes no more than 1/2 inch. Broadcast seed must
be covered by raking or chain dragging, and then lightly firmed with a roller or
cultipacker. Hydroseeded mixtures should include a wood fiber (cellulose) mulch.
Mulc ing.
The use of appropriate mulch will he ensure establishment under normal
conditions and is essential to seeding success under harsh site condition
(Practice 6.14, Mulching). Harsh site conditions include:
-seeding in fall for winter cover (wood fiber mulches are not considered
adequate for this use),
-slopes steeper than 3: 1,
-excessively hot or dry weather,
-adverse soils(shollow, rocky, or high in clay or sand), and
-areas receiving concentrated flow.
If the area to be mulched is subject to concentrated waterflow, as in channels,
anchor mulch with netting (Practice 6.14, Mulching).
Table 6.10a - Temporary Seeding Recommendation for Late Winter and Early Spring
Seeding mixture
Species- Rye(grain), Annual lespedeza (Kobe in Piedmont and Coastal Plain
Rate (lb/acre)- 120
Omit annual lespedeza when duration of temporary cover is not to extend begone
June
Seeding dates- Coastal Plain - Dec. 1 - Apr. 15.
Soil amendments- Follow recommendations of soil tests or apply 2,000 fib/acre
ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch -Apply 4,000lb/acre straw. Anchor straw by tacking with asphalt, netting
or a mulch anchoring tool. A disk with blades set nearly straight can be used
as a mulch anchoring tool.
Maintenance - Refertilize if growth is not fully adequate. Reseed, refertilize
and mulch immediately following erosion or other damage.
Table 6.10b - Temporary Seeding Recommendations for Summer
Seeding mixture
Species --German millet
Rate(lb/acre)- 40
Seeding dates -Coastal Plain- Apr. 15-Aug. 15
Soil amendments -Follow recommendations of soil tests or apply 2,000 lb/acre
ground agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch -Apply 4,000 lb/ocre straw. Anchor straw by tacking with asphalt, netting
or a mulch anchoring tool. A disk with blades set nearly straight can be used
as a mulch anchoring tool.
Maintenance-Refertilize if growth is not fully adequate. Reseed, refertilize
and mulch immediately following erosion or other damage.
Table 6.10c - Temporary Seeding Recommendation for Fall
Seeding mixture
Species-Rye(grain)
Rate(lb/ocre) - 120
Seeding dates -- Coastal Plain and Piedmont -Aug 15 - Dec. 30
Soil amendments -- Follow soil tests or apply 2,000 lb./acre ground agriculturel
limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch- Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk with blades set nearly straight can
be used as a mulch anchoring tool.
Maintenance- Repair and refertilize damaged areas immediately. Topdress: with 50
lb/acre of nitrogen in March, if it is necessary to extend temporary cover
beyond June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plaiiin)
Permanent SeedjIIg
Specifications # 6.11 - Specifications
Seedbed Requirements
Establishment of vegetation should not be attempted on sites that are unsuitable
due to inappropriate soil texture (Table 6.Ila), poor drainage, concentrated
overland flow, or steepness of slope until measures have been taken to correct
these problems.
To maintain a yood stand of vegetation, the soil must meet certain minimum
requirements as o growth medium. The existing soil should hove Yhese criteria:
- Enough fine-grained (silt and clay) material to maintain adequate
moisture and nutrient supply (available water capacity of at least .05
inches water to 1 inch of soil).
- Sufficient pore space to permit root penetration.
Sufficient depth of soil to provide an adequate root zone. The depth to rock
or impermeable layers such as hardpans should be 12 inches or more, except on
slopes steeper than 2:1 where the addition of soil is not feasible.
- A favorable pH range for plant growth, usually 6.0-6.5.
- Freedom from large roots, branches, stones, large clods of earth, or trash of
any kind. Clods and stones may be left on slopes steeper than 3:1 If they are
to be hydroseeded.
If any of the above criteria ore not met-i.e., if the existing soil is too
coarse, dense, shallow or acidic to foster vegetation -special amendments are
required. The soil conditioners described below may be beneficial or,
preferably, topsoil may be applied in accordance with Practice 5.04, Topsoiling.
Soil Conditioners
In order to improve the structure or drainage characteristics of a soil, the
following material may be added. These amendments should only be necessary
where soils have limitations that make them poor for plant growth or for fine
turf establishment (see Chapter 3, Vegetative Considerations).
Peat -Appropriate types are sphagnum moss peat, hypnum moss peat, reedsedge peat,
or peat humus, all from fresh -water sources. Peat should be shredded and
conditioned in storage piles for at least 6 months after excavation.
Sand -clean and free of toxic materials
Vermiculite -horticultural grade and free of toxic substances.
Rotted manure -stable or cattle manure not containing undue amounts of straw or
other bedding materials.
Thoroughly rotted sawdust- free of stones and debris. Add 6 lb. Of nitrogen to
each cubic yard.
Sludge -Treated sewage and industrial sludyes are available in various forms:
these should be used only in accordance with local, State and Federal
regulations.
Species Selection
Use the key to Permanent Seeding Mixtures (Table 6.11b) to select the most
appropriate seeding mixture based on the general site and maintenance factors.
A listing of species, including scientific names and characteristics, is given
in Appendix 8.02.
Seedbed Preparation
Install necessary mechanical erosion and sedimentation control practices before
seeding, and complete grading according to the approved plan.
Lime and fertilizer needs should be determined by soil tests. Soil testing is
performed free of charge by the North Carolina Department of Agriculture soil
testing laboratory. Directions, sample cartons, and information sheets are
available through county agricultural extension offices or from NCDA. Because
the NCDA soil testing lab requires 1-6 weeks for sample turn --around, sampling
must be planned well in advance of final grading. Testing is also done by
commercial laboratories.
When soil test are not available, follow rates suggested on the individual
specification sheet for the seeding mix chosen (Tables 6.11c through 6.11v).
Applications rates usually fall into the following ranges:
- Ground agricultural limestone
Light -textured, sandy soils; 1-1 1/2 tons/acre
Heavy textured, clayey soils 2-3 tons/acre
- Fertilizer:
Grasses 800-1200 lb/acre of 10-10-10 (or the equivalent)
Gross -legume mixtures: 800-1200 lb/acre of 5-10-10 (or the equivalent)
Apply lime and fertilizer evenly and incorporate into the top 4-6 Inches of soil
by disking or other suitable means. Operate machinery on the contour. When
using a hydroseeder, apply lime and fertilizer to a rough, loose surface.
Roughen surfaces according to Practice 6.03, Surface Roughening.
Complete seedbed preparation by breaking tip large clods and raking into a
smooth, uniform surface (slope less than 3: 1) Fill in or level depressions than
can collect water. Broadcast seed Into a freshly loosened seedbed that has not
been sealed by rainfall.
Table 6. Lis - Seeding No. 4CP for:
Well -Drained Sandy looms to Dry Sands, Coastal Plain; Low to Medium --Care Lawns
Seeding mixture
Species - Centipedegrass - Rate - 10-20 lb/acre (seed) or 33 bu/acre (sprigs)
Seeding dates - Mar. - June, (Sprigging can be done through July where water is
available for irrigation.)
Soil amendments - Apply lime and fertilizer according to soil test, or apply 300
lb/acre 10-10-10.
Sprigging - Plant sprigs in furrows with a tractor -drown transplanter, or
broadcast by hand.
Furrows should be 4-6 inches deep and 2ft apart. Place sprigs about 2 ft. apart
in the row with one end at or above ground level (Figure 6.11d).
Broadcast at rates shown above, and press sprigs Into the top 1 1/2 Inches of
soil with a disk set straight so that sprigs are not brought back toward the
surface.
Mulch - Do not mulch
Maintenance - Fertilize very sparingly- 20 lb/acre nitrogen in spring with no
phosphorus. Centipedegrass cannot tolerate high pH or excess fertilizer.
Table 6. lit - Seeding No. 5CP for: Well -Drained Sandy Looms to Dry Sands; Low
Maintenance
Seeding mixture
Species Rote (lb/acre)
Pensacola Bahiagrass 50
Sericeo lespedeza 30
Common Bermudagrass 10
German millet 10
Seeding notes
1. Where a neat appearance is desired, omit sericea
2. Use common Bermudagrass only on isolated sites where it cannot become a pest.
Bermudagrass may be replaced with 5 Ib/acre centipedgross.
Seeding dates - Apr. 1 - July 15
Soil amendments - Apply lime and fertilizer according to soil tests, or apply
3,000 lb/acre ground agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre grain straw or equivalent cover of another suitable mulch.
Anchor by tacking with asphalt, roving and netting or by crimping with a mulch
anchoring tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool.
Maintenance - Refertilize the following Apr. with 50 lb/acre nitrogen. Repeat
as growth requires. May be moved only once a year. Where a neat appearance is
desired, omit sericea and now as often as needed.
Table 6.11y - Seeding No. 7CP for: Grass -lined Channels; Coastal Plain
Seeding Mixture
Spec[es - Common Bermudagrass - Rate - 40-80 (1/2 lb/1,000 ft )
Seeding dates - Coastal Plain; Apr - July
Soil amendments - Apply lime and fertilizer according to soil tests, or apply
3,000 lb/acre ground agricultural limestone and 500 lb/acre 10-10-10 fertilizer.
Mulch - Use jute, excelsior matting, or other effective channel lining material
to cover the bottom of channels and ditches- The lining should extend above the
highest calculated depth of flow. On channel side slopes above this height, and
in drainages not requiring temporary linings, apply 4,000 lb/acre grain straw
and anchor straw by stapling netting over the top.
Mulch and anchoring materials must be allowed to wash down slopes where they can
clog drainage devices.
Maintenance -A minimum of 3 weeks is required for establishment. Inspect and
repair mulch frequently, Refertilize the following Apr. with 50 lb/acre
nitrogen.
Refer to Appendix 8.02 for botanical names
NOTE WELL:
-
EROSION CONTROL DETAILS AND SPECIFICATIONS ARE AS PER THE "EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" OF THE STATE OF
NORTH CAROLINA, DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
LATEST EDITION. PRACTICE NUMBERS REFER TO THIS MANUAL.
i
OPOutlet _Stobi1 za _i.pj) .Struc u e,
Specification # 6.41 - Construction Specifications
I. Ensure that the subgrade for the filter and riprop follows the required lines
and grades s own in the plan. Compact any fill required in the subgrade to
the density of the surrounding undisturbed material. Low areas in the
subgrade on ndisturbed soil may also be filled by increasing the riprap
thickness.
2. The riprap a d gravel filter must conform to the specified grading limits
shown on the plans.
3. Filter cloth, when used, must meet design requirements and be properly
protected from punching or tearing during installation. Repair any damage by
removing the riprap and plocing another piece of filter cloth over the
damaged area. All connecting Joints should overlap a minimum of 1 ft. If
the damage is extensive, replace the entire filter cloth.
4. Riprap may be placed by equipment, but take care to avoid damaging the
filter.
5. The minimum thickness of the riprop should be 1.5 times the maximum stone
diameter.
6. Riprap may be field stone or rough quarry stone. It should be hard, angular,
highly weather -resistant and well graded.
6. Construct the apron on ze .; grade with no overfall at the end. Make the top
of the riprap at the downstream end level with the receiving or ea or slightly
below it.
8. Ensure that the apron is property cligned with the receiving stream and
preferably straight throughout its length. If a curve is needed to fit site
conditions, place it in the tipper section of the apron.
9. Immediately after construction, stabilize all disturbed areas with vegetation
(Practice 6. 10, Temporary Seeding, and 6. 11, Permanent Seeding).
Maintenance
Inspect riprop outlet structures after heavy rains to see if any erosion around
or below the riprap has taken place or if stones have been dislodged.
Immediately make all needed repairs to prevent further damage.
4-
IPEabr_ic Drop Inlgt Prot _guon LIemporarvi_
Specification # 6.51 - Constr'uction Specifications
1. As synthetic fabric, use a pervious sheet of nylon, polyester, or ethylene
yarn -extra strength (50 1b11 inch minimum) -that contains ultraviolet ray
inhibitors and stabilizers. Fabric should be sufficiently porous to provide
adequate drainage of the temporary sediment pool. Burlap may be used for
short-term applications. It must be replaced every 60 days.
2. Cut fabric from a continuous roll to eliminate joirts.
3. For stakes, use 2 x 4 inch wood (preferred) or equivalent metal with a
minimum length of 3 ft.
4. Space stakes evenly around the perimeter of the inlet o maximum of 3ft.
apart, and securely drive them into the ground, approximately 18 inches deep.
5. To provide needed stability to the installation, frame with 2 x 4-inch wood
strips around the crest of he overflow area at a mriximtim of 1,5 ft above the
drop inlet crest.
6. Place the bottom 12 inches of the fabric in a trench and backfill the trench
with at least 4 inches of crushed stone or 12 Inches of compacted soil.
7. Fasten fabric securely to 0- stakes and frame. Joints must be overlapped to
the next stake.
8- The top of the frame and ru,,ric must be well below the ground elevation down
slope from the drop inlet tD I!e,p runoff from bypassing the inlet. It may be
necessary to build a temporary dike on the down slope side of the structure
to prevent bypass floe. Material from within the sediment pool may be used
for diking.
Maintenance
Inspect the fabric barrier oiler each rain and make repairs of needed.
Remove sediment from the pooi area as necessary to provide adequate storage
volume for the next rain. ';r4e care not to damage or undercut the fabric during
sediment removal.
When the contributing drai,�ov�, area has been adequately stabilized, remove all
materials and any unstable sediment and dispose of them properly. Bring the
disturbed area to the grade of the drop inl t and smooth and compact it.
Appropriately stabilize all bare areas around the inlet.
Land- Grad i nn
Specification # 6.02 - Cur, 'roc` ,;i, Specifications
1. Construct and maintain all erosion and sedimentation control practices and
measures in accordance with the approved sedimentation control plan and
construction schedule.
2.Remove good topsoil from areas to be graded and filled, and preserve it for
use in `finishing the grading of all critical areas.
3. Scarify creas to be topsoiled to a minimum depth of 2 inches before placing
topso'i (Practice 6.04, Topsoiling).
4 Clear and grub areas to be filled to remove trees, vegetation, roots, or other
Objectionable material that would affect the planned stability of the fill.
5. Ensure that fill material is 'ree of brush, rubbish, rocks, logs, stumps,
building debris, and other materials inappropriate for constr,tcting stable
fills.
6. Place all fill in layers riot to exceed 9 inches in thickness, and compact the
layers as required to reduce erosion, slippage, settlement, or other related
pr ob 1 ems.
7.Do not incorporate frozen material or soft, mucky, or highly compressible
materials into fill slopes.
8. Do not place fill on a frozen `oundatIon, due to possible subsidence and
slippage.
9. Keep diversions and other water conveyance measures free of sediment during
al] phases of development:
10. Handle seeps or springs encountered during construction in accordance with
approved methods (Practice 6.81, Subsurface Drain).
i1.Permanently stabilize all graded areas immediately after final grading is
completed on each area in the grading plan. Apply temporary stabilization
measures on all graded areas when wank is to be interrupted or delayed for 30
working days or longer.
12.Ensure that topsoil stockpiles, borrow areas, and spoil areas are adequately
protected from erosion with lornporary and final stabilization measures, including
sediment fencing and temporary seeding as necessary.
Maintenance
Periodically check all graded areas and the supporting erosion and sedimentation
control practices, especially after heavy rainfalls. Promptly remove all
sedimont from diversions and .Aher water -disposal practices. if washouts or
breaks occur, repair them immediately. Prompt maintenance of small eroded areas
before they become significant gullies is an essential part of an effective
erosion and sedimentation co t.rol plan.
S g � Sediment Basin
Specifications # 6.61 - Construction Specifications
1.Site preparations -Clear, grub and strip topsoil from areas and
r
he
embankment to remove trees, vegetation, roots and other objectio
ob
a material.
Delay clearing the pool area until the dam is complete and then
em
ve brush,
trees and other objectionable materials to facilitate sediment c
ea
out.
Stockpile all topsoil or soil containing organic matter for use
n
he outer
shell of the embankment to facilitate vegetative establishment.
la
a temporary
sediment control measures below the basin os needed.
2.Cut-off trench -Excavate a cut-off trench along the centerline
f
Lhe earth
fill embankment. Cut the trench to stable soil material, but in
o
ase make it
less than 2 ft. deep. The cut-off trench must extend Into both a
ut
rents to at
least the elevation of the riser crest. Make the minimum bottom
wi
Jth wide
enough to permit operation of excavation and compaction equipmen
b
it in no case
less than 2 ft. Make side slopes of the trench no steeper than
:1
Compaction
requirements are the same as those for the embankment. Keep the
re
ich dry
during backfllling and compaction operations.
3.Embankment-Take fill material from the approved areas shown on
th
plans. It
should be clean mineral soil, free of roots, woody vegetation, r
cks
and other
objectionable material. Scarify areas on which fill is be placed
before
placing
fill. The fill material must contain sufficient moisture so it c
n
e formed by
hand into a boll without crumbling. If water can be squeezed out
of
the ball, it
is too wet for proper compaction. Place fill material in 6 to 8
nc
continuous layers over the entire length of the fill area and th
n
ornpact it.
Compaction may be obtained by routing the construction hauling a
jui
>ment over
the fill so that the entire surface of each layer is traversed b
i at
least one
wheel or tread track of the heavy equipment, or a compactor may
a
ised.
Construct the embankment to an elevation 10% higher than the des
gn
height to
allow for settling.
4. Conduit spillways -Securely attach the riser to the barrel or b
rr
1 stub to
make a watertight structural connection. Secure all connections
et
Veen barrel
sections by approved watertight assemblies. Place the barrel and
ri
er on a
firm, smooth foundation of Impervious soil. Do not use pervious
ma
erial such
as sand, gravel, or crushed stone as backfill around the pipe or
an
i-seep
collars. Place the fill material around the pipe spillway in 4
no
Payers and
compact it under and around the pipe to at least the same densit
a
the
adjacent embankment. Care must be taken not to raise the pipe f
om
firm contact
with its foundation when compacting under the pipe haunches.
Place a minimum depth of 2ft. of hand -compacted backfill over th
pipe
spillway
before crossing It with construction equipment. Anchor the riser
in
place by
concrete or other satisfactory means to prevent flotation. In no
case
should the
pipe conduit be installed by cutting a trench through the dam of
Ler
the
embankment is complete.
5.Emergency spillway -Install the emergency spillway in undisturb
d
soil. The
achievement of planned elevations, grade, design width, and entr
rice
and exit
channel slopes are critical to the successful operation of emerg
ncy
spillway.
6.Inlets-Discharge water into the basin in a manner to prevent a
osIon.
Use
diversions with outlet protection to divert sediment -laden water
to
the upper
end of the pool area to improve basin trap efficiency (ReferenceRunoff
Control Measures and Outlet Protection).
7.Erosion control -Construct the structure so that the disturbed
area
is
minimized. Divert surface water away from bare areas. i,omplete the
embankment
before the area is cleared. Stabilize the emergency spillway embankment
and all
other disturbed areas above the crest of the principal spillway
mm
diately
after construction (References: Surface Stabilization)
8. Safety -Sediment basins may attract children and can 5e dongero
s.
Avoid steep
side slopes, and fence and mark basins with warning signs If tre
po
sing is
likely. Follow all state and local requirements.
Maintenance
Check sediment basins after periods of significant runoff. Remov
s
diment and
restore the basin to its original dimensions when sedi.ment accurr
la
es to one-
half the design depth.
Check the embankment, spillways, and outlet for erosion damage,
nd
inspect the
embankment for piping and settlement. Make all necessary repairs
immediately.
Remove all trash and other debris from the riser and pool area.
C i.I
Check Dams
6.83 Construction Speclflcatlons
1, Place stone to the lines and dimensions shown to the plan on a f:•,ter fabric
foundation.
2, Keep the center stone section at least 9 Inches below natural grc nd level
where the dam abuts the channel banks,
3. Extend stone at least 1.5 ft beyond the ditch banks (Figure 61,83k;) to keep
overflow water from undercutting the dam as tt re-enters the tho;tel,
4. Set spacing between dams to assure that the elevation at the top cf the lower
dd darn Is the same as the toe elevation of the upper am,
5, Protect the channel downstream from the lowest check dam, conpidering that
water will flow over and around the dam (Practice 6.41, Outlet S''czbillzatlon
Structure), -
6. Make sure that the channel reach above the most upstream dam Is stable,
6, Ensure that channel appurtenances, such as culvert entrances belwa check
dams, arc not subject to damage or blockage from displaced stones.
Maintenance
Inspect check dams and channels for damage after each runoff eve t, Anticipate
submergence and deposition above the check dam and erosion from Igh flows
around the edges of the dam, Correct all damage Immediately. If Ignificant
erosion occurs between dams, Install a protective riprap liner I that portion
of the channel (Practice 6,31, Riprap-lined and Paved Channels>, Remove sediment
accumulated behind the dams ns needed to prevent damage to chann t vegetation,
allow the channel to drain through the stone check dam, and prevent large flows
from carrying sediment over the dam, Add stones to dams as neede(t to maintain
design height and cross section.
REV. N0. l REVISIONS DATE
CopXlght A Hanover Design Services, P.A., All rights reserved. Reproduction or use of the contents of this document or additions or deletions to this
document, In whole or part without written consent of the Land Surveyor or Engineer, is prohblted. Only copies from the orr d of fhlr document
marked with the original dgnaturs and original seat of the Surveyor or Engineer, shop be considered to be valid and true copies.
SF �lment Fallc"_silt Fencgi
Specification 6.52 - Construction Specifications
MAT ERIALSS
1.Use a synthetic filter fabric or a pervious sheet of polypropylene, nylon,
polyester, or polyethylene yarn, which Is certified by the manufacturer or
supplier as conforming to the requirements shown in Table 6.62b. Synthetic
filter fabric should contain ultraviolet ray inhibitors and stabilizers to
provide a minimum of 6 months of expected usable construction life at a
temperature range of 0 to 120 F.
2. Ensure that posts for sediment fence, are either 4-Inch diameter pine, 2-inch
diameter oak, or 1.33 lb/linear ft steel with a minimum length of 4 ft. Make
sure that steel posts have projections to facilitate fastening the fabric.
3.For reinforcement of standard strength filter fabric, use wire fence with a
minimum 14 gauge and a maximum mesh spacing of 6 inches.
Table 6. 62b
Specifications For Sediment Fence Fabric
Physical Property Requirements
Filtering Efficiency - 85% (mm)
Tensile Strength at Standard Strength- 30 Ib/lin in (min)
Extra Strength- 50 Ib/lin in (mm)
Slurry Flow Rate - 0.3 gal/sq ft/ruin (min)
CONSTRUCTION
1.Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2.Ensure that the height of the sediment fence does not exceed 18 inches above
the ground surface. (Higher fences may impound volumes of water sufficient to
cause failure of the structure.)
3.Construct the filter fabric from a continuous roll cut to the length of the
barrier to avoid Joints. When jolnts are necessary, securely fasten the filter
cloth only at a support post with overlap to the next post.
4.Support standard strength filter fabric by wire mesh fastened securely to the
up slope side of the posts using heavy duty wire staples at least 1 Inch long,
or tie wires. Extend the wire mesh support to the bottom of the trench.
5.When a wire mesh support fence is used, space posts a maximum of 8 ft apart.
Support posts should be driven securely into the ground to a minimum of 18
Inches.
6. Extra strength filter fabric with 6ft post spacing does not require wire mesh
support fence. Staple or wire the filter fabric directly to posts.
7.Excavate a trench approximately 4 Inches wide and 8 Inches deep along the
proposed line of posts and upslope from the barrier (figure 6.62a).
8.Backfill the trench with compacted soil or gravel placed over the filter
fabric.
9.Do not attach filter fabric to existing trees.
Maintenance
Inspect sediment fences at ]east once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
ineffective, replace it promptly. Replace burlap every 60 days.
Remove sediment deposits as necessary to provide adequate storage volume for the
next rain and to reduce pressure on the fence. Take care to avoid undermining
the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the area
to grade and stabilize it after the contributing drainage ores has been properly
stabilized.
S�O
T_� Temporary Stream Crossing
6.70 Construction Speclflcatlons
1. Keep clearing and excavation of the stream banks and bed and approach
sections to a minimum,
2, Divert all surface water from the construction site onto undisturbed areas
adjoining -the stream, Line unstable stream banks with riprap or otherwise
approprintely stablllze them,
3, Keep strearl crossings at right angles to the stream flow, Thls Is
particularly Important when culverts are used.
4, Align road approaches with the center line of the crossing for a minimum
distance of 30 ft. Raise bridge abutments and culvert fills a minimum of 1 ft
above the adJolning approach sections to prevent erosion from surface runoff
and to allow flood flows to pass around the structure.
5, Stabilize all disturbed areas subject to flowing water, Including planned
overflow areas, with riprap or other suitable means If design velocity
exceeds the allowable for the in -place soil (Table 8.05a, Appendix 8.05),
6. Ensure that bypass channels necessary to dewnter the crossing site are stable
before diverting the stream. Upon completion of the crossing, fill compact
and stablllze the bypass channel appropriately,
7. Remove temporary stream crossings Immediately when they are no longer needed.
Restore the stream channel to Its original cross-section4 and smooth and
appropriately stablllze all disturbed areas,
8. Leave In -stream sediment traps in place to continue capturing sediment,
Maintenance
Inspect temporary stream crossings after runoff -producing rains to check for
blockage In channel, erosion of abutments, channel scour, riprap displacement,
or piping. Make all repairs Immediately to prevent further damage to the
Installation,
rs
Permanent Stream Crossing
6,71 Construction Speclflcatlons
1, Keep clearing and excavation of the stream banks and bed and approach
sections to a minimum.
2, Divert all surface water from the construction site onto undisturbed areas
adjoining the stream, Line unstable stream banks with riprap or otherwise
appropriately stabilize them,
3, Keep stream crossing at rlUht angles to the stream flow. This Is particularly
Important when culverts are used,
4. Align road approaches with the centerline of the crossing for n minimum
distance of 30 feet, Raise bridge abutments and culvert fills a mintmum of 1
ft above the adjoining approach sections to prevent erosion from surface
runoff and to allow flood flows to pass around the structure,
5. Ensure that bypass channels necessary to dewater the crossing site are stable
before diverting the stream. Upon completion of the crossing, fell, compact,
and stablllze the bypass channel approprintely,
6. Install protective ground covers to provide permanent erosion protection and
improve visual quality but not Interfere with driver site distance from
roadway.
7. Ensure that permanent measures needed to control erosion from road water
runoff (such as riprap and paved channels, paved fluMes, or riprap outlet
protection) meet all construction requirements for those practices.
Maintenance
Inspect permanent stream crossings periodically and after major storms to check
for channel blockage, erosion of abutments, channel degradation, riprap
displacement, slope failure, and piping, Make all needed repairs Immediately to
prevent further damage to the Installation,
GENERAL EROSION CONTROL SPECIFICATIONS and DETAILS for
SHIP YA.R'D COMMONS BUSINESS .PA.1111
LOCATED IN CITY OF WILMINGTON
NEW HANOVER COUNTY, NORTH CAROLINA
i 11111I1111"e
1
1w,o CARO��`o*
N'
e* ,� ......,.. 7
lei° •*FESSIojv
'r7�
.
.. .a $E iilL
e
? . 20007
t - 1- --tea
OWNER: CAMERON ANY LIMITED PARTNERSHIP
1201 GLEN MEADE ROAD
WILMINGTON, NC 28401 762-2676
HANOVER DESIGN SERVICES, P.A
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C, 28401
PHONE: [phone]
Date: -11
12-30-99
AS SHOWN
Drawn:
_ LI_SH _
Checked:
GA
Project Noy
5833ESC3
11 Sheet No:
11
Of: 1

SEE PLANS FOR EXACT LOCATIONS
NORTH OR WEST SIDE SEE PLAN SOUTH OR EAST SIDE
18'-0" 18'-0" 7, 5'
--- -TYPE "A"
a 22'-0"0 18 -0„ 10'-0„
O 10'-0" 8'
-0"
3' COVER 0 0
GAS I I STORM DRAIN
3' COVER
POWER TELEPHONE 3' TO 8' COVER 3' COVER
2' COVER SANITARY SEWER WATER
NOTE:
WHEN POSSIBLE FLUSH MOUNTED OR BELOW GROUND
DISTRIBUTION OR JUNCTION BOXES TO BE USED BY
UTILITIES.
TYPICAL
UTILITY LOCATION
2'-6"
STANDARD N.C. STOP
STOP SIGN
6' TO 12' - o
2" PIPE
i� STANDARD
INFORMATION
---- SIGN
2'-6"
WITHOUT CURB 0 _6 12 MIN.
OR GUTTER MIN. - PARKING
o8AM-6PM
STREET NAME CHESTNUT 4' PIPE it $5.00 FINE
SIGN 0'-6 3/4"
(SEE NOTE)
MIN. cD WITH SLOPE -FACE
2'-0" c, cuRe
WITH CONCRETE CURB
& GUTTER
STANDARD
SIGN INSTALLATION
PLAZA
e
0
NTS
SD15-04A
VAR
AD(VAR)
VAR
B
1/2" EXPANSION JOINT 1/2" EXPANSION JOINT
I� A
SIDEWALK
SEE
4'-0"
3'-4"
4'-0"
SCORE
VAR
VAR
VAR
2:1 MAX
ACK OF CURB
SLOPE
GRASS STF
DEPRESSED
CURB
VERTICAL BREAK
FACE
NOTE 2
2, p" IN CURB
10'-0" MIN
SLOPE NOT TO
EXCEED 12:1
IF
BACK
)F CURB
SEE NOTE 2 TYP
( ) ..: �.
4'-0" ;f
PED-X-ING
2'-0" '°
PLAN VIEW WHEELCHAIR RAMP
GUIDELINES FOR
TYPICAL LOCATION OF WHEELCHAIR PEDESTRIAN CROSSWALKS & STOP BARS
GUIDELINES FOR
WHEELCHAIR RAMPS AND
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(B)
DEPRESSED CURBS(A)
'T
SD8-10B
NTS
SD8-1OA
1/2"' WITH EXPANSION
GENERAL NOTES
PRE CAST CONCRETE JOINT MATERIAL
SLAB. FEE SLAB STANDARC WATCH
I.
LOCATION OF WHEELCHAIR RAMPS:
DETAIL
BASIN , _; 8t LEl3S.
1.
IN ACC
(1DANCE WITH THE RATIFIED HOUSE BILL 1296. ALL STREETCURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSFUCTED FORMAINTENANCE
8" BRICK WAL1973
PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER
TYPICAL -VARIES
SH§LL
PROVIDE WHEELCHIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND
^,S Ri-L�UIRED
SIDEWAt
S .ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW.
CONCRETE OR2.
a
WHEELCt
AIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS, HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROPGROUT
INVERTINLETS,
11.
CONSTRUCTION
ETC. MAY AFFECT PLACEMENT.
NOTES:
0'-6"PE .SIZE A
3036°
"A"
1.
NO SLOP
SHALL EXCEED 1•-I' (12A) ON THE RAMP OR SIDEWALK.
I�
6" CLASS 4'." 4'-6"
2.
IN NO C
SE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40- (S-4-). WIDTHS MAY EXCEED 40- IF NECESSARY.
CONCRETE BASE
3.
USE CLASS
"A' CONCRETE WITH THE SURFACE HAVING A ROUGH, NON-SKID TYPE FINISH.
4.
1/2• EXPANSION
JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
5.
CONSTRUCTION
METHODS SHALL CONFORM PATH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PAR11CULAL STREET.
III,
ADDITION
NOTES:
1.
THE INSIDE
PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADI WHERE MARKED (SEE NOTE 6).
4'_0"
2.
THE WHEELCHAIR
RAMP SHALL BE LOCATED SO THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE
PEDESTRIAN
CROSSWALK LINE.
3.
THE WID
i-. OF THE PEDESTRIAN CROSWALK SHALL- BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN
TRAFFIC.
4.
STOP BARS
SHALL BE USED WERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIREDTO STOP IN
COMPUA
CE WITH A TRAFFIC SIGNAL, STOP SIGN, OR OTHER LEGAL REQUIREMENTS.
5.
6.
PARKING
ALL PAVEMENT
CROSSWALK.
SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIANR
MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
MODIFIED CATCH BASIN F::� ?IDES
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS, U.S GOVERNMENT
PRINTING OFFICE, WASHINGTON, D.G. 20402.
^ -- - - -----
LARGER THAN 24-INCH EP FEARING
GUIDELINES FOR
THE END(S) OF THE BASIN
NTS
WHEELCHAIR RAMPS
SD2-10
SD8-09
UP TO 48" STORM DRAIN PIPE
oa 0.0528 BACK OF CURB
2.17 0.6667 2.5 00
_ -- --
0;
NC DOT 840.01
NCDOT STD 840.01 OR 840.02
SEE ROADWAY STANDARD DRAWINGS MANUAL
PIPE 7nHF
A 4- 30LF MINIMUM - 4' PVC SLEEVES
_z
TO BE INSTALLED AT DRIVEWAY & ALLEY
ENTRANCES FOR NON -MUNICIPAL
UTILITIES
PRIVATE DRIVE R --
SIDEWALK OR
SIDEWALK AREA un
SIDEWALK SECTION
B
EXPANSION JOINT 1/2"
\ DRIVEWAY APRON PLAZA
EXPANSION JOINT 1/2" CURB RETURN
A '
RIGHT TURN OUT RIGHT TURN IN
EXPANSION JOINT 1/2" EXPANSION JOINT 1/2"
PAVEMENT PLAN
STANDARD DRIVEWAY
DETAIL(A)
NTS
SD8-02
VARIABLE
1'-6" 3'-0" 0'-2" FINISH PLAZA -GRADE1/4 PER 1'-0" 5'-0"
1 4 PER 1
0'-6" EXPANSION JOINT
SECTION A -A
_ 12'-0" MIN_- --
0'- 6" VARIABLE
1'-6" 0,_2„
0I_ 6" --- - --- -
6" CONCRETE -
SECTION B-B
STANDARD_ DRIVEWAY
DETAIL(B)
NTS
WB-02B
/CURB
5' (1. ) MIN.
RESIDENTIAL
'--13' (4.0m) MIN.
OTHER
FINAL BACKFILL-
CLASS
1, 2, OR 3
PIPE
SIZE AS INDICATED
ON THE PLANS _
CLASS 1 OR 2
FINAL BACKFIL
PIPE
SIZE AS INDICT
ON THE PLANE
INITIAL BACKFILL
CLASS 1
COVER PLAN VIEW
RING PLAN VIEW (BOTTOM)
0'-0 1/2" 1'-4 1/4" DIA. 0'-0 1/2"
0'-1" - 0' -0 7/8"
1'-3 1/4" DIA. 0'-7 1/2"
0'-0 7/8" 0'-6 5/8"
0'-0 3/8" „-J� 1'-3 1/4" DIA. 0 _1„
0'- 4�� 0,-4„
SECTION 'A -A'
MONUMENT
NTS
SD14-OOB
LJ
J
m
Q
a
>
0
Ld
n-
L
802-JO
4.00 0.67
2.50 BA OI.' OF CURB
0.50
_Cot OF o WE.aENT SID2-�
CITY OF WW1. NINGTON
STING GROUND
OMPACTED BACr Fl! ! TO
15% MODIFIEC DRC.
F UNDER PAVCMF� ; i
PIPE WIDTH +24"
TRENCH BOTTOM
STANDARD
PIPE TRENCH
NTS
801-07
1/2" EXPANSION JOINT 1/2" EXPANSION JOINT
1, a
SIDEWALK
4'-0"
S-4"
4'-0"
SCORE
VAR
2:1 MAX
VAR
VAR
OF CURB
SLOPE
GRASS STF
DEPRESSED
CURB
VERTICAL BREAK
FACE
IN CURB
SLOPE NOT TO
SEE NOTE 2
10'-0" MIN
EXCEED 12:1
PLANT VIEW WHEELCHAIR RAMP
GUIDELINES FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(B)
NTS
WS-10B
IF
)F CURB
0'-8" 0'- 4"
g" i CONTINUOUS CONCRETE COPING
3/4 I�---{I / / FRAME & GRATE
1 7" FRAME AND GRATE
DEWEY BROS.No.CH-BN-3A
4" OR EQUAL
PRECAST
CONCRETE
CATCH m¢
BASIN <
E
II:
a
w
w
Ln
U L ll
4..
REINFORCING !L 4'-0"
SECTIONSECTION VIEW #4 BARS 0 12"OC EN PLAN I WN VIA 1
CATCH BASIN DETAIL
NOTE: N.T.S.
PRECAST CONCRETE CATCH BASIN
TO BE SIZED AS NECESSARY
TO ACCOMMODATE LARGER PIPES,
OR MAY BE CONSTRUCTED OF
BLOCK OR BRICK TO CITY STANDARDS.
* SEE ALSO SD2-10
CURB GRADE
8" BRICK WALLS
w 3/4" CEMENT PLASTER
Q 0'-0 5/8"
>
QUL ,f 1'-6„ 0'-8„
0'-6" 0,-4„
SECTION "A -A" PVMT. 2,- 6„
NOTE:
1. 4" DEEP X 8" WIDE CONCRETE COPING VARIES
ALL AROUND BASIN CASTING. OVARIES
2. ALL CONCRETE TO BE CLASS "A"
3. FOR CASTING DETAIL SEE SD 14-03
B 6„
5-10" MIN. PVMT. SECTION "B-B"
5'-4" CURB & GUTTER
4'-0" 0'-8„
A CASTING - 0'-6"
-- 2'- 6„
3'-10"
PLANKED
PAN" �
I'-6"X 1'-0"X .080
;TANDARD ALUMINUM N
HANDICAPPED PARKING
;IGN TO READ: MAXIMUM PENALTY SIGN
"RESERVED PARKING"'
2'X 2'X .158 STEEL TUBE
MTH IDENTIFICATION is
SYMBOL, BOLT TO STEEL EXTENDED INTO CONCRETE- I
FILLED PIPE 24". PROVIDE d
TUBE WITH 3/B" CADMIUM
SLATED NUTS, BOLTS, WELDED WATERTIGHT CAP,
AND WASHERS �� PAINT WITH P&L#6118
BLACK COFFEE"
PAINT PIPE BASE NOTE: SIGNS MAY BE
YELLOW OBTAINED FROM:
8"DIA.STEEL PIPE C&D SAFETY io
4TH AVENUE N.
FILLED WITH CONCRETE cv
NASHVILL, TN
PAVEMENT 615-255-2717
1'-6"DIA.
BAASE RETIE
#6 BARS X 14"
LONG EACH WAY
THROUGH \\
PIPE o
•- 2'-i•
7-0" DEWEY BROS. NO CH-BN-3A
V-11 1 2• I
MINIMUM A VERAGE WEIGHT
I!' "inFRAME 195 ZBS.
b GRATE 145 ZBS.
b
SECTION 'A -A "
4
b
0'-5 1/4", 1'-1 1/2" 0'-5 1/4" M
�. 3 3/4" B 1 o
n ,
0
0'-3 3/A� � `rj N 4
0'-0
SECTION B-B
0'-8 1/4" 1'-4 1/8" 0'-8 1/4" °O
2'-8 5/8" b
PZAN VIEW
GRILL BASIN CASTINGS
N T.S.
� 4' - 4" MIN.
\:\\\'\\\'\\\'\\\'\\\'\\�'\\�j�\\ IN
CATCH BASIN HANDICAPPED PARKING SIGN DETAIL
NTS �� rs
SD2-D1
* IN ALL CITY ROADS AND PRIVATE DRIVEWAYS
USE NCDOT BOX IN SHIPYARD AND INDEPENDENCE EXPANSION JOINT
NCDOT STD 840.01 OR 840.02 AT 30' INTERVALS(TYP)
DMPACTED BACKFILL TO
0% MODIFIED PROCTOR
0.5MQ4TAR ALINTS(TYP) TANDARD-CXAYBRICK
2 1/4" X 3/4" X B"
BRICK £OGINr
lCK EDG/NG
�G1/T S/DE EDGE
E WALLS TO ANGLE OF
LOCATED GW Pt)
'OSE OF SOIL OR AS
L L
PLAZA
'OVED BY THE ENGINEER
i
.�- AREA
.1L
'ACTED PIPE EMBEDMENT
N /N/,\\r
rrrr\rr.\
r\ri\ri\r
)0% MODIrIED PR:: f0R
\ri\\�\\ri\\ri\\\ri\\ri
D-�•
r\\ri\\ri'r\ri\\
0 =2"
ri \ , Sri ,;
ri\\r
%�
r
Sri �r/
ri Sri Sri Sri Sri Sri �r/Sri Sri �r
r Sri Sri Sri
d P AC TED GR ^,N U L AR MATERIAL
UI ED
r\\rim
r\\r\\r\\
r
\r\\r\\
r\\r\\r\\r
�P �*JL
FQ'
Q�PLP Jo -ir*i
A- -
Q
1" SCGR Try';
"THICK
F REQ R B1 T1jE \r\r\r \r �" 7HlgC CGWCRE7E SLAB \r\ \ \ \
ENGINEER ri ri ri ri rr ri r rir rir rir 4' OR 5' WI D E
1/2" MORTAR LEVELING BED
0 =2"
6.5" STAN AF
5 =0" -
5-4• SIDEW �LI
F-
DETAI
GUIDELINES FOR BRICK NTS
ma-15
SIDEWALK 2" ASPHALT
COVER PLAN VIEW
TOP
2'-0"
SECTION 'R=U
✓STEPS
16 1/16" DIA. AT TOP
p.c. -
10
1 /
0'-0
0'-
1 /8"
1 /8„
0-5
o,_�„
6" DIA. -�
-0
0
0 1/2"
4'-0"
0'-
_-�--1 ---1
1 7/8':0'-0
0'-
0 7/8"
0'-2
1 /8'
>
1 /8"
1 /2„
0'-2
3/8"
1 /16
15
7/8" DIA.
0'-0
1/2"
'.
AT
BOTTOM
PART OF SECTION
0'-0
0'-0
5/8"
3/8"
ENLARGED
SECTION "A -A"
G.R. ENNIS & SON NO. MBX-GRE-16
MINIMUM AVERAGE WEIGHT
STANDARD
RING 120 l_BS.
STORM DRAIN
COVER 4o I �s.
MANHOLE
MONUMENT
- - _ _
ME
NTS
SD"A
SD14-06A
NTS
SD8-08
STD. CITY OF WILMINGTON
GRATE TOP , SEE DETAIL
-3/4" CEMENT PLASTER
AX CORBEL 1" PER COURSE
TYPE "1"
EXISTING PAVEMENT / N.C.D.O.T. SPEC.
EXISTING PAVEMENT
6" COMP,`.CTED MARL BASE
(D.O.T. REQUIRES 8")
DITCH LINE DITCH LINE
PIPE
NOTES:
* BACKFILL TO BE INSTALLED IN 6" LIFTS MAXIMUM AND
COMPACTED TO A MINIMUM DENSITY OF 95% AS DETERMINED
BY THE MODIFIED A.A.S.H.T.O. STANDARD METHCI) T-99
* CUT - BACK TO BE PREPARED AFTER TRENCH �1ACKFILLING
AND COMPACTION
STANDARD SHOWING METHOD
MAKING PAVEMENT REPAIRS
WHERE PIPE INSTALLED
NTS
SDI-05
NOTE:
�0'-6" DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE CITY OF WILMINGTON.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
CITY CODES AND CONSTRUCTION STANDARDS.
REV. NO. I REVISIONS I DATE
Copyright A Hanover Design Services, P.A., All rights reserved Reproduction or use of the contents of this document, or additions or deletions to this
document, h whole or part, without written consent or the Land Surveyor or Engle~,, is prohibited Only copies from the original of this document.
marked with the orighal signoture and ottinal seal of the Surveyor or Englnoer, shall be considered to be valid and true coples.
w
NCDOT 2'6"
NTS
SEE NCDOT MGM
W-T„
IS REQUIRED GUTTER SHALL
SLOPE AWAY AS SHOWN
rI ' �� ': •
NTS
8D7-a
NCDOT CATCH BASIN
STD.840.02
STD.CURB
NIMBI.
SECTION
3'- 1 1/2"
PLAN VIEW
/2" R
PRECAST
CONCRETE
CATCH
BASIN w z
J g d
OD a-
� w
Q
> vwi OUTLET j
PIPE
a� a
SEE NCDOT STDS
852.05 H
SECTION VIEW 840.02
840.03E FRONT SECTION
FOR FURTHER DETAIL
PRECAST CURB INLET
N.T.S.
STANDARD DETAILS SHEET
SHIPYARD COMMONS' BUSINESS PARK
LOCATED IN THE CITY OF WILMINGTON WILMINGTON TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA
�D�L CARD%'�,
r
20007
Date:
12-30-99
ScaI e:
AS SHOWN
Drawn:
DSH
Checked:
GA W
Project No:
5833- SC9
O ' N��f � Sheet No:
q •••.....••� •- HANOVER DESIGN SERVICES P.A. ,
2
���, S. H ,�+t LAND SURVEYORS, ENGINEERS &LAND PLANNERS
` 319 WALNUT STREET
rt ---- WILMINGTON, N.C. 28401
PHONE: [phone]
Of: _

2-2 1/2" HOSE NOZZLES
4 1/2" PUMPER CONNECTION _
FACE TO CENTER LINE
OF STREET HYDRANT TO 3"
HAVE BREAK MIN.
WORD "WATER" SECTION OR
REMOVABLE
ON COVER BARREL
BURY LINE FLUSH WITH EXIST. GROUND A
FINISH GRADE x A01 ^^1
C.I. VALVE BOX
-
>
GATE VALVE
MIN. SIZE 6"
TURN RIGHT
TO
OPEN
m
DRAIN
NOTE:
;-CONCRETE
1-SEE ASSEMBLY DETAIL
PAD
SHEET NO. SD-18A FOR
15" X 15" X 6"
JOINT RESTRAINT REQUIRED
2-DUCTILE IRON PIPE
REQUIRED ON ALL HYDRANT
BRANCH LINES
HYDRANTS SHALL BE:
KENNEDY GUARDIAN
GUIDELINES
FOR
STANDARD
HYDRANT
NTS
MARKED:
SANITARY SEWER
STORM DRAIN
AS REQUIRED
�--TOP OF COVER
�
A
A
—BOTTOM OF COVER
1/2
1/2"
NOTE:
PLAN.
RING & COVER CONTACT
SURFACES SHALL_ BE
MACHINED SO AS TO
1'-11 3/4" INSURE EVEN BEARING
0'-1" 2 -1 1 4
1'-11 1/2" OF COVER ON RING
0'-2
3/4"
00'31 1 2"
- / MINIMUM WEIGHTS:
0'-2
0'-4
1/8"
3/4"�
RING 190 LBS.
0'-7 1/2' COVER 120 LBS.
0'-0 1 /2"
V-10
1/4" --�'
\�- 0'-0 1/2"
2'-0
1/2" 2'-9 1 /4"
SECTION "A -A"
DEWEY BROS. NO, MII-RCR-2001
ALTERNATE
STANDARD MANHOLE
RING AND COVER
NTS
SD14•-M
0' -- 4"
0,4„
6
VIEW A
NOTES:
1-DO NOT TAP MANHOLE AT JOINT.
2-BREAK OUT MINIMUM AMOUNT OF MANHOLE WALL TO ALLOW
NEW PIPE TO ENTER.
3-CONCRETE TO BE BROKEN FROM INSIDE OF MANHOLE, IF
POSSIBLE.
4-PLACE COLLAR AROUND NEW PIPE. COLLAR TO BE BUILT
RESTING ON UNDISTURBED SOIL.
5-REPAIR CONCRETE WITH NON -SHRINK CEMENT.
6-SEE SD 14-11 FOR PRE -CAST MANHOLE DETAIL.
STANDARD TAPPING
DETAIL PRE -CAST_
MANHOLE
NITS
SCD3-08
PRECAST CONCRETE
GRADE RINGS
VARIES _
12" MAX.
ECCENTRIC
PRECAST CONE
x-i PLAN
TEES
1R" MIN
m 7 V^ s .. .. .
.. J.. OV)
G -1
V >
(j O
SECTION X-X PLAN & ELEVATION
BENDS & TEES PLUGS
STANDARD THRUST BLOCK
SIZE 90 BENBS 4A °BENBS 22A1 2°BEBN08 ATEESB GPLUG D
8„
10"
12"
14"
16"
16"
10"
9"_
10"
6"
8"
10"
12"
10"
21"
22"
13"
12"
13"
8"
10"
29" _
26"
17"
14"
17"
10"
13"
16"
20"
14"
36"_
29"
21
16"
21"
11"
16"
18"
24"
16"
41
35"
24"
19"
24"
12"
20"
22"
27"
18"
48"
38"
27"
21"
27"
24"
30"
20"
54"
NOTE: Based on 1.5 x working pressure of 1UU N51 plus AWWA water Hammer.
All bearing surfaces to be carried to undisturbed ground.
STANDARD THRUST BLOCK
FOR WATER MAINS
NTS
FOR WATER
MAINS
NTS
ARKED:
SANITARY SEWER OR
STORM DRAIN AS REQUIRED
84!l r)
TOP OF COVER
I NOTE:
A A RING ANDCOVERCSOHVAELR gCEONTACT
OTTOM OF COVER MACHINED TO INSURE
7/8" EVEN BEARING OF
5/8" COVER AND RING.
2'-1" MINIMUM WEIGHTS
V-11 3/4" �� PLAN RING 261 LBS.
V-11 1 /2" COVER 120 LBS.
0'-2 1/8" �� 0'-3 1/8"
l'-8 3/8" _J 0'-0 1/2"
0'-4 1 /8" 0'-4 1/8"
1'-9 5/8" 0'-5 1/2"
0'-5 1/2 1'-10 1/4"
SECTION "A -A" 2'-9 1/4"
STANDARD MANHOLE RING
AND COVER
NTS
SD14-02
FULL 18' JOINT
6" PIPE
u VnD AMT -4 IA" r_ei Ve1,117Fn Rnnc
0 S
3/4 GALV NI.-ED TIER D
PLAN VIEW
CAP W/2" TAP
3/4" GALVANIZED TIE RODS �
TO MAIN
_111ul\r114I LV VJ """"`-" """•"
JOINT RESTRAINT HYDRANT TO 1ST FULL JOINT OF PIPE
z /n" r`Al \iAnu7rn Dnnc
w
w
e-
Z
Q
\LTIE BOLTS
JOINT RESTRAINT HYDRANT TO MAIN TEE
3/4" TIE BOLTS
GUIDELINES FOR
HYDRANT JOINT
RESTRAINT
NTS
80"2
0'-0 1/2" 0'-6 11L16"
-�� 0'-0
1/8.,
0' -1 1/2"
O' -
t70'-0
0 1/8"
3/4"
0'-2 1/4"
0'-0
1 /16"
F
i�l 0'-0
1/2
0'-4 3/4"
SECTION "A -A"
GRE WVC 6HD CAST IRON OR EQUAL
HEAVY DUTY
VALVE BOX LID
NTS
FD14-08
STANDARD
WATER VALVE BOX
& COVER MARKED C.O.
CONCRETE SIDEWALK
CONCRETE CURB
& GUTTER
STANDARD LID
HEAVY DUTY LID
SEE SD-14
SEE SD-148
I /CASTING
JCL.EAN-OUT
._._.._
2" ASPHALT _
SEAL CLEAN -OUT
II
4" BASE
STACK W/DUCT TAPE
EXTRA HEAVY SOIL PIPE
r
(SEE NOTE 2)
1/8" BEND
FOR CASTING DETAILS
MORTAR OVER FLANGE
i
1" MORTAR
PLUG W 6" SINGLE TEST
/
/
EXTRA HEAVY 6"
SEWER MAIN
STANDARD MANHOLE COVER
SEE SD-14
(! 2" STANDARD BRICK
PLUG W/WING NUT
SOIL PIPE
SEE SD 14-01
I 2"MORTAR
(SEE NOTE 2)
WATER VALVE BOX EXTENSION AND
CASTING CENTERED OVER VALVE NUT
NOTES:
6" TAPPING SADDLE
SEWER CLEAN -OUT CASTING
1-SEWER TAPS TO BE PERFORMED BY CITY
TEE OR WYE.
- GROUT
CENTERED OVER STACK
NOTES:
CREWS EXCEPT WHEN TEES OR WYES ARE
(SEE NOTE 1)
-
*THIS INSTALLATION REQUIRED WHEN VALVE BOXES AND CLEAN -OUTS
INSTALLED IN NEW MAINS LAID BY THE
MANHOLE STEPS
ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS.
CONTRACTOR.
AS SPECIFIED
*PRIOR TO SETTING CASTINGS, NEW INSTALLATIONS WILL REQUIRE
2-THESE ITEMS SHALL BE INSTALLED WHEN
YyY
95% COMPACTION OR BACKFILL IN 6'° LIFTS.
NO HOUSE CONNECTION IS MADE AT C.O.
' PRECAST MANHOLE SECTION
-SEE
TYPICAL DETAIL VALVE
SD 14-11INES
FOR
ll- - BOX AND CLEAN -OUT GUIDEL
SPECIFIED CASTING BASES STANDARD CLEAN -OUT
AS SPECIFIED rns -- SANITARY SEWER SERVICE
.il)15-02 NTS
-- - _ -
PRECAST MANHOLE
- - - - • I� ALSO SD3-to
NIS
SD14-12
RAM-NEK JOINT MAT'L
OR APPROVED EQUAL
(TYPICAL)
STD. MANHOLE COVER,
SEE SD 14-01
J 2 -0 MANHOLE STEPS
MIN- / AS SPECIFIED
o
ry
�� -- PRECAST MANHOLE SECTION,
it A.S.T,M. C 478
Q
n
5" MIN. AS SPECIFIED
Iva 0'-6' MIN.
0'--6" MIN. MONOLITHIC CONCRETE BASE.
3000 PSI CONCRETE
6" MIN.
- 6" MIN.
CRUSHED STONE-"
PRECAST MANHOLE
NM
SD14-11
LONG,
SMOOTH
RADIUS BENDS
CAST IN RUBBER
BOOT WITH
STAINLESS STEEL
CLAMPS
(TYPICAL ALL
MANHOLE
CONNECTIONS)
-6" EXTENDED LIP
6"
7;—Tl
i
N JOINTS FO
PIPE WILL BE
ALLOWED IN W
SECTION
48" DIAMETER
MANHOLE FLOOR
NTS
WR OOR
0.-6,"
MORTAR COLLAR
A 0'-8"
`1,� C'-6"
- 7 1/2" A N A B
Oo
2'- 7 1/2" 1 tx
N 0'-6"
0'-8"
0'-6"
2'-7 1/2"
0'-6"-J0'-6"
6'-4"
PLAN
STANDARD
SANITAPV SEWER
MANHOLE
NM
SD3-01
'-7 1/2"
2'-7 1/2"
6'-4"
W/2" TAP
VALVE BOX
- CAP
--2" GALVANIZED PIPE
W/ OUTSIDE I.P. THREADS
2" CURB VALVE
MUELLER OR HAYS
PROFILE
2" BLOW OFF
NTS
PLAN
CRETE BLOCK
FRAME
MINIMUM AVERAGE WEIGHT
40 LBS.
0'-0 1 /4"
0 1/2"
0'-5 3/4"IV
0'-5 3/4"
SECTION C 1 1/2"
SECTION D
WATER METER BOX
NTS
SCri4-09A
0'-8 1/4'
0'-6 /� "
0'-0 11 /16" - 0'-0 111 16'
V-2 1/4" S
0'-7 1/4"
�o� 0'-11 7/8"
F WATER -N 0'-0 1/2"
A 11Oi1 A
NOTES:
1. WATER METERS ARE TO BE PROVIDED BY THE CITY
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
RIGHT-OF-WAYS AND/OR EASEMENTS
3. WATER METERS SHALL NOT BE LOCATED III DRIVEW YS
WHERE R,,'W WIDTH PERMITS
ARGE CA3TIRON ETER BOX
SIDEWALK
C'-6"
MAX
2'-6"
MIN METER YOKE W/12 RISER
WATER METER CONNECTIONS
TO BE C ORDINATED WITH
TYPE "K" SOFT COPPER TUBING CITY PERSONNEL
2" WATER SERVICE
NTS
BOX
ELAN
0 -0 11
0'-0 1 2'
0'-6 1 /21 /2" DIA.
-1'-6 1/4" SECTION "A -A"
0'-0 1/2" -0'-8 1/4" MINIMUM WEIGHTS
0'--7 3/4" - TOP 10 LBS.
LB _- W 11 7/8" BOX" 4SI0N S.
LBS.
EXTENSION
WATER VALVE
CASTING
NTS
SM-07
FINISH GRADE
MIN. V111I. 5' MIN.
1/4" TF' L PI ATE 3/4" THREADED STEEL
RODS (TYP.)
3" 3"
- 3" -- 3" CONCRETE THRUST LOCK
ROD -REQUIREMENTS (TYP.)
wile E-._OF-_45 DEGREE BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
6" 4,3'18 2
8" 7,694 2
12" 17,312 2
16" 30,779 4
20" 48,091 6
24" 69,252 8
-. GENERAL NOTES:
1. ONCE INSTALLED AND TIGHT, THE STEEL PODS AND BOI.TS SHALL BE COATED WITH
;. COATS OF BITUMINOUS BASE PAINT.
2.CCti1CRETE SHALL NOT CONTACT BOL TS OR ENDS OF MECHANICAL JOINT BENDS.
3, TYRCAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT MUST BE 3".
4. AF'PRO'1FO OFFSET`' CtN BF USED IN THIS APPLICATION.
STANDARD
NJ ERTICAL BEND
NTS
112" v v 0'�1 /2'
N
I
1'-0-----I 0'-0 3/4"
MINIMUM AVERAGE WEIGHT
10 LBS.
NOTE: CAST IRON
EQUIVALENT TO
DEWEY BROS. MH-ST-8
MANHOLE STEP
to
NT�1
V-RIBS
COVER
MINIMUM AVERAGE WEIGHT
WATER A 20 LBS.
it uu
METER -9 5;8" 0'-1 1/
0'-0 3,
0'-0 7/8" o'-o l/
PLAN l 0'-1 3/
l'-7 3/8" 0'-0 3 8" SECTION B
0'-2 1/4"
0'-1 3/4"
C'-5 3/4" 0' 5 3/4"
1'-6 5/8"
SECTION A
WATER METER BOX
NTS
E EVATION
CASTING FLA*E�EXTENSION OR SMORTAR
BRICK
TYPICAL DETAIL VALVE
BOX AND CLEAN -OUT
CASTING BASES
NTS
SD1i5-02b
SECTION
INTERFERENCE STRUCTURE
NTS
SD2-0.5A
�� V CROWN
OF TREE IS NEEDED FOR LEAF
GROWTH
TO PRODUCE OXYGEN, FILTER
THE
AIR, REDUCE WIND, SOFTEN NOISE,
/
A
D PROVIDE BEAUTIFUL APPEARANCE.
MINIMUM LANDSCAPE REQUIREMENTS
�
0 NOT DISFIGURE CROWN WITH
TREE PRESERVATION: MINIMUM 15 REGULATED TREES PER ACRE.
I
SENSITIVE PRUNING!
2.2 ACRES= 33 TREES
RIFI_INE
j
STREET YARD: MINIMUM REQUIREMENTS: FOR EVERY 50 LF 1 TREE
8 FT IN OR 3
TREES 5 FT IN HEIGHT AND 6
SHRUBS
181GHT
MINMUM ATOPLERING ANT PLANTING
PARKING FACILITIES WITHIN 50 FT OF RIGHT OF WAY REQUIRES 1
j
ROW LOW BUFFER EVERGREEN SHRUBS MINIMUM 18" AT PLANTING.
PLAN
INTERIOR:
) E�R ROOTS �I13�_ '?AL ROOTS
MINIMUM: 8% OF THE GROSS PAVED AREAS SHALL BE LANDSCAPED.
FEEDER ROOTS ARE LOCATED
STRUCTURAL ROOTS LOCATED
AT "DRIPLINE" OF TREE
NEAR B SE OF TRUNK ARE
1 TREE 8 FT MINIMUM HEIGHT AND 6 SHRUBS 18" MINIMUM AT PLANTING
AND PROVIDE TREE WITH NEEDED TO GIVE SUPPORT TO
REQUIRED FOR EVERY 15 PARKING SPACES OR FRACTION THEREOF.
MOISTURE AND NUTRIENTS. ENTIRE TREE. IF REMOVED,
CONSECUTIVE PARKING SPACES SHALL- INCORPORATE LANDSCAPE
SEE NOTE 1 & NOTE 4 TREE C%''!FAIL AND DAMAGE
PENNINSULAS NO MORE THAN 15 SPACES APART AND AT THE ENDS OF ALL
PROPERTY.
PARKING ROWS. MINIMUM 9 FT WIDE AND 100 SF IN AREA. 5 TREES
SEE NOTE 2 & NOTE 4
MINIMUM REQUIRED FOR INTERIOR ISLANDS.
METHOD O'- TREE
BUFFER YARDS: HEIGHT REQUIREMENTS
PROTECTION_
TREES - 8 FT MINIMUM AT PLANTING
15 FT MINIMUM MATURE HEIGHT
_DURING
CONSTRUCTION ION_
EVERGREEN SHRUBS - 36" MINIMUM AT PLANTING
NTS
6" MINIMUM MATURE HEIGHT
SD15-O8A-1
EXISTING TREE
f_
Y ,-
� y
DRIPLINE -�-
3' MIN. STAKE
PROTECTIVE BARRIER �- r�HEIGHT ABOVE
GRADE
TREES TO BE SAVED WILL. BE CLEARLY MARKED PRIOR T C00 NST�N
AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING
OUT TO THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE
PROTECTION DURING
CONSTRUCTION
NTS
REV. NO. REVISIONS DATE
FCopyright QI Hanover Design Szs, P.A., All rights reserved Reproduction or use of the content. of this document, or additions or deletions to this
document, !n whale or part, ,.hhout written consent of the Land Surveyor or Engineer, is prohibited. Only cWtes from iha original of this document
marked with the original signature and original seal of the Survayor or Engineer, shall be considered to bo valid and true copies.
FENCE OPTION - 8 FT MINIMUM HEIGHT INDUSTRIAL ZONING
6 FT MINIMUM HEIGHT ALL OTHER
VISION CLEARANCE: NO PLANT MATERIAL OVER 30" IN THESE AREAS.
PROTECTION FROM VEHICULAR TRAFFIC PROVIDED AROUND ALL PLANT
MATERIAL (CURBING, CROSS TIES, TIMBERS, ETC.)
MAINTENANCE: THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF
LANDSCAPING TO ENSURE THE PLANT MATERIAL LIVES.
TREE PROTECTION DURING CONSTRUCTION
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
UNDER TREES. NO HEAVY MATERIALS SHALL. BE STORED BENEATH TREES. RESULTS OF
COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AND THE TREE
WILL DIE. THESE "FEEDING ROOTS" OCCUR WELL AWAY FROM THE BASE OF
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURING DURING CONSTRUCTION.
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
METHOD OF TREE
PROTECTION DURING
CONSTRUCION
NTS
SD%-08A-2
NOTE:
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE CITY OF WILMINGTON.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
CITY CODES AND CONSTRUCTION STANDARDS.
STANDARD DETAILS
SHEET
SHIP YA RD S BUSINESS B COMMONS B SS PARK
LOCATED IN THE CITY OF WILMINGTON WILMINGTON TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA
OWNER: CAMERON COMPANY LIMITED PARTNERSHIP
1201 GLEN MEADE ROAD
WILMINGTON, NC 28401 762-2676
HANOVER DESIGN SERVICES, P.A.
LAND SURI YORS, ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WILMINGTON,
-.... WiLMINGTON, N.C. 28401
PHONE: [phone]
Date:
Scale:
99
ca
AS SHL7WN
Drawn:
DSH
Checked:
GA W
Project No:
5933—ECO
Sheet No:
13
13
Of:

MAP OF
LOt 14
SHIP YARD COMMONS
WILMINGTON TOWNSHIP
CITY OF WILMINGTON
NEW HANOVER COUNTY
NORTH CAROLINA
OWNER: CAMERON PROPERTIES
1201 GLEN MEADE ROAD
WILMINGTON, NC 28401
910- 762-2676
DA TE: NO VEMBER 7, 2000
CURVE
DELTA
RADIUS
ARC
1 .
25' 32' 2.5"
325.00
14,,.-7
2
25' 32' 25"
365.00
162.70
3
38' 27' 25"
57.50
38.59
4
17' 58' 36
365.00
114.52
5
5' 51 ' 59
325.00
33.28
6
25' 32' 25"
335.00
149.33
7
25' 32' 25"
350.00
166.02
8
90, 00, 00"
37.00
58.12
CHORD
TANGENT
CHORD BRG
143.68
73.66 N
1 1 ' 57' 24" W TOTAL
161.36
82.73 N
73' 02' 36" E TOTAL
37.87
20.06 S
45 48' 49 W
114.05
57.73 N
7415' 41 " E
33.26
16.65 N
21 ' 47' 37" W
148.10
75.93 N
78' 02' 36" E
154.73
79.33 N
I"'57'24"W
52.33
37.00 S
4,;' 48' 49" W
,LINE
BEARING
DISTANCE
1
S 24' 43' 36" E
8.52
2
N 65' 16' 24" E
5.00
3
S 65' 16' 24" W
18.42
4
S 24' 43' 36" E
38.52
5
S 65' 16' 24" W
44.81
STATE OF NORTH CAROLINA
I, Gi r r PREVIEW OFFICER OF NEW HANOVER COUNTY, CERTIFY
T-IA7 -IE MAP OR PLAT 70 WHICH THIS CERTIFICATION IS AFr-IXED
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
DATE REVIEW OFFICER
NOTE WELL:
LOT 14 AS SHOWN ON THIS PLAT IS RESTRICTED
TO 819 TOTAL IMPERVIOUS SURFACE PER NCDENR
N07ES
1, AREA COMPUTED BY COORDINATE METHOD
2. ALL DISTANCES ARE HORIZONTAL
3. FOR REFERENCE SEE M.B. 37 PG. 128.
4. SURVEYED MARCH - JUNE 2000
5. IRONS SET A T ALL CORNERS UNLESS 0711ERWISE NOTED
LEGEND
E.I.P. = EXISTING IRON PIPE
E. I. = EXISTING IRON
E.C.M. = EXISTING CONCRETE MONUMENT
R\W = RIGHT OF WAY
C. C. M. = CONCRETE CONTROL MONUMENT
C.P. = COMPUTED POINT
U.E. = UTILITY EASEMENT
D.E. = DRAINAGE EASEMENT
Copyright G Hanover Design Services, P.A., All rights reser"ed. Reproduction or use
of the contents of this document, or additions or deletions to this document, in
whole or part, without written consent of the land surveyor, is prohibited.
Only copies from the original of this document, marked with alp original signature and
original seal of the surveyor shell be considered to be valid and true copies.
i
LOT 1
M.B. 37 PG. 128
NOTE.•
CONVERSE ROAD RIGHT OF WAY VARIES
FROM POINT "A" TO POIN "' B" AND
i THEN BECOMES A 60' RIGI T OF WAY
CONVERSE ROAD
(PUBLIC RIGHT OF WAY VARIES)
i S 89' 11 ' 1 1" E 129.75
3 0
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
NORTH CAROLINA, NEW HANOVER COUNTY
THE FOREGOING CERTIFICATE IS
CERTIFIED TO BE CORRECT. FILED FOR REGISTRATION THIS DAY OF 2000;
AT O'CLOCK-, AND DULY RECORDED IN MAP BOOK PAGE_
BY.-
N 65.5215
�5
C 7 C. C.M. C. C. M.
0.518 Ac 5
N 89' 11 ' 11" W C6 E.1.�21 � 65 6g a1
50.01 00 C.C.M. 118.15 C. C. M.
„A"
0 00 C2 C4
S 89' 11' 11" E 131. 50
r� ag N
E. I.
E. I. 67.69 E.1. 87 32 27 W
1
DRAINAGE
EASEMENT
(PUBLIC)
10' BUFFER EASEMENT " THIS EASEMI,NT
IS ESTABLISHED FOR THE PURPOSE (F
THE PLANTING OF TREES AND OTHEF, T IDES
OF VEGETATION AND\OR THE PRESEPVAPON
OF EXISTING VEGETATION, THE ERECTION
OF STRUCTURES HERE IN AND THR06GH
ACCESS BY MOTORIZED VEHICLES IS PROHIBITED"
V-
V.
N
LOT 14
-- . -
0
0
co
30' t ). E.
(PUBLIC)
I.S.
N 89' 11' 11 " W 278.2
_ N 89' 11' 11 " W 343.01 _
50' PRIVATE DRIVEWAY ESP; T.
& PUBLIC U.E.
CAMERON PROPERTIE
M.B. 37 PG. 12'8
FUTURE DEVELOPMENT
1. S.
NO TE.
THE 50' PRIVATE ACCESS EkND UTILITY EASEMENTS
AS SHOWN WILL PERTAIN T.' FUTURE LOTS AND WILL
NOT STAND ALONE.
I.S.
CERTIFICATE OF APPROVAL BY THE CITY 'F WILMINGTON SUBDIVISION REVIEW BOARD
THE CITY OF WILMINGTON SUBDIVISION REIEW BOARD HEREBY APPROVES FOR
RECORDATION THE FINAL PLAT FOP LOT14 SHIPYARD COMMONS
PROVIDED THAT SAID FINAL PLAT IS RjQRDED WITHIN NINETY (90) DAYS.
OO f �---.
DATE Y.CHAIRMAN, UBDI VISION REV1E'W BOARD
LOCH TION MAP
( NOT TO SCALE )
SITE
SHIPYARD BLVD.
CAR 'sse CERTIFICA I'E OF ACCURACY AND MAPPING
O� eeeeee••e .� /
t OF�SS�O� �� 1, JOHN H. JERNIGAN, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION
f �P sFnL _ ? FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED
L_ae AS NOTED HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED
AS DRAWN FROM INFORMATION FOUND AS NOTED HEREON; THAT THE RATIO OF PERCISION
ti'Zp �-t�•' AS CALCULATED IS 1: 20,000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH
',0 '••.•SUR�.••% �'���' G.S. 47-J0 AS AMMENDED. WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER
JEIRNAND SEAL T.HIS7-�-" DAY OF AVD V. 2000 A.D
N H. JERN/ PLS -3 28 9
I CERTIFY THAT THIS SURVEY CREATES A SUBDIVISION OF LAND IN
CAMERON PROPERTIES THE CITY OF WILMINGTON.
M.B. 37 PG. 128 fez , N H. JERN/ N PLS -3829
FUTURE DEVELOPMENT
CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPEMENTS
I (WE) ACKNOWLEDGE THAT NEITHER THE STATE NOR THE COUNTY
SHALL BE RESPONSIBLE FOR MAINTENANCE OF ANY STREETS, PARKS
DRAINAGE, OPEN SPACE OR OTHER AREAS WHICH ARE DESIGNATED
FOR PRIVATE USE. I (WE) ACKNOWLEDGE THAT PRIOR TO CONTRACT-
'N-' WITH A PRCI.SPF," TIVE RUYF_R, I SHAL!_ C:107 THE BUYER A WRI rTE,N
TAT7-V NT WHICH DISCLOSES THE F.XI.S7AY'CE AND LOCH LION OF
UCH PRIVA , U YL: "1i\lU
SIBILITIES FOR SAME, WHEN APPLICABLE, THE STATEvfENT SHALL
DISCLOSE THAT THE STREETS WILL NOT BE CONSTRUCTED TO
MINIMUM STANDARDS SUFFICIENT TO ALLOW THEIR INCLUSION GN
THE STATE HIGHWAY SYSTEM R MAINTENANCE.
DATE GN TURE 01
CERTIFICATE OF OWNERSHIP, DEDICATION, AND JURISDICTION
I 'WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERS Of- THE PROPERTY
SHOWN AND DESCRIBED HEREON AND THAT I (WE) HEREBY ADOPT THIS PLAN
OF SUBDIVISION WITH MY (OUR) FREE CONSENT, ESTABLISH THE MINIMUM
BUILDING LINES, AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS,
CONSERVATION SPACE, AND OTHERS TO PUBLIC OR PRIVATE USE AS NOTED.
ALL ROADS, AND DRAINAGE EASEMENTS ARE DEDICATED FOR PUBLIC UTILITY
PURPOSES, FURTHER, I (WE) CERTIFY THE LAND AS SHOWN HEREON IS
LOCATED WITHIN THE SUBDIVISION JURISDICTION OF
-
DATE SI NATU
CERTIFICATE OF REGISTRATION/DISCLOSURE FOR HOMEOWNERS ASSOCIATION
COVENANT CONDITIONS AND RESTRICTIONS BY REGISTER OF DEEDS
NORTH CAROLINA, NEW HANOVER COUNTY
HOMEOWNERS ASSOCIATION COVENANT, CONDITIONS, AND RESTRICTIONS
FILED FOR REGISTRATION ON THE ----- DAY OF ----------
A
T ------- (A.M. / P.M.) AND DULY RECORDED IN DEED BOOK
AT PAGI--------------
REGISTE4 OF DEEDS.
60 30 0 60
SCALE IN FEET
1" = 60 '
III
1084NOVER DESIGN / SERVICES, P.,
LAND SURVEYORS ENGINEERS & LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N.C. 28407
PHONE. [phone]
5833-14. d wgJJ
RECORMD BY J:m Mo.p C-111�001A 40 paw%eo I opt

MAP FOR
cAMEKon, FIES
CITY OF WILMINGTON, /,Vcw Hmi�'G� -W CO
DA7E: AUGUST 18, 7997
OWNER: CAMERON PROPERTIES
MLMINGTON, N.C.
CURVE DELI,
RliuiuS
I-IRC
CH,-;i,D
:'I I', c
1 25' 32' 25"
300.00
133. 73
132.62
6i11, - 7u'k,2'3L
2 25' 32' 25"
335.00
149.33
148.10
75.93 N 78* 02' 36
3 25' 32' 25"
365.00
162.70
161.36
1
82.73 N' 78 * 92' 36
1
LINE bCA­IA; 0t5,,,,iivCE
1 N b5'l6'24"L_ 74.81
2 S 65* 16'24" W 63.23
3 N 65' 16' 24 " E 52.75
NO/tS
1. AREA COMPU,E(, B,
2. ALL DISTANCES ARE HuRfZON,AL UNLLSS
3, FOR REFERENCE SEE DEED BOOK 1,380
PAGE 1321 (THIRD TRACT)
4. COMBINED CRID FACTOR = 1.000i
LEGEND
E.P. =
EXISTING PIPE
R\W
= RIGHT OF Wm Y
MON.
MONUMENT
I.S.
= IRON SET
N.C. GRIL) Pour --ci-
CEMEN TER
IV = 163.03:1-104 , q; ---
E I
N.C. GRID MONUMENT = 2,325,941.8,24' , i4- F
AUTO
N = 162,468,625'
E = 2,323,602.879'
24c)7.67
6,16 Aoco
N 76,
(GRID 1) ST
GLRM,C4i E OF AuG,RACY Abd AiAt-jPiivG
JONA MAN L. WA YNE, CERTIFY THAT TNtS YCH F vIAi br?AvM b I D R MY SUPERVISION
FROM AN ACTOAL SURVEY MADE UNDER MY Sb`Pb?VlSiON (0EED DESCRIPTION
fA ftl i RE -CORDED AS NOiED HEREON), THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY
INDICATED AS DRAWN FROM INFORMATION FOUND AS NOTED HEREON; THAT THE RATIO
OF PRECISION AS CALCULATED IS 1 THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMLNWD. WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THISIMDAY OF D. 19
0
OF
L. WAYNE R.L.S. L-3391
/vOh,H CA,
I, A NOTARY PUBLIC OF THE (,OUNTY AND STATE AVORESAID, CER77FY 7HAT JONAM,-N
L. WAYNE, A REGIS7EREV LAND SURVEYOR, PERSONALLY APPEARED BEFORE ME' TI-PS
DAY AND ACKNOWLEDGED THE EXECUT70N OF THE FOREGOING INSTRUMENT. MbvEsS
MY HAND AND OFFICIAL STAMP OR SEAL, THIS I'YLOAY 0111. 19-7)
")LQ ft-a<r. I t A-
N'�Ry_ PUBLIC �k� -
A0 COMMISSION EXPIRES -6 -IS- I
I CERTYY THAT THIS SURVEY CREATES A SL 1010ok,ON OF LAND WfaflN AN A,•jA JF
THE CITY OF WILMINGTON, WHICH HAS AN OffOINANCE THAT REGULATES r:Ah'Ct.,S OF
LAND.
X4!1a,
JON,eMAN L. WAYNE R.L.S. L-3391
DATE
CHAIRMAN, SUBDIVISION
RE VEW BOARD
CLRw-71(,AiE Jf Jkv,VL- 5,,P, 0LJ/UA,,uN, A,j Ur\i5L)IGiIoN
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) ME OWNERS OF 7hLt-G, ZA f
SHOWN AND DESCRIBED HEREON AND THAT I (WE-) HEREBY ADOPT Tro.,- r-LAN
OF SUBDIVISION WITH My' (OUR) FREE C%I,ENT, ESTABLISH TI,IE m 'ImUm
BUILDING LINES, AND Dt"01CATE ALL STPE1 rS, At,LEYS, WALKS, FAI`­�S,
CONSERVATION SPACE AND OTHERS TO, P, 9LIC OR PRIVATE USE AS 7.
ALL ROADS, AND 0RAitv4GE EASEMENr,', drtf_` DEDICATED FOR PU;l '(
PURPOSES, FUR77-1ER, I "WE) CERTIFY Ti-E '-AND AS SHOWN HERU.A iS
LOCATED K1174IN THE SORDIVISIGN JUH1501u17ON OF ME CITY OF
J
V
OA It' I S,• TA TURE
I
L40
LOCATION MAP
100 50 0 100
SCALE' IN FLEET
11, = 100
hANUVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS, LAND PLANNERS
319 WALNUT STREET
WILMINGTON, N,C. 28401
PHONE: [phone]
58338DRY-97GW